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Home My WebLink AboutBID - 7204 VETERANS PLAZA AT SPRING CANYON COMMUNITY PARKCity of Fort Cottins Purchasing ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2"' Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov. corn/purchasing Description of BID 7204: Veterans Plaza at Spring Canyon Community Park OPENING DATE: 3:00 PM (Our Clock) March 7, 2011 The Bid Opening Date has been changed to March 7, 2011 at 3:00 PM. To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum. Exhibit 1 — Questions & Answers Please contact John Stephen, CPPO, LEED AP, Buyer at (970) 221-6777with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST STATEMENT ENCLOSED WITH THE ADDENDUM HAS BEEN RECEIVED. BE ACKNOWLEDGED BY A WRITTEN BID/QUOTE STATING THAT THIS Addendum 2 - 7204 Veterans Plaza at Spring Canyon Community Park Page 1 PART 3 EXECUTION 3.01 Sample A. Provide a 2'x2' mock-up of each proposed concrete color and finish for review by the Owner's Representative prior to placement of pavement. Obtain written authorization to proceed prior to placing remaining walk. The sample may become a part of the permanent work if approved by the Owner. If the sample is not approved, the Contractor shall remove the test section from the site and shall place another sample for approval. 3.02 Examination and Preparation A. Verify grades and elevations of base. Remove loose material from compacted subgrade. Proof - roll subgrade; give notice of unstable areas. Moisten subgrade to provide a uniformly damp condition. B. Verify compacted subgrade is ready to support paving and imposed loads. ASTM D698, Minimum Percent Compaction: 95 C. Moisten substrate to minimize absorption of water from fresh concrete. D. Set clean forms to required grades and lines, rigidly braced and secured. Sidewalks shall be minimum 5-inch thick, except provide minimum 8-inch thickness at Trash Compactor Slab in Maintenance Yard. D. Check tolerances as follows (slip form methods shall produce equivalent results): 1. Top of form: 1/8 inch in 10 feet 2. Alignment of vertical face: 1/4 inch in 10 feet E. Adjust manholes and utility structures to grade. 3.03 Forming A. Place and secure forms to correct location, dimension, and profile. B. Place expansion joints as shown on plans (Sheet S1) C. Coordinate utility pads with respective Division 15 and Division 16 Contractors. D. Place joint filler between paving components and building or other appurtenances. E. Form for handicap accessibility at curbs and gutters as shown. 3.04 Placing Reinforcing A. Place and support steel reinforcement as specified on details. B. Reinforcement for concrete stairs shall be as shown on drawings. 3.05 Mixing Color Pigments A. Pigments: Mix in accordance with manufacturer's instructions. Mix until pigments are uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated. B. Schedule delivery of concrete to provide consistent mix times from batching until discharge. 3.06 Placing Concrete A. Place concrete in accordance with ACI 301 and Section 03050. B. Do not disturb reinforcement, embedded components, or formed joints during concrete placement. C. Place concrete continuously between predetermined construction joints. D. Apply curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. SECTION 02750 - CONCRETE PAVING Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 8 LOG OF BORING NO. 7 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park. PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 Oci , 0 a DESCRIPTION m >-: w Z _ to w > ZU Z Of N Z Z ZZ Co m w O , 0 WZ>- U w 0 Approx. Surface Elev.: 5132.7 ft o D z � � u°i m o o a ti 0.5 6" TOPSOIL 5132 SANDY LEAN CLAY Dark brown, soft CL 1 ICS 12 4 18.5 101 5 7 5125.5 CLAYEY SAND Brown, very.loose SC 2 SS 12 2 19.8 10 Q 12 5120.5 SILTY SAND WITH GRAVEL a. ( Brown, loose 15 5117.5 15 SM 3 SS 12 6 18.0 i BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 Herr a can BORING STARTED 4-15-05 WL 11 WD 1 FILLED IN AB 4 5-05 COME WL IWL 2 � RIG75EDFOREMAN CMG i Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 98 LOG OF BORING NO. 8 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION m } o ~� rn m w p z Z} oW �c Approx. Surface Elev.: 5135.2 ft o Z) z � U) m � o o D n M Lo 0.5 6" TOPSOIL 5134.5 CLAYEY SAND Brown, brown, loose to very loose 1 SCT4S 12 6 17.0 101 SC 12 2 13.7 28/10/42 SC 12 2 5 s * Silty sand lenses encountered 10 5125 10 SM 5 SS 12 4 22.1 BOTTOM OF BORING The stratification lines represent the approximate boundary lines bebveen soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 4-15-05 WL 6 WD IT 2.2 WCI COMPLETED4 5-05 WL BORING CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 99 LOG OF BORING NO. 9 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 DESCRIPTION = O m > � N Oa w Z� �W Ow 0 Cou! O O CD Approx. Surface Elev.: 5137.1 ft o D z � Of rn m o o a � Cn 0.5 6" TOPSOIL 5136.5 SANDY LEAN CLAY Brown, dark brown, very soft to medium stiff CL 1 RS 12 5 13.2 97 5 Silty sand lenses encountered it CL 2 ISSI 12 2 25.4 10 15 5122 15 CL 3 SS 12 1 0 25.6 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerracon BORING STARTED 4-14-05 WL -7 8 WD 1 8.2 AB BORING COMPLETE4 WL � s RIG 551 FOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 100 LOG OF BORING NO. 10 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 DESCRIPTION JO 0 a U s } � o z F- K C7 F=- CO m W 0 Z2i W Z } OW� Approx. Surface Elev.: 5137.7 ft 0 D z F' of U)i a. M � UD 0 o. W (n 0.5 6" TOPSOIL 5137 SANDY LEAN CLAY Brown, dark brown, soft to medium stiff CL 3 SS 12 4 12.1 CL 4 SS NR 3 5 5132.5 5 SILTY SAND WITH GRAVEL Brown, medium dense p. to 5127.5 10 SM 5 SS 12 28 10.1 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerracon BORING STARTED 4-15-05 WL DRY WD 1 FILLED IN AB COMPLET4 5-05 WL IWL 7 BORING CME 75EFDOREMAN CMG Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 101 LOG OF BORING NO. 11 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION � F CL z U U W m w O ?� �z } az w Q Approx. Surface Elev.: 5139.1 ft o Z) z IL U cn m o o a Z Cn 0.5 6" TOPSOIL 5138.5 SANDY LEAN CLAY Brown, brown, stiff to very stiff CL 2 RS 12 11 10.7 111 CL 3 SS 12 11 11.5 CL 4 SS NR 15 5 7 ` Silty sand lenses encountered 5132 WEATHERED SILTSTONE/ CLAYSTONE Tan, grey rust 5 SS 12 29 13.4 10 5129 10 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-15-05 WL Q 9 WD =FILLED IN AB CO4 5-05 BMPLET1rerracon WIL 2 Y BORING CME 75EFDOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 102 LOG OF BORING NO. 12 Page 1 of 1 CLIENT BHA Design, INC ENGINEER SITE South of Cottonwood Glen Park Fort Collins, Colorado PROJECT Proposed Spring Canyon Community Park U' M DESCRIPTION Approx. Surface Elev.: 5140.1 ft i-- o 0 M rn D SAMPLES TESTS w m z w �' c 0 W zrn ai m 0 Z o z 0 a o z ZZ 0 w 0.5 6" TOPSOIL 5139.5 SANDY LEAN CLAY Brown, brown, very stiff 3 5137 5 10 15 20 25 WEATHERED SILTSTONE/ CLAYSTONE 1 Brown, olive, tan, rust Q 9.5 5130.5 CL 1 CS 12 31 9.8 119 2 SS 12 35 15.0 SILTSTONE/ CLAYSTONE Brown, olive, tan, rust, hard to very hard 25 5115 3 SS 12 40 13.1 4 ISSI 11 50/0.9 14.5 5 SS 12 50 15.5 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Ir ac®n BORING STARTED 4-15-05 WL Q 6 WD = 4.7 AB ING CO 5-05 BORMPLETEDur 4 1CMG W L `Z � RIG CME 75 1 FOREMAN WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 103 LOG OF BORING NO. 13 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION J m } w o U W ca of > Z Cn Of Z Z Z U 2 a O FQ �z >_ U a Approx. Surface Elev.: 5133.6 ft o Z) z � ca m o a U) 0.5 6" TOPSOIL 5133 SANDY LEAN CLAY Dark brown stiff CLAYEY SAND Brown, medium stiff CL 1 CS 12 6 9.2 122 5 7 5126.5 SILTY SAND WITH GRAVEL Brown, medium dense SM 2 SS 12 11 6.9 Q 14.5 5119 19 3 SS 12 13 18.9 �'Z�r—W SILTSTONE/ CLAYSTONE Brown olive tan rust BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerr�con BORING STARTED 4-15-05 WL � 12 VVD 1 10.5 AB BORING COMMPLETE 4 5-05 WL � s R G 75EDOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 104 LOG OF BORING NO. 14 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 DESCRIPTION J � C � CI a z _ } (n W Z� z �F LL0 ZW W LU ai W d d_ ¢O U O 7 Z F- W of cn m U of u O a Z� O m 0.5 6" TOPSOIL SANDY LEAN CLAY 1 Dark brown, very soft to, medium stiff �Z CL 1 SS 6 2 27.6 5 CL 2 ISSI 12 6 18.9 10 15 15 CL 3 SS 12 2 13.2 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 4-15-05 WL -7 5 WD 1 1.5 WCI BMPLETD4-15-05 COME WL � Y ROBING 75EFFOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 105 LOG OF BORING NO. 15 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION m r W_ co W2' Z 2 F- Z H (� p Q N LU> m W 2i Za. Z } 0 W Approx. Surface Elev.: 5125.3 ft o Z) z ~ U' of m� o D uai U a co 0.5 6" TOPSOIL 5125 SANDY LEAN CLAY Brown, dark brown, very soft to medium stiff CL 1 ISSI 12 5 16.0 5 * Silty sand lenses encountered Q CL 2 SS 12 2 20.6 10 15 5110.5 15 CL 3 SS 12 0 20.9 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. ONS, ft WATER LEVEL OBSERE4/28/2005 Irerracon BORING STARTED 4-14-05 WL Q 8 WD IT FILLED IN AB 4 COIG WL � � BORING CME 55EDFOREMAN CMG WL Water Level APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 106 LOG OF BORING NO. 16 Page 1 of 1 CLIENT BHA Design, INC ENGINEER SITE South of Cottonwood Glen Park Fort Collins, Colorado PROJECT Proposed Spring Canyon Community Park U' U_ _ c� DESCRIPTION Approx. Surface Elev.: 5139.9 ft z' = LU = o co> } U) Co D SAMPLES TESTS m Z w a} c w � ZU a0 U) m o F- �� w a0 F- j o o a N ❑ Q u' Z F OZ w Z Z) U) 0.5 6" TOPSOIL 5139.5 SANDY LEAN CLAY Brown, brown, stiff to very stiff 1 12 5128 5 10 15 20 25 CL 1 SS 12 8 17.8 CL 2 jSSj 12 17 16.3 CL 3 SS 12 25 11.3 CL 4 ISSI 2 13 11.6 WEATHERED SILTSTONE/ CLAYSTONE Gray, olive, rust, tan 22 5118 5 SS 12 11 22.8 6 SS 12 1 15 122.7 SILTSTONE/ CLAYSTONE Gray, olive, rust, tan, hard to very hard 29.3 5110.5 BOTTOM OF BORING 7 ISS 12 51 17.3 The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Ire rrac®n BORING STARTED 4-14-05 WL � DRY WD = 8.4 AB 4 COME WL 2 � BORING 55EFDOREMAN CMG WL ft Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 107 3.07 Finishing A. Provide uniform joint patterns as shown on drawings, with dummy joints at 10 foot o.c. where not otherwise shown. Sawed joints should be cut within 24 hours of concrete placement, and should be a minimum of 25% of slab thickness. B. Sidewalks: Medium broom, radius edges and trowel joint. Remove joint tool marks so only vertical joint is visible. Heavy broom finish and scoring required by ADA at handicap access ramp and curb ramp locations C. Slope or cross slope walks and slabs to provide positive drainage. D. Broomed: Pull broom across freshly floated concrete to produce fine, medium texture in straight lines perpendicular to main line of traffic. Do not dampen brooms. 3.08 Joints A. Construct expansion, weakened -plane control (contraction), and construction joints straight with face perpendicular to concrete surface. Construct transverse joints perpendicular to centerline, unless otherwise detailed. B. Weakened -Plane Control or Contraction Joints: See plans. Construct control joints for depth equal to at least % of the concrete thickness, as follows: 1. Form sawed joints using powered saws equipped with shatterproof abrasive or diamond - rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. C. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for period of more than %: hour, except where such placements terminate at expansion joints. Construct joints using standard metal keyway -section forms. D. Expansion Joints: Locate expansion joints at maximum of 180'-0" on centers maximum each way unless otherwise shown on the Construction Drawings. Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, sidewalks, and other fixed objects. E. Joint Fillers: Extend joint fillers full -width and depth ofjoint, and not less than %: inch or more than l inch below finished surface where joint sealer is indicated. Furnish joint fillers in l-piece lengths for full width being placed, wherever possible. Where more than 1 length is required, lace or clipjoint filler sections together. F. Joint Sealants: Joints shall be sealed with approved exterior pavement joint sealants and shall be installed in accordance with manufacturer's recommendations. 3.09 Damaged Work A. Concrete work shall be protected from damage as a result of settlement, vandalism, construction activity, or other causes. B. Cracked or otherwise damaged sidewalks shall be removed and replaced. 3.10 Curing A. Colored Concrete: Apply curing compound for colored concrete in accordance with manufacturer's instructions. 3.11 Color Tolerances A. Minor variations in appearance of colored concrete, which are similar to natural variations in color and appearance of unpigmented concrete, are acceptable. SECTION 02750 - CONCRETE PAVING Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 9 LOG OF BORING NO. 17 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 o DESCRIPTION 0 � o F � 0 n z F LL CD U) m W 0 ?� �Z } Oz 0 Approx. Surface Elev.: 5119.6 ft o z of cn m O o a Z ` 0.5 6" TOPSOIL 5119 SANDY LEAN CLAY Brown, dark brown, very soft to soft CL 1 IRS1 12 3 119.1 1 111 5 Silty sand lenses encountered CL 2 SS 12 2 27.7 10 15 5104.5 15 CL 3 SS 12 1 0 38.4 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerracon BORING STARTED 4-14-05 5 WD = 2.6 AB 4 14-05 COMPLETEDME-551 WL 2 � ROBING FOREMAN CMG WL WELL Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 108 LOG OF BORING NO. 18 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 DESCRIPTION m .. i O a W ZN F- XLu F— Z zZ ad m W 0 ~ Z) O W Approx. Surface Elev.: 5117.E ft 0 Z) z Of Q. m o 0 a D U) 0.5 6" TOPSOIL 5117 SANDY LEAN CLAY Brown, dark brown, very soft to medium stiff 1 CL 1 RS 12 5 10.3 107 Q 5 115 * Silty sand lenses encountered CL 2 ISSI 12 1 30.8 10 5102.5 15 CL 3 ISSI 12 0 35.1 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft I rerr ac®n BORING STARTED 4-14-05 WL 9- 5 WD 2.8 AB BORMPLETD4 4-05 ING COME WL 9-E � RIG 55EFFOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 109 LOG OF BORING NO. 19 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS U DESCRIPTION J m C } N a a Z _ VJ W > Zrn F- �W F- Z F=- ZUL U o- U CIO 2 CL UU {—0 WZ r 0w fY U Approx. Surface Elev.: 5115.9 ft o n Z � X U) m o o cx z) ' ' ` 0.5. 6" TOPSOIL 5115.5 CL 1 SS 12 6 27.3 89 SANDY LEAN CLAY Brown, dark brown, very soft to medium stiff L CL 2 RS 12 4 33.7 85 Q 5 * Silty sand lenses encountered CL 3 SS 12 0 34.4 10 15 5101 15 CL 4 ISSI 12 0 141.1 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1reacon BORING STARTED 4-14-05 WL 5 WD 112.7 AB COMPLETED 4 4-05 WL V � � ROBING IG ME 551 FOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 110 LOG OF BORING NO. 20 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS U DESCRIPTION O m >: a DwZ �w o CO m w U ?1X � OZZwz ofoZ- Approx. Surface Elev.: 5114.6 ft o D z o o ~0 i ui v 71 0.5 6" TOPSOIL 5114 CL 1 ISS 12 7 7.8 SANDY LEAN CLAY Brown, dark brown, very soft to stiff 38/20/68 CL 2 SS 12 2 33.1 1 5 * Silty sand lenses encountered Q CL 3 SS 12 3 29.1 10 15 5099.6 15 CLI 4 ISS 12 4 132.21 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-14-05 WL 7- 7 WD -T 5.3 AB OBING CO 4 4-05 BPLETDIrerracan WL 7-� RIG ME55EFOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 111 LOG OF BORING NO. 22 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION m o a ~ _ 0� ZIZ— �Zo °d m w o Z 0 try �Z j ZZ Uw of Approx. Surface Elev.: 5140.5 ft w C d w d� ¢O >- of Z� 5rn 0—i o � Z o: Cn m � U o a ZD co a o 1 FILL MATERIAL 5139.5 Sandy Lean Clay SC 1 CS NR 15 SC 2 ICS112 20 110.11 122 Brown, trace gravel, stiff M .7 3 CLAYEY SAND 5137.5 Brown dark brown medium dense 22/9/30 M SILTY SAND WITH GRAVEL 5 Brown loose very dense 5135.5 5 SILTY SAND Brown, loose, trace gravel 10 5130.5 10 SM 5 SS 12 6 4.5 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 4-15-05 WL � DRY WD 1 FILLED IN AB COIG MPLETED4 WL Y BORING CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 112 y Pa Addendum 1 - 7204 Veterans Plaza at Spring Canyon Communitrk 113 -4 -2 00 Cn M m r r 2 0 n O z Cn O r 4 D o z 6 8 10 0.1 1 10 APPLIED PRESSURE, TSF N a a 0 .J N Specimen Identification Classification 'Yd, pcf WC,% 3.Oft SANDY LEAN CLAY 101 22 10 APPLIED PRESSURE, TSF Specimen Identification Classification Id, pcf WC,% 101 2 3.Oft SANDY LEAN CLAY 102 22 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerra an Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Colorad Job #: 20055075 _-- ... Date: 5-3-05 U.I APPLIED PRESSURE, TSF 10 Specimen Identification Classification X, pcf WC,% 101 3 3.0ft I SANDY LEAN CLAY 92 18 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park 1rerracon Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Coloradi Job #: 20055075 U.1 1 APPLIED PRESSURE, TSF 10 Specimen Identification Classification Yd, pcf WC,% 101 4 3.Oft CLAYEY SAND 103 1 15 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerraccin Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Co Job #: 20055075 3.12 Repair and Protection A. Repair or replace broken or defective concrete. Remove surface stains. Protect concrete from damage until Substantial Completion. B. Prior to final inspection, sweep concrete and wash free of stains, dirt, and other foreign material. END OF SECTION SECTION 02750 - CONCRETE PAVING Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 10 r 7 u r r O z Cl) 0 r O D O z APPLIED PRESSURE, TSF Specimen Identification I Classification Yd, pcf WC,% lei 5 3.Oft 1 SANDY LEAN CLAY 92 32 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerracon Site: South of Cottonwood Glen Park Fort Collins, Colorado Job #: 20055075 Date: 6-2-05 APPLIED PRESSURE, TSF Specimen Identification I Classification Ya, pcf WC,% 191 6 3.Oft I CLAYEY SAND 100 16 Notes: Irerracon CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Coloradi Job #: 20055075 pate: 5-3 D5 -4 -2 oil Cn r r 2 n O Z N O r 0 4 D O Z 6 8 10 0.1 1 10 APPLIED PRESSURE, TSF N Q m a z Specimen Identification Classification Yd, pcf WC,% • 7 4.Oft SANDY LEAN CLAY 101 16 -4 -2 Cn r� r 2 r C) O z En O r 0 4 D O z 6 8 10 0.01 0.1 1 10 APPLIED PRESSURE, TSF N Specimen Identification Classification 7 0 i N J Z a, pcf WC,% 1.0ft CLAYEY SAND 101 17 U.1 APPLIED PRESSURE, TSF lug Specimen Identification Classification Yd, pcf WC,% 191 9 3.Oft 1 SANDY LEAN CLAY 97 13 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerra an Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Coloradi Job #: 20055075 Date: 5-3-05 _ _ _ I u r r n O z 0 r O 0 z 4 2 00 4 - 6 8 0 ).01 0.1 1 1( APPLIED PRESSURE, TSF Specimen Identification Classification Yd, pcf WC,% 101 10 1.0ft SANDY LEAN CLAY 110 12 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerracon Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Colorad Job #: 20055075 Date: 5-3-05 0.01 0.1 1 10 APPLIED PRESSURE, TSF Specimen Identification Classification Yd, pcf WC,% 191 11 Loft SANDY LEAN CLAY 111 11 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerracon Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Job #: 20055075 Date: 5-3-05 U.l APPLIED PRESSURE, TSF 10 Specimen Identification Classification Ya, pcf WC,% 191 12 4.Oft 1 WEATHERED BEDROCK: SILTSTONE/ CLAYSTONE 119 10 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park 1rerraccin Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Col Job #: 20055075 OL 0.1 APPLIED PRESSURE, TSF Specimen Identification Classification Yd. pcf WC,% 191 17 3.Oft SANDY LEAN CLAY 111 19 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park 1rerracon Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Job #: 20055075 Date: 5-3-05 -4 -2 04 cn M m r r 2 n O z N O r_ 0 4 a z 6 8 - 10 0.1 1 10 APPLIED PRESSURE, TSF N a 0 c� J Notes: N Z U U a' q N O N N O O CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerracon Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Colorad o Job #: 20055075 U U Date: 5-3-05 Specimen Identification Classification Yd, pcf WC,% • 18 3.Oft SANDY LEAN CLAY 107 10 DIVISION I SECTION 01270 — UNIT PRICES PART 1-GENERAL 1.01 Related Documents Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 Summary This Section includes administrative and procedural requirements for unit prices. Related Sections include the following: 1. Division 1 Section "Allowances" for procedures for using unit prices to adjust quantity allowances. 1.03 Definitions A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. 1.04 Procedures A. Unit prices includes acquisition of necessary material, plus cost for delivery, installation (per the drawings and specifications), insurance, applicable taxes, overhead, and profit. B. Measurement and Payment: Refer to individual Specification Sections for work that requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. C. Owner reserves the right to reject Contractor's measurement of work -in -place that involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor. D. List of Unit Prices: A list of unit prices is included in Part 3. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. PART 2 — MATERIALS (Not Used) PART 3 - EXECUTION 3.01 List of Unit Prices Demolition Unit Price Item: Demolition of Curb and Gutter 1. Description: Demolition, removal, and disposal of curb and gutter, including all efforts and materials required for complete removal. 2. Unit of Measurement: Linear Foot Unit Price Item: Demolition of Clear and Grub I. Description: Demolition, removal, and dispose of existing weed, grasses and plant material not selected for protection all incidental efforts and materials required to complete the demolition. SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 11 U.1 APPLIED PRESSURE, TSF 10 Specimen Identification Classification Yd, pcf WC,% 1*1 19 3.Oft SANDY LEAN CLAY 85 34 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerracon Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, C Job #: 20055075 I u r r n O z 0 0 r O D 1 O z APPLIED PRESSURE, TSF Specimen Identification I Classification 711 pcf WC,% 1.* 22 1.0ft FILL MATERIAL: SANDY LEAN CLAY WITH GRAVEL 122 10 Notes: CONSOLIDATION TEST Project: Proposed Spring Canyon Community Park Irerracon Site: South of Cottonwood Glen Park Fort Collins, Colorado Job #: 20055075 Date: 6-2-05 60 CL CH 50 P L A 40 s T I C 1 30 T Y I N 20 D E X 10 0 ML MH CL-ML 20 40 60 80 100 LIQUID LIMIT Specimen Identification LL PL PI %Fines Classification 0 5 9.Oft NP NP NP 31 SILTY SAND(SM) M 8 2.Oft 28 19 9 42 CLAYEY SAND(SC) A 20 4.Oft 38 18 20 68 SANDY LEAN CLAY(CL) * 22 2.Oft 22 14 8 30 CLAYEY SAND(SC) i i I Irerracon ATTERBERG LIMITS RESULTS Project: Proposed Spring Canyon Community Park Site: S of Cottonwood Park and N of Horsethooth Rd Fort Collins, Colorad Job #: 20055075 Date: 5-3-05 XUUUIIUUI II I - IwU r VULUI a 1J I 'a aLvrlu ly Va 11y V1I vvI1u 11ul nay I C 11. �v.+ Irerracon CLIENT: PROJECT: LOCATION: TERRACON NO P.O. Box 503 301 North Howes Street FORT COLLINS, COLORADO 80521 (970) 484-0359 FAX (970) 484-0454 BHA Design, Inc. DATE OF TEST: 24-May-05 Spring Canyon Community Park Composite Sample Test Boring No. 8 @ 0.5' - 4.0' 20055075 CLASSIFICATION: Clayey Sand - SC TEST SPECIMEN NO. 1 2 3 COMPACTION PRESSURE (PSI) 110 180 270 DENSITY (PCF) 110.4 114.3 118.8 MOISTURE CONTENT (%) 17.8 15.2 13.1 EXPANSION PRESSURE (PSI) -0.31 -0.31 0.16 HORIZONTAL PRESSURE @ 160 PSI 124 122 116 SAMPLE HEIGHT (INCHES) 2.51 2.50 2.44 EXUDATION PRESSURE (PSI) 170.3 264.9 524.3 CORRECTED R-VALUE 15.0 16.7 21.0 UNCORRECTED R-VALUE 15.0 16.7 21.5 R-VALUE @ 300 PSI EXUDATION PRESSURE = 17 100 90 80 70 w 60 J 50 a 40 30 20 10 0 0 100 200 300 400 500 600 700 800 EXUDATION PRESSURE - PSI Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 131 F.D. Box03 Irerracon 301 North Howes Street North H FORT COLLINS, COLORADO 80521 (970) 484-0359 FAX (970) 484-0454 CLIENT: BHA Design, Inc. DATE OF TEST: 24-May-05 PROJECT: Spring Canyon Community Park LOCATION: Composite Sample Test Boring No. 20 @ 0.5' - 4.0' TERRACON NO. 20055075 CLASSIFICATION: Sandy Lean Clay - CL TEST SPECIMEN NO. 1 2 3 COMPACTION PRESSURE (PSI) 50 100 200 DENSITY (PCF) 114.8 116.2 119.8 MOISTURE CONTENT (%) 19.1 17.9 15.3 EXPANSION PRESSURE (PSI) -0.28 -0.16 -0.19 HORIZONTAL PRESSURE @ 160 PSI 142 135 112 SAMPLE HEIGHT (INCHES) 2.34 2.48 2.37 EXUDATION PRESSURE (PSI) 144.7 222.8 623.7 CORRECTED R-VALUE 6.6 10.7 22.5 UNCORRECTED R-VALUE 7.0 10.7 23.7 R-VALUE @ 300 PSI EXUDATION PRESSURE = 13 100 90 80 70 w 60 J 50 Q 40 30 20 10 0 0 100 200 300 400 500 600 700 800 EXUDATION PRESSURE - PSI Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 132 APPENDIX C 16mm-irnn Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community ar 1 3 GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1 3/8" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube - 2" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler - 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". For 3" O.D. ring samplers (IRS) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140-pound hammer falling 30 inches, reported as "blows per foot," and is not considered equivalent to the "Standard Penetration"or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling N/E: Not Encountered WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE -GRAINED SOILS Standard Standard Unconfined Penetration or Penetration or Compressive N-value (SS) N-value (SS) Ring Sampler IRS) Strength. Qu, Ps f Blows/Ft. Consistency. Blows/Ft. Blows/Ft. Relative Density < 500 <2 Very Soft 0-3 0-6 Very Loose 500 — 1,000 2-3 Soft 4-9 7-18 Loose 1,001 — 2,000 4-6 Medium Stiff 10-29 19-58 Medium Dense 2.001 — 4,000 7-12 Stiff 30 — 49 59-98 Dense 4,001 — 8,000 13-26 Very Stiff 50+ 99+ Very Dense 8,000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term(s) of other Percent of Maior Component constituents Dry Weight of Sample Particle Size Trace < 15 Boulders Over 12 in. (300mm) With 15 — 29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) RELATIVE PROPORTIONS OF FINES Silt or Clay Passing #200 Sieve (0.075mm) Descriptive Term(s) of other Percent of PLASTICITY DESCRIPTION constituents Dry Weight Term Plasticity Index Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High 30+ 1 rerracan _ Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 134 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' Soil Classification Group Symbol Group Name° Coarse Grained Soils Gravels Clean Gravels Cu z 4 and 1 s Cc s 3` GW Well -graded gravel` More than 50% retained More than 50% of coarse Less than 5% fines` Cu <4 and/or 1 > Cc > 3E GP Poorly graded gravel` fraction retained on on No. 200 sieve No. 4 sieve Gravels with Fines More Fines classify as ML or MH GM Silty gravel`'•" than 12% fines° Fines classify as CL or CH GC Clayey graveiFG" Sands Clean Sands Cu >_ 6 and 1 5 Cc 5 Y SW Well -graded sand' 50% or more of coarse Less than 5% fines° Cu < 6 and/or 1 > Cc > 3E SP Poorly graded sand' fraction passes No. 4 sieve Sands with Fines Fines classify as ML or MH SM Silty sandG"' More than 12% fines° Fines Classify as CL or CH SC Clayey sander"' Fine -Grained Soils Sills and Clays inorganic PI > 7 and plots on or above "A" line' CL Lean clayK`m 50% or more passes the Liquid limit less than 50 PI <4 or plots below "A" line' ML Silt ," No. 200 sieve organic Liquid limit - oven dried Organic clayK. " N OL Liquid limit - not dried Organic siltK--'-O Silts and Clays inorganic PI plots on or above "A" line CH Fat clayN4M1' Liquid limit 50 or more PI lots below "A"line MH Elastic Silt"*t4 organic Liquid limit - oven dried Organic clay '" "" <0.75 OH Liquid limit - not dried Organic silty ° Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3-in. (75-mm) sieve B.If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. `Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay x "Cu = Da°/D1a Cc = D30 D10 x Dao F If soil contains >_ 15% sand, add "with sand" to group name. GIf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. sa so a w 40 0 z > 30 U gCn20 o_ 10 7 4 0 0 "If fines are organic, add "with organic fines" to group name. If soil contains >_ 15% gravel, add "with gravel" to group name. ' If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. "'If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI >_ 4 and plots on or above "A" line. oPI < 4 or plots below "A" line. P PI plots on or above "A" line. oPI plots below "A" line. 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) Forth 111-6/98 lNerracan (Bawd on ASTM t~-29.4) Sedirngn;Eary Rocks. i Sedim�rttaN rocks.zr5 stratified matehals laid.,dcwn b wc7ter.or wind. TjI sedimenes maybe . {'1 m;�4 ?C �� 'Ir�rkl I. S nr iifP P,.X151_Ifl9 rpc;ks .-d fh.'E?d hy: rJ1I- ianiC r3l 1xvathpcinu, _e%r4pOri IC37 EX -EJV Cian;i al or aryortic-6tir� n. TI3c'scttiimcn[S aI'e R1SiJ2:ly inclur@ted by ceriitl tation or ramEc c2�en.. lieaf . 5ferj.,fin t�raied sifievous rsc[c comos�d €rf micrr�r}stallEne sir. cry ptocryvta3line g6aHz, bha.lrl=,4iony Gr ipai. 1_=hei is variCIU5 001,Dred, pam:rti ';o d rse, hard iand haU a'C0fI(;h0id'A to Sp ID Ur ' Fraolur . aysfa�e I In8= E2inesi rr,, k, rn.m S�swd t nr dQ j:r$ k7y. em:514:1 04 s lts :fin i Se;Js:or•anyr ror;' containing claw So;E nia:2siveand r1i3V frORt Ii]; G�ft731S�tG 1TililSrrllS.: Cwigl:orTicrate Roc :consrvarc of a: arnsidarable amoum,cir.rourtdcd:gravdi,; end -and cobblos .� th or avCkh i�t irttertti�+l �r..cemYr�tirmr� maiercyl; Tiff cemn nifrrg or irte titial rti�t�rl�r rridp" 8 r U, iLr, rap I, r;31r C��, dritornrLe; Clay, iro ❑x.id 7 or ❑l� r [y aturlaIS:. s�otaravii irne-or�ir�arl;,carn r� ke ,rcuCt: coal isiinrg 6f'.the. miner l ra5�iar€iite [Cat lcd(Cos. y:`contairi :Lion-c:�,rtsr,jiat.:mturiEfPa such: -'a quartz,cl ert, �layminerat, arg ni matter_ gyps6hi and sulfido's- Reacts, Mth hydr chbrjr-a6d (14CL):. Lrm�sibac A ifne�arainbd carbonato r+�6k eotlsistiny yf '�i mineral cabcil� (G�Ck3.�). ��a! gnnt�ain nori arhanat? smpui mas such as. quartz, ehprt, cla} rauner ls,: crg�r is niattr, r, gyp gum and :su(fid`s. E'ed�t Sand-atonc . Ror{ : �ryncistin with or With bug, mtersliiFL;�vl and ' arn� rk riq i materiels. Ttb�--cem'antind Or interstitial rnateral ma 6e quartz, opal, Calcite :ftrlr0mitei r,lay, trori C -!5 nr oth r mg wdal, male eire-gr.lz. d.rvck:corn.a sed ofi: aruerived by erosion of`silts and clay* cram roil 6nt71Cilny"Clef sii�r= i5 it rlf, ili�ky;;r�t flstiiic m�;5° fJ� €'ray,, black, r-ad OT ntien end may cant�ir?so�mc �arbonato niinrr�l� l;c:als:ao�c;us sF�la}- - 511-Stone Fine:��Erded cork campcsed oc er desired b5r_�rasion iof sllt�'gr rark:CoriL�rrnrifa srlr SiltsE�rrir� :tfrn,E 3;Frr� c�srii �arbkiy cf Sisk �izei particf s (O,CiE � Eo a�.002 mrr� n arami Te:} an ;vre interniedlat� sec s E7ewmon olalstorvss an saridstniias arrtF an2yr UanL orb t �riGnaka rnmer;,l City of Fort Collins Purchasing Financial Services Purchasing Division 215 N. Mason St. 2ntl Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing SPECIFICATIONS AND CONTRACT DOCUMENTS FOR Veterans Plaza at Spring Canyon Community Park PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS March 3, 2011 — 3:00 P.M. (OUR CLOCK) 2. Unit of Measurement: Square Foot Unit Price Item: Protection Fence 1. Description: Installation and removal of 4' snow fence and T posts including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Earthwork and Utilities Unit Price Item: Imported Fill 1. Description: Acquisition, import, distribution and compaction of fill including all incidental efforts and materials required for a complete item. 2. Unit of Measurement: Cubic Yard Unit Price Item: Earthwork -Cut and stockpiling 1. Description: Cut and stockpiling of earthwork including all incidental efforts and materials required for a complete item. 2. Unit of Measurement: Cubic Yard Unit Price Item: Earthwork -Cut Fill 1. Description: distribution and compaction of fill including all incidental efforts and materials required for a complete item. 2. Unit of Measurement: Cubic Yard Unit Price Item: Topsoil stripping and stockpiling 1. Description: Cut and stockpiling of topsoil including all incidental efforts and materials required for a complete item. 2. Unit of Measurement: Cubic Yard Unit Price Item: Topsoil spreading and placement I. Description: Spreading and placement of topsoil including all incidental efforts and materials required for a complete item. 2. Unit of Measurement: Cubic Yard Unit Price Item: Vehicle Tracking Pad 1. Description: Installation and maintenance of vehicular tracking pads including all incidental efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Irrigation Supply Pipe— l8" PVC 1. Description: Eighteen inch PVC irrigation supply pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Irrigation Supply Pipe —6" PVC 1. Description: Sir inch PVC irrigation supply pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Irrigation Supply Pipe— Blow Off Valve 1. Description: Irrigation Supply pipe Blow Off Valve installation per drawings including all efforts and materials required for a complete item. SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 12 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages BID INFORMATION 00020 Notice Inviting Bids 00020-1 -00020-2 00100 Instruction to Bidders 00100-1 - 00100-9 00300 Bid Form 00300-1 - 00300-3 00400 Supplements to Bid Forms 00400-1 00410 Bid Bond 00410-1 - 00410-2 00420 Statements of Bidders Qualifications 00420-1 - 00420-3 00430 Schedule of Major Subcontractors 00430-1 CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 00510 Notice of Award 00510-0 00520 Agreement 00520-1 - 00520-6 00530 Notice to Proceed 00530-1 00600 Bonds and Certificates 00600-1 00610 Performance Bond 00610-1 - 00610-2 00615 Payment Bond 00615-1 - 00615-2 00630 Certificate of Insurance 00630-1 00635 Certificate of Substantial Completion 00635-1 00640 Certificate of Final Acceptance 00640-1 00650 Lien Waiver Release(Contractor) 00650-1 - 00650-2 00660 Consent of Surety 00660-1 00670 Application for Exemption Certificate 00670-1 - 00670-2 CONDITIONS OF THE CONTRACT 00700 General Conditions 00700-1 - 00700-34 Exhibit GC -A GC -Al - GC-A2 00800 Supplementary Conditions 00800-1 - 00800-2 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 - 00960-4 SPECIFICATIONS Rev10/20/07 Section 00020 Page 2 SECTION 0002 INVITATION TO E SID Rev 10/20/07 1 Section 00020 Page 3 SECTION 00020 INVITATION TO BID Date: February 7, 2011 Sealed Bids will be received by the City of Fort Collins (hereinafter referred to as OWNER), at the office of the Purchasing Division, 3:00 P.M., our clock, on March 3, 2011, for the Veterans Plaza at Spring Canyon Community Park; BID NO. 7204. If delivered, they are to be delivered to 215 North Mason Street, 2nd Floor, Fort Collins, Colorado, 80524. If mailed, the mailing address is P. O. Box 580, Fort Collins, CO 80522-0580. At said place and time, and promptly thereafter, all Bids that have been duly received will be publicly opened and read aloud. The Contract Documents provide for the construction of Bid 7204 Veterans Plaza at Spring Canyon Community Park, 2626 W Horsetooth, Fort Collins, with work including concrete, earthwork, walls & ramps, statue foundation, landscape and irrigation. Direct technical questions to Kathleen Benedict, Project Manager, at 970-416- 2260 or kbenedict@fcgov.com. Direct purchasing questions to John Stephen, Senior buyer, at 970-221-6777 or jstephen@fcgov.com. All Bids must be in accordance with the Contract Documents on file with The City of Fort Collins, 215 North Mason St., 2nd floor, Fort Collins, Colorado 80524. A prebid conference and job walk with representatives of prospective Bidders will be held at 10 a.m., on February 15, at Conference Room in the Maintenance Facility at Spring Canyon Community Park, 3156 S. Overland Trail (South and of Overland Trail) with site visit to follow. Prospective Bidders are invited to present their questions relative to this Bid proposal at this meeting. The Contract Documents and Construction Drawings may be examined online at: • City of Fort Collins BuySpeed: https://secure2.fcgov.com/bso/login.jsp Bids will be received as set forth in the Bidding Documents. The Work is expected to be commenced within the time as required by Section 2.3 of General Conditions. Substantial Completion of the Work is required as specified in the Agreement. Rev10120107 Section 00020 Page 1 The successful Bidder will be required to furnish a Performance Bond and a Payment Bond guaranteeing faithful performance and the payment of all bills and obligations arising from the performance of the Contract. No Bid may be withdrawn within a period of forty-five (45) days after the date fixed for opening Bids. The OWNER reserves the right to reject any and all Bids, and to waive any informalities and irregularities therein. Bid security in the amount of not less than 50 of the total Bid must accompany each Bid in the form specified in the Instructions to Bidders. Sales Prohibited/Conflict of Interest: No officer, employee, or member of City Council, shall have a financial interest in the sale to the City of any real or personal property, equipment, material, supplies or services where such officer or employee exercises directly or indirectly any decision -making authority concerning such sale or any supervisory authority over the services to be rendered. This rule also applies to subcontracts with the City. Soliciting or accepting any gift, gratuity favor, entertainment, kickback or any items of monetary value from any person who has or is seeking to do business with the City of Fort Collins is prohibited City of Fort Collins By James B. O'Neill, II, CPPO, FNIGP Purchasing & Risk Management Director Rev10/20/07 Section 00020 Page 2 SECTION 00100 INSTRUCTIONS TO BIDDERS SECTION 00100 INSTRUCTIONS TO BIDDERS 1.0 DEFINED TERMS Terms used in these Instructions to Bidders which are defined in the Standard General Conditions of the Construction Contract (No. 1910-8, 1990 ed.) have the meanings assigned to them in the General Conditions. The term "Bidder" means one who submits a Bid to OWNER, as distinct from a sub -bidder, who submits a Bid to Bidder. The terms "Successful Bidder" means the lowest, qualified, responsible and responsive Bidder to whom OWNER (on basis of OWNER's evaluation as hereinafter provided) makes an award. The term "Bidding Documents" includes the Advertisement or Invitation to Bid, Instructions to Bidders, the Bid Form, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 2.0 COPIES OF BIDDING DOCUMENTS 2.1. Complete sets of Bidding Documents may be obtained as stated in the Invitation to Bid. No partial sets will be issued. The Bidding Documents may be examined at the locations identified in the Invitation to Bid. 2.2. Complete sets of Bidding Documents shall be used in preparing Bids; neither OWNER nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.3. The submitted Bid proposal shall include Sections 00300, 00410, 00420, and 00430 fully executed. 2.4. OWNER and Engineer, in making copies of Bidding Documents available on the above terms, do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 3.0 QUALIFICATION OF BIDDERS 3.1 To demonstrate qualifications to perform the Work, each Bidder must submit at the time of the Bid opening, a written statement of qualifications including financial data, a summary of previous experience, previous commitments and evidence of authority to conduct business in the jurisdiction where the Project is located. Each Bid must contain evidence of Bidder's qualification to do business in the state where the Project is located or covenant to obtain such qualification prior to award of the contract. The Statement of Qualifications shall be prepared on the form provided in Section 00420. 3.2. In accordance with Section 8-160 of the Code of the City of Fort Collins in determining whether a bidder is responsible, the following Rev10/20/07 Section 00100 Page 1 shall be considered: (1) The ability, capacity and skill of the bidder to perform the contract or provide the services required, (2) whether the bidder can perform the contract or provide the service promptly and within the time specified without delay or interference, (3) the character, integrity, reputation, judgment, experience and efficiency of the bidder, (4) the quality of the bidder's performance of previous contracts or services, (S) the previous and existing compliance by the bidder with laws and ordinances relating to the contract or service, (6) the sufficiency of the financial resources and ability of the bidder to perform the contract or provide the service, (7) the quality, availability and adaptability of the materials and services to the particular use required, (8) the ability of the bidder to provide future maintenance and service for the use of the subject of the contract, and (9) any other circumstances which will affect the bidder's performance of the contract. 3.3. Each Bidder may be required to show that he has handled former Work so that no just claims are pending against such Work. No Bid will be accepted from a Bidder who is engaged on any other Work which would impair his ability to perform or finance this Work. 3.4 No Bidder shall be in default on the performance of any other contract with the City or in the payment of any taxes, licenses or other monies due to the City. 4.0 EXAMINATION OF CONTRACT DOCUMENTS AND SITE 4.1. It is the responsibility of each Bidder, before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, (c) familiarize himself with federal, state and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 4.2. Reference is made to the Supplementary Conditions for identification of: Subsurface and Physical Conditions SC-4.2. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Rev10120/07 Section 00100 Page 2 5.0 INTERPRETATIONS AND ADDENDA. 5.1. All questions about the meaning or intent of the Bidding Documents are to be submitted in writing to the Engineer and the OWNER. Interpretation or clarifications considered necessary in response to such questions will be issued only by Addenda. Questions received less than seven days prior to the date for opening of the Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 5.2. All questions concerning the scope of this project should be directed to the Engineer. Questions regarding submittal of bids should be directed to the City of Fort Collins' Purchasing Division. 5.3. Addenda may also be issued to modify the Bidding Documents as deemed advisable by OWNER or Engineer. 5.4. Addenda will be mailed or delivered to all parties recorded by the OWNER as having received the Bidding documents. 6.0 BID SECURITY 6.1. Each Bid must be accompanied by Bid Security made payable to OWNER in the amount stated in the Invitation to Bid. The required security must be in the form of a certified or bank cashier's check payable to OWNER or a Bid Bond on the form enclosed herewith. The Bid Bond must be executed by a surety meeting the requirements of the General Conditions for surety bonds. 6.2. The Bid Security of the successful Bidder will be retained until such Bidder has executed the Agreement and furnished the required contract security, whereupon Bid Security will be returned. If the successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within 15 days of the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have reasonable chance receiving the award may be retained by OWNER until the earlier of the seventh day after the effective date of the Agreement or the thirty-first day after the Bid Opening, whereupon Bid Security furnished by such Bidders will be returned. Bid Security with Bids which are not competitive will be returned within seven days after the Bid opening. 7.0 CONTRACT TIME. The number of days within which, or the date by which the Work is to be substantially complete and also completed and ready for Final Payment (the Contract Times) are set forth in the Agreement. Rev10/20/07 Section 00100 Page 3 8.0 LIQUIDATED DAMAGES. Provisions for liquidated damages are set forth in the Agreement. 9.0 SUBSTITUTE ("OR EQUAL") MATERIAL AND EQUIPMENT The Contract, if awarded, will be on the basis of material and equipment described on the Drawings or specified in the Specifications without consideration of possible substitute or "or equal" items. Whenever it is indicated on the Drawings or specified in the Specifications that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to Engineer, application for such acceptance will not be considered by Engineer until after the "effective date of the Agreement". The procedure for submittal of any such application by CONTRACTOR and consideration by Engineer is set forth in the General Conditions which may be supplemented in the General Requirements. 10.0 SUBCONTRACTORS, SUPPLIERS AND OTHERS 10.1. Each Bidder shall submit at the Bid opening to OWNER a list of principal subcontractors he proposes to use in the Work. Refer to Section 00430 contained within these Documents. 10.2. If OWNER or Engineer after due investigation has reasonable objection to any proposed Subcontractor, either may, before the Notice of Award is given, request the apparent successful Bidder to submit an acceptable substitute without an increase in Bid price. If the apparent successful Bidder declines to make any substitution, OWNER may award the contract to the next lowest responsive and responsible Bidder that proposes to use acceptable subcontractors. Subcontractors, suppliers, other persons or organization listed and to whom OWNER or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the effective date of the Agreement as provided in the General Conditions. 10.3. CONTRACTOR shall not be required to employ any subcontractor, supplier or other persons or organizations against whom he has reasonable objection. The use of subcontractors listed by the Bidder and accepted by OWNER prior to the Notice of Award will be required in the performance of the Work. 11.0 BID FORM. 11.1. A copy of the Bid Form is bound in the Contract Documents which may be retained by the Bidder. A separate unbound copy is enclosed for submission with the Bid. Rev 10/20/07 - Section 00100 Page 4 11.2. Bid Forms must be complete in ink or typed. All lump sum prices on the form must be stated in words and numerals; in case of conflict, words will take precedence. Unit prices shall govern over extensions of SUMS. 11.3. Bids by corporations must be executed in the corporate name by the president or a vice-president (or other appropriate officer accompanied by evidence of authority to sign) and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation shall be shown below the corporate name. 11.4. Bids by partnerships must be executed in the partnership name and signed by a partner, his title must appear under his signature and the official address of the partnership must be shown below the signature. 11.5. Bids by joint venture shall be signed by each participant in the joint venture or by an authorized agent of each participant. The full name of each person or company interested in the Bid shall be listed on the Bid Form. 11.6. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). 11.7. No alterations in Bids, or in the printed forms therefore, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, OWNER may require the Bidder to identify any alteration so initialed. 11.8. The address and telephone number for communications regarding the Bid shall be shown. 12.0 BID PRICING. Bids must be priced as set forth in the Bid Schedule or Schedules. 13.0 SUBMISSION OF BIDS. 13.1. Bids shall be submitted at the time and place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope marked with the Project title, Bid No., and name and address of the Bidder and accompanied by the Bid Security, Bid Form, Bid Bond, Statement of Bidders Qualifications, and Schedule of Subcontractors as required in Section 00430. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 13.2. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Invitation to Bid, or any extension thereof made by addendum. Bids received after the time and date for receipt of Bids will be returned unopened. Bidder shall assume Rev10/20/07 Section 00100 Page 5 2. Unit of Measurement: Each Unit Price Item: Irrigation Supply Pipe— Manhole 1. Description: Irrigation Supply Pipe Manhole installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer —48" RCP 1. Description: Forty-eight inch RCP storm sewer installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Storm Sewer — 36" RCP 1. Description: Thirty-six inch RCP storm sewer installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price ltem: Storm Sewer — 30" RCP 1. Description: Thirty inch RCP storm sewer installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Storm Sewer— 24" RCP I. Description: Twenty -Four inch RCP storm sewer installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Storm Sewer— 18" RCP 1. Description: Eighteen inch RCP storm sewer installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Storm Sewer— 15" RCP 1. Description: Fifteen inch RCP storm sewer installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Storm Sewer- 15" Flared End Section with Trash Rack 1. Description: Fifteen inch Flared End Section Storm Sewer with Trash Rack installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer- 24" Flared End Section with Trash Rack 1. Description: Twenty-four inch Flared End Section Storm Sewer with Trash Rack installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each SECTION 01270 — UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 13 full responsibility for timely delivery at the location designated for receipt of Bids. 13.3. Oral, telephonic, telegraphic, or facsimile Bids are invalid and will not receive consideration. 13.4. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 14.0 MODIFICATION AND WITHDRAWAL OF BIDS. 14.1. Bids may be modified or withdrawn by an appropriate document duly executed (in a manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. 14.2. Bids may also be modified or withdrawn in person by the Bidder or an authorized representative provided he can prove his identity and authority at any time prior to the opening of Bids. 14.3. Withdrawn Bids may be resubmitted up to the time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. 15.0 OPENINGS OF BIDS. Bids will be opened and (unless obviously non -responsive) read aloud publicly as indicated in the Invitation to Bid. An abstract of the amounts of the Base Bids and major alternates (if any) will be made available after the opening of Bids. 16.0 BIDS TO REMAIN OPEN SUBJECT TO ACCEPTANCE. All Bids shall remain open for forty-five (45) days after the day of the Bid Opening, but OWNER may, in his sole discretion, release any Bid and return the Bid Security prior to that date. 17.0 AWARD OF CONTRACT. 17.1. OWNER reserves the right to reject any and all Bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, nonresponsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Rev10/20/07 Section 00100 Page 6 17.2. In evaluating Bids, OWNER will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 17.3. OWNER may consider the qualification and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations is submitted as requested by OWNER. OWNER also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.4. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications and financial ability of the Bidder's proposed Subcontractors, Suppliers and other persons and organizations to do the Work in accordance with the Contract Documents to OWNER's satisfaction within the prescribed time. 17.5. If the Contract is to be awarded, it will be awarded to the lowest responsive and responsible Bidder whose evaluation by OWNER indicates to OWNER that the award will be in the best interest of the OWNER. Award shall be made on the evaluated lowest base bid excluding alternates. The basis for award shall be the lowest Bid total for the Schedule or, in the case of more than one schedule, for sum of all schedules. Only one contract will be awarded. 17.6. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within forty-five (45) days after the date of the Bid opening. 18.0 CONTRACT SECURITY. The General Conditions and the Supplementary Conditions set forth OWNER's requirements as to performance and other Bonds. When the Successful Bidder delivers the executed Agreement to the OWNER, it shall be accompanied by the required Contract Security. 19.0 SIGNING OF AGREEMENT. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written Contract Documents attached. Within fifteen (15) days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within ten (10) days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification. Rev10/20/07 Section 00100 Page 7 20.0 TAXES. OWNER is exempt from Colorado State Sales and Use Taxes on materials and equipment to be incorporated in the Work. Said taxes shall not be included in the Contract Price. Reference is made to the General and Supplementary Conditions. 21.0 RETAINAGE. Provisions concerning retainage are set forth in the Agreement. 22.0 PURCHASING RESTRICTIONS. Purchasing restrictions: The Bidder's authorized signature of this Bid assures the Bidder's compliance with the City's purchasing restrictions. A copy of the resolutions are available for review in the Purchasing and Risk Management Division or the City Clerk's office. A. Cement Restrictions: City of Fort Collins Resolution 91-121 requires that suppliers and producers of cement or products containing cement to certify that the cement was not made in cement kilns that burn hazardous waste as a fuel. 23.0 COLLUSIVE OR SHAM BIDS. Any Bid deemed by the City in its sole discretion to be a collusive or sham Bid will be rejected and reported to authorities as such. Your authorized signature of this Bid assures that such Bid is genuine and is not a collusive or sham Bid. 24.0 BID RESULTS. For information regarding results for individual Bids send a self- addressed, self -stamped envelope and a Bid tally will be mailed to you. Bid results will be posted in the Purchasing office seven (7) days after the Bid Opening. END OF SECTION Rev10/20/07 Section 00100 page 8 SECTION 00300 BID FORM Rev 10/20/ PROJECT: SECTION 00300 BID FORM Place Date 1. In compliance with your Invitation to Bid dated 20 and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor) authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows: 5. All the various phases of Work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. through Rev 10/20/07 Section 00300 Page 1 r� 0 �o � L � HE W. U) Z O w J W 0 Z 0 F.. 0 Q �a 3 _ 0 y r w y r as L w �a u m y _ r O O CC — J ti 3 v cf) v 4 r .- F 3 p � � L. y rJ. 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T T T T T 'O O V1 o v — a v Z Z Z^ E E^ E _^ v y `• - L C E � ^ ti ti y vvi vvi 3 C v > > > :� > t7 c.7 cs ca at �n a a � r cs � > � > > > > > � — iv u - o Cl) cn c a n U U U 0 0 0 0 0¢ i a i E M U UU U a a a i a o . U a v v v v U L p o 0 o a s o 0 o U v v v v U O O O O O Q ¢ W J�A in u c a .a .a a> a> a> a> a> R h .c c E E ^ E o c O _ _ 'L v v v v v O O O v v a� ai v c3 a1 iC c3 N ¢ U ao a 0 0 rn rn rn 7 5n = = O' 2 C C C C C u. o C > C 0 Unit Price Item: Storm Sewer- 30" Flared End Section with Trash Rack 1. Description: Thirty inch Flared End Section Storm Sewer with Trash Rack installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer- 36" Flared End Section with Trash Rack 1. Description: Thirty-six inch Flared End Section Storm Sewer with Trash Rack installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer- 48" Flared End Section with Trash Rack I. Description: Forty-eight inch Flared End Section Storm Sewer with Trash Rack installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer— 4' Manhole I. Description: 4' Storm Sewer Manhole installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer— Manhole Riser (lid) I. Description: Manhole Riser Lid installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer— Type C Inlet I. Description: Type C Inlet installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer— Type 13 Combination Inlet 1. Description: Type l3 Combination Inlet installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Storm Sewer— Type R Curb Inlet I. Description: Type R Curb Inlet installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: 6'x4'x 161.E RCB I. Description: 6'x4'xl6 If. Reinforced concrete box installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Lump Sum Unit Price Item: 6'x1.5'x 621.E RCB 1. Description: 6'xl.5'x621.f. Reinforced concrete box installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Lump Sum SECTION 01270 -UNIT PRICES - Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 14 Lt Cc. Cc. i fc.. Lc. CL Lt Lt L• !i. Lt Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q LL Q Z71 cr) rn Ct) a O 0 M O 0 rl O _r� 11 U 69 69 69 69 69 69 69 69 69 69 69 69 64 69 64 6) 69 69 69 6'i 69 69 69 69 69 69 En 65 69 a) M v a U ^ n J vl C p - L L 1n — c0 — r r F w = r w _ _ r w t 3 2 r c3 w a w Q 7- .❑ u U rn v cn O U) > w > w > w > W O U O -o U O -o U O ^7 U B U 'o U `D > aD > y N Q1 J v 0 U N d ss Z O H U W N LL O 0 Z W a� rn M a 0 0 M O 0 C 0 U N 9. PRICES The foregoing prices shall include all labor, materials, transportation, shoring, removal, dewatering, overhead, profit, insurance, etc., to cover the complete Work in place of the several kinds called for. Bidder acknowledges that the OWNER has the right to delete items in the Bid or change quantities at his sole discretion without affecting the Agreement or prices of any item so long as the deletion or change does not exceed twenty-five percent (25%) of the total Agreement Price. RESPECTFULLY SUBMITTED: CONTRACTOR I:YiI Signature Title License Number (If Applicable) (Seal - if Bid is by corporation) Attest: Address Telephone Email Date Rev10/20/07 Section 00300 Page 6 SECTION 00400 SUPPLEMENTS TO BID FORMS 00410 Bid Bond 00420 Statement of Bidder's Qualifications 00430 Schedule of Subcontractors Rev 10/20/07 SECTION 00410 BID BOND KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned as Principal, and as Surety, are hereby held and firmly bound unto the City of Fort Collins, Colorado, as OWNER, in the sum of $ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors, and assigns. THE CONDITION of this obligation is such that whereas the Principal has submitted to the City of Fort Collins, Colorado the accompanying Bid and hereby made a part hereof to enter into a Construction Agreement for the construction of Fort Collins Project, 7204 Veterans Plaza at Spring Canyon Community Park. NOW THEREFORE, (a) If said Bid shall be rejected, or (b) If said Bid shall be accepted and the Principal shall execute and deliver a Contract in the form of Contract attached hereto (properly completed in accordance with said Bid) and shall furnish a BOND for his faithful performance of said Contract, and for payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the Agreement created by the acceptance of said Bid, then this obligation shall be void; otherwise the same shall remain in force and effect, it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extension of the time within which the OWNER may accept such Bid; and said Surety does hereby waive notice of any such extension. Surety Companies executing bonds must be authorized to transact business in the State of Colorado and be accepted by the OWNER. Rev10/20/07 Section 00410 Page 1 IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals this day of , 20 , and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. PRINCIPAL Name: Address: By: Title: ATTEST: By: (SEAL) By: Title: SURETY (SEAL) Rev10/20/07 Section 00410 Page 2 SECTION 00420 STATEMENT OF BIDDER'S QUALIFICATIONS All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of Bidder: 2. Permanent main office address: 3. When organized: 4. If a corporation, where incorporated: 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing the amount of each contract and the appropriate anticipated dates of completion.) 7. General character of Work performed by your company: 8. Have you ever failed to complete any Work awarded to you? If so, where and why? 9. Have your ever defaulted on a contract? If so, where and why? 10 Are you debarred by any government agency? If yes list agency name. Rev10/20/07 Section 00420 Page 1 11. List the more important projects recently completed by your company, stating the approximate cost of each, and the month and year completed, location and type of construction. 12. List your major equipment available for this contract. 13. Experience in construction Work similar in ,importance to this project: 14. Background and experience of the principal members of your organization, including officers: 15. Credit available: $ 16. Bank reference: 17. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the OWNER? m 19 Are you licensed as a General CONTRACTOR? If yes, in what city, county and state? class,'license and numbers? Do you anticipate subcontracting Work under Contract? If yes, what percent of total contract? and to whom? 20. Are any lawsuits pending against you or your firm at this time?_ IF yes, DETAIL Rev10/20/07 Section 00420 Page 2 what this 21. What are the limits of your public liability? DETAIL What company? 22. What are your company's bonding limitations? 23. The undersigned hereby authorizes and requests any person, firm or corporation to furnish any information requested by the OWNER in verification of the recital comprising this Statement of Bidder's Qualifications. Dated at this day of Name of Bidder By: Title: State of County of 20 being duly sworn deposes and says that he is of and that (name of organization) the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of Notary Public My commission expires 20 Rev10/20/07 Section 00420 Page 3 SECTION 00430 SCHEDULE OF SUBCONTRACTORS List all subcontractors for the work items listed below and all subcontractors performing over 15% of the contract. ITEM SUBCONTRACTOR Section 00430 Page 1 Unit Price Item: Storm Sewer —4' Manhole 1. Description: 4' Manhole including all efforts and materials required for a complete item. 2. Unit of Measurement: Lump Sum Unit Price Item: Storm Sewer— Concrete Cut Off Wall 1. Description: Concrete Cut Off Wall installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Erosion Control Fabric— NAG C350 1. Description: North American Green C350 erosion control fabric installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Erosion Control Fabric— NAG 120 1. Description: North American Green 120 erosion control fabric installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Erosion Control— Silt Fence 1. Description: Silt Fence installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Erosion Control — Bales 1. Description: Straw Bale installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Erosion Control— Gutter Wattle 1. Description: Gutter Wattle installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Erosion Control — Inlet Wattle 1. Description: Inlet Wattle installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Erosion Control — Ditch Wattle 1. Description: Ditch Wattle installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Small Area Inlet 1. Description: Small Area Inlet installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Perforated Pipe 1. Description: Perforated Pipe installation including all efforts and materials required for a complete item. SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 15 SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed SECTION 00510 NOTICE OF AWARD Date: TO: PROJECT: 7204 Veterans Plaza at Spring Canyon Community Park OWNER: CITY OF FORT COLLINS (hereinafter referred to as "the OWNER") You are hereby notified that your Bid dated , 20 for the above project has been considered. You are the apparent successful Bidder and have been awarded an Agreement for 7204 Veterans Plaza at Spring Canyon Community Park. The Price of your Agreement is Three (3) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Three (3) sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of Award, that is by 20 1. You must deliver to the OWNER three (3) fully executed counterparts of the Agreement including all the Contract Documents. Each of the Contract Documents must bear your signature on the cover of the page. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instructions to Bidders, General Conditions (Article 5.1) and Supplementary Conditions. Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award and to declare your Bid Security forfeited. Within ten (10) days after you comply with those conditions, OWNER will return to you one (1) fully -signed counterpart of the Agreement with the Contract Documents attached. By: City of Fort Collins OWNER James B. O'Neill, II, CPPO, FNIGP Director of Purchasing & Risk Management Section 00510 Page 1 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the . day of in the year of 20 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and (hereinafter called CONTRACTOR) OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: ARTICLE 1. WORK CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Project for which the Work under the Contract Documents may be the whole or only a part is defined as the construction of the 7204 Veterans Plaza at Spring Canyon Community Park and is generally described in Section 01100. ARTICLE 2. ENGINEER The Project has been designed by Ripley Design Inc, who is hereinafter called ENGINEER and who will assume all duties and responsibilities and will have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. ARTICLE 3. CONTRACT TIMES 3.1 The Work shall be Substantially Complete by May 6, 2011 after the date when the Contract Times commence to run as provided in the General Conditions and completed and ready for Final Payment and Acceptance in accordance with the General Conditions by May 20, 2011 after the date when the Contract Times commence to run. 3.2. Liquidated Damages. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that OWNER will suffer financial loss if the Work is not completed within the times specified in paragraph 3.1. above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expenses and difficulties involved in proving in a legal proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as penalty) CONTRACTOR shall pay OWNER the amounts set forth hereafter. Section 00520 Page 1 1) Substantial Completion: One Thousand Dollars ($1,000) for each calendar day or fraction thereof that expires after the May 6, 2011 period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, Five Hundred Dollars ($500.00) for each calendar day or fraction thereof that expires after the May 20, 2011 period for Final Payment and Acceptance until the Work is ready for Final Payment and Acceptance. ARTICLE 4. CONTRACT PRICE 4.1. OWNER shall pay CONTRACTOR for performance of the Work in accordance with the Contract Documents in current funds as follows: ($ ), $, Dollars, in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE 5. PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by ENGINEER as provided in the General Conditions. 5.1. PROGRESS PAYMENTS. OWNER shall make progress payments on account of the Contract Price on the basis of CONTRACTOR's Application for Payment as recommended by' ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in paragraph 2.6 of the General Conditions and in the case of Unit Price Work based on the number of units completed, and in accordance with the General Requirements concerning Unit Price Work. 5.1.1. Prior to Substantial Completion, progress payments will be in the amount equal to the percentage indicated below, but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER shall determine, or OWNER may withhold, in accordance with paragraph 14.7 of the General Conditions. 900 of the value of Work completed until the Work has been 50o completed as determined by ENGINEER, when the retainage equals 50 of the Contract Price, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account of Work completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 1000 of the Work completed. 900 of materials and equipment not incorporated in the Work (but delivered, suitably stored and .accompanied by documentation satisfactory to OWNER as provided in paragraph 14.2 of the General Conditions) may be included in the application for payment. 5.1.2. Upon Substantial Completion payment will be made in an amount Section 00520 Page 2 sufficient to increase total payments to CONTRACTOR to 93% of the Contract Price, less such amounts as ENGINEER shall determine or OWNER may withhold in accordance with paragraph 14.7 of the General Conditions or as provided by law. 5.2. FINAL PAYMENT. Upon Final Completion and Acceptance of the Work in accordance with paragraph 14.13 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said paragraph 14.13. ARTICLE 6. CONTRACTOR'S REPRESENTATION In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: 6.1. CONTRACTOR has familiarized himself with the nature and extent of the Contract Documents, Work, site, locality, and with all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance or furnishing of the Work. 6.2. CONTRACTOR has studied carefully all reports of explorations and tests of subsurface conditions and drawings of physical conditions which are identified in the Supplementary Conditions as provided in paragraph 4.2 of the General Conditions. 6.3. CONTRACTOR has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, reports, and studies (in addition to or to supplement those referred to in paragraph 6.2 above) which pertain to the subsurface or physical condition at or contiguous to the site or otherwise may affect the cost, progress, performance or furnishing of the Work as CONTRACTOR considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of paragraph 4.2 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, studies or similar information or data are or will be required by CONTRACTOR for such purposes. 6.4. CONTRACTOR has reviewed and checked all information and data shown or indicated on the Contract Documents with respect to existing Underground Facilities at or contiguous to the site and assumes responsibility for the accurate location of said Underground Facilities. No additional examinations, investigations, explorations, tests, reports, studies or similar information or data in respect of said Underground Facilities are or will be required by CONTRACTOR in order to perform and furnish the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents, including specifically the provision of paragraph 4.3. of the General Conditions. Section 00520 Page 3 6.5. CONTRACTOR has correlated the results of all such observations, examinations, investigations, tests, reports and data with the terms and conditions of the Contract Documents. 6.6. CONTRACTOR has given ENGINEER written notice of all conflicts, errors or discrepancies that he has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. ARTICLE 7. CONTRACT DOCUMENTS 7.1 The Contract Documents which comprise the entire Agreement between OWNER and CONTRACTOR concerning the Work consist of the General Conditions, Supplementary Conditions, those items included in the definition of "Contract Documents" in Article 1.10 of the General Conditions, and such other items as are referenced in this Article 7, all of which are incorporated herein by this reference. 7.2 Forms for use by CONTRACTOR in performing the Work and related actions in carrying out the terms of this Agreement are deemed Contract Documents and incorporated herein by this reference, and include, but are not limited to, the following: 7.2.1Certificate of Substantial Completion 7.2.2 Certificate of Final Acceptance 7.2.3Lien Waiver Releases 7.2.4Consent of Surety 7.2.5 Application for Exemption Certificate 7.2.6Application for Payment 7.3 Drawings, consisting of a cover sheet and sheets numbered as follows: Sheet 1 Cover Sheet Sheet 2-5 Site and Layout Plan Sheet 6-7 Site and Layout Plan Enelargements Sheet 8 Landscape Details, Notes Sheet 9 Stacked Boulder Slope Grading & Details Sheet 10-13 Site Details Sheet 14 Landscape Plan, Legend, Plant List Sheet 15-17 Landscape Plan Sheet 18-24 Hines Irrigation Plans & Details Sheet 25-28 ESC Electrical Plans & Details The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers to , inclusive. Section 00520 Page 4 7.5. The Contract Documents also include all written amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to paragraphs 3.5 and 3.6 of the General Conditions. 7.6. There are no Contract Documents other than those listed or incorporated by reference in this Article 7. The Contract Documents may only be amended, modified or supplemented as provided in paragraphs 3.5 and 3.6 of the General Conditions. ARTICLE 8. MISCELLANEOUS 8.1. Terms used in this Agreement which are defined in Article I of the General Conditions shall have the meanings indicated in the General Conditions. 8.2. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but not without limitations, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment no assignment will release or discharge that assignor from any duty or responsibility under the Contract Document. 8.3. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, Agreement and obligations contained in the Contract Document. Section 00520 Page 5 OWNER: CITY OF FORT COLLINS CONTRACTOR: By: By: JAMES B. O'NEILL II, CPPO, FNIGP DIRECTOR OF PURCHASING AND RISK MANAGEMENT Date: Attest: City Clerk Title: Date: (CORPORATE SEAL) Attest: Address for giving notices: Address forgiving notices: P. O. Box 580 Fort Collins, CO 80522 LICENSE NO.: Approved as to Form Assistant City Attorney Section 00520 Page 6 SECTION 00530 NOTICE TO PROCEED Description of Work: 7204 Veterans Plaza at Spring Canyon Community Park To: This notice is to advise you: That the contract covering the above described Work has been fully executed by the CONTRACTOR and the OWNER. That the required CONTRACTOR's Performance Bond and Payment Bond have been received by the OWNER. That the OWNER has approved the said Contract Documents. Therefore, as the CONTRACTOR for the above described Work, you are hereby authorized and directed to proceed within () calendar days from receipt of this notice as required by the Agreement. Dated this day of 20_ The dates for Substantial Completion and Final Acceptance shall be 20 and 20 , respectively. City of Fort Collins OWNER By: Title: ACKNOWLEDGMENT OF NOTICE Receipt of the above Notice to Proceed is hereby acknowledged this day of 20_ CONTRACTOR: By: Title: Section 00530 Page 1 SECTION 00600 BONDS AND CERTIFICATES 00610 Performance Bond 00615 Payment Bond 00630 Certificate of Insurance 00635 Certificate of Substantial Completion 00640 Certificate of Final Acceptance 00650 Lien Waiver Release (CONTRACTOR) 00660 Consent of Surety 00670 Application for Exemption Certificate 2. Unit of Measurement: Linear Foot Unit Price Item: Underdrain —8" PVC 1. Description: 8" PVC underdrain system installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Underdrain - Cleanout 1. Description: Underdrain Cleanout installation including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Hardscape Unit Price Item: Standard Grey Concrete Pavement (5" Thick) I. Description: Installation of Concrete including excavation, formwork, transportation, installation in place, and incidental effort and materials required for completed finished product. 2. Unit of Measurement: Square Foot Unit Price Item: Color Concrete Pavement (5" Thick)- Color l 1. Description: Installation of Colored Concrete including excavation, formwork, transportation, installation in place, and incidental effort and materials required for completed finished product. 2. Unit of Measurement: Square Foot Unit Price Item: Concrete Curb and Gutter (Park Interior) 1. Description: Installation of curb and gutter including excavation, formwork, and transportation, installation in place, and incidental effort and materials required for completed finished product. 2. Unit of Measurement: Linear Foot Unit Price Item: Stair Handrail 1. Description: Stair handrail including fabrication, painting, transportation, grout, posts, attachment in place, and incidental efforts and materials required for complete installed finished product. 2. Unit of Measurement: Linear Foot Unit Price Item: ADA Curb Access Ramo 1. Description: Type l Ramp installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Concrete Mow Strip I. Description: Installation concrete mow strip per drawings including excavation, formwork, and transportation, installation in place, and incidental effort and materials required for completed finished product. 2. Unit of Measurement: Linear Foot SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 16 SECTION 00610 PERFORMANCE BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto City of Fort Collins, 300 Laporte Ave, Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20_, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7204 Veterans Plaza at Spring Canyon Community Park. NOW, THEREFORE, if the Principal shall well, truly and faithfully perform its duties, all the undertakings, covenants, terms, conditions and agreements of said Agreement during the original term thereof, and any extensions thereof which may be granted by the OWNER, with or without Notice to the Surety and during the life of the guaranty period, and if the Principal shall satisfy all claims and demands incurred under such Agreement, and shall fully indemnify and save harmless the OWNER from all cost and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00610 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 . IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) (Title) (Address) Other Partners By: By: Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10/20/07 Section 00610 Page 2 SECTION 00615 PAYMENT BOND Bond No. KNOW ALL MEN BY THESE PRESENTS: that (Firm) (Address) (an Individual), (a Partnership), (a Corporation), hereinafter referred to as the "Principal" and (Firm) (Address) hereinafter referred to as "the Surety", are held and firmly bound unto the City of Fort Collins 300 Laporte Ave., Fort Collins, Colorado 80522 a (Municipal Corporation) hereinafter referred to as "the OWNER", in the penal sum of in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors and assigns, jointly and severally, firmly by these presents. THE CONDITIONS OF THIS OBLIGATION are such that whereas the Principal entered into a certain Agreement with the OWNER, dated the _ day of , 20, a copy of which is hereto attached and made a part hereof for the performance of The City of Fort Collins project, 7204 Veterans Plaza at Spring Canyon Community Park. NOW, THEREFORE, if the Principal shall make payment to all persons, firms, subcontractors, and corporations furnishing materials for or performing labor in the prosecution of the Work provided for in such Agreement and any authorized extension or modification thereof, including all amounts due for materials, lubricants, repairs on machinery, equipment and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on said Work, and for all labor, performed in such Work whether by subcontractor or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. Rev10/20/07 Section 00615 Page 1 PROVIDED, FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Agreement or to the Work to be performed thereunder or the Specifications accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Agreement or to the Work or to the Specifications. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. PROVIDED, FURTHER, that the Surety Company must be authorized to transact business in the State of Colorado and be acceptable to the OWNER. IN WITNESS WHEREOF, this instrument is executed in three (3) counterparts, each one of which shall be deemed an original, this day of , 20 IN PRESENCE OF: Principal (Corporate Seal) IN PRESENCE OF: IN PRESENCE OF: (Surety Seal) By: (Title) (Address) Other Partners Surety By: By: (Address) NOTE: Date of Bond must not be prior to date of Agreement. If CONTRACTOR is Partnership, all partners should execute Bond. Rev10120/07 Section 00615 Page 2 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. Rev10/20/07 Section 00630 Page 1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: 7204 Veterans Plaza at Spring Canyon Community Park PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: CONTRACT DATE: The Work performed under this contract has been inspected by authorized representatives of the OWNER, CONTRACTOR, and the ENGINEER and the project (or specified part of the project, as indicated above) is hereby declared to be substantially completed on the above date. A tentative list of items to be completed or corrected is appended hereto. This list may not be exhaustive, and the failure to include an item on it does not alter the responsibility of the CONTRACTOR to complete all the Work in accordance with the Contract Documents. ENGINEER AUTHORIZED REPRESENTATIVE DATE The CONTRACTOR accepts the above Certificate of Substantial Completion and agrees to complete and correct the items on the tentative list within the time indicated. By: CONTRACTOR AUTHORIZED REPRESENTATIVE DATE The OWNER accepts the project or specified area of the substantially complete and will assume full possession of th specified area of the project at 12:01 a.m., on responsibility for heat, utilities, security, and insurance under Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: project as project or The the Contract AUTHORIZED REPRESENTATIVE Rev10/20107 Section 00635 Page 1 DATE SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Gentlemen: 20 You are hereby notified that on the _ day of , 20, the City of Fort Collins, Colorado, has accepted the Work completed by for the City of Fort Collins project, 7204 Veterans Plaza at Spring Canyon Community Park. A check is attached hereto in the amount of $ as Final Payment for all Work done, subject to the terms of the Contract Documents which are dated , 20 . In conformance with the Contract Documents for this project, your obligations and guarantees will continue for the specified time from the following date: 20 Sincerely, OWNER: Citv of Fort Collins By: Title: ATTEST: Title: Rev10/20/07 Section 00640 Page 1 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: (CONTRACTOR) PROJECT: 7204 Veterans Plaza at Spring Canyon Community Park 1. The CONTRACTOR acknowledges having received payment, except retainage from the OWNER for all work, labor, skill and material furnished, delivered and performed by the CONTRACTOR for the OWNER or for anyone in the construction, design, improvement, alteration, addition or repair of the above described project. 2. In consideration of such payment and other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the CONTRACTOR voluntarily waives all rights, claims and liens, including but not limited to, mechanic's liens, Miller Act claims (40 U.S.C.A. 270 a and b), stop notices, equitable liens and labor and material bond rights which the CONTRACTOR may now or may afterward have, claim or assert for all and any work, labor, skill or materials furnished, delivered or performed for the construction, design, improvement, alteration, addition or repair of the above described project, against the OWNER or its officers, agents, employees or assigns, against any fund of or in the possession or control of the OWNER, against the project or against all land 'and the buildings on and appurtenances to the land improved by the project. 3. The CONTRACTOR affirms that all work, labor and materials, furnished, delivered or performed to or for the construction, design, improvement, alteration, addition or repair of the project were furnished, delivered or performed by the CONTRACTOR or its agents, employees, and servants, or by and through the CONTRACTOR by various Subcontractors or materialmen or their agents, employees and servants and further affirms the same have been paid in full and have released in full any and all existing or possible future mechanic's liens or rights or claims against the project or any funds in the OWNER'S possession or control concerning the project or against the OWNER or its officers, agents, employees or assigns arising out of the project. 4. The CONTRACTOR agrees to defend and hold harmless the OWNER, the lender, if any, and the Surety on the project against and from any claim hereinafter made by the CONTRACTOR'S Subcontractors, materialmen, employees, servants, agents or assigns against the project or against the OWNER or its officers, employees, agents or assigns arising out of the project for all loss, damage and costs, including reasonable attorneys fees, incurred as a result of such claims. Rev10120107 Section 00650 Page 1 5. The parties acknowledge that the description of the project set forth. above constitutes and adequate description of the property and improvements to which this Lien Waiver Release pertains. It is further acknowledged that this Lien Waiver Release is for the benefit of and may be relied upon by the OWNER, the lender, if any, and Surety on any labor and material bonds for the project. Signed this day of CONTRACTOR By: Title: ATTEST: Secretary STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 20 , by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 Rev10/20/07 Section 00650 Page 2 SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: PROJECT: 7204 Veterans Plaza at Spring Canyon Community Park CONTRACT DATE: In accordance with the provisions of the Contract between the OWNER and the CONTRACTOR as indicated above, for (Surety) on bond of hereby approves of the Final Payment to the CONTRACTOR, and agrees that Final Payment to the CONTRACTOR shall not relieve the Surety Company of any of its obligations to the OWNER, as set forth in the said Surety Company's Bond. IN WITNESS WHEREOF, the Surety Company has hereunto set its hand this day of , (Surety Company) By ATTACH: Power of Attorney and Certificate of Authority of Attorney(s)-in- Fact. Rev10/20/07 Section 00660 Page 1 Irrigation Unit Price Item: Irrigation for Turf (seed or sod ) areas less than 10 feet in width 1. Description: Turf Seed or Sod Irrigation system for areas less 10 feet in width, installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Irrigation for Turf (seed or sod ) areas greater than 10 feet in width 1. Description: Turf Seed or Sod Irrigation system for areas greater than 10 feet in width, installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Irrigation of low water use seed areas 1. Description: Irrigation system for seed mix B areas installation per drawings including all efforts and materials required for a complete item. (Does not include drip irrigation system) 2. Unit of Measurement: Square Foot Unit Price Item: Pop up spray sprinkler with nozzle — gear driven rotor I. Description: Pop up gear driven rotor spray sprinkler with nozzle installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Pop up spray sprinkler with nozzle — impact rotor 1. Description: Pop up impact rotor spray sprinkler with nozzle installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Drip Irrigation — per shrub, perennial or grass in planting bed I. Description: Drip irrigation installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Drip Irrigation — per one tree in turf 1. Description: Drip irrigation installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Sleeve Pipe — 4" 1. Description: 4 inch sleeve pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Sleeve Pipe — 6" 1. Description: 6 inch sleeve pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Sleeve Pipe — 3" 1. Description: 3 inch sleeve pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Sleeve Pipe — 12" SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 17 SECTION 00670 Section 00670 Page 1 DR 0172 (12/98) COLORADO DEPARTMENT OF REVENUE DENVER CO 80261 (303) 232-2416 CONTRACTOR APPLICATION FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39-26.114(1)(a)(XIX) ON DO NOT WRITE IN THIS SPACE The exemption certificate for which you are applying must be used only for the purpose of purchasing construction and building materials for the exempt project described below. This exemption does not include or apply to the purchase or rental of equipment, supplies, and materials which are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works owned and used by the exempt organization. Any unauthorized use of the exemption certificate will result in revocation of your exemption certificate and other penalties provided by law. A separate certificate is required for each contract. Subcontractors will not be issued Certificates of Exemption by the Department of Revenue. It is the responsibility of the prime contractor to issue certificates to each of the subcontractors. (See reverse side). FAILURE TO ACCURATELY COMPLETE ALL BOXES WILL CAUSE THE APPLICATION TO BE DENIED. Registration/Account No. (to be assigned by DOR) Period 0170-750 (999) $0.00 89 - CONTRACTOR 4INFORMATION Trade name/DBA: Owner, partner, or corporate name: Mailing address (City, State, Zip): Contact Person E-Mail address: Federal Employers Identification Number: Bid amount for your contract: $ Fax Number: ( ) Business telephone number: Colorado withholding tax account number: Copies of•contract or agreement,pages (1) identifying the contracting,parties EXEMPTION 'INFORMATION and(Y) containing signatures of•contracting;parties`must be attached... Name of exempt organization (as shown on contract): Exempt organization's number: 98 - Address of exempt organization (City, State, Zip): Principal contact at exempt organization: Principal contact's telephone number: Physical location of project site (give actual address when applicable and Cities and/or County (ies) where project is located) Scheduled Month Day Year Estimated Month Day Year construction start date: completion date: I declare under penalty of perjury in the second degree that the statements made in this application are true and complete to the best of my knowledge. Signature of owner, partner or corporate officer: Title of corporate officer: Date: DO NOT WRITE BELOW THIS LINE Section 00670 Page 2 Special Notice Contractors who have completed this application in the past, please note the following changes in procedure: The Department will no longer issue individual Certificates of exemption to subcontractors. Only prime contractors will receive a Contractor's Exemption Certificate on exempt projects. Upon receipt of the Certificate, the prime contractor should make a copy for each subcontractor involved in the project and complete it by filling in the subcontractor's name and address and signing it. The original Certificate should always be retained by the prime contractor. Copies of all Certificates that the prime contractor issued to subcontractors should be kept at the prime contractor's place of business for a minimum of three years and be available for inspection in the event of an audit. Once an 89# has been assigned to you, please use the next five numbers following it for any applications submitted for future projects. This should be your permanent number. For instance, if you were assigned 89-12345-0001, every application submitted thereafter should contain 89-12345 on the application. The succeeding numbers will be issued by the Department of Revenue. DO NOT enter what you believe to be the next in sequence as this may delay processing of your application. Section 00670 Page 3 Section 00670 Page 4 SECTION 00700 GENERAL CONDITIONS GENERAL CONDITIONS 1 tI CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GaNMR4L. CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a Lase. Changes to that document are shown by underlining test that has been added and striking through text that has been deleted. EJCDC GENE,RAI. CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORL COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number& -Title DEF11,9TIONS.-.........._.......................................I 1.1 Addenda.............................................1 1.2 Agreement.........................................1 1.3 Application for Pnyment..................... 1 1.4 Asbestos .......................... ....... ..... .......� 1.5 Bad ..................................................... I 1.6 Bidding Documents... * .. ..... * ' ' - 1 1.7 Bidding Requirements ............ .............. I 1.8 Bonds.................................................I 1.9 Change Order ..... ....... ................ ... ..,.,I 1.10 Contract Documents ............................ I. 1.11 Contract Price......................................1 1.12 Contract Times....................................I 1.13 CONTRACTOR..................................1 114 dtjtcrive.............................................1 1.15 Drawings ......................... ......... ....... ...1 1.16 Effective Date of the Agreement_,__._. „ 1 1.17 ENGLNEER.................... .......... .... ... ....I 1.18 ENGLNEER's Consultant,,,,,,,,,,,,,,,,,,,,,I 1.19 Field Order..........................................1 1.20 General Requirements..........................z L21 Hazardous Waste ...... ............._..... ...... .2 122.a Laws and Regulations; Laws or Regulations ...................................... 122.b Legal Holidays ..................................... 123 Liens.................................................2 Ltd Milestone 2 125 Notice of Award ....... .......... .... ............ 2 126 Notice to Proceed 9 1.27 OWNER ............................................. ? 1.28 Partial Utilization ..............................2 129 PCT3s..................................................2 1.30 Petroleum ----- ................................_..=' 1.11 Project................................................2 1.32.a RadioactiveMaterial ............................ 1.32.b Regular Working Hours ,,,,,,,,,,,,,,,,,,•,.,, 2 1.33 Resident Project Representative..,,,,,,,,2 1.34 Samples..............................................2 1.35 Shop Drawings...................................2 1.36 Specifications ........... ....... ......... ...........'- 1.37 Subcontractor......................................2 1.38 Substantial Completion.......................2 139 Supplementary Conditions .................. 2 1.40 Supplier..............................................2 1.41 Underground Facilities . ................. ._ *-3 1.42 Unit Price Work..................................3 1.43 Work..................................................3 1.44 Work Change Directive..._,__„..............3 1.45 Written Amendment ...........................3 Page Number PRELEIvIENARY MATTERS. ..... ...................3 2.1 Delivery of Bonds,,,_,..._...................3 2.2 Copies of Documents ........................ 13 Commencement of Contract Times; Notice to Proceed,,,,,,,,,,,,,,.3 2.4 Starting the Work,.............................3 2.5-2.7 Before Starting. Construction; CONTRACTOR's Responsibility to Report; Preliminary Schediles; Delivery of Certificates of Insurance ................................... 3-4 2.8 PreconsLrLLction Conference,,,,,,,,,,,,,, S 2.9 Initially Acceptable Schedules .......... 4 CONTRACT DOCUMENTS: INTENT, A,NIFNDING. REUSE .......................................... 3.1-3.2 Intent..... _........... _........_............... 3.3 Reference to Standards and Speci- fications of Technical Societies; Reporting and Resolving Dis- crepancies ................................. 4-5 3.4 Intent of Certain Terms or Adjecti vcs..................................... 5 3.5 Amending Contract Documents ......... 5 3.6 Supplementing Contract Documents ................................... 5 3.7 Reuse of Documents ........ .............> AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS REFERENCE POINTS.........................................5 4.1 Availability of Lands..-„ ....... ......... 5-6 4.2 Subsurface and Physical Conditions........ ,.. _ _.._...--.---.....6 4.2.1 Reports and Drawings.......................6 4.2.2 Limited Reliance. 6yCONTRAC- TORAuthorizedt Technical Data............................................ 6 4 2.3 Notice of Differing Subsurface or Physical Conditions ..,....... *........6 42.4 FNGINF-ER's Review........................6 42.5 Possible Contract Documents Change .................. ......... 4.2.6 Possible Price and Times Adjustments ................_........... F-7 4.3 Physical Conditions --Underground Facilities ....................................... 7 4.3.1 Shown or Indicated,.._.....................7 4.3.2 Not Shown or Indicated,,.. ............ ...7 4.4 Reference Points ........................ 7 E/CIx GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ aTY OF FORT COLUNS \CODIFICATIONS (REV 9/99.) Article or Paragraph Page Article or Paragraph Page Number &. Title Ntunher Number &: Title Nutmher 4.5 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material....................7-8 5. BONDS AND INSURANCE „ ............................... 8 5.1-5.2 Performance, Payment and Other Bonds ............................................... 8 5.3 Licensed Sureties and Insurers; Certificates of Insurance .................... 8 5:4 CONTRACIOR's Liability Insurance......................................... 9 5.5 OWNER's Liability Insurance .............. 9 5.6 Property Insurance ..........................9.10 5.7 Boiler and Machinery or Addi- tional Property Insurance ........... _._._ 0 5.8 Notice of Cancellation Protision.10 5.9 CONTRACTOR's Responsibility for Deductible Amounts .................... 10 5.11) Other Special Insurance .....................10 5.11 Waiver of Rights ................................ 1 I 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-I1 5.14 Acceptance of Bonds and Insr- ance; Option to Replace ......... ,.......... 1 5.15 Partial Utilization --Property Insurance ........:............................... I.I 6. CONRACfORSRESPONSBILrr[ES............... 11 6,1-6.2 Supervision and Superintendence ....... 11 63-65 Labor, Materials and Equipment.._ 11-12 6.6 Progress Schedule ..............................12 6.7 Substitutes and "Or -Equal" Items; CONCRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINF,F.R's Evaluation ............. 12-13 6.3-6. l l Concerning Subcontractors, Suppliers. and Others: Waiver of Rights .. ............... 13-14 6.12 Patent Fees and Royalties 14 6.13 Permits..........................................._14 6.14 Laws and Regulations ........................14 6.15 Taxes ........... ................................14-15 6.16 Use of Premises ................................. 15 6.17 Site Clearliness................................ IS 6.18 Safe Structural Loading.....................15 6.19 Record Documents .............................. 15 6.20 Safety and Protection ....................15-16 6.21 Safety Representative ......................... 16 6:22 Hazard Communication Programs..,,., 16 6.123 Emergencies.....................................16 6.24 Shop Drawings and Sam ples..............16 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal 16 6.26 Shop Drawing & Sample Submit- tul's Review by ENGINEER_ ... 16-17 627 Responsibility for Variations From Contract Documents17 6.23 Related Work Performed Prior to ENGNEFR's Review and Approval of Required Submittals...................................17 6.29 Continuing the Work......................17 6.30 CONTRACTOR's General . Warranty and Guarantee, ............. .17 6.31.6.33 Indemnification .......................... 17-18 6.34 Survival or Obligations ...................IS OTHER WORK ................................................. is 7.1.7.3 Related Work at Site IS 7.4 Coordination_ ...................... ...... IS OWNER'SRF.SPONSIBR.ITIES .........................18 8:1 Communications to CON- TRACTOR ................................. 18 8.2 Replacement of ENGINEER ............ IS 8.3 Furnish Data and Pay Promptly When Due I SA Lands and Easements; Reports and'rests ............................... I8-19 8:5 Insurance ....................................... 19 8.6 Change Orders ............................... 19 8.7 Inspections, Tests and Approvals...................................19 8.3 Stop or Suspend Work; Term inatc CONTRACTOR's Services ......................................19 S.9 Limitations on OWNER'S Responsibilities ............................ 19 8.10 Asbestos, PCBs. Petroleum, Hazardous Waste or Radioactive Material 19 8.11 Evidence of Financel Arrangements ............................ 19 ENGINEER'S STATUS DURING CONSTRUCTION.,......................................... ..19 9.1 OWNER's Representative ..............., 19 9.2 Visits to Site .................................. 19 9.3 Project Representative.,,,,,,,,,,,,,,, 19-21 9.4 Clarifications and Interpre- tations 21 9.5 Authorized Variations in �Wk..... _21 ECDC GENERAL CONDITIONS 1910-3 (1990 eDrnoNl w/ CITY OF FORT COU NS MODIFICATIONS (REV 9199) Article or Paragraph Page Article or Paragraph Number & Title Number Number & Title 9:6 RejectingDzfective Work..................21 9.7-9.9 Shop Drawings, Change Orders and Payments...................................21 9.10 Determinations for Unit Prices...,-- 21.22 9.11-9.12 Decisions on Disputes; ENGI- NEER as Initial InterpreteL..............22 9.13 Limitations an ENGI,iIEERs Authority and Responsibilities ..... 22-23 CHAINGES IN THE WORK ........................................ 23 10.1 OWNER's Ordered Change................?3 14. 10.2 Claim for Adjustment ........................ ^3 10.3 Work Not Required by Contract Documents...-, .................................. 23 10.4 Change Orders..................................23 10.5 Notification of Surety . ........................23 CHANGE OF CONTRACT PRICE .............................D 11.1-11.3 Contract Price; Claim for Adjustment; Value of the Work._ ................................ 23-24 11.4 Cast of the Work ........................... �4-25 11.5 Exclusions to Cost of the World .......... -_5 11 6 CONTRACTORS Fee ,,,,,,,,,,,,,,,,,,,,,,„25 11.7 Cost Records.................................25-26 11.8 Cash Allowances ............. ..............26 11.9 Unit Price Work................................26 CHANGE OF CONTRACT MES............................ 16 12.1 Claim for Adjustment.__,.__,,,,_-„-,-_„ 26 12.2 Time of the Essence ............................. 26' 12.3 Delays Beyond CONTRACTORs Control ................. ..................... 36-27 12.4 Delays Beyond OWNERS and CONTRACTORS Control ,,,,,,,,,,,,,,,,27 TESTS AND LNSPECTIONS; CORRECTION REMOVAL OR ACCEPl:ANCE OF DEFEC77VE WORK... .... .... _ .... ............................... 17 13.1 Notice of Defects...............................:;7 13.2 Access to the Work ............................ 7 13.3 Tests and Inspections; CONTRACTORS Cooperation .......... 27 13.4 OWNERs Responsibilities: Independent Testing Laboratory......27 13.5 CONTRACTORs Responsibilities ............................... =7 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval.................:27 13.8-13.9 Uncovering Work atENGi Page Number NEERs Request,,,,,,,,,,,,,,,,,,,,, 27-^_8 13.10 OWNER NUy Stop the Work .......... 28 13.11 Correction or Removal of Defective Work ............................ 8 13.12 Correction Period ...........................28 13.13 Acceptance of Defective Work ....... _28 13.14 OWNER May Correct Defective Work ..................................... 28-29 PAYMENTS TO CONTRACTOR AND COMPLETION..................................................29 14.1 Schedule of Values 29 14.2 Application for Progress Payment...... . ............. ... .......... .... 29 14.3 CONTRACTOR's Warranty of Title 29 14.4-14.7 Review of Applications for Progress Payments ................. 29-30 14.8-14.9 Substantial Completion ................„30 14.10 Partial Utilizatioq__._.,_-._......... 30-31 14,11 Final Inspection .............................31 14.12 Final Application for Payment ........ 31 14.13-14.14 Final Payment and Acceptance -,,,-„31 14.15 Waiver of Claims31-32 15. SUSPENSION OF WORK AND -rERMINAT TON ............................................... 32 15.1 OWNER May Suspend Work .......... 3^_ 13.2-15.4 OWNER May Terminate ....... ... 32 15.5 CONTRACTOR May Stop Work or Terminate .................. 32-33 16. DISPUTE. RESOLUTION „-„ .............................33 17. MISCELLANEOUS_ ....................................... 33 17.1 Giving Notice ............................ I... 33 17.2 Computation of Times, „ ,,,,,--,,,,,.....33 17.3 Notice,of Claim.............................. 33 17.4 Cumulative Remedies ,,,,,,,,,,,,,,,,,,,,,33 17.5 professional Fees and Court Costs Included .............................. 33 17.6 Applicable State Laws,,,,,,,,,,,,,,, 33-34 Intentionally left blank.......................................35 EXHIBIT GC -A: (Optional) Dispute Resolution Agreement ........... ....... GC -Al 16.1-16.6 Arbitration ,,,,GC -Al 16.7 Mediation,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,GC-Al ECDC. GENERAL CONDITIONS 1910-3 (1990 FDITION) w/ a TY.OF FORT COLLINS MODIFICATIONS (REV 91991) INDEX TO GENERAL CONDITIONS City of Fort Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of - Bonds andInsurancq........................................5.14 defective Work............................10.4.1, 13.5, 13.13 final payment........................................9.1, 14.15 insurance......................................................... 5.14 other Work, by CONCRACTOR.._ ......................7.3 Substitutes and 'Or -Equal" Items ......................6.7.1 Work by OWNER .............................. 2.5, 6.30, 6.34 Access to the -- Lands, OWNER andCONCRACTOR responsibilities ............................................. 4.1 site. related Work ........................ .......... .__........ 7.2 Work..........................................13.2..13.14. 14.9 Acts or Omissions--, Acts and Omissions -- CONTRACTOR ...................................6.9.1, 9.13.3 ENGINEER_..._ .. ................................. 6.20, 9.13.3 OWNER ................................................... 6.20, 8.9 Addenda --definition of (also see definition of Specifications)._ .... (1.6, 1.10, 6.19). 1.1 Additional PropertyInsurances .............. _................ 5.7 Adjustm ents- Contract Price or Contract Times_ ........................1.5, 3.5. 4.1, 4.3.2, 4.5.2. .............................4.5.3, 9.4, 9.5, 10.2-10.4, .........................................11, 12, 14.8. 15.1 progress schedule. .......... ...................... ._............ 6.6 Agreement -- definition of .......................................................12 "All -Risk" Insurance. policy form.............................6.2 Allowances. Cash....................................................11.8 Amending Contract Documents ................................ 3.5 Amendment, Written -- in general .... _....... .,1.10. 1.45, 3.5, 5.10, 5.12, 6.6.2 ......................6.8.2, 6.19, 10.1, 10.4, 11.2 .................................... 12.1, 13.12.2, 14.7.2 Appeal, OWNS or CONTRACTOR intent to......___..............210, 9.11. 10.4, 16.2, 165 Application for Payment -- definition of ....................................................... 1.3 ENGINFF.R's Responsibility, .... .........................9.9 final payment._,_,...,,,.,.., 9.13.4, 9. 13.5, 14,12-14.15 in general .......................... ? 8. ? 9, 5.6.4, 9.10, 15.5 progress payment......................................14.1-14.7 review of ................................................... .14.4-14.7 Arbitration ...................................................... 16.1-16,6 Asbestos -- claims pursuant thereto ..........................45.2, 45.3 CONTRACTOR authorized to stop Work .......... 4.5.2 definition of .......................................................... 1.4 Article or Paragraph Number OWNER responsibility for............................4.5.1, 8.10 Possible price and times change ............ :............ 4.5.2 Authorized Variations in Work„......, 3.6, 6.25, 6.27, 9.5 Availability of Lands, ......................... ............... 4.1.8.4 Award, Notice of --defined ... .................... ....... ........ I.25 Before Starting Construction..............................r.5-2.8 Bid --definition of........................1.5 (1.1, 1.10, 2.3, 3.3, ........................ . 4.2.6.4, 6.13, 11.4.3, 11.9.1) Bidding Documents -definition of_..._....................._....._._._..,_,.1.6(6.8.2) Bidding Requirements --definition of ................... I ............ I ......... 1.7 (1.1, 4.2.6.2) Bonds -- acceptance of, ......................... ............ ........5.14 additional bonds.........................._......10.5. 11.4.5.9 Cost of the Work.....:.......................................11.5.4 definition of.......................................................1.8 delivery of....................................................?-l. 5.1 final Application for Payment .................14.12.14.14 general ...................................... 1.10, 5.1.5.3, 5.13, ...............I.......................9.13, 10.5. 14.7.6 Performance, Payment and Other ........ .......... 5.1-52 Bonds and Insurance --in general.................................5 Builder's risk "all-risk" policy form., .... _... ___ ... _.... j.6.2 Cancellation Provisions, Insurance .......... :5.4.11, 5.8. 5.15 Cash Allowances ..................................................... 11.8 Certificate of Substantial Completion, ........ L38. 6.30.2.3. 14.3, 14.10 Certificates of Inspection .................. 9.13.4, 13.5, 14.12 Certificates of Insuranc.............. ?.7, 5.3. 5.4.11, 5.4.13. _.....................5.6.5, 5.8, 5.1 4, 9.13.4, 14.12 Change in Contract Price -- Cash Allowances..................._...,....,...,.,....,..._,1 L8 claim for price adjustment.............4.1. 4.2.6, 4.5, 5.15. 6.8.2. 9.4 ................... 9.5.9.11. 10.2. 10.5, 11.2, 13.9. ....................... 13.13, 13.14, 14.7, 15.1, 15.5 CONTRACTOR'S fee.........................................11.6 Cost of the Work general ........................................_..... 1 L4-11.7 Exclusions to ........................... -....................,I IS Cost Records ...................................................... 1 L7 in general,,,,,,,,,,,,, 1.19, 1.44, 9.11,.10.4.2, 10.4.3, 11 Lump Sum Prichg..........................................11.3.2 Notification of Surety ........................................10.5 Scope of. * ... **'*** ..... * ....... 10.3-10.4 Testing adnspctin, Uncovering the Work ............ ...................... 13.9 EJCOC OLNERAL CONDITIONS 1910-8 (1990 Eurnoh wf CITY OF FORT COLLINS \CODIFICATIONS (REV 9199) EXHIBIT 1 - QUESTIONS & ANSWERS 1. Q: Sheet S1 does not indicate concrete edging at the 2 south planting beds. Are these two beds contained by concrete mow band? A: Yes the two southern landscape areas shown on sheet L1 are contained by a concrete edger, detail 8 sheet D1. All edgers in this project are concrete, not metal. 2. Q: Regarding addendum 1 question #15: which seed area is this referring too? A: It is referring to the areas hatched on sheet L1 as'Native Seed Mix'. 3. Q: Can the Turf area be hydroseeded or drilled only? What is the seed mix for the Turf Areas? A: All areas hatched as 'turf on sheet L1 are to be sodded with Kentucky Bluegrass, not seeded (Plant note 9, sheet L2). 4. Q: In the unit price section 03300 page 7, which is seed mix A and which is Seed mix B? A: Seed mix A shall be the 'Native Seed Mix' called out on sheet L2 and in specs. Disregard Seed Mix B as no other type of seeding exists for this project. 5. Q: Sheet IR1: Zones EX55 & EX61 indicates existing control valves but the flag note #3 next to them indicates to install a new valve. Is this to be a new valve or are we to use the existing? A: EX55 is an existing valve that is no longer utilized, therefore the existing valve can be salvaged and relocated to this point. EX61 is existing. 6. Q: What size is the existing irrigation mainline A: Per as-builts received by the Park's original contractor, the mainline is 3" 7. Q: Control Valve legend and details indicate different valve types. Which one should we use? A: Details are correct: Rainbird PESB-PRS-B 8. Q: Is this a two wire system requiring decoders on the valves or a standard multi wire system? A: Conventional wired system -no decoders. 9. Native seed area is not to be straw crimped. END OF ADDENDUM Addendum 2 - 7204 Veterans Plaza at Spring Canyon Community Park Page 2 I . Description: 12 inch sleeve pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Sleeve Pipe— 16" 1. Description: 16 inch sleeve pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Isolation gate valve assembly-3" 1. Description: 3" isolation gate valve assembly installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Isolation gate valve assembly-4" I. Description: 4" isolation gate valve assembly installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Isolation gate valve assembly-6" 1. Description: 6" isolation gate valve assembly installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Ouick coupling valve assembly 1. Description: Quick coupling valve assembly installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Manual drain valve assembly I . Description: Manual drain valve assembly installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Remote control valve assembly for sprinkler laterals -I" 1. Description: 1" remote control valve assembly for sprinkler laterals installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item Remote control valve assembly for sprinkler laterals-1.5" 1. Description: 1.5" remote control valve assembly for sprinkler laterals installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Remote control valve assembly for sprinkler laterals-2" 1. Description: 2" remote control valve assembly for sprinkler laterals installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Remote control valve assembly for sprinkler laterals-3" 1. Description: 3" remote control valve assembly for sprinkler laterals installation per drawings including all efforts and materials required for a complete item. SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 18 Unit Price Work..... ------------- ........................I 1-9 Article or Paragraph Number Value of Work .................................................. 11.3 Change in Contract Times-- Claim for times adjustment ....... 4.1, 4.2.6, 4.5. 5.15, ............ 6.8.2, 9.4. 9.5. 9.11, 10.1 10.5. 12.1, ...............13.9, 13.13. 13.14, 14.7, 15.1. 15.5 Contractual time limits................................. ....11.7 Delays beyond CONTRACTOR's control........... _................................................... 12.3 Delays beyond OWNER'S and CONTRACTOR'S control............................12.4 Notification of surety.........................................10.5 Scope of change .................................. ...... 10.3-10.4 Change Orders -- Acceptance ofDefeclive Work .............. ........... 13.13 Amending Contract Documcnts,,,,,,,,,,,,,,,,,,,,,,,,,;;i.5 Cash Allowances.,..,...„_„ ................................ 11.8 Change of Contract Price.....................................I I Change of Contract Times...................................12 Changes in the Work .......................................... 10 CONfR.ACTOR's fez........................................11.6 Cost of the Work ........................ ........ ...... .11.4-11.7 Cost Records .................................................... 11:7 definition of.......................................................1.9 emergencies ................ :...................... .............6:23 ENGINEER's responsibility._,,,, 9.8. 10.4. 11.2. 12.1 execution of.....................................................JO.4 Indemnitiction .........................6.12, 6.16, 6.31-6.33 Insurance, Bonds and ....................... i.10, 5.13. 10.5 OWNER may terminate ............................. 15.2-15.4 OWNER's Responsibility.............................$.6. 10.4 Physical Conditions - Subsurface and...............................................4.2 Underground Facilities--............................4.3.2 Record Documents ................................... ..„...-6.19 Scope of Change........................................10.3-10.4 Substitutes................._..........................6.7.3, 6.S.2 Unit Price Work ................................... ............ 11.9 value of Work. covered by,,,.-..' '. ....................11.3 Changes in the Work._., ........._...._.................._..._.10 Notification of suretv.........................................10.5 OlW-ER's and CON"fILACTORs responsibilities ........................................... 10.4 Right to an. adjustment.._..................................10.2 Scope of change........................................1n.3-10A Claims -- against CONTRACTOR-, ..... ....... * ... ..... " 6.16 against ENGINEER..........................................32 against OWNER...............................................6, 32 Change of Contract Price ........................... 9 4, 112 Change of Ccntreet Times,,,,,,,,,,,,,,,,,,,,,,,,,, 9.4, 12:1 CONIR\CTOR's _ _ _, _ _..9. 7.1. 9.4. 9.5. 9.11. 10.2. ...........................11.2, 11.9, 12.1, 13.9,.14.8, ............................................ 15.1. 15.5. 17:3 CONTRACTOR's Fee 116 Article or Paragraph Number CONTRACTOR's liability ........... 5.4, 6.12. 6.16, 6.31 Cost of the Work.......................................11.4, 11.5 Decisions on Disputes, ... ......................... 9.11,9.12 Dispute Resolution............................................1,6.1 Dispute Resolution Agreement ...................16.1-16.6 ENGINEER as initial intetpretor .......................9.11 Lump Sum Pricing... ...................................... 113.2 Notice of..... ..... _.............................................17.3 . OWNER's....................9.4, 9.5, 9.1 I, 10.2, 1 L2, 1 L9 _............. 12.1. 13.9, 13.13. 13.14. 17.3 OWNER's liability_ ............................................ 5.3 OWNER may refuse to make payment ,,,,,,,,,,,,,,,,14.7 Professional Fees and Court Costs Included.....................................................17. 5 request for formal decision on,,,,,,,,,,,,,,,,,,,,,,,,,,, 9.11 Substitute Items.......................„.,.,...,,..„.,,,,,.6.7.1.2 Time Extension._..._.........................................12.1 Time requirements....................................9.11, 1'.l Unit Price Work.. ......... ........... .......................11.9.3 Valueof...........................................................1,1.3 Waiver of --on Final Payment ................. j 4.14, 14.15 Work Change Directive..., ................................ 1it2 written notice required .....................9.11, 11 2, 12.1 Clarifications and Interpretations,,,,.,,,,.,, 3.6.3, 9.4. 9.11 CleanSite........................................................... 6.17 Codes of Technical Society, Organization or Association..................................................3.3.3 Commencement of Contract Times ..................... _....... 2.3 Communications— general ..............................................6.2. 6.9.2. 8.1 Hazard Communication Programs ............._., ..... 6.22 Completion - Final Application for Payment ..........................14.12 Final Inspection.._ .................................... ...... . I4.11 Final Payment and Acceptance— ............ 14.13-14.14 Partial Utilization ..... ..... ...... *..,..... ................... 14.10 Substantial Completioq.....................1.38, 14.5-14.9 Waiver of Claims............................................14.15 Computation of Times...............................17.2.1-17.2.2 Concerning Subcontractors, Suppliers andOthers .................................................. Conferences -- initially acceptable schedules ..........................._. 2.9 preconst ruct ion. .................................................. 1.8 Contlict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report .......................... 2. 5, 3.32 Construction, before starting by CONTRAC'fOR............................................2 5-2-7 Construction Machinery, Equipment, etc..................6A Continuing the Work ..................................... 620, 10.4 Contract Documents - Amending..........................................................3.5 Bonds.............................................................5.1 E1CDC GENERAL CONDI'DONS 1910-5 (1990 EDITION) w/ CM OF FORT COLLINS MODIFICATIONS (REV 9199) Cash Allowances..._.........................._.............11.8 Article or Paragraph Number Change of Contract Pricy .................................... I 1 Change of Contract Times ..................... _ ............ 12 Changes in the Work ...............................:10.4-10.5 check and verify..................................................2.5 Clarifications and Interpretations ......................... 2. 3.6, 9.4, 9.11 definition of....................................................110 ENGINEER as initial interpreter of.... .......... ...9.11 ENGINEER as OWNER'S representative,,,,,,,,,,,,, 9.1 generaD Insurance ...... ............................ ........................ .?.3 Intent..................................................... ...3.1-3.4 minor variations in the Work.............................. 3.6 OWNER's responsibility to furnish data,,,,,,,,,,,,,, 8.3 OW-NF.R's responsibility to make prompt payment ..........................S:3, 14.4, 14.13 precedence, ... ............................................3.1. 3.3.3 Record Documents............................................6.19 Reference to Standards and Specifications. of Technical Societies ................................... 3.3 RelatedWork .................................................... 7.2 Reporting and Resolving Discrepancies.,.;,.,, 2.5, 3.3 Reuseof.............................................................3.7 Supplement ing.......... ............................... ....:.... 16 Termination of ENGINEER's Employment .......... 8.2 Unit Price Work...............................................11.9 variations ......................................... 3.6, 6.23, 6:27 Visits to Site, ENGINEER: s_,.,._.,,,_._.._...__._...._ 9.2 Contract Price - adjustment of,,,,,,,,,,,,,,, 3.5. 4.L 9.4. 10.3, 11 2-11.3 Changeof...........................................................11 Decision on Disputes..................................4.....9.11 definition of.....................................................1.11 Contract Times— adjustment of ......................... 3.5. 4. I. 9.4. 10.3, 12 Change of.- .................. ............................12.1-I2.4 Commencement of.............................................2.3 definition ot......................................................1.1 2 CONTRACTOR - Acceptance of Insurance ...... ........... .......... ..._... j.14 Communications „ ................:................... 6.2. 6.9.2 Continue Work,,,,,,,,,,,,,,,6.29, 10.4 coordination and scheduling............................6.92 definition of. Limited Relianceon Technical Data Authorized.................._.....................4.22 May Stop Work or Terminate............................1,5.5 provide site access to others,,,,,,,,,,,,,,,,,,,,,,, 7.2, 13.2 Safety and Protection,,,,,,,,,,,,,,,,,,, 4.3.1.2, 6.16, 6.1 S, ..................................... 6.21-6.23, 7.2, 13.2 Shop Ding and Sample Review Drawing Prior to Submittal........................................0.25 Stop Work requirements...... I ........................... 4.5.2 CONTRACTOR's- Article or Paragraph Number Compensation, ................................. ......... I L 1-11.2 Continuing Obligation....................................14.15 Defective Work,,,.........*.................9.6. 13.10-13.14 Duty to correct defective Work ..........................13.11 Duty to Report -- Changes in the Work caused by Emergency .............................. _........... 6.23 Defects in Work of Others ............................. 7.3 Differing conditions........... I ....................... 4.2.3 Discrepancy in Documents_,......?.5, 3.3: `, 6.14.2 Underground Facilities, not. indicated ,.,,,,,,,,.4.3.2 Emergencies, ..... ............. 1: ....._.......................:6.23 Equipment and Machinery Rental, Cast of the Work...........................................11.4.5.3 Fee --Cost Plus ......................... 1 I.4S.6, 11.5.1, 11.6 General Warranty and Guarantee,,,,,,,,,,,,,,6.30 Hazard Communication Programs,,,,,,,,,,,,,, 6.22 Indemnification ..........................12 QI .6.31-6.33 Inspection of the Work ............................... 7.3, 13.4 Labor, Materials and Equipment ....................6.3-6.5 Laws and Regulations, Compliance by,.,,,,_,_,., 6.14.1 Liability Insurance..............................................5.4 Notice of Intent to Appeal.. I......................9.10. 10.4 obligation to perform and complete theWork....................................................0.30 Patent Fees and Royalties, paid for by.................6.12 Performance and Other Bonds 5.1 Permits, obtained and paid for by, ...................... 0.13 Progress Schedule ......................... _ .6. 2.8. 2.9, 6.6. ........................................6.29. 10.4. 15.2.1 Request for formal decisionon disputes,,,,,,,,,,,,,, 9.11 Responsibilities. - Changes in the Work .................. .._............ 10.I Concerning Subcontractors, Suppliers and Others ..................................... 6.8-6.11 Continuing the Work ..........................6.29, 10.4 CONTRACTOR's expense...........................(,.7.1 CONIRACTOR's General Warranty and Guarantee ....................................... 6.30 CONTRACTOR's review prior to Shop Drawing or Sample submittal,,,,,,,,,,,,,,,, 6.25 Coordination of Work ...............................6.9.2 Emergencies ............................................... b.= 3 ENGINEER's evaluation; Substitutes or "Or -Equal" Items.............................6.7.3 For ActsandOmissions of Others ............................ 6.9.1-6.9.2, 9.13 for deductible amounts, insurance .................. j.9 general........................................6, 7.2, 7.3, 8.9 Hazardous Communication Programs__,.,,,,,. 6 22 Indemnification 6.31-6.33 vii E1CDC GENLRAL CONDITIONS 1910-8 (1990 EDtnoM wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Labor, \Materials and Equipment ............... 6.3-65 CONTRACTORS --other, ............................................7 Laws and Regulations___,.,_........................6.14 Contractual Liability Insurancq ....... ;_..,,., 5.4.10 Liability Insurance., ...................................... 5.4 Contractual Time Limits— .............................. I ........ 2.2 Article or Paragraph Number Notice of variation from Contract Documents, .......................................... 6.27 Patent Fees and Royalties.............................6.12 Permits.......................................................6.13 Progress Schedule.........................................6.6 Record Documents 6,19 related Work performed prior to ENGINEER's approval of required subm ittals.............................................6.28 safe structural loading., .... .......................... 6.18 Safety and Protection ....................6.-0, Z_, I3.2 Safety Representative ....6.21 Scheduling the Work ..................................6.9.2 Shop Drawings and Samples,,,,,,,,,,,,,,,,,,,,,,, 6.24 Shop Drawings and Samples Review by ENGINEER ..................................... 6.26 Site Cleanliness..........................................6.17 Submittal Procedures...................................6.?5 Substitute Construction Methods and Procedures .................................... 6.T2 Substitutes and "Or -Equal" Items................6.7.1 Superintendence., ......................................... 6-1- Supervision..........-_............................._.... 6.1 Survival of Obligations................................6.34 Taxes..........................................................6.15 Tests and Inspections ............ .......................Li.S To Report ................. ............. ..................... ...'_:5 Use of Premises ,,,,,,,,,6.16.6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal........................................6.2i Right to adjustment for changes in the Work10.2 right to claim -............ , 7.1, 9.4, 9.5, 9.11, 10.2,1 L2, 11.9. 12.1. 13.9. 14.5, 15.1, 15.5, 17.3 Surety and Protection,,,,,,,,,,,,,,,,,, 6.20-6.22. 7.2. 13:'_ Safety Representative ....................................... 6.21 Shop Drawings and Samples Submittal.,._, 6.24-6:25 Special Consultants..-_...................................11.4A Substitute Construction Methods and Proeedures.6.7 Substitutes and "Or -Equal" Items, Expense............................4............. 6.7.1, 6.7.2 Subcontractors, Suppliers and Others ........ ,..6.8-6.11 Supervision and Superintendence ......... 6.1. 6.2, 6.21 Taxes. Payment by .. ............. .............. ......._6.15 Use of Premises.............................._..-.,...6.16-6. iS Warranties and guarantees ......................... 6.5, 6.30 Warranty oftitle.......... .................................... 14..3 Written Notice Required-- CONTRACTOR stop Work or terminate ....... 1i.5 Reports of Differing Subsurface and Physical Conditions ...................... 4.2.3 Substantial ComplelioR...............................14.S riii Article or Paragraph Number Coordination-- CONT RACTOfes, responsibi lity........................ 6.9.2 Copies of Documents ............................................... 2.2 Correction Period_._ ........ :.................................... 13.12 Correction, Removal or Acceptance of Defective Work-- in general...................................10-4.1, 13.10-13.14 Acceptance ofDefective Work ..........................13.13 Correction or Removal of Defective Work................................6.30, 13.11 Correction Period ......:...................................... 13.12 OWNER blay Correct Defective Work,. ___....._.13.14 OWNER ?vlay Stop Work.................................13.10 Cost -- of Tests and Inspections.....................................114 Recordsll.7 Cost of the Work -- Bonds and insurance, additional ...................11.4.5.9 Cash Discounts..............................................31.4.2 CONTRAcrows Fee.., ..... ............ ....... .... 11.6 Employee Expenses......................................11.45.1 Exclusions to:............................................:.......11.5 General 11.4-1 1.5 Home office and overhead expenses ....................11.5 Lossesanddamages.....................................11.4.5.6 Materials and equipment. ........................... _.--- 11.4.2 Minor expenses ........................................... 11.4.5.8 Payroll costs on changes ................................. 11.4.1 performed by Subcontractors............................IL4.3 Records 11.7 Rentals of construction equipment and machinery.... ................................... 11 4.5.3 Royalty payments. perm its and license fees............................................11.4.5.5 Site office and temporary facilities ........ ......... 14.5.2 Special Consultants, CONTRACTOR's............. 11.4.4 Supplemental _...... ... ...... ................................ 11.4.5 'faxes related to the Work ................ ........... 11.4.5.4 Tests andInspection.......................................... 13.4 Trade Discounts.............................................11.4.2 Utilities, fuel and sanitary Ltcilitias,,,,,,,,,,,,,, l 1.45.7 Work after regular hours.................................11.4.1 Covering Work ...... ............ ............................. 13.6-13.7 Cumulative Remedies ..................................... I7.4-17.5 Cutting. fitting and patching....................................7.2 Data, to be furnished by OWZWR............. I ...... ,.......... .3 Day --definition of .......................................... ...... I Ti2 Decisions on Disputes . ............................... :.... 9.11, 9.12 defective --definition of ......................................1.14 defective Work -- Acceptance of.......................................10A. L 13.13 EICDC. GENERAL CONDITIONS 1910-5 (1990 EDITION) w/ CITY OF FORT COLLD[S MODIFICATIONS (REV 9199) Correction or Removal ofA0.4.1, 1111 Correction Period I3.1'_' in general ............. .......................... ,,13, 14.7, 14.11 Article or Paragraph Number Observation by ENGINEER ................................ 9.2 OIWi ER May Stop Work ... .............................. 13.10 Prompt Notice of Defects...................................111 Rejecting...........................................................9.6 Uncovering the Work ............. ...._.......... ._....... 13.8 Definitions .....:.......................................................... I Delays......................................4.1, 6.29, 12.3-12A Delivery of Bonds .................................................. 2.1 Delivery of certificates of insurance ..........................2.7 Determinations for Unit Prices .................................. 9:10 Differing,Subsurface or Physical Conditions -- Noticeof...----...._....._........................._.._..._4.2.3 ENGPVEER's Review ....................................... 4.2.4 Possible Contract Documents Change,,,,,,,,,,,,,, 4.2.5 Possible Price and Times Adjustments..............4.2.6 Diu rcpancies-Re porting and Resolving ................................ 2.5,'3.3.2, 6.14.2 Dispute Resolution- Agreement................................................ I6.1-16.6 Arbitration ................................................. 1 & 1-16.5 general16 Mediation ................................. ....................... 16.6 Dispute Resolution Agreement ,,,,,,,,,,,,,,,,,, .... 16.1-16.6 Disputes, Decisions by ENGLNF.ER.................. 9.11-9.12 Documents -- Copies of...-----... .. _.. 2.2 _............................. Record 6.19 Reuseof.............................................................3.7 Drawings --definition of,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1.15 Easements .............................................................. 4.1 Effective date of Agreement -- definition of .......... _L 16 Emergencies...........................................................6, 23 CNGfNEER-- as initial interpreter on disputes,,,,,,,,,,,,,,, 9.11-9.12 definition of ....................................................... 1.17 Limitations on authority and responsibilities.,,,. 9.13 Replacement of......._._......._........_............__... 3.2 Resident Project Representative. ..................._,,.-, 9.3 ENGINEER's Consultant -- definition of ..................... 1.18 ENGL\IEER's-- authority and responsibility, limitations on ........ 9. 13 Work Authorized. Variations in the .... ................... 9.5 Change Orders, responsibility for...... 9.7, 10. It, 12 Clarifications and Interpretations,,,,,_„_,,, 3.6.3,9.4 Decisions on Disputes ............................... 9.11-9.12 defective Work, notice of,,,,,,,13.1 Evaluation of Substitute Itams,,,,,,,,;,,,,,,,,_,.,,,,,6.7.3 Liability...................................................632, 9.12 Notice Work is Acceptable..............................14.13 Observations...........................................6.30.2, 9.2 OWNER's Representative..................._.-.-....-,....9.1 Paymcnts to the CONTRACTOR, Responsibility for ...... .............. I ..... I .......... 9.9. 14 Recommendation of Payment ....................14-4. 14.13 Article or Paragraph Number Responsibilities --Limitations oil ,,,,,,,,,,,,,,,,9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions..............................4.14 Shop Drawings and Samples, review responsibility .............................................. 6.26 Status During Cmstruction-- authorized variations in the Work..................9.5 Clarifications and Interpretations ..................PA Decisions on Disputes ......................... 9.11-9.12 Determinations on Unit Price ,9.10 ENGINEER as Initial Interpreter,. ........ 9.11.9.12 ENGrNEF,R's Rcsponsibilities................. 9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities..............................9.13 OWNEWs Representative..............................9.1 _ Project Representative ........ __........ __.,_-....9.3 Rejecting Defective Work..............................9.6 Shop Drawings, Change Orders and Payments... 9.7-9.9 Visits to Site.................................................9.' Unit Price determinations .................................. 9.10 Visits to Site....._................................----.........9.2 Written consent required ............................... 2, 9. 1 Equipment, Labor, Materials and„......................0.3.6.5 Equipment rental, Cost of the Work.,._ ............. 11.45.3 Equivalent Materials and Equipment ........................ 6.7 issions error or tan ...... ............................................. 0.33 Evidence of Financial Arrangements .......................8,1 I Explorations of physical conditions ...................... g.2.1 Fee„CONTRACTOR's--Costs Plus. .......................... 11.6 Field Order— defmition of ....................................................... 1.19 issued by ENGINEER................................3.6.1, 9.5 Final Application for Payment,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,14.12 Final Inspection ................................................... 14.11 Final Payment -- and Acceptance, ...... . ...................... ....... . 14.13-14.14 Prior to, for cash allowances1 1.8 General Provisions .......................................... 17.3-17.4 General Requirements— det-mition of ....................................................... 1.2o principal references tQ..............2.6, 6.4, 6.6-6.7. 6.24 Giving Notice.........................................................17.1 Guarantee of Work -by CONTRACTOR _...... 14.12 Hazard Communication Program s,_,,,,,,,,,,,,,__,,,,,, 622 Hazardous Waste -- definition of.....................................................1.21 general......................................... . _.. _............. 4.5 OWNER's responsibility for ............................... 8.10 E1CDC. GENERAL CONDITIONS 1910-3 (1990 EDI nOM %vt C1TY OF FORT COLLNS MODIFICATIONS (REV 9199) Indemnification Initially Acceptable Schedules. Inspection— Certificates of .................. Final...................... I .... ........ 6 12% 6.16, 6.31-6.33 2.9 ............9.13.4. 13.5. 14.12 ............................ _.14.11 Article or Paragraph Number Special, required byMNIGINEER .........................9.6 Tests and Approval .............................$.7, 13.3-13.4 Insurance - Acceptance of, by OWNER_ ............................ 5.14 Additional, required by changes in the Work ..................... . * .... 11.4.5.9 Before starting the Work ................... * ... * .... * ..... 27 Bonds and --in general * ..................................I.......5 Cancellation Provisions,-.-„-..._ .... 5.8 5.3, 5.4.11 Certificates of„-._,,,-......., .�2.7, 5, � 5.4.13, ........................ >.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations ..................................... 5A. 13 CONTRACTORs Liability.................................5.4 CONTRACTOR's objection to coverage,,,,,,,,,,,,, 5.14 Contractual Liability ......................................5.4.10 deductible amounts, coNTFACTOR's responsibility .......................................I........5.9 Final Application for Payment .............. ........... 14 '.12 Licensed Insurers * ....... ........ .......... 15.3 Notice requirements, material changes-,,,,,..5.8, 10.5 Option to Replace ....................................5.14 other special insurances ....................................5.10 OWNER as fiduciary for insureds * .............. 5,12-5.13 OWNER's Liability,-....... -- ...... OWNER's Responsibility„ ......... * .... * .......... 8.5 Partial Utilization, Property Insurance ................ 5.15 Property.................. .................................. j.6-5. 10 Receipt and Application of Insurance Proceeds .............................................. 5. 12-5.13 Special Insurance....._._ ........ ..................... ..... 5,10 Waiver of Rights ........................................ ...... 3.11 Intent of Contract Documents .............................. 11-3.4 Interpretations and Clarifications ...................... 3-6.3,9.4 Investigations of physical condition ' s ............................ 4.22 Labor, Materials and Equipment. .............. _V.3-6.5 Lands -- and Easements ...................................................8.4 Availability of ............................................. A. 1, 8.4 Reports and Tests ...............................................SA Laws and Regulations --Laws or Regulations -- Bonds................................................... 5.1-5 -7 Changes in the Work ........................................ 10A Contract Documents ..........................................3.1 *h ... ........ 3.1 CONTRACTOR'sRcsponsi ilities ............. 4 ....... 6.14 Correction Period, defective Work ....................13.12 Cost of the Work. taxes ................................ 11-4.5.4 definition of ......... .. .................. : ........... ....... - 1. 22 gencra16.14 Indemnification ......... 1 ................ I ......... .6.31-6.33 Insurance 5.3 Precedence .3. 1 � 3.3.3 ... .... ............ ...... Reference to ....................................................3.3.1 Safety and Protection ................................6.20, 13.2 Subcontractors, Suppliers and Others ........... 68-6.11 Article or Paragraph Number Tests and Inspections, .................. ......... 13.5 Use of Premises ................................................. 6.16 Visits to Site ..................................................... P.2 Liability Insurance-- CONTRAcToRs ................................................ 5.4 OWNERS...........................................................5.5 Licensed Sureties and Insurers,.„ ............................. 5.3 Liens -- Application for Progress Payment .......................14.2 CONTRACTORs Warranty of'ri tic ....................14.3 Final Application for Payment .......................... 1.4. 12 definition of - ... ... ........ * ... * ... * ..................... 1_23 :*,*" Waiver of Claims.- ........................................... 1415 Limitations on ENTGI_NEER!s authority and responsibilities ................... ........................... _.9. 1 Limited Reliance by CONTRACTOR Authorized, ..................................................... 4.2.2 Maintenance and Operating Manuals -- Final Application for Payment .........................14.12 Manuals (of others) -- Precedence ...........................................i3.3.1 Reference to in Contract Documents ..................33.1 Materials and equipment -- furnished by CONTRACTOR ............................... 6.3 not incorporated in Wort`„....4...........4................14.2 Materials or equipment--equivalent...........................0.7 Mediation (Optional) ................ .................. 6.7 Milestones --definition of ........................... ......... 1.24 Miscellaneous -- Computation of Times ...................................... J7.2 Cumulative Remedies ........................................ 17.4 Giving Notice ....................................................17.1 Notice of Claim..._ ................. * . ...........** - _* 173 Professional Fees and Court Costs Included„_..... . 17.5 Multi -prime contracts... .... I ....................................... 1. ? Not Shown or Indicated...__ _ .. ............................. 4.3., Notice of -- Acceptability of Project .....................................14.13 Award, definition of ......................................... ............*'*......"'**....... 1.25 Claim............................................................ 1.7.3 Defects. 1 3A Differing Subsurface or Physical Conditions ....... 4.2.3 Giving............................................................. 1.7.1 Tests and Inspections ........................................133 Variation, Shop Drawing and SimplY.................6.27- Notice to Proceed -- definition of ..... ................................................ 1[.26 givingof ............................................................. 2.3 EICDC. GENERAL CONE)rriONS 1910-3 (1990 LDMOK) w/ CITY OF FORT COLIDIS MODIFICATIONS (REV 9/99) Notification to Surety .............................................10.5 Observations, by ENGINEER. ....:.....................§ 30, 9.2 Occupancy of the Work,...,,, _, _,....... 5.15, 6.30.2.4. 14.10 Omissions or acts by CONTRACTOR.............„6.9, 9.13 Open Peril policy form,Insurance .......................... ?.6 2 Option to Replace .......................... .... ........... ...........?.14 Article or Paragraph Number "Or Equal" Items, ........................... ....... ....... ......... 5-7 Other work 7 Overtime Work --Prohibition of ................................. 6.3 OWNER -- Acceptance of defective Work .......................... t3.13 appoint an ENGINEER......................................8.2 as fiduciary ............ ................................... 3.12-5.13 Availability of Lands, responsibility ....................:.1 definition of .................................................... 1.27 data, furnish......................................................8.3 May Correct Defective Work............................13.14 May refuse to make payment..... I........................14.7 May Stop the Work., ...... ..................... ..13.10 May Suspend Work, Terminate 5.S. 13.10. 15.1-15.4 Payment, make prompt .............. ..... �3, 14.4, 14..13 performance of other work .................................. 7.1 permits and licenses, requirements,,,,,,,,,,,,,,,;,,, 6.13 purchased insurance requirements,,,,,,,,,,,,,, 5.6-5.10 OWN-ER's-- :\cceptanceofthe Work.......................6.30.2.5 Change Orders, obligation to esecutg,....... ,.4.6, 10.4 Communications................................................8.1 Coordination of the Work ................................... 7.4 Disputes, request for decision ............................9..I I Inspections, tests and approvals.................8.7, 13.4, Liability Insurance..............:...............................SS Notice of Defects..............................................33.1 Representative --During Construction, ENGWFER's Status., ....... ............................ 9.1 Responsibilities— Asbestos. PCBs, Petroleum. Hazardous Waste or Radioactive Material ................. 8.10 Change Orders..............................................8.6 Changes in the Work... ................................ 10.1 communications 8.1 CONTRACTOR's responsibilities ..................$.9 evidence of financial arrangements,,,,,,,,,,,,,,$. I I inspections,. tests and approvals ...................... .7 insurance ...................................................... 8.5 lands and easements ...................................... 8.4 prompt payment by, ....................................... 8.3 replacement of ENGINEER„.........................S.2 reports and tests............................................8.4 stop or suspendWork................3.8, 13.10, I5.1 terminate CONZRACCORs services......... _:...... _..... _............... 8.8. 15.2 separate representative at site ............................. 9.3 testing, independent ........... ............. ................13.4 use or occupancy of the Work ......................... 5.15, 6.30.2.4. 14.10 written consent or approval required.........................................9.1. 6.3. 11.4 FfCD GENTRAL CONDITIONS 1910-s (1990 EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (RFV 9199) Article or Paragraph Num ber written notice required........................7.1, 9.4, 911, ..................................1L2 11.9. 14.7. 15.4 PCBs-- dcfmition of.....................................................1.29 ,general ................ ..............................................4.5 OWNER's responsibility for...............................�.10 Partial Utilization— definition of .....................................................1.25 general6.30.2-4, 14.10 Property Insurance............................................5.15 Patent Fees and Royalties ...................................... 6.12 PaymentBonds .................................................. .............................................. Payments, Recommendation of..............14.4-14.7, 14.13 Payments to CONTRACTOR and Completion — Application for ProgressPayments ........ ,_,........... 14.2 CONTRACTOR's Warranty of Title...................14.3 Final Application for Payment .........................J4.12 Final Inspection .............................................. 14.11 Final Payment and Acceptance— ............ 14.13-14.14 general.................... ..................................... $.3, 14 Partial Utilization .................... ........................ 14.10 Retainage..........................................................14.2 Review of Applications for Progress Payments ......... ............. ......... 14.4-14.7 prompt payment . ................................................. $.3 Schedule of Values.............................................14.1 Substantial Completion ........... ................... 14.8-14.9 Waiver of Claims.............................................14.15 when payments due ................................ 14.4, 14.13 withholding payment ........... .._.__..... .............. 14.7 Performance Bonds ............................................ 5.1-5." Perm its.................................................. ..........6. 13 Petroleum -- definition of.....................................................1.30 general.............................................................. 4.5 OWNER's responsibility for., Physical Conditions -- Drawings of, in or relating to .................... _... 4.2.1.2 EN'GINEER's review ............. ............ .,..............4.2.4 existing structures ................ ....._..__.........,..... 4.2.2 general4.2.1.2...................................................... Notice of Differing Subsurface or....................42.3 Possible Contract Documents Chang@ ............... 4,2.5 Possible Price and Times Adjustments,,,,,.„.„... 1.2.6 Reports and Drawings...................................... 4._.I Subsurface and...... _........................................4. ) Subsurface Conditions.....................„.„.,,.,,4.2.1.1 Technical Data, Limited Reli.ance.by CONTRACTOR Authorized ........................ 4.2.2 Underground Facilities -- generaI.........................................................3.3 Not Shown or Indictted... ............. ._..........9:32 Protection of.........................................4.3,.6.20 xii Article. or Paragraph Number Shown or Indicated ............................._................. 4.3.1 Technical Data................................................4.2.2 Preconstruction Conference ............... ........................ 2.8 Preliminary Matters ........................... ....... ........ ........... 2 Preliminary Schedules................:............................2.6 Premises, Use of .......... ....:.........:............... ...... 6.16-6.18 Price, Change of Contract ...... ......... .1,.... I .................... I I Price, Contract--defnition of .................................. 1.11 Progress Payment, Applications for ............. ......... ...14.2 Progress Payment--tetainagc.... :..... ..... .................... 14.2 Progress schedule, CONTRACTOR's,............ ?.6, 2.8. 2.9. .. 6.6.6.29. 10.4. 15.2.1 Project --definition of...............................................1-31 Project Representative-- ENGINEERs Status During Construction........... 9.3 Project Representative, Resident -definition of .......... 1.33 prompt payment by OWNER .....................................8.3 Property Insurance -- Additional .........................................................5.7 general5.6-5.10 Partial Utilization ........................... ..... 5.15. 14.10.2 receipt and application of proceeds ............ 5.12-5.13 Protection, Safety and..............................620-6.21, 13.2 Punch list.......................................................... 14.11 Radioactive Nlaterial-- defmtion of ..................................................... 1.31_ genera14.5 OWNER's responsibility for..............................8.10 Recommendation of Payment,,,,,,,,,,,,,,,, 14.4, 145, 14.13 Record Documents ..................... .............. .... 6.19, 14.12 Records, procedures for maintaining .........................2.8 Reference Points.......................................................1.4 Reference to Standards and Specifications of Technical Societies.........................................3.3 Regulations, Laws and(or)......................................6.14 Rejecting Defecrive Work..........................................9.6 Related Work -- atSite ............................................ ............ 7.1-7.3 Performed prior to Shop Drawings and Samples submittals review.....................6.28 Remedies, cumulative ......................................17.4, 115 Removal or Correction ofDafective Work................13.11 rental agreements. OWNER approval required ..... 11.4.5.3 replacement of ENGINEER by OWNER .................... S2 Reporting and Resolving Discrepancies ............................. ....'_5. 3.3.2, 6.14.2 Reports -- and Drawings ................................................. 4.2.1 and Tests. OWNER's responsibility,..._ ................ Resident and. Project Representative -- definition of.............................4...................... 1.33 provision for............................................................ 9.3 EJCDC. GENERAL CONDr11ONS 1910-3 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS 1REV 9/99) Article or Paragraph Number Resident Superintendent, CONTRACTOR's,............... 6.2 Responsibilities-- CONTR-ACTORs-in general,.,,, .............6 ENGLNIEER's-ingcneral..................I.....................9 Limitations o4............................................9,13 OWNER's-in general..............................................8 ;2 Reuse of Documents_...-..„ ........................................ 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal .........................6.25 Review of Applications for Prot ess Payments ............. .......... .............. 14.4-14.7 Right town adjustment...........................................102 Rights of Way. ... ** ....... * . . .... . ... .... ...... ay....................................... * ... *... ...-..-4.1 Royalties, Patent Fees and......................................6.12 Safe Structural Loading..........................................6.18 Safety -- and Protection ...................... .......... 4.3-2, 6.16, 6.18, ..................................... .20-6.21. 7.2. 132 general .................................................... 6.20-6.23 Representative, CONTRACTOR's.......................6.21 Samples -- definition of......................................................1.34 general ....:...................................I ............6.24-6.28 Review by CONTRACTOR .................. _... _.......6.25 Review by ENGINEER 6:27 related Work.....................................................6.28 related submittal of.............................:.....................6.24.2 submittal procedures ........................................ 16.25 Schedule of progress ............................. ? 6. 2.8-2.9. 6.6, ........................ I ... .......1... :.6.29, 10.4. 152.1 Schedule of Shop Drawing and Sample Submittals..............................2.6, 2.8-2.9, 6.24-6.28 Schedule of Valu�q.............................2.6, 2.8-2.9, 14.1 Schedules -- Adherence to..................................................15.2.1 Adjusting...........................................................6.6 Change of Contract Times ................................. 10.4 Initially Acceptable ...................................... 2.8. 2.9 Preliminary........................................................ 2.6 Scope of Changes ...................................... 10.3-10.4 Subsurface Conditions,2.1.1 Shop Drawings -- and Samples, general ................................ 6.24-6.23 Change Orders C Applications for Payments, and ........... I ............................. 9.7-9.9 definition of ..................................................... 1.35 ENGINFER's approval of 3:6.2 ENGM-ER's responsibility for review ................. :.......... ........... 9.7, 624-6.29 related Work.- ........... ......... ................... ........ 6.28 review procedures...............................2.8, 6.24-6.25 Article or Paragraph Number submittal required, .............................................. �6.24.1 Subm ittal Procedures.........................................6.25 use to approve substitutions .......... ._................. 6.7.3 Shown or Indicated ................................................ 4.3.1 Site Access......................................................7.2, 13.2 Site Cleanliness ........................................................ 6.17 Site, Visits to -- by ENGINEER...........................................9.2, 13.2 by others ..................................... ........... .... ...... 13.2 "special causes of loss" policy form, insurance ................... .......... .......................... `.6.2 definition or. ..................................... .............. L36 Specifications- defination of ........................... ........................ 1.36 of •rechnical Societies, reference to ........... --- .3.1 precedence......................................................3. 3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before ...... . ...... ....I .... I ......... 2.5-2.8 Starting the Work ......................... _..._.................... :A Stop or Suspend Work.. byCONTRACTOR...........................................15.5 by OWNER.....................................8.8, 13.10, 15.1 Storage of materials and equipment ......................1, 7.2 Structural Loading, Safety ...: .................................... 6.18 Subcontractor— Concerning ............................ .................... 6.8-6.1 1 definition of ....................................................... 1.37 delays ._....................._....... 12.3 waiver of rights ................................................ 6. 11 Subcontractors --in general ........................... ...... 6.S-6.11 Subcontracts --required provisions.........5.11. 6.11. 11.4.3 Submittals - Applications for Payment ................................ 14.2 Maintenance and Operation Manuals...............14.1'- Procedures .............. ......................................... 6.25 . Progress Schedules ............... I ... ................... 2.6, 2.9 Samples...................................................6. 24-6.28 Schedule of Values ..................................... 2.6, 14.1 Schedule of Shop Drawings and Samples Submissions......................................2.6, 1S-2.9 Shop Drawings ........................................ 6.24-6.2S Substantial Completion— certification of,,,,,,,,,,,,,,,,,,,,,,,,,,,,6.30.2.3, 14.5-14.9 definition of .....................................................1.33 Substitute Construction \Metliods or Procedures,-_..,. 6.7.2 Substitutes and "Or Equal"Items ........ .................. 6.7 CONTRACTOR's Expense ,,,,,;,,,,,,•.6.7.1.3 F.NGINEER's Evaluation.................................6.7.3 "Or -Equal ..................................................... 6. 7.1.1 Substitute Construction Methods siii EICDC OENMkL CONDMONS 1910-S (1990 EDITION) wt CITY OF FORT COONS MODIFICATIONS (.REV 9199) Article or Paragraph Number or Procedures .... :........................................ 5.7.2 Substitute Items ............................................. 6.7.1-2 Subsurface and Physical Conditions -- Drawings of, in or rclatng to ........................ 1.2.12 ENGINEWs Review ...................................... 4.2.4 general.............................................................. 4.2 Limited Reliance by CON TRACTOR Authorized ................................................ 4.22 Notice of Differing Subsurface or Physical Conditions..........................................1.2.3 Physical Conditions.......................................4.2.1.2 Possible Contract Documents Change...............4.2.5 Possible Price andTimes Adjustments...............4.2.6 rawings..............................4.2.1 Reports and Drawings..... ............. * ..... ...... Subsurface and ..... ....................... ............ I ........... :4.2 Subsurface Conditions at the Site,,,,,,,,,,,,,,,•,,, 4.2.1.1 Technical Data.................................................42-2 Supervision— CODIIRACTOR's responsibility ..........................6.1 OWNER shall not supervise.„„ ............................3.9 ENGINEER shall not supervise . ......... ... 9._, 9.13.2 Superintendence...................................................... 6.2 Superintendent, CONTRaCTOR's resident...............6.2 Supplemental costs ............ .. ................................11. 4.5 Supplementary Conditions-- definition of......................................................1.39 principal references to.................1.10, 1,18, 2.2, 2.7, ................._....4.2, 4.3. 5.1. 5.3, 5.4, 5.6-5.9, ,..,,..,,•„_•„ 5.I 1,•6.8, 6.13, 7.4, 8.11, 9.3, 9.10 Supplementing Contract Documents .............. I ........... 3.6 Supplier -- definition of.....................................I...............1.40 principal references to ........... 3.7, 6.5, 6.8-6.11, 6.20, ....-.................................... 6. 24. 9. 13, 14.12 Waiver of Rights, .............................................. 6. 11 Surety - consent to final payment ......................... 14.12, 14.14 ENGINEER has no duty to................................9.13 Notification of ____ ...........................10.1. 10.5, 15.2 qualification of .................. I .......................... 5.1-5.3 Survival of Obligations ........................................... 6.34 Suspend Work. OWNER May .......................13.10, 15.1 Suspension of Work and Termination-;,,_ .................. IS CONTR \CTOR May Stop Work or Terminate ....................................155 OWNER May Suspend Work ............................. 1.5.1 OWNER May Terminate ........................... ..1 5.2-1 5.4 Taws --Payment by CONTRACTOR ........................ 6.15 Technical Data -- Limited Reliance by CONTRACTOR.................4.22 Possible Price and Times Adjustments..............:4 2.6 Reports of Differing Subsurface and Physical Conditions....................................d?.3 xiv Temporary construction facilities_._ ............._,-,,...... a.1 Article or Paragraph Number Termination - by CONTRACTOR .................. ..................__..,15.5 by OWNER........................................8.8, 15.1-15.4 of ENGI'VEER's employment....*........................8.2 Suspension of Work-in general ... ,........... ..............15 Terms and Adjectives..............................................3.4 Tests and Inspections -- Access to the Work, by others 13.2 CONTRACTOR's responsibilities ......................13.5 cost of 13.4 covering Work prior to .............................. 13.6-13.7 Laws and Regulations(or) ............................... 13.5 Notice of Defects ..................................... , ........ 13.1 OWNER May Stop Work.......__..............._.....13.10 OWNER's independent testing ..........................13.4 special, required by ENGINEER ........................... 9.6 timely notice requiied........ I ................. _......... • 13.4 Uncovering the Work, at ENGI1,T R's request, ........................ __ ............... 13.8-13-9 Times -- Adjusting...........................................................0.6 Change of Contract..............................................12 Computation of ................................................ 17-2 Contract Times --definition of .................. ........I.I2 day....................................... ...................17.2.2 Milestones ....................................... ................... I Requirements -- appeals ................................... 9.10, 16 clarifications, claims and disputes,,,,,,,,,,,,,,,,,, 9.11. 11.2.,12 Commencement of Contract Times,.,,,,,.,..•....2.3 Preconstruction Conference ............................28 schedules., ............................... ..... 2.6, 2.9. 6.6 Starting the Work .......................................... 2.4 Title, Warranty of ................................................... 14.3 Uncovering Work.............................................13.8-13.9 Underground Facilities, Physical Conditions -- definition or .................................................... 1.41 Not Shown or Indicated .................. ...___.-----.4.3.2 protection of ............................. ......... ..---a.3, 6.20 Shown or Indicated.........................................4.3.1 Unit Price Work- claims......................................................... 1, 1.9.3 definition of .................................................... 1.42 generalll.9, 14.1. 14.5 Unit Prices-- generall1.3.1 Determination for ............................................9.10 Use of Premises................................6.16. 6.18, 6.30.2.4 Utility owners.............................4.13, 6.20, 7.1-7.3, 13.2 Utilization: Partial ..... r.............1.28, 5.15, 0.30.2.4. 14.10 Value of thc'Wort;.................................................. 11.3 Values. Schedule or ..... 2.3-2.9. 14.1 E1CDC GENERAL CONDITIONS 1910-3 (1990 EDITION) w/CITY'-OF FORT COLUNS MODIFICATIONS (REV 9f99:) Variations in Work --Minor Authorized ...............__...:................. 6 25. 6.27, 95 Article or Paragraph Number Visits to Site --by ENGINEER .................................... 9.2 Waiver of Claims --on Final Payment ......... ............. 14.15 Waiver of Rights by insured partic5.................. 5,1 I, 6.11 Warranty and Guarantee, General --by CONTRACTOR................................................6.30 Warranty of Title, CONTRACTORs.................... 14.3 Work -- Access to ............................................................ 13 thers.............................................................. by others, ............................................................ 7 Changes in the., ........................................... _1 0 Continuing the ................................................. 6.29 CONTRACTOR I4ay Stop Work or Terminate...._......................................._I55 Coordination of .................................................... 7.4 Cost of the ........:.................... ............_I 1,4-11.5 definition of ....................................................... IIA3 neglected by CONTRACTOR...;.. ................. 1.114 otherWork........_............ .................................. ....1 OIWi ER \Any Stop Work--_.............................13.10 OWNERMay Suspend Work ................ ..13.10; 15.1 Related Work at Site.....................................7.1-7.3 Starting the........................................................2A Stopping by CONTRACTOR ............................. I'55 Slopping by OWNER.................................15.1-15.4 Variation and deviation authorized, minot........... 3.6 Work Change Directive — claims pursuant to.............................................10.2 definition of 1.44 principal references tq..„,,,,,,,,,,,,,,,,, 3.5.3, 10.1IM2 Written Amendment -- definition of 1.45 principal references to... ............ 1.10,3.5, 5.10,13-12, ..........................0.6.2. 6.3.2, 6.19, 10.1, 10.4, ............................1.1. 2, 111, 13.12. 2, 14. 7. 2 Written Clarifications and lnterpretalions..... ................. ............ 3.6.3, 9.4, 9.11 Written Notice Required — by CONTRACTOR ............................ 7.1, 9.10.9.1 1, ............. .... _....... ........ I........ 10.4. 11.2. 12.1 hyOWNER ...... _........ 9.10-9.11, 10.4, 11.2, 1114 sv E1CDC. GE\T9LV, CONDITIONS 1910-5 (1990 EDITIOM IV/ CITY OF FORT COLLNS \MOD MAT10NS I,REV 9/99) 2. Unit of Measurement: Each Unit Price Item: Remote control valve assembly for Drip laterals for drip zones - I" 1. Description: l" remote control valve assembly for drip laterals installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Flush Can Assembly 1. Description: Flush cap assembly installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Each Unit Price Item: Mainline Pipe-1.5" 1. Description: 1.5" mainline pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Mainline Pipe-2" 1. Description: 2" mainline pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Mainline Pipe-3" 1. Description: 3" mainline pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Mainline Pipe-4" 1. Description: 4" mainline pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Mainline Pipe-6" 1. Description: 6" mainline pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Mainline Pipe-8" 1. Description: 8" mainline pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pipe-P' 1. Description: 1" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pipe-1.25" 1. Description: 1.25" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pipe-1.5" SECTION 01270 -UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 19 (-Chis page Lett blank intentionally) n; EJCDC OENER-A- CONDITIONS I910-3 (1990 LDITIONI w/ CITY OF FORT COLLMS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE 1--DEFENMONS Wherever used in these General Conditions or in the other Contract Documents the following terns have the meanings indicated which are applicable to both the singular and plural thereof: 1.1- Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct or change the Bidding Requirements or the Contract Documents. 1.2. Agreement- Chc written contract between OWNER and CONTRACTOR covering the Work to be performetL other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The torm accepted by ENGINEER which'is to be used by CONTRACTOR in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 1.4. Asbestos —Arty material that contains more than one Percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Hcalth Administration 1.5. Bid -The offer or proposal of the bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 1.6. Bidding Docmonems—The advertisement or invitation to Bid, instructions to bidders, -the Bid firm, and the proposed Contract Documents (including all Addenda issued prior to receipt of Bids). 1.7. Bidding Requirements —The advertisement or invitation to Bid instructions to bidders, and the Bid form. I.S. Bonds —Performance and Payment bonds and other instruments of security. 1.9. Change Oakr—A document recommended by ENGM=-R, which is signed by CONTRACTOR and OWNER and authorizes an addition deletion or revision in the Work, or an adjustment in the Contract Price or the Contract Times issued on or after the Effective Date of the Agreement. 110. Contract Docrmhenis—The Agreement,. Addenda (which pertain to the Contract Documents), CONTRACTOR's Bid (including . documentation accompanying the Bid and any post Bid documentation submitted prior to the Notice of Awuc) when attached as an exhibit to the Agreement, the Notice to Proceed, die. Bonds these General Conditions. the Supplementary Conditions, the Specifications and the Drawings as the EJCDC OE\'ER.-l1. CONDITIONS 1910-3 (1990 Editim) WI CITY OF FORT COLLMI MODIFICATIONs(REV 4C0W) same are more specifically identified in the Agreement, together with all Written Amendments. Change Orders, Work Change Directives, Field Orders and ENGINEER's written interpretations and clarifications issued pursuant to paragraphs3.5, 3.6.1 and 3.6.3 as or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragiapls 6.26 and 6.27 and the reports and drawings referred to in paragraphs 42.1 and 4.2.2 are not Contract Documents. 111. Contract Price —The moneys payable by OWNER to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work). 1.12. Contract Times —The numbers of days or the dates stated in the Agreement: (i) to achieve Substantial Completion, and (ii) to complete the Work so that it is ready for final payment as evidenced by ENGINEER's written recommendation of final payment in accordance withp<aragmph 14.13. 1.13. C'ON7RAC'POR—The person, tint or corporation with whom OWNER has entered into the AgrccmcnL 1.14. defective —An adjective which when modifying the word Work refers to Work that is unsatisfactory, faulty or deficient in that it does not conform to the Contract Documents, or does not meet the requirements of any inspection, reference standard, test or approval referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final payment (unless responsibility for the protection thereof has been assu red by OWNER at Substantial Completion in accordance with paragraph 14.5 or 14.10). 1.15. Drawings --The drawings which show the scope, eetent and characterof the Work to be furnished and performed by CONTRACTOR and which have been prepared or approved by ENGINEER and are referred to in the Contract Documents. Shop drawings are not Drawings as so defined. 1.16. EQective Date of the :agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated it means the date on which the Agreement is signed and delivered by the Last of the two parties to sign and deliver. 1.17. ENGINEER —The person, firm or corporation named as such in the Agrcem ertt. 118. EMGIAEER's Cothsaltam--A person firm or corporation having a contract with ENGFNTER to fumish services as ENGLNEER's independent professional associate or consultant with respect to the Project and who is identified as such in the Supplementary Conditions 1.19. Field Order —A written order issued by ENGMER which orders mirror changes in the Work in accordance with paragraph 9.5 but which does not involve a change in the Contract Price or the Contract Times. 120. General Requirements -Sections of Division I of the Specifications. 121. Hazardous Waste -The tarn Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended. from time to time. 122.a. Laws and Regulations; Laws or Regulations -Arty and all applicable laws, rules, regulations, ordinances. codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction 122.b. Lezal tlohdays-shall be those holidays observed by the Citv of Fort Collins 1.23. Liens-Lieru charges, security interests or encumbrances upon real property or personal property. 124. ,Lfilestone-:A principal event specified in the Contract Do uments relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 125. ,\matee ojAward--A written notice by OWNER to the apparent successful bidder stating that upon compliance by the apparent successful bidder with the conditions precedent enumerated therein, within the time specified OWNER will sign and deliver the Agreement. L26. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fx:iN the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTOR'S obligations under the Contract Documents. 127. O(YNER-The public body or authority, corporation association firm or person with whom CONTRACTOR has entered into the Agreement and for whom the Work is to be provided 128. Partial Utilisation -Use by OWNER of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work 129. PCBs -Polychlorinated biphenvfs. 1.30. Patrokian-Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil. oil sludge, oil refuse, gasoline, kerosene and oil mixed with other non -Hazardous Wastes and crude oils. 1.31. Project -The total construction of which the Work to be provided under the Contract Documents may be the whole, or a part as indicated elsewhere in the Contract Documents. 1.32.a. Radioactive Material -Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GE$'ETtAL COND1710; S 19104 (1990 Edition) at CITY OF FORT COLLINS MODIFICATIONS (REV .b2000) 1954 (42 USC Section 2011 et seq:) as amended from time to time. 1.32 b Rezidar Norking Hours -Regular working hours are defined as-7700am to 61)Oom unless otherwise specified in the General Regurements. 1.33. Resident Project Representative -The authorized representative of ENGINEER who may be assigned to the site or any part thereof 1.34. Samples -Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged 1.35. Shop Drawings -All drawings,. diagrams, illustrations, schedules and other data or information which are specifically prepared or assembled by or for CONTRACTOR and submitted by CONTRACTOR to illustrate some portion of the Work. 1,36. Specifications -Those portions of the Contract Documents consisting of written technical descriptions of materials, equipment, construction systems standards and workmanship- as applied to the Work and. certain administrative cktaifs applicable thereto. 1.37. Subcontractor --An individual, Finn or corporation having a direct contract with CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1.38. Substantial Completion -The Work (or it specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGEVEER's definitive certificate of Substantial Completion it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or specified part) can be utilized for the purposes for which it is intended; or if no such certificate is issued, when the Work is complete and ready for final payment is evidenced by ENGINEER'Swritten recommendation of final payment in accordance with paragraph 14.13. The terms "substantially complete' and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof 1.39. Supplementary Conditions -The part of the Contract Documents which amends or supplements these General Conditions. 1.40. Supplier -A manufacturer, fabricator, supplier, distributor, m iterialmen or vendor having a direct contract with CONTRACTOR or with any Subcontractor to Furnish materials or equipment to be incorporated in the Work by CONTR-ACTOR or any Subcontractor. 1.41. Underground Facilities -All pipelines conduits, ducts, cables, wires, manholes vaults tanks, tunnels or other such facilities or attachments, and any encasements containing such facilities which have been installed underground to furnish any, of the following services or materials: electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television sewage and drainage removal. traffic or other control systems or water. 1.42. Unit Price {York —Work to be paid for on the basis of taut prices. 1.43. WoA--The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract Documents. Work includes and is the result of performing or furnishing labor and furnishing and incorporating materials and equipment into the construction and performing or famishing services and furnishing documents, all as required by the Contract. Documents. 1.44. 1442rk Chmrge DBrecdve—A written directive to CONTRACrOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER ordering an addltlOn deletion or revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to be performed as provided in paragraph 4.2 or 4.3 or to emergencies undo paragraph6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the panics expect that the change directed or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties As to its effect, if any, on the Contract Price or Contract Times as provided in paragraph 10.1 1.45. f "iitten Amen hnent--A written amendment of the Contract Documents, signed by OWNER and CONTRACTOR on or after the Effective Date of the .Agreement and normally dealing with the nonen&eering or nontechnical rather than strictly construction -related aspects of the Contract Documents. ARTICLE 2—PRELM NARYMATTERS Delivery of BortBs 2.1. When CONTRACTOR delivers the executed Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be required to furnish in accordance with paragraph 5.1. CopievofDex mem 22 OWNI M shall furnish to CONTRACTOR up to ten copies (unless otherwise specified in the Supplementary Conditions) of the Contract Documents as are reasonably necessary for the execution of the Work. Additional copies will be furnished, upon request, at the cost of reproduction Commencement of Contract Times; Notice to 13oceerl- 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, EJCDC OENER.at. CONDITIONS 1910-3 (1990 Edti(xi) w/ CRY OF FORT COLLI NS MODIFICATIONS (REV 12000) if a Notice to Proceed is given, on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within thirty days after the Effective Date of the Agreement o�Bid-opcmirtg-Or-tlx-thirtieth-dey-after-tkte-ElFee Eiva-l-Je [e opthe-Agrearttenkwhiehererdettis�artier: Starting the Work. 24. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to nut but no Work shall be done at the site prior to the date on which the Contract Times commerce to run Before Starring Constmcdon: 2.5. Before undertaking each part of the Work, CONTRACTOR shall carefully study and compare the Contract Document% and check and vcrify pertinent figures shown thereon and all applicable field measurements CONTRACTOR shall promptly report in writing to ENGINEER any conflict, error, Ambiguity or discrepancy which CONTRACTOR. may discover and shall obtain a written interpretation or clarification from ENGINEER before proceeding with any Work affected thcrcbv; however, CONI'RACrOR shall not be liable to OWNER or ENGINEER for failure to report any conflict, error, ambiguity or discrepancy in the Contract Documents, unless CONTRACTOR knew or reasonably should have known thereof. 2.6. Within ten days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), CONTRACTOR shall submit to ENGINEER for review: 26.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any &Westones specified in the Contract Documcnts; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the times for submitting, reviewing and processing such submittal: 2.6.2.1. In no case will a schedule be acceptable which allows less than 21 calendar days for each review by Eneinezr. 7.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items agregating the Contract Price and will subdivide the Work into component parts insufficient detail to serve as the basis for progress payments during construction Such prices will include an appropriateamountof overhead and profit applicable to each item of Work. 2.7. Before any Work at the site is started. CONTRACTOR and-G%V?lFR shall eaeh deliver to the enter OWNER with copies to.each identified i 4he--Supplement^a Conditions F."NGINF.ER certificates of insurance (and other evidence of insurance reIlseRfibly--F04UO E _requested by OWNER) which CON ITRACTOR s rzg urzd to purchase and maintain in accordance with paraigraph9 5.4--W end-5-7. Preconstruction Conference., 2.3. Within twenty days after the Contract 'rimcs start to tort, but before any Work at the site is started a conference attended by CONTRACTOR. ENGINEER and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in paragraph 2.6, procedures for handling Shop Drawings and other submittals processing Applications for Payment and maintaining required records. Initially Acceptable Schedule.: 2.9. Unless otherwise provided in the Contract Documents rst before any work at the site begirtc a conference attended by CONTRACTOR, ENGINEER and others as ppr desimta0.d by OWNER. will be held to review oraf a aiprability to ENGNEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division I - General flue tcp_ttremenj, CONTRACTOR shall have an additional ten d3vs to make corrections and adjustments and to complete and resubmit the schedules No progress payment shall be made to CONTRACTOR until the schedules are submitted to and acceptable to ENGINEER as provided below. The progress schedule will be acceptable to ENCrfNFER as providing an orderly progression of the Work to completion within any specified Milestones and the Contract Times, but such acceptance will neither impose on ENGNEER responsibility for the sequencing, scheduling or progress of the Work nor interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. CONTRACTOR'S schedule of Shop Drawing and Sample submissions will be acceptable to ENGINEER as providing a workable arrangement for reviewing and processing the required submittals CONTRACTOR's schedule of values will be acceptable to ]ENGNEER as to form and substance. ARTICLE 3—CO` TRACT DOCUMENTS: INTENT X%1FNDIh\G, REUSE Intent 3.1, The Contract Documents comprise the entire agreement between 'OWNER and CONTRACTOR concerning the Work. The Contract Documents are complementary: what is called for by one is as binding as if called for by all. The Contract Documents will be construed in accordance with the law of the place of the Project. 3.2. It is the intent of the Contract Documents to EJCDC GENERAL CONDITIONS 1910$ (1990 Edlimn w/ Cl'rY OF FORT COLLINS MODIFICATIONS (REV A2000) describe a functionally complete Project (or part thertot) to be constructed in accordance with the Contract Documents. Any Work materials or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be furnished and performed whether or not specifically called for. When words or phrases which have a well-known technical or construction industry or trade meaning are used to describe Work materials or equipment, such words or phrases shall be interpreted in accordance with that meaning. Clarifications and interpretations of the Contract Documents shall beissued by ENGINEER as provided in paragraph 9.4. 3.3. Reference to Standards and Specifications of Technical .Societies; Reporting and Resobing Discrepancies: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, of to the Laws or Regulations of any governmental authority,- whether such reference be specific or by implication, shall mean the latest standard, specification, manual, code or Laws or Regulations in effect at the time of opening of Bids (or, on the Effective Date of the Agreement if there were no Bids), except as may he otherwise specitcaly stated in the Contract Documents. 3.3.2. If during the performance of the Worn:, CON -TRACTOR discovers any conflict, error, ambiguity or discrepancy within the Contract Documents or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard specification, manual or code or of any instruction of any Supplier referred to in paragraph 6.5, CONTRACTOR shall report it to ENGNEER in writing a[ once, and CONTRACTOR shall not proceed with the Work affected thereby (except'in an emergency as authorized by paragraph 6.23) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in pxuagmph 3.5 or 3.6: provided, however, that CONTRACTOR shall not be liable to OWNER or ENGINEER. for failure to report any such conflict, error, ambiguity or discrepancy unless CONTRACTOR knew or reasonably should have known thereof. 3.3.3. Except as otherwise specifically staled in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicted in paragraph 3.5 of 3.6, the provisions of the Contract Documents shill take precedence in resolving any conflict, error, .ambiguity or discrepancy between the provisions of the Contract Documents and: 3.3.3.1. the provisions of any such standard, specification, manual, code or instruction (whether or not specifically incorporated by reference in the Contract Documents); or 3.3.3.2. the provisions of any such Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). No provision of any such standard specification, manual, code or instruction shall be effective to change the duties and responsibilities of OWNER, CONFFRACI'OR or ENGINEER, or any of their subcontractors, consultants, agents or employees from those set forth in the Contract Documents, nor shall it be effective to assign to OWNER, ENGINEER or any of ENGINEER's Consultants, agents or employees; any dun- or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of paragraph 9.13 or any other provision of the Contract Documents. 3.4. Whenever in the Contract Documents the terms "as ordered", "as directed", "as required', "as allowed" "as approved" or terms of like effect or import are used, or the adjectives "reasonable', "suitable". "acceptable". "proper" or "satisfactory" or adjectives of like effect or import are used to describe a requirement, direction, review or judgment of F'NGWEER as to the Work, it is intended that such requirement, direction, review or judgment will be solely to evaluate, in general, the completed Work for compliance with the requirements of and information in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole ass shown or 'indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective shall not be effective to assign to ENGIi LEER any duty or authority to supervise or direct the. famishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of the Contract Documents. tmenr6ng and Supplementing Contract Dacument3 3.5. The Contract .Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terns and conditions thereof in one or more of the following ways: 3.5.1. a formal Written Amendment 3.5.2. a Change Order (pursuant to paragraph 10.4), or EXEC dENEM Cormrnons 1 v I0s (I vvo Edfia i x/ CITY OF FORT COLLI M MODIFICATIONS (REV •1,20(10) 3.5.3. a Work Change Directive (pursuant to paragraph 10.1). 3.6. In addition, the requirements of the Contract Documents .may be supplemented, and minor variations and deviations in the Work may be authorized, in one or more of the following ways: 3.6.1. A Field Omer (pursuant to paragraph 9.51 3.62. ENGNEER's approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGTNEER's written interpretation or clarification (pursuant to paragraph 9.4). Reuse of Documents. 3.7. CONTRACTOR and any Subcontractor or Supplier or other person or organisation performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any tide to or ownership rights in any of the. Drawings, Specifications or other documents (or copies of any thereof) prepared by or bearing the seal of ENGINFF.R or FNGTNF.ER's Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on exrensions of the Project or any other project without written consent of OWNER and ENGt`i LEER and specific wTitten verification or adaptation by ENGFNF.'ER. ARTICLE 4-AVAILABILITY OF LANDS; SUBSURFACE AIND PHYSICAL CONDITIONS; REFERFrNCE POINTS Availability of Lands: 4.1. OWNER shall furnish, as indicated in the Contract Documents, the lands upon which the Work is to be performed, rights -of way and easements for access thereto, and such other lands which are designated for the use of CONTRACTOR L-'pon-reasonable-written-request; sfa[emdflFof reGOfd-legs �Fi[ie-find-l2Qfa{-(l�'%ripFllNt-E�[Fle lands-upon-which-the—Wor4-is-4o-be performed -and Ol>OFFER's-imeresEt}terein-aa-rtecessary-Cur-givit>o nutitx of -or --fills a-nxclmnies-Fien-against-such-land,-in OWNER shall identity any encumbrances or restrictions not of general application but specifically related to use of lands so furnished with which CONTRACTOR will have to comply in performing the Work. Easements for permanent structures or permanent changes in existing facilities will be obtained and paid for by OWNER, unless otherwise provided in the Contract Documents. If CONTRACTOR and OWNER are unable to agree on entitlement to or the amount or extent of any adjustments in the Contract Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights -of - way or easements. CONTRACTOR may make a claim therefor as provided in Articles I I and 12. CONTRACTOR shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.1 Subsurface and Pbyaical Contfftions• 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of 42.L1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or contiguous to the site that have been *utilized by ENGINEER in preparing the Contract Documents; and 4.2.1.2. Phvsical Conditions: Those drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except Underground Facilities) that have been utilized by ENGINEER in preparing the Contract Documents. 4.2:2. Limited Reliance by CONIR4C7YJR Autlwmed• Teclmcal Data: CONTRACTOR may rely upon the general accumcy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such 'technical data", CONTRACTOR may not rely upon or make any claim against OWNER ENGNEER or any of ENGINEER's Consultants with respect to: 4.2 2.1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of construction to be employed by CONTRACTOR and safety precautions and programs incident thereto, or 4.2.2.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.22.3. tmv CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data. interpretations: opinions or information. 42.3. Notice of Differing Subsurface or Pinsical Conditions. If CONTRACTOR believes tha% any subsurface or physical condition at or contiguous to the site that is uncovered or revealed either. 4.2.3.1. is of such a nature as to establish that any "technical dttta" on which CONTF?ACfOR is entitled to rely as provided in paragaphs 4.2.1 and 4.2.2 is materially inaccurate, or 4:23.2. is of such a nature as to require a change in the Contract Documents, or 4.2:3.1 differs materially from that shown or EXI)CCENERAL CONDRIONS 19I0-9 (1990 Edliaa) u•I r•TtY OF FORT OOLLINS MODIFICATIONS (REV aR000) indicated in the Contract Documents, or 4.2.3.4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recogniad as inherent in work of the character provided for in the Contract Documents; then CONTRACTOR shall, preeiplly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such. conditions or pertamt any Work in connection therewith (except as aforesaid) until receipt of written order to do so. 4.2.4. ENGINEER's Review: ENGINEER will promptly review the pertinent conditions, determine the necessity of OWNER's obtaining additional exploration or tests with respect thereto and. advise OWNER in writing (with a copy to CONTRACTOR) of ENGNEER's findings and conclusions. - 4.2.5. Ponible Contract Documents Change: If ENGINEER concludes that a change in the Contract Documents is required as a result of a condition that meets one or more of the categories in paragraph 4.2.3. a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document the consequences of such change. 4.2.6. Possible Price and 'fines A4urmnerus: .An equitable adjustment in the Contract Price or in the Contract Times• or both, will be allowed to the extent that the existcnce of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR's cost of, or time required for perlbrmance oC the Work; subject, however, to the following: 4.2.6.1. such condition must meet any one or more of the categories described in pamgmphs 4.2.3.1 through 4.2.3.4, inclusive; 42.6.2. a change in the Contract Documents pursuant to paragraph 4.2.5 will not be an automatic authorization of nor a condition precedent to entitlement to any such adjustment; 4.2.6.3. with respect to Work that is paid for on a Unit Price Basis, any adjustment in Contract Price will be subject to the provisions. of paragraphs 9.10 and 1 1,9: and 4.2.6.4. CONTRACTOR shall net be entitled to any adjustment in the Contract Price or Times 4.2.6.4.1. CONTRACTOR knew, of the existence of such conditions at the time CONTRACTOR made a final commitment to OWNER in respect of Contract Price and Contract Times by the submission of a bid or becoming bound under a negotiated contract; or 12.6.4.2. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test or study of the site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for CONTRACTOR prior to CONTRACTOR's making such final commitment or 4.2.6.4.3. CONTRA(—rOR tailed to give the written notice within the time and as required by paragraph 4.2.3. If OWNER and CONTRACTOR are unable to agree on e7ntidemem to or as to the amount or length of any such equitable adjustment in the Contract Price or Contract Times, a claim may be made therefor as provided. in Articles I and 12, However, OWNER, ENGINEER and FNGINEER's Consultants shall not be liable to CONTRACTOR for any claims, casts, losses or damages sustained by CONTRACTOR can or in connection with any other project or anticipated project 4.3. Physical Condtions—Underground Facilities: 4.3.1. S'houn or hxricated: The information and lain, shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the site is based on information and data furnished to OWNER or ENGINEER by the owners of such Underground Facilities or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 4.3.1.1. OWNER and ENGINEER shall not be responsible for the accuracy or completeness of any such information or data; and 4.3.1.2. The cast of all of the following will be included in the Contract Price and CONTRACTOR shall have frill responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documents,(iu) coordination of the Work with the owners of such Underground Facilities during construction and (iv) the safety and protection of all such Underground Facilitiesas providacl in paragraph 6.20 and repairing any damage thereto resulting from the Work. 4.3.2. Not Shown or Inehcated. If an Underground Facility is uncovered or revealed at or contiguous to the site which was not shown or indicated in the Contract Documents. CONTRACTOR shall. promptly immediately after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except, in an emergency as required by ,paragraph 6.23). identify the owner of such Underground Facility and EICDCOENEFUL CONDITION51910 3 (1990 Edtim) w/ C17Y OF FORT COLL1 NS M(DDIFICATIONS'(REV46000) give written notice to that owner and to OWNER and ENGINEER ENGINEER will promptly review the Underground Facility and determine the extern, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence of the Underground Facility, If ENGMER concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued as provided in Article 10 to reflect and document such consequences. During such time, CONTRACTOR shall be responsible for the safety and protection of such Underground Facility as provided in paragraph6.20. CONTRACTOR shell may be allowed an increase in the Contract Rice or an extension of the Contract Times, or both, to the extent that they are attributable to the existence of any Underground Facility that was not shown or .indicated in the Contract Documents and that CONTRACTOR slid not know of and could not reasonably have been expected to be aware of or to have anticipated. If OWNER and CONTRACTOR are unable to agree on entitlement to or the amount or length of any such adjustment in Contract price or Contract Times, CONTRACTOR may make a claim therefor as provided in Articles I 1 and 12. However, OWNER, ENGINEER and ENGNFER's Consultants shall not be liable to CONTRACTOR for any claims, costs, losses or damages incurred or sustained by CONTRACTOR on or in connection with any other project or anticipated project. Reference Points: 4.4. OWNER shall provide engineering surveys to establish reference points for construction which in ENGiNEER's judgment are necewry to enable CONTRACTOR to proceed with the Work. CONTRACTOR shall be responsible for laying out the Work, shall protect and preserve the established reference points and shall make no changes or relocations without the prior written approval of O\DNER CONTRACTOR shall report to ENGINEER whenever any reference point is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points by professionally qualified personnel. 4.5. Asbestos, PCBs, Petroleum, llm:ardous IVasie or Radianetive Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive bfaterial uncovered or revealed at the site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work and which may present a substantial danger to persons or property exposed thereto in connection with the Work at the site. OWNER shall not be responsible for env such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible.. •1a:-6�'V-T-Rt�6"FeR-chalk-iminaditicaty=(t}stoRatl sash-notiea-in-writing)—F31SER-:.heli-promptly wreulk-witirE,:GF�FEE[7-cortc'emug�th2-nev stity-C<n f3lF'[�.TsR-to-ratairt-a-queliftad-aKperFto-ave luefa-such . in 60V�IL-�Gf-0!� sFtaB•riot-be-required-to-resumrWoFk suehlrlTi� 9k 14.3. if ..a._ Feeeiipt of -.'eh T ,.:_t WrittenFlAtied C-9•'NFFRAG -OR-does-nut-agrerto-resuma-stch-work e3nditiert�t '" uen-el' h- ,v.,_l- that ig in _ iih gich-67afdous eond itioeror-irt-�+eh-e fFeeted�tritrte-br a�;etn"gem 6hA tXerl.ry Tom, rR .- a rn�mu lec'rno earinet agriaes-to-intilimimt-to-oFdtamntoun6or-e�ttirntof inn i _t• a-,_t- ._hPetof tl.._ vi.._,. the iithiF-perry-mey-ttuaka-o-cleim-therafot-as•provided-in tlrtieles-F potion-of-the-Viofkrp rfenned-by-(DWNIERs-own. foreasor-othirsirtaceordattea-+cite-:ltticla-'� Regulm morns-QV,WER-seat{-ndimmfy-and-inld Fmrmlrs—E�3N-TR�FTOF Stit>tontrnctors: LN EZE PIS i D• Gansttitants 1 the officars—directors, employees —agents —other Gf)niSUltarrtS-Enf{-Sl{tKfMtmtCIOFS-(1(-2nGh-fart(:-M V-()€ uwtrtegligetee, E1CDC GE:NEF_'LL CONDITIONS 1910 4 (1990 EStia,) WICITY OF FORT COLLI M MODIFICATIONS (REV A/!000) ARTICLE 5 -BONDS AND INSIMUNCE Performance, Payment and OtherBondr. 5.1. CONTRACTOR shall furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price as security for the faithful performance and payment of all CONTR-ACTOR's obligations under the Contract Documents. These Bonds shall remain in effect at least until one' year after the date when final payment becomes due, except as provided otherwise by Laws or Regulations or by the Contract Documents. CONTRACTOR shall also furnish such other Bonds as arc required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents iatcept as provided otherwise by Laws or Regulations and shall be executed by such sureties as are named in the current list of "Companies. Holding Certificates of Authority as.Acccptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular570 (amended) by the Audit Staff, Buzau of Government Financial Operations, U.S.Treasury Department All Bonds signed by an agent must be accompanied by a catified copy of such agent's authority to act. 5.2. If the surety on any Bond furnished by CONTRACTOR is declared a bankrupt or becomes insolvent or its right.to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of pamgmph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of «•hick must be acceptable to OWN TER 5.3. Licensed Sureties and Insurers; Certificates of Insurance. 5.3.1. All Bonds and insurance required by the Contract Documents to be purchased and maintained by OWNER or CONTRACTOR shall be obtained from surety or .msum nce companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies fur the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.3.2. CONTRACTOR shall deliver to OkVNi' RL with copies to each additional insured identified in the Supplementary Conditions; certificates of insurance (and other evidence of insurance requested by OWNER or anv other additional insured) which CON Pf RACTOt2 is required to purchase and maintain in accord;nci with pnnaph 5,4l 011-a`�.TM-stmll daliW ,cgQP 60pies to ash additions!-insured-iden[i&ed-err-the-Suppletttattary an: A0UQFJAH1"_- �E CONTRACTOR's Liability Insurance: 5.4. CONTRACTOR stall purchase anti maintain such liability and other insurance as is appropriate for the Work being performed and huTtished and as. will provide protection from claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of the Work and CONTRACTOR's other obligations under the Contract Documents. whether it is to be performed or furnished by CONTRACTOR, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform or furnish any of the Work, or by anyone for whose acts arty of them may be liable: 5.4.1. claims under workers' compensation. disability benefits and other similar employee benefit acts; 5.4.2. claims for damages because of bodil injury, occupational sickness or disease, or death of CONT RACTOR's employees; 5.4.3. claims for damages because of bodily injury, sicknessor disease, or death of any person other than CONTRACTOR's employees; 4:-1.-eleirtts-ti3Fdaneags-insur2tl-by-custom ary eh it'F-Zilaiiied! indirectly related to the : mploy—�......—C....1. .........1 by othenreasom 5.4.5. claims for damages, other than to the Work itself because of injury to or destruction of tangible property wherever located including loss of use resulting therefrom; and 5.4.6. claims for damages because of bodily injury•, or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. The policies of insurance so required by this paragraph 5.4 to be purchased and maintained shall: 5.4.7. with respect to insurance required by paragraphs 5.4.3 through 5,4.6 inclusive and 5A.9, include as additional insureds. (subject to any customary exclusion in respect of .professional liability), OIVNER ENGINEER. ENGINEERs Consultants and any other persons or entities identified in the Supplementary Conditions• all of whom shall be listed as additional insureds, and include coverage for the respective officers and employees of all such additional instueds; 5.4.5. include the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater, 5.4.9. include completed operations irmuance; EIMCGENIMAL COW1110te619103 (19W E(Etim) a'/ CITY OF FORT COLLI tiS dIODIFICATIONS (REV 10000) 5.4.10. include contractual liability insurance covering CONTRACTOR's indemnity obligations under paragraphs 6.12, 6.16 and 6.31 through 6:33; 5.4.11. contain a provision or endorsement that the coverage afforded will not be cancelled, materially changed or renewal refused until at least thirty days' prior written notice has been given to OWNER and CONTRACTOR and to each other additional insured identified in the Supplementary Conditions to whom a certificate of usurance has been issued (and the certificates of insurance furnished by the CONTRACTOR pursuant to paragraph 5.3 2 will so provide); 5.4.12. remain in effect at least until final payment and at all times thereafter when CONTRACTOR may be correcting, removing or replacing defective Work in accordance with paragraph 13.12;'and 5.4.13. with respect to completed operations insurance, and any insurance coverage written on a claims -made basis, remain in effect for at least two years after final payment (and CONTRACTOR shall Punish OWNER and each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued evidence satisfactory to OWNER and any such additional insured of continuation of such insurance at final payanent and one year thereafter). Otl'VER'.S Liability Insurance: 5.5. In addition to insurance required to be provided by CONTRACTOR under pam6mph5A. OWNER at OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liabiliy insurance as will protect OWNER against claims which may arise from operations under the Contract Documents, Property Insurance: 6—Unless-o4terwisa-provide&in4he-Suppklnentary Coaxlitiol>,_-04'�IC-R-sha! I-purshnsz-and-maintain ol—the`—fu tl—replacement—cost—thereof—(AIb)ect—to—such tkdubtibla-amounts-as-may-btu-provided-in-the Supplementary-Conditionty-or-required-by-6aws-arxl Ragulations).-This••insurnm:ashall� j;6rl—trtel ude—fhc—inteFcsts—of—(-JIItNER- !� E?:FiR76Fs�s6uastal Fans-and-gay-etkter-pevserts-car gout ltlti-Ide miltall-kn-thtl-Supplamemar�Eondit ions; each•of-whom-is-deemed-tu heve-art-irearablrinlcrest and-shEl l l-lv-listad�usnrl-vuurcclor-ktdditioml l-insured; S:f . lee -written -on -a -Builders -Risk -al I-risk=or ape haF shel-aE-le i a! less 0 .aQ,e�oc,:u,.w+lu,-petals-fur^ «yea;; amended I . Description: 1.5" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pine-2.5" 1. Description: 2.5" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pipe-Y 1. Description: 3" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pipe-4" 1. Description: 4" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Unit Price Item: Lateral Pipe-6" 1. Description: 6" lateral pipe installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Linear Foot Landscape Unit Price Item: Finish Grading 1. Description: Finish grading per drawings and specifications including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Seed Mix A 1. Description: Seed mix A planting including transportation, excavation, and incidental efforts and materials required for a complete installed finished product. Does not include irrigation. 2. Unit of Measurement: Square Foot Unit Price Item: Seed Mix B 1. Description: Seed mix B planting including transportation, excavation, and incidental efforts and materials required for a complete installed finished product. Does not include irrigation. 2. Unit of Measurement: Square Foot Unit Price Item: Sod 1. Description: Sod planting including transportation, excavation, and incidental efforts and materials required for a complete installed finished product. Does not include irrigation. 2. Unit of Measurement: Square Foot Unit Price Item: Evergreen Tree-915 Container 1. Description: #15 container evergreen tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 20 crovrEPga-(haft-vende}isnt-end-ine{ieious-niischiat: earthquake. sallapse, de, -FFWVR6 dernoli(iWOW on .I.......... .._d .. _h ,,.t._. Perils as troy le... :�-3.-tee}tale-L`(per1923-irN:UERt}-in-F}fa-rapetFO[ raplesamanFo€arty-it+surw}-proparry-{insktitii�-l�t(E-no(- eEC}Itlaa[S}; « 1 .1..I..told eqUipffiffit SWFed ..: a._ .:l.. or-A"nothaFbentiert-that was egaed-to-ilrwriting-by . n 54.5�alma}ned in- aftest-urniVfinaVpeymeM-is _de ... .-- edier rise agreed to in ...Fit:_.. L.. (_lAaw, r`n\Il'D \(`TIED And CYT!'rSmj; 'II, thi. = j-dais=written--netise-tn-eash�theF-SWi (ional issuazd h-bBder And iVianhin8p, ns-may-bv rageired-by-the-Supplemattary-6wlditkwm t)F Laws and Regulations w" will inelude the intefe ts�€ n nwrrD er-rnD Suba,._..eeto FiNgP DCD Icmq,lrAntq And RnA. A;hpf a-mAns AF pnfities 19-dcYmaE}�(t3-}tPYa?tA-ir5ufltb{a-1MLE2si-Pnd-9}I&{(-}la-{istad-fl9 .�the paheies of nee -the _�xr: ;eater,-o nO. .L_._.lA .'Feed to he _ .ehft...d on mnullB(ned-bV-��`1')}}�!n-PftOFE}&lfa-w!I}T'�78mdmphs-?�i covamga-n}Fordzd--wi}I-not-bar�unoa}lzd-or-material {y clwrtgad-or-ranawP4-Ee6tsadrunt i}-et-lens(-thirty-days'-prior writtar�notice-has-been-given-to-OWNER--and GG?�R6kGFGR and to eaelt other atWkional insured to whoa[-R-ezrti}'ieata-of-irtsurnnsz-Fe�sbaan-issuzd-and-wiN contain —waiver —provisions —in —accordance —with i.9. O%VNER shall net be responsible Cur purchasing and maintaining any property insurance to protect the interests of CONT P-NCTOR, Subcontractors or others in idettilied-in-dirSupplem tary-Comlitiom. The -risk -of lass wi '" Wbo-bOfne tractor-er-Arharssuff aAy siich-}oss-and-iFary-of-them-wishes-propzny-ins maw euvere��a--within-the-limiE9-oC-such�lmewnts,-each-mar purchase ind-mnintain-it-at-tho-purchusadsowna.\panse. }F}.—l€-CUN}t}:.-\6F0}?:-requests-in-writit� that -other a reed.. hs < ;S OF 6 7 nttntne pa -�-C 'll l.�,,,1 -•1. !�n\ITD � ACTOR by .eta Gh D n.d.. OF IrlFi»_. Amendment. ia.:..�-., F f EICUCGEN'ERAV. CONDMO S 191" (1990 Editim) 10 al Cl rYOF FORT COLLINSMODIFICATIONS(REV •IrW) wmmal(eammt-oF(}tlrbYork-nt-(ha-sitar-4WL�iFsR-shP}Hn -}-}-}-01� ant}'�Ot�)�t(;•FO}�inknt}(}I8F8}} po}isias }wrchPsad-i(rm;cordenca-with-pnraynphs-i6 in the Supplementary cortailigns to be liaeq, Q insureds-or-addltionel-insuretis-(iF3ff1T-pE)ite7GrAnd wig Provide pFiffiafy uos;erage and dl rn e reed by the --;Is ea erad w_there �v} NisuFa nV-0€ lhtl-mSliEad5-9r---ElddiH6iffi�-tf6tlrad;-(htSCtrridl� direstots;-ample}-ees--and-egaAts--€or-ell-le".res-end damageg Any-e�(}la- panls-coveted-by-suE}T-paliGia s-And-any Subeen�octem rrrDvR�.r S—cxrrvrn�.-.onrcY..o.IS CoetwltAn(sntld-A }I-other-pzrsorls-or-zntirias-idaMi€tad a to be listed xrn-il..e .: motRAYPRO) meldr(g-sueh-+vAivzr-mAy-}mvz-te- the -proPzads�€ utsem le bald-hy-OWNER .. OF ...le.._..:.... tzlynbhrundaFAAy-po}iuy-so-isnrad: ~- 5419. In Witten; OWNER agnaisF—rc��F(�r\�F� •4l ••St:bf:JR(mf(t1FS P5GRl£ PrrnsrD49 errs I._-.. and dh of€iszrs-(liraetors-amployzas-nral-Agams-ol-nny-o€ than . rt-F; C 1 1 9 1033 ,ue . b .. ._i...... of-use--or-other-conslquzntiul-Iris attaMling or die Work eoused by-. bayalai-divas(-physise4-I�x - damage -to nrisingou[-o€ or-resulting-CfORI- ire-orOther-peril; whether -a not-irrulrad-byOlk'i IGR and -II .=:': loss -or -dam Pia-to-the-sOmplatad Najeet or pert the rao€'sEvused by, rwis� out of or resultirg--from-€trr-or-othc�insurrd-paEi}-�;overed buunsa mai-ined-on--the durir>o partial—tlWim(ian—puestlnnt—to pam4mph-1440, nfter---gubstm6al-Cennp}etion pu rsttunl-tn-pfmtgru likt-1�(:S-orutiar-timr}-payment L 1112 pursuAnttaFtvaaap..-.�.r. !as& dame to in any 0 et" referred Gonsm4ential loss the insurers Will 1._..e R9 Fi h ..1• recovaay-against-any-o�GO?FFRAGTO�Subcontm«:torsc ants and the offieemn Receipt and Application ofInsurance Proceeds: 5.12. Any insured loss under the -policies of insurance required by paragmphs5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insure& as their interests may appear, subject to the requirements of any applicable mortgage clause and of paragraph 5.13. OWNER shall deposit in a separate account any money so received,, and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is reached the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof and the Work and the cost thereof covered by an appropriate Change Order or Written Amendm ent. 5.13. OWNER as fiduciary shall have power to adjust and 'settle tiny loss with the insurers unless one of the parties in interest shall object in writing within fifteen days after the occurrence of loss to OWNER's exercise of this power. If such objection be made, OWNER as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach If no such agreement among the parties in interest is reacln:d, OWNER as fiduciary shall adjust and settle the loss with the insurers mick-ir-rot -irad-in--waiting-lw-arty--f in interest, QiiV�yD ... 6d. ..:..... .e..il o... bond G. !he Acceptance of Bondv and /n.vurance; Option to Replace: 5.14.. If either pany-fnnnsn or GGNTP arrnoi OWNER has any objection to the coverage afforded by or other provisions of the Bonds -of insurance required to be purchased and maintained by the ny CONTRACTOR in accordance with Article 5 on the lmsas of nonconformance with the Contract Documents, the obleeturmg-peRrshall-sernOnfy-die-oUxFparty OWNER will f ratify CO1ITK \(.'TOR in wri(��g� with n tan een days after receipt dehverV of the certificates (or-othei-evidence requested) to \Wa ER required by paragraph 2.7. othaa-such-additioraTl-intontmatiora-ua-rrspai;t-of-iruuaanea Partial Utilization -Property Insurance: 5.15. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Erne: cENEFLAL CONDMONS 1910s (1990 Editim) W/ a rY OF FORT COLLIES MODIFICATIONS (REV 1/7000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.11}, provided that no such use or occupancy shall commence before the insurers providing the property insurance have acknowledged notice thereof and in writing effected any changes in coveragenecessitated thereby. The insurers providing the. property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be cancelled or permitted to lapse on account of any such partial use or occupancy. AKr IC L E. 6-CONr RACTOR'S RESPONSIBILITIES Supertdsion and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work, competently and efficiently. devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. CONTRACTOR shall be solely responsible for the means, methods, techniques, sequences and procedures of construction, but CONTRACTOR shall not be responsible for the negligence of others in the design or specification of a specific means, method technique, sequence or procedure of construction which is shown or indicated in and expressly required by the Contract Documents. CONTRACTOR shall be responsible to see that the completed Work complies accurately with the Contract Documents 6.2. CONTRACTOR shall keep on the Work at all times during its progress a competent resident superintendent, who shall not be replaced without written notice to OWNER and ENGINEER except under extraordinary circumstances. The superintendent will be CONTR.ACTOR's representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the superintendent shall be as binding its if given to CONTRACTOR: Labor, Alaterialy and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified persornnd to survey, lay out and construct the Work as required by the Contract Documents. CONTRACTOR shall at all times maintain good discipline and order at the site. Except as otherwise required for the safety or protection of pem. nts or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract Documents, all Work at the site shall be performed during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work on Saturday, Sunday or any legal holiday without OWNER's written consent Oven after prior written notice to ENGINEER CONTRACTOR shall submit requests to the ENGNEER no less than 48 hours in advance of anv Work to be performed on Saturday. Sunday. Holidays or outside the Reirular Working Hours. 6.4. Unless otherwise specified in the General contains or is followed by words reading that no like. Requirements, CONTRACTOR shall furnish and assume equivalent or "or -equal" item or no substitution is full responsibility for all materials, equipment, labor, permitted, other items of material or equipment or transportation, construction equipment and machinery, material or equipment of other Suppliers may be tools, appliances, fuel power, light heat, telephone, water, accepted by ENGINEER under the following sanitary facilities, tern facilities and all other circumstances: facilities and incidentak necessary for the furnishing. performance, testing, start-up and completion of the Work. 6.7.1.1. '19r-Equal" If in ENGLNEER's sole discretion an item of material or equipment 641 Purchasing Restrictions CONTRACTOR proposed by CONTRACTOR is functionally must comply with the Citv's purchasing restrictions. A equal to that named and sufficiently similar so that copv of the resolutions are available Cot review in the no change in related Work will be required, it may offices of the Purchasing and Risk ;Management be considered by ENGINEER as an "or-ecipal" Division or the Citv Clerk's office. item, in which case review and approval of the proposed item may, in ENGfNEWs sole 6.4.1. Cement Restrictions: City of Fort Collins discretion, be accomplished without compliance Resolution 91-121 requires that suppliers and oroducars with some or all of the requirements for of cement or products containing cement to certifL that acceptance of proposed substitute items. the cement sws not made in cement kilns that bum 6.7.1.2. Substitute Itemr: If in FrNUNEER's sole hazardous waste as a fuel. discretion an item of material or equipment proposed by CONTRACTOR does.not qualify as 6.5. .All materials and equipment shall be of good an "or -equal" item under mbpamgraph 6.7.1.1, it quality and new, except as otherwise provided in the will be considered a proposed substitute item. Contract Documents. All warranties and guarantees CONTRACTOR shall submit sufficient specifically called for by the Specifications shall expressly information as provided below to allow run to the benefit of OWNER If required by ENGINEER, ENGNEER to determine that the item of material CONTRACTOR shall famish satisfactory evidence or equipment proposed is essentially equivalent to (including reports of required tests) as to the kind and that named and an acceptable substitute therefor. quality of materials and equipment rW materials and The procedure for review by the ENGINEER will equipment shall be applied, installed, connected, erected, include the following as supplemented in the used, cleaned and conditioned in accordance with General Requirements and as ENGINEER may instructions of the applicable Supplier, except as otherwise decide is appropriate under the circumstances. provided in the Contract Documents. Requests for review of proposed substitute items of material or equipment will not be accepted by Progress Schedule ENGINEER front anyone other than CONTRACTOR If CONTRACTOR wishes to 6.6. CONTRACTOR shall adhere to the progress furnish or use a substitute item of material or schedule established in accordance with paragraph 2.9 as it equipment CONTRACTOR shall first make may be adjusted from time to time as provided below: written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will 6AL CONTRACTOR shall submit to ENGINEER perform adequately the functions and achieve the for acceptance (to the extent indicated in results called for by the general design, be similar paragmph2.9) proposed adjustments in the progress in substance to that specified and be suited to the schedule that will not change the Contract Times (or same use as that specified The application will Milestones). Such adjustments will conform generally state the extent if any, to which the evaluation to the progress schedule thenin effect and additionally and acceptance of the proposed substitute will will comply with any provisions of the General prejudice CONTRACTOR's achievement of Requirements applicable thereto. Substantial Completion on time, whether or not acceptance: of the substitute for use in the Work 6.6.2. Proposed adjustments in the progress schedule will require a change in any of the Contract that will change the Contract Times (or Vfilestones) Documents (or in the provisions of any other shall be submitted in accordance with the requirements direct contract with OWNER for work on the of paragraph 12.1. Such adjustments may only be Project) to adapt the design to the proposed made by a Change Order or Written Amendment in substitute and whether or not incorporation or use accordance with Article 12 of the substitute in connection with the Work is subject to payment of: any license fee or royalty. 6.7. Substitutes and "Or -Equal" Items: All variations of the propwed substitute from that specified will be identified in the application and 6.7.1. Whenever an item of material or equipment is available maintenance, repair and replacement specified or described in the Contract Documents by service will be indicated The application will using the name of a proprietary item or the name of a also contain an itemized estimate of all costs or particular Supplier, the specification or description is credits that will result directly or indirectly from intended to establish the type. function and quality acceptance of such substitute, including costs of required Unless the specification or description redesign and claims of other contractors affected EICDC UENlx tL CONDITIONS 19 to-9 (1990 E661+1) 1= .w/ CM OF FORT 0OLLINSMODIFICATIONS(REVC20e0) by the resulting change, all of which will be considered by ENGNEER in evaluating the proposed substitute. ENGINEER. may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. CO M4CTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CON TRACTOR's cxpcnse. 6.7.2. Substitute Comtruction ,bletliods or Procerbrres: If a specific means, method technique, sequence or procedure of construction is shown or indicated in and expressly required by the Contract Documents, CONTRACTOR may furnish or utilize a substitute mean, method, technique, sequence or procedure of cortstruction acceptable to ENGINEER. CONTRACTOR shall submit sul icient information to allow ENGINEER in FNGINEI:R's.sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. The procedure for review by ENGfNF.ER will be similarto that provided in subparagraph 6.7.1.2. 6.7.3. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to paragraphs 6.7.1.2 and 6.7.2. ENGI,i PEER will be the sole judge of acceptability. No 'or -equal" or substitute will be ordered, installed or utilized without FNGINEER's prior written acceptance which will be evidenced by either a Change Order or an approved Shop Drawing. OWNER may require CONTRACTOR to furnish at CONCRACTOR's expense a special performance guarantee or other surety with respect to any 'or -equal" or substitute. ENGINEER will record time required by ENGINEER and ENGNEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.1 and 6.7.2 and in making charges in the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) occasioned thereby. Whether or not ENGINEER accepts a substitute item so proposed or submitted by CONTRACTOR CONTRACTOR shall reimburse OWNER for the charges of ENGINEER and ENGNEER's Consultants for evaluating each such proposed substitute item. 68. Concerning Subcontractors, Suppliers and Others: 6.8.1. CONTRACTOR shall not employ any Subcontractor, Supplier or other person or organization (including those acceptable to OWNER and ENGINEER as indliwted in par<Igraph 6.8.2), whether initially or as a substitute. against whom OWNER or ENGINEER may have reasonable objection. CONTRACTOR shall not be required to employ any Subcontractor, Supplier or other person or organization to famish or perform any of the Work against whom CONTRACTOR has reasonable objection. EICDCceNMkLCONDITIONS 10043(1990Edatim) w/ CITY OF FORT COLLINS MODIFICATIONS rREV d2000) G_9. CONTRACTOR shall perform not less than 20 percent of the Work with its own forces (that is, without subcontractina,). The 20 percent rcpuircment shall be understood to refer to the Work the value of which totals not less than 20 percent of the Contract Rice. 6.8.2. ff—tho—Supplementary-Gonditions Biddin Documents require the Identity of certain Subcontractors, Suppliers or other persons or organizations (including those who are to furnish the principal items of materials or equipment) to be submitted to OWNER in-advanee-ofmthe-speeifted data prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER,—tdnd---if OWNER's or ENGINEER's accep cc (either in writing or by railing to makewritten objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of se identified may be fevaked on th artvsush�ubsantrestor�ttp�lie�e{ oth��rson-er reN(JtNEEV- No acceptance by UWNEK or ENGINEER of any such Subcontractor, Supplier or other person or organization shall a)nstirute a waiver of any right of OWNER or ENGINEER to reject defective Work. 6.9.1. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the Subcontractors, Suppliers and other persons and organimtioru performing or furnishing any of the Work under a direct or indirect contract with CONTRACTOR just as CONTRACTOR is responsible for CONTRACTOR's own acts and omissions. Nothing in the Contract Documents shall create for the benefit of any such Subcontractor, Supplier or other person or organization any contractual relationship between OWNER or ENGF nT.ER and anv such Subcontractor. Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGNEER to pry or to see to the payment of any moneys due any such Subcontractor„ Supplier or, other person or organization except as may otherwise be required by Laws and Regulations. OWNER or ENGINEER may furnish to anv subcontractor, supplier or other person or omanization evidence of amounts Paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Payment". 13 6.4.2. CONTRACTOR shall be solely responsible for scheduling and coordinating the Work. of Subcontractors. Suppliers and other persons .and organizations performing or furnishing any of the Work under a direct- or indirect contract with CONTRACTOR CONTRACTOR shall require all Subcontractors. Suppliers and such other persons and organizations performing or furnishing any of the Work to communicate with the ENGINMR through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of any Drawings shall not control CONTRACTOR in (lividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. Ul Work perforated for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement betnveen CONTRACTOR and the Subcontractor or Supplier which specifically binds the. Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of OWNER and ENGINEER. Whenever- n Y . h-agreement is , `�-r,--�ew'k,:,. fiats��•.p--p'aa--�;.r.� II. wd as an t ^mgtaphs 3 e era 54, the _ _ . t..... een the C-04FRAGTOR-find-the-SuWc umcter-or-Supplier-will and nil n„_w,«u ...1.e era' ` -_I ..a_ G._ filllosses HAd GIRMAgeS caused bye prising-ea[�€oFresultittg-froareny- ,`ilgeever�by '' ie9 __ + __y _.w_�.9Ft) atsuntnee n�pfieebfe to tha-Worlrlf-the-irsurers-orr-arw-such-{citeia require Supplier-, in the Sam a. Patent Fees and Royalties: 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process; product or device which is the subject of patent rights or copyrights held by others. If a particular invention, design process. product or device is specified intheContract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGIi LEER its use is subject to patent rights or copyrights calling for the payment of any license fee or rovalty to others, the existence of such rights shall be disclosed by OWNER in the Contract Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, EN'GLNEER ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and rtgainst all claims, costs, losses and damages arising cut of or resulting flora aqv infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting Gem the incorporation in the Work of any invention, design, process. product or device not specified in the Contract Documents EJCDC GENERAL CONDITIONS 19105 (19" Ec5tim) 14 WICITY OF FORT COLLINSMODIFICATIONS(RL'V,IP_000) Permits. 6.13. unless otherwise provided in the, Supplementary Conditions, CONTRACTOR shall obtain and pay for all ou strudion permits and licenses. OWNER'shall assist CONTRACTOR, when necessary, in obtaining such permits and licenses. CONTRACTOR shall pay ,all governmental charges and inspection fees necessary for the prosecution of the Work, which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Ageement. CONTRACTOR shall pay all charges of utility. owners for connections to the Work, and OWNER shall pay nll charges of such utility owners for capital costs related thereto such as plant investment fees 6.14. La»sandRegulations: 6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor PNG WEER shall be responsible for monitoring CONPRACTOR's compliance with any Laws or Regulations. 6,14.2. If CONTRACTOR performs any Work knowing or having reason to know that it.is contrary to Laws or Regulation, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTORS primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRAcrows obligations under paragraph 3.3.2. Tares 6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid by CONTRACTOR in accordance with the Laws and Regulations of the plat: of the Project which are applicable during the performance of the Work. G 15.1. OWNER is exempt Gan Colorado State and local sales and use taxes on materials to be pernanently itxorporated into the prroje t, Said taxes shall not be included in the Contract Price. Address: Colorado Department of Revenue State Capital Annex 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado Ronal Transportation District MTDI and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. :VI avohcable Sales aml Use Taxes iincludimt Stale collected taxes), on anv items other than construction and building materials physically incorporated into the o ect are to be id by CONTRACTOR and are to included inappropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the optranow of workers to the site and land and areas identified in and permitted by the Contract Documents and other land and areas permitted by Laws and Regulations, rights -of -way, permits and easements, and shall not unreasonably encumber the premises with construction equipment or other materials or equipment. CONTRACTOR shall wssume 1"ull responsibility for any damage to any such land or area, or to the owner or occupant thereof or of arty adjacent land or areas, resulting from the performance of the Work. Should any claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold harmless OWNER, ENNGNEER, 04G[NEER's Consultant and anyone directly or indirectly employed by any of them [tom and against all claims, costs, losses and damages arising out of or resulting from any claim or action, legal or equitable, brought by any suds owner or occupant against 06VNER ENGNEER or any other party indemnified hereunder to the extent caused by or based upon CONfRACTOR's performance of the Work. 6.17. During the progress of the Work CONTRACTOR shall keep the premises flee from accumulations of waste materials, rubbish and other debris resulting from the Work At the completion of the Work CONTRACTOR shall remove all waste materials, rubbish and debris from and about the premise as well as all tools, appliances, construction equipment and machinery and surplus materials. CONTRACTOR shall leave the site clean and ready for occupancy by OWNER at Substantial Completion of the Work. CONTRACTOR shall restore to oriytin l condition all properly not designated foralteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any pert of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR, subject any part of the Work ur adjacent property to stresses or pressures that will endanger it. Record Documents., ErcoC CENEFLAL CONwrnoNS 19104 (1990 Editiea) w/ CITY OF FORT COLLINS MOOIFICd [IONS (REV 4(1000) 6.19. CONTRACTOR shall maintain in a safe place at the site one record copy of all Drawings, Specifications, Addenda, Written Amendments, Change Orders, Work Change Directives, Field Orders and written interpretations and -clarifications (issued pursuant to paragraph9.a) in good order and annotated to show all changes made during construction. These record documents together with all approved Samples and a counterpart of all approved Shop Drawings will be available to ENGNEER for reference. Upon completion of the Work and prior to release of final payment, these record documents, Samples and Shop Drawings will be delivered to ENGINEER for OWNER Safety and Protection: 6.20. CONTRACTOR shall be responsible for tnitiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall tale all necessary precautions for the safety A and stall provide the necessary protection to prevent damage, injury or loss t6: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and matdials and equipment to be incorporated therein, whether in storage on or off the site; and 6.20.3. other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities and Underground Facilities not designated for removal, relocation or replacement in the course of construction. CONTRACTOR shall comply with all applicable Laws and Regulations of any public body having jurisdiction for safety of persons or property or to protect them from damage, injury or loss; and stall erect and maintain all necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property and of Underground Facilities and utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation and replacement of their property. All damage, injury or loss to any property referred to in paragraphs 6.20.22 or 6.303 caused, directly or indirectly, in whole or in phut, by CONTRACTOR, any Subcontractor, Supplier or any other person or organizition directly or indirectly employed by any of them to perform or Cumish any of the Work or anyone for whose acts any of them may be liable, shall be remedied by CONTRACTOR (except damage or loss attributable to the fault of Drawings or Specifications or to the acts or omissions of OWNER or ENGNEER or ENGINEERS Consultant or anyone employed by any of them or anvone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in put. to the fault or negligence of CONTRACTOR or any Subcontractor. Supplier or other person or organ tion directly or indirectly employed by any of them). CONTRACTOR's duties and responsibilities for the safety and protection of the Work shall continue until such time as all the Work is completed and F."NGNEF.R has issued a l> notice to OWNER and CONTRACTOR in accordance with paragraph 14.13 that the Work is acceptable (except as otherwise expressly .provided in connection with Substantial Completion). 6.21. Safety Reprewnraave• CONTRACTOR shall designate a qualified and experienced safety representative at the site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs, Hazard Communication Programs: 6.21. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication informationrequired to be made available to or exchanged between or among. employers at the site in accordance with taws or Regulations. Emergencies., 6.23. In emergencies affecting the safety or protection of persons or the Work or property at the site or adjacent thereto, CONTRACTOR, without special instruction or authorisation from OWNER or ENGINEER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give ENGINEER prompt written notice if CONTRACTOR believes that any significant changes in the Work or variations from the Contract Documents have been caused therebv. If ENGINEER determines that a change in the Contract Documents is required because of the action taken by CONTRACTOR in response to such an emergency, a Work Change Directive or Change Order will be issued to document the consequences of such action. 6.24. Shop Drawings and Samples: 6.24.1. CONTRACTOR shall submit Shop Drawings to MNrGMEER for review and approval in accordance with the accepted schedule of Shop Drawings and Sample. submittals (see paragraph 2.9). All submittals will be identified as ENGINEER may require and in the number of copies specified in the General Requirements. The data shown on the Shop Drawings will be complete with respect to quantities, dimensions, specified performance and design criteria. materials and similar data to show ENGINEER the materials and equipment CONTRACTOR proposes to provide and to enable ENGf TEER to review the information for the limited purposes required by pamgmph 6.26. 6242. CONTRACTOR shall also submit Samples to LNGINEFR for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample w ll be identified clearly as to material, Supplier, pertinent data such as catalog numbers and the use for which intended and otherwise as ENGINEER may require to enable ENGINEER to review the submittal for the limited 16 EKI)COENhR4L CONDIIIOhS 19I03 (1990 Editiaa) w1 CITY OF FORT COLLINS NODQ9CATIONS (REV 42000) purposes required by patagmph6.26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.2a Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample. CONTRACTOR shall have determined and verified: 6.25A.L all Geld measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1'-. all materials with respect to intended use, fabrication, shiMpg, handling, storage, assembly and installation pertaining to the performance of the Wort:, and 6.25.1.3. nil information relative to CON TRACTOR's sole responsibilities in respect of means, methods, techniques, sequences and procedures of construction and safety precautions and programs incident thereto. CONTRACTOR shall also have reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements, of the Work and the Contract Documents, 6252. Each submittal will bear a stamp or specific written indication that CONTRACTOR has shushed CONTR:ACTOR's obligations under the Contract Documents with respect to CONTRACTOR'% review and approval of that submittal. 6.25.3. At the time of each submission, CONTRACTOR shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample submitted may have from the .requirements of the Contract Documents, such notice to be in a written communication separate from the submittal: and, in addition, shall cruse a specific rotation to be made on each Shop Drawing and Simple submitted to ENGINEER for review and approval of each such variation. 6.26. ENGINEIR will review and approve Shop DmNmigs and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by EVGMER as required by paragraph 2.9. ENGCTEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, mntorn to the information given in the Contract Documents and be compatiblewith the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGLV•EERs review and approval will not extend to means, methods, technique, sequences or procedures of construction (except where a particular means, method, technique, sequence or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. CONTRACTOR shall make corrections required by ENGINEER and shall return the required numbs of corrected copies of Shop Drawings and submit as required new Samples for review and approval. CONTRACTOR shall direct specific attention in writing to revisions other than the corrections called for by ENG fNEER on previous submittals. 6.27. ENGNEER's review and approval of Shop Drawing or Samples shall not relieve CONTRACTOR from resromsibility for any variation Isom )he requirements of the Contract Documents unless CONTRACTOR has in writing called ENGLNEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINNEER has given written approval of each such variation by a specific written notation thereof incorporated in or acYompanying the Shop Drawing or Sample approvnl; nor will any approval by ENGINEER relieve CONTRACTOR from responsibility for complying with the requirements of paragraph 6.25.1. 6.28. Where a Shop Drawing or Sample is required by the Contract Documents or the schedule of Shop Drawing and Sample submissions accepted by FNGNEER as required by paragraph 2.9, any related Work performed prior to hNI GINEER's review and approval of the Ix:rtinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work. 6.29. CONTRACTOR shall carry on the Work and adhere to the progress schedule during all disputes or disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree in writing. 6.30. CONTRICTOR�v General lG'arranty and Guarantee: 6.30.1..COV71RACTOR warrants and guarantees to OWNER ENGINEER and ENGNEER's Consultants that all Work will be in accordance with the Contract Documents and will not be cfective. CONTRACTOR's %arramy and guarantee hereunder excludes defects or damage caused by: 6.30.1.1. abuse, modification or improper maintenance or operation by persons other than CONTRACTOR, Subcontractors or Suppliers; or 630.1.2. normal wear and tear under normal usage. 6.30.2. CONTRACTOR's obligation to perform and complete the York in accordance with the Contract Documents shall be absolute. 'tone of the following will constitute an acceptance of Work .that is not in EXL)CGENEEMCONDI'RONS 1910.80 M EdUQ ) at'/ CITY OF FORT COLLINS MODIFICATIONS tREV JR000) accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Wort: in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6,30.22. recommendation of any progress or final payment by ENGINEER; 6.30.2.3. the issuance of a certificate of Substantial Completion or any payment by OWNER to CONTRACTOR under the Contract Documents; 630.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.302.5. any acceptance by OWNER or any failure to do so: 6.3016: any review and approval of a Shop Drawing or Sample submittal or the issuance of n notice of acceptability by ENGIrNEER pursuant to paragraph 14.131 6.30.2.7. any inspection, test or approval by others; or 630.2.8. any correction of defective Work by OWNER /ndenu tification: 631. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnity and hold harmless OWNER, ONGNEER. ENGNEERs Consultantsand the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages (including, but not limited to, all tees and charges of engineers, architects, attorneys and other professionals and all court or arbitration or other dispute resolution costs) caused by, arising out of or resulting from the performance of the Work, provided that any such claim, cost. Icxss or damage: (i) is attributable to bodily injury, sickness, disease or death. or to injury to or destruction of tangible property (other than the Work itself), including the loss of use resulting therefrom, and (ii) is caused in whole or in part by any negligent act or omission of CONTRACTOR any Subcontractor, any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish any of the Work or anyone for who c acts any of them may be liable, regardless of whether or not caused in part by any negligence or omission of a person or entity indemnified hereunder or whether liability is imposed upon such indemnified pity by Laws and Regulations regardless of the negligence of any such person or entity. 6.32. In any and all claims against OWNER or ENGINEER or any of their respective consultams, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcontractor, any Supplier, any person or organization directly or indirectly employed by 17 any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable, the indemnification obligation under. Faragraph6.31 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for CONTRACTOR or any such Subcontractor, Supplici or other person or organization under workers' compensation acts, disability benefit acts or other employee benefit acts 6.33. The indemnification obligations of CONTRACTOR tinder paragraph631 shell not extend to the liability of ENGINEER and ENGIYE s Consultants, officers, directors, employeesor agents caused by the professional negligence, errors or omissions of any of them. Survival ofObligadonr 6.34. All representations, indemnifications, warranties and guarantees made in required by or given in accordance with the Contract Documents, as well as all continuing obfigations indicated in the Contract Documents will survive final payment, completion and acceptanceof the Work and termination or completion of the Agreement. ARTICLE 7—OTHER WORK Related Work ar Site: 7.1. OWNER may perform other work related to the Project at the site by OWNER's own forces, or lei other direct contracts therefor which shall contain General Conditions similar to these, or have other work performed by utility owners. If the fact that such other work is to be performed was not noted in the Contract Documents, then: (i) written notice thereof will be given to CONTRr\CIOR prior to starting any such other work and (il) CONTR:\CTOR may make a claim therefor as provided in Articles 1 I and 12 if CONTRACTOR believes that such performance will involve additional expense to CONTRACTOR or requires additional time and the parties are unable to agree as to the amount or extent thereof. 7.2. CONTRACTOR shall afford each other contractor who is a party to such a direct contract and each utility owner (and OWNER if OWNER is performing the additional work with ORNER's emplovees) proper and safe access to the site and a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work and shall properly connect and coordinate the Work with theirs Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cuttini,. fitting and patching of the Work that may be required to make its several parts come together properly and integrate with such other work. CONTRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and will only cut or alter their work with the written consent of ELNGR, EER and the others whose work will be affected. The duties and. esponsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the -extent that -there are comparable. EtcDC GET CONDITION'S 1010-8 0900 Edciail Is wd C117Y OF FORT COLLINSMODIFICATIONS(REV •10000) provisions for the benefit of CONTRACTOR in said direct contracts between.OWNE•R and such utility owners and other contractors: 7.3. If the proper execution or results of any, part of CONTRACTOR's Work depends upon work performed by others under this article 7. CONTRACTOR shall inspect such .other work and promptly report to ENGINEER in writing any delays, defects or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of CONTRACTOR's Work CONTRACTOR's failure so to report will constitute an acceptance of such other work as fitand proper for integration with CONTR4CTOR's 'Work except for latent or nonapparent defects and deficiencies in such other work. Coardnation: 7.4. If OWN ER contracts with others for the performance of other work on the Project at the site, the fallmving will be set forth in Suppleinerm ry Conditions: 74.I. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the variows prime contractors will be identified; 7.4.2. the specific matters to be covered by such authority and responsibility will be itemized; and 7.4.3. the extent of such authority and responsibilities will be provided. Unless otherwise provided in the Supplementary Conditions, OWNER shall have sole authority and responsibility in respect of such coordiraition ARTICLE 9—OWNER'S RESPOYSl[BFLITIES 8:1. Except as otherwise provided in these General Conditions, OWNER shall issue all communications to CONTRACTOR through ENGINEER. 8.2, In case of termination of de employment of EiNGINEER OWNER shall appoint an engineer against whonr60N-FR-IGTOR—makes-no-reasoneblr-objecti<xxt whose starts under the Contract Documents shall be that of the former ENGI, LEER 8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and shall make payments to CONTRACTOR promptly when they are due as provided in paragraphs 14.4 artd 14.13. 8.4. OWNER's duties in respect of providing lands and casements and providing cngineermg surveys to establish reference pours are set forth in paragraphs 4.1 and 4.4. Paragraph 4.2 refers to OWNT ER's identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface co drtiors at the site and drawings of physical conditions in existing structures at or contiguous to the site that have been utilized by ENGINEER in preparing the Contrail Documents fotfirirrperagrephs3-ithraunjt-r.LFk 3.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 3.7. OWN-ER's responsibility in respect of certain utWections, tests and approvals is set 'forth in Paragraph 13,4. 8.8. In connection with OWNER's right to stop Work or suspend Work, sec paragraphs 13.10 and 15.1. Paragraph 15.2 deals with O NI ER's right to terminate services of CONE RACTOR under certain circumstances. 8.9. The OWNER shall not supervise; direct or have control or authority over, nor be responsible for. CON'rRACr0R's means, methods, techniques, sequences or procedures of construction or the satety Precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. OWNER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9 0 QWNS s re-min-Fespee� Asbestos, ifivaFdous Waste a Radioaetive-b{alzrials-eateoverad-oFtavennlrel-et the site seHforth ia panigiaph 14- S 1-1. fluff" atrangaments-Maya—lxrn—made—to—satisfy-4Ue'i`IECL-'s Zu responsibility-ut-r Vest-tthereof-w-ill-be-asset-forth-in-the Supplementary Condition. ARTICLE 9-ENGMi ER'S STATUS DURUNG CONSTRUCTION OIKNT-Ws Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. '[he duties and responsibilities and the limitations of authority of ENGINEER as OWNER's representative during construction are set forth in the Contract Documents and shall not be extended without written consent of OWNER and ENG P PEER 1•Isin to Site: 9.2. ENGNEER will make visits to the site at intervals appropriate to thevarious stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress WCDC GENEtLiL CONDITIONS 19105 (1990 Edtimj w/ (71TY OF FORT COLLIM d10DIFICATIONS (RE.V10000) that has been made and the quality of the.various.aspects of CONTR4CTOR's executed Work_ Based on information obtained during such visits and observations. ENGINEER will endeavor for the benefit of OWNER to determine, in general, if the Work is proceeding in accordance with the Contract Documents ENI GNI EER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGLNEER's efforts will be directed toward providing for OWNER a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits and on - site observations, ENGINEER will keep OWNER informed of the progress of the Work and will endeavor to guard OWNER against defective Work. ENGM.ER's visits and on -site observations arc subject to all the limitations on ENGINEER's authority and responsibility set forth in pamgmph 9.13, and particularly, but without limitation during or as a result of ENGINEFR's on -site visits or observations of CONfR-4CfOR's Work FNi GENEER will not supervise, direst, control or have authority over or be responsible for CONrRAC7FOR's means, methods, techniques, sequences or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. Project Representative: 9.3. If OWNER and F,'NGINFER agree, ENGINEER will furnish a Resident Project Representative to assist FNGWEER in providing more continuous observation of the Work. The responsibilities and authority and limitations thereon of any such Resident Project Representative and assistants will be as provided in pamgmphs 9.3 and 9.13 . Rd in the .n nary Conditions of these General Conditions. If OWNER designates another representative or agent to represent OWNER at the site who is not ENGINEER'S Consultant, agent or employee, the responsibilities and authority and limitations thereon of such other person will be as provided in he_ - ... -- .GOn—ldhMs W-uMph 9.3 931 'rhe Representative's dealings in matters pertaining to the on -site work will, in geneml, be with the ENGUEER and CONTRACTOR But the .Representative will keep the OWNER properly advised about such matters. The Representative's dealings with subcontractors will only be through or with the full knowledge and approval of the CON'rR4CTOR 9.3.2. Duties and Responsibilities. Reoresrntativc wif - 9..i.2.1.Schedules Review the progress 19. Unit Price [tem: Evergreen Tree-6' Height 1. Description: 6' evergreen tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Evergreen Tree-8' Height I. Description: 8' evergreen tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Evergreen Tree-10' Height 1. Description: 10' evergreen tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Deciduous Canopy Tree-#5 Container I. Description: #5 container deciduous canopy tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Deciduous Canopy Tree- i"Caliper 3. Description: One inch caliper deciduous canopy tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 4. Unit of Measurement: Each Unit Price Item: Deciduous Canopy Tree-1.5" Caliper 5. Description: One and one half inch caliper deciduous canopy tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 6. Unit of Measurement: Each Unit Price [tem: Deciduous Canopy Tree-2" Caliper 1. Description: Two inch caliper deciduous canopy tree, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Deciduous Shrub-#t Container 1. Description: One gallon container deciduous shrub, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 21 schedule and other schedules prepared by the CONTRACTOR and consult with the FVi GLNEER concerning acceptability. 9.3-2.2. Conferences and [vfmting - Atten meeting with the CONTRACTOR such zm rp ceconsiruclon conferenoes, prop7ess meetings and other iob conferences and prepare and circulate copies of minutes of meetings. 9.3.2.3. Liaison 93.2-3-1. Serve m ENGINEER'S liaison pvith CONTRACTOR, working principally [trough CONTRACTOR'S superintmdem to assist the CONTRACTOR in understanding the Contract Do=nents. 93 2 3.2 Assist inobtaining from OWNER additional details or information when. requirecl for proper csccution of the Work. 93233. Advise the ENGINEER and CONTRACTOR of the oommencemcmt of anv Wort: requiring a Shop Dmwing_or sample submission if the submission has not bem approved by the NGINEER. 9 3 2 4 Review of Work. Rejection o" Defective Work Irtspcciions and'Tests - 9.3.2.4.1. Conduct on -site observations of the Work in progress to assist the E� 1G4�IEER in dctcnnining that the Work is proceeding in accordance with the Contract fkx-uments. 9.3 =.4.3. Accompanv visitingbrls ev ctom rooming pubhc or other agencies having jurisdiction over the ProiccL record the results of thew inwectiorm and report to the ENGINEER. 9.3-2.5. Interpretation of Contract Documents. Report to ENGINEER when clari[ivations and interpretations of the Contact DocumenLs are needed and tmnsmit to CONTRACTOR clarification and mtcmretauon of the Contmct Documents as issued by the L\IGDNEER 9.3.2.6. Mod ficatiorm. Consider and evaluate CONTRACTOR'S suggestions for EJCDC OENEP-A.L CONDITIONS 191M (1990 Editim) =� %VtaTYOFFORT COLLUN MODIFICATIONS(REV-112000) modification in Dmwincs of Specifications and report thew recommendations to ENGINEER. Accurately wmmpit to CONTRACTOR decisions issued by the SIG 4EER 9.3.2.7. Records, 9.3.2.8. Reports, 9 3 2 8 1 Fumish ENGINEER periodic reports ns required, of the prcgt_ s of the Work and of the CONTRACTOR'S compliance with the pwgje schedule and schedule of shop Dmwinn and samPI mi tals 93_2.s2_CRn-cult wit�LL'uCL[�GR_i4 advance of uhedulirb inaior tests, inspections or start of important phases of the Work 9318.3. Drift proposed Change Orders and Work Dvcctive Changes obtaining backup material from the CONTRACTOR "and recommend to ENGINEER Chance Orders, Work Directive Charges and field orders. -932.S.4. Report immediately to ENG[EER and OIINI M the occurrmoe of anv accident. 93 2.9. Pavment Requests. Review applications pxpvancnt with CONTRACTOR for core Ip iance with the es abIi e.1 d procedure for their submission and forward with recommendation to ENGINEER, notira, Particularly the relationship of the payment requested to the chedule wort completed and materials and ffigllent delivered at the site but not incoroorated m the Work. 9.3.2.10. Completion. 9.3 2.10.1. More ENCLNEER issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items rcuuirim correction or completion 9.3 2.10.2. Conduct final inspection in the oomponv of the ENGINEER OWNER and CONTRACTOR and rt(_eltare a final list of items to be corrected or completed. 9.3.2,10.3. Observe that all items on the linal.list have been corrected or completed and make recommendations to ENG11YEER concerning necemnnce 9.3.3. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize anv deviations from the Contract Documents or accept any substitute materials or equlioment, unless authorized bY�t ENGINEER 9.3.32. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents. 9.33.3. Undertake any of the responsibilities of the CONTRACTOR. Subcontractors. or CONTRACTOR'S superintendent. 9 3 3 4. Advise on or issue directions relative to or assume control over anv aspect of the me_arts, methoA technique& sequences or procedures for consru(tim unless such is specifically called for in the Contract Documents. 9.3.3.5. Advise on or issue directions regarding or assume control gyer safety_ precautions and programs in connections with the Work 9.3.3.6. Accept Shop Drawinu or sample submittals from anvone other than the CONTRACTOR 93.3.7. Authorize OWNER to occupy the Work in whole or in mart. 9.3.3.8. Participate in specialized field or labomtury tests or inspections conducted by others tocept as specifically authorized by the ENGINEER Ctarifreations and Interpretations: 9.4. ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EXEC GEI OUL CONDMONS 1910-8 (19" Edtimj wr CITY OF FORT COLLINS \IODIFICATIO.N'S (REV-1rt000) requirements of the Contract Documents (in the forth of Drawings or otherwise) as ENGMTEEt may determine necessary, which shall be consistent with the intent of and reasonably inferable from the Contract Documents.. Such written clarifications and interpretations will be binding on OWNER and CONTRACTOR. If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Contract Times and the parties are unable to agree to the amount or extcnt thacoC if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article I I or Article 12. .4uthori ed Variations in [fork: 9.5. ENGINEER may ,authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contact Documents. These may be accomplished byn'Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved Promptly. IFOWNER or CONTRACTOR believes that a Field Orderjustilics an adjustment in the Contract Price or the Contract Times and the parties are unable to agree as to the amount or extent thereof, OWNER or, CONTRACTOR may make a written claim therefor as provided m Article I I or 12. Rejecting Defective Work 9.6. FNGINF.FR will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will not produce a completed Project that conforms to the Contract Dncumcnts or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER will also have authority to require special inspection or testing of the Work as provided in paragraph 13 9, whether or not the Work is fabricated, 'installed or completed Shop Drawings, Change Orders andPavments: 9.7. In connection with ENGII ER's authority as to Shop Drawings anti Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGMER's authority as to Change Orders, see Articles 10. 1 I; and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. Determinations for Unit Prices 9.10. ENGINEER will determine the actual quantities and classifications of Unit Price Workperformed by CONTRACTOR. EtNGNNEER will review with CONTRACTOR the ENGINF.ER's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application 21 for Payment or otherwise). ENGINEER's written decision thereon will be final and binding upon OWNER and CONTRACTOR unless, within ten days after the date of any such decision. either OWNER or CONTRACTOR deliver to the other and to ENGINEER written notice of intention to appeal from ENGLVEER's decision and: (i) an appeal from ENGINEERS decision is taken within the time limits and in accordance with the procedures set forth in Exhibit GC -A, "Dispute Resolution Agreement', entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to ENGEEER's decision, unless otherwise agreed in writing by OWNER and CONTRACTOR Such appeal will not be subject to the procedures of paragraph 9.11. Decisions on DLvpures.• 9.11. ENGINEER will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. Claims, disputes and other mans relating to the acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the performance and furnishing of the Work and claims under Articles I I and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to F,NGWIRER in writing with a request for a formal decision in accordance with this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the claimant to ENG rNEER and the other party to the Ageemhcnt promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting dam will be submitted to ENGINEER and the other party within sixty days after the start of such occurrence or event unless ENGINEER allows an additional period of time for the submission of additional or more accurate data in support of such claim, dispute or other matter. The opposing pain shall submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a formal decision in writing within thirty days after receipt of the. opposing parry's submittal, if any. in accordance with this p<uagaph. ENGINEER's written decision on such claim,. dispute or other matter will be final and binding upon OWNER and CONTRACTOR unless: (i) an appeal from LNGI NEER's decision is taken within the time limits and in accordance with the procedures set , forth in EXHIBIT GC -A. "Dispute Resolution Agreement', entered into between OWNER an([ CONTRACTOR pursuant to Article 16. or (i) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGfNEER's written decision is delivered by OWNER or CONTRACTOR to the other and to UNGLNEER within thirty clays after the date of such decision and a formal proceeding is instituted by the appealing party in a forum of competent jurisdiction to exercise such rights or remedies as the appealing party may have with respect to such claim, dispute or other matter in accordance with applicable Laws and Regulations within si\ty days of the date of such EJCDC GEN'aAL CONDITIONS 1910E (1990 Edtim) 22 w/CITY OF FORT COLLINSMODIFICATIONS(REV4r000) decision. unless otherwise agreed in writing by OWNER and CONTRACTOR 9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, ENGINEER will not show partiality to.OWNER or CONTRACTOR and will not be it able in connection with any interpreta6cri or decision rendered in good faith in such capacity. The rendering of a decision by ENGINEER pursuant to paragraphs 9.10 or 9.11 with respect to any such claim, dispute or other matter (except any which have been waived by the making or acceptance of final. payment as provided in paragraph 14.15) will be a condition precedent to any exercise by OWNER or CONTRACTOR of such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any such claim, dispute or other matterpurwenE-tePisk I6. 9.13. Lbnirarions on LVGLYEER's Authority and Responsibilities• 9,13.1. Neither ENGINEER's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by ENGINEER in good faith either to exercise or not stercisc such authority or responsibility or the undertaking, xercise or performance of any authority or rsponsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier; any other person or organantion„or to any surety for or employee or agent of any of them. 9.132. &VGLNEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR's means, methods, techniques, sequences or praxdhres of construction, or the safety precautions and programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance of the Work. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work N accordance with the Contract Documents. 9.13.3. E NGLNEER will not be responsible for the acts or omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other person or organization performing or furnishing any of the Work. 9.13.4. ENGLNEER's review of the final Application for Payment. and accompanying documentation and all maintenance and operating instructions. schedules, guarantees, Bonds and certificates of inspection. tests and approvals and other documentation required to be delivered by paragraph 14.12 wit[ only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests and approvals that the results certified indicate compliance with, the Contract Documents. 9.13-5. The limitations upon authority and responsibility set forth in this paragraph 9.13 sfi:tll also apply to ENGINEER's Consultants, Resident Project. Representative and assistants. ARTICLE 10—CHANCES IN THE WORK 10.1. Without invalidating the Agreement and without notice to any surety, OWNER may, at any time or from time to time, order additions, deletion's or revisions in the Work. Such additions, deletions or revisionswill be authorized by a Written Amendment a Change Order, or a Work Change Directive. Upon receipt of any .such document CONTRACTOR shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). 10.2. If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an' adjustment in the Contract Prim or an adjustment of the Contract Times that should be allowed as a result of a Work Change Directive, a claim may be made therefor as provided in Article I I or Article 12. 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Tunes with respect to any Work performed that is not required by the Contract Documents as amended, modified and supplemented as provided in paragraphs 3.5 and 3.6, except in the case of an emergency as provided in paragraph 6.23 or in the rase of uncovering Work as provided in paragraph 13.9. 10.4. OWNER and CONTRACTOR shall execute appropriate, Change Orders recommended by ENGINEER (or Written Amendments) covering: 10.4.1. changes in the Work which are (i) ordered by OWNER pursuant to paragraph 10.1, (ii) required because of acceptance of defective Work under paragraph 13.13 or correcting defective Work under pamgmph 13.14, or (iu) agreed to by the parties; 10.4.1 changes in the Contract Price or Contract Times which are agroed to by the parties;and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of any written decision tendered by ENGINEER pursuant to paragraph 9.1 1; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appptraaI CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.=. If notice of any change affecting the general scope of the Work or the provisiore of the Contract Documents EICDC GENERAL CONDITIONS 1910-9 (1990 Edtim) rvtaTY OF FORT COLLII MODIFICATIONS(REV 4-000) (including, but hot limited to. Contract Price or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the amount of each applicable Bond will be adjusted accordingly. ARTICLE n-CHA\GE OF COirTRAC'r PRICE 11.1. The Contract Prim constitutes the total compensation (subject to authorized adjustments) payable. to CONTRACTOR for performing the Work. All duties, responsibilities and obligations assigned to or undertaken by CONTRACTOR shall be at CONTRACTOR's expense without change in the Contract Nice. 11.2. The Contract Price may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Price shall be based on written notice delivered by the party making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise to the claim and stating the general nature of the claim. Notice of the amount of the claim %kith supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows addidorctl time for claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by claimant's written statement that the adjustment claimed covers all known amounts to which the claimant is entitled as a result of said occurrence or event All claims for adjustment in the Contract Price shall be determined by ENGWEER in accordance with paragaph 9.1 l if OWNER and CONTRACTOR cannot otherwise agree on the amount involved. No claim for an adjustment in the Contract Price will be valid if not submitted in accordance with this paragntph 1 t 2. 11.3. The value of emv Work covered by a Change Order or of any claim for an adjustment in the Contract Rice will be determined as follows: l 1.3.1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of 23 paragraphs 11.9.1 through 11.9.3. inclusive): 11.3.2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed payment basis, including lump sum (which may include an allowance for overhead and profit not necessarily in accordance with paragraph 11.6.2): 11.3.3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump stun is not reached under paragraph 11.3.2, on the basis of the Cost of the Work (determined as provided in paragraphs 11.4 and 11.5) plus a CONTRACTOR's fee for overhead and profit (determined as provided in paragraph 11.6). Cost of Ore Nark• 11.4. The tens Cost of the Work means the sum of all costs necessarily incurred and paid by CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by OWNER such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall include only the following items and shall not include any of the costs itemiad in paragraph 115: IIA1.Payroll costs for employees in the direct employ of CONTRACTOR in the performance of the Work under schedules of job classthcations agreed upon by OWNER and CONTRACTOR_ Such employees shall include without limitation superintendents, foremen and other personnel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of tla:ir time spent on the Work Payroll costs shall include -but -not be limited for salaries and wages plus the cost of fringe benefits which shall include social security contributions,. unemployment, excise and payroll taxes, workers' compemation, health and -retirement benefits -bonuses; applicable thereto. The eVenso-s of performing tVork after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 11.4.1 Cost of all materials and equipment furnished and incorporated in the Work including costs of transportation and storage thereof. and Suppliers' field, services required in connecuon therewith All cash discounts shall accrue to CONTRACTOR unless OWNER deposits funds with CONTRACTOR with which to make payments, in which case the cash discounts shall accrue to OWNER. Al trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to OWNER and CONTRACTOR shall make provisions so that they may be obtained. 11.4.3. Payments made by CONTRACTOR to the Subcontractors for Work performed or furnished by Subcontractors. If required by OWNER, EJCDC GE-NMAL CONDITIONS 191M (1990 Edttim) =4 wf CITY OF FORT COLLINS MODIFICATIONS (REV 4,7000) CONTRACTOR shall obtain competitive bids from Subcontractors acceptable to OWNER and CONTRACTOR and shall deliver such bids to OWNER who will then determine, with the advice of ENG .VEER which bids, if any, will be accepted. If any.subcontract provides,that the Subcontractor isto be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as COMRACTOR's Cost of the Work and fee as provided in paragraphs l 1.4, 11.5, 11.6 and 11.7. All subcontracts shall be subject to the other provisions of the Contract Documents insofar as applicable. 11.4.4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work. 11.4.5. Supplemental costs including the fullowing. 11 A.5.1. The proportion of necessary transportation, travel and subsistence expenses of CONTRACTOR's employees incurred in discharge of duties connected with the Work. 11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office and temporary facilities at the site and hand tools not owned by the workers, which arc consumed in the performance of the Work, and cost loss market value of such items used but not consumed which remain the property of CONTRACTOR 11.4,5.3. Remals of all construction equipment and machinery and the parts thereof whether rented from CONTRACTOR or others in accordance with rental agreements approved by OWNER with the advice of ENGINEER, and the costs of transfo nation, loading, unloading installatiorL dismantling and removal thereof —all in accordance with terms of said rental agreements. The rental of any such equipment, machinery or parts shall cease when the use thereof is no longer necessary for the Work. 11.45.4. Sales, consumer, use or similar tares related to the Work and for which CONTRACTOR is liable, imposed by Laws and Regulations. 11.4.5.5. Deposits lost for causes other than negligence of CONTRACTOR, any Subcontractor or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. 11A.5.6. Losses and damages (and related c%pertses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the perfoimana and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.91 provided they have resulted from causes other than the nagltgence of CONTRACTOR, any Subcontractor; or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWi`TER No such losses, damages and expenses shall.be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. IC howevcr, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereoC CONTRACTOR shall be paid for services a fee proportionate to that stated in paragraph 11.6.2. 11.4.5.7, The cast of utifitics; fuel and .sanitary facilities at the site. 11.4 M- Minor expenses such as telegrams, long distance telephone calls, telephone service at the site, expressage and similar petty cash items in connection with the Work. 11.4.5.9. Cost of premiums For additional Bonds and insurance required because of changes in the Work. 115. The tern Cost of the Work shall not include any of the following: 11.5.1. PayToll costs and other compensation of CONTRACTOR's officers, executives, principals (of partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys. auditors, accountants, purchasing and contracting agents, cxpcditers, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CON TR4CTOR's principal or a branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in paragraph 11.4.1 or specifically covered by paragraph 11.4A—all of which are to be considered administrative costs covered by the CONTR•\CTORk fee. I LS2. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part of CONTRACTM; capital expenses, including interest on CONTRACTOR'S capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bondsand for all insurance whether or not CONTRACTOR is required by the Contract Documents to purchase and maintain the same (except for the cost of premiums covered by subparagraph 11.4.5.9 above). EXDC GENERAL. CONDITIONS 1910E (1990 EStim) W/ CITY OF FORT COLLU S MODIFICATIONS (REV 412000) 11.5.5. Costs due to the negligence of CONTRACTOR any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work. disposal of materials or equipment wrongly supplied aril making goal any damage to property. 11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.6. The, CONTRACTOR's fee allowed to CONTRACTOR for overhead and profit shall be determined as follows: 11.6.1. a mutually acceptable fined fec; or 11.6.2. if a fixed fee is not agreed upon, then a tee based on the following percentages of the. various portions of the Cost of the Work: 11.6.2.1. for casts incurred under pamgmphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall he fifteen percent; 11.6.2.2. for costs incurred under paragraph 11.4.3, the CONTRACTORSs fee shall be five percent. 11.6.2.3. where one or more tiers of subcontraccs arc on the basis of Cost of the Work plus a tee and no fixed fee is agreed upon, the intent of paragraphs 11.4.1, 11.4.2, 11.4.3 and 11.6.2 is that the. Subcontractor who actually performs or furnishes the Work, at whatever tier, will be paid a fee of fifteen percent of the costs incurred by such Subcontractor under paragraphs 114.1 and 114.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid afee-of tiro percent o€ the amotrnFpaid to thrrtext-lowertier-Subeenmmtor to be ne og tiatcd in • fait}ywith the OWNER but not to exceed tiro tx;rcent of the amount paid to the next tower tier Subcontractor. 11.6.2.4. no fee shall be payable -on the basis of costs itemized trader paragraphs 1 I.4A. 11.4.5 and l 1.5; 11.6.25. the amount of eTedit to be allowed by CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in CONi'RACTOR's fee by tin amount equal to five percent of such net decrease; and 11.61.6. when both additions and credits are involved in any one chinge. the adjustment in CO_NTRACTOWs fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1 through 11.6.2.5, inclusive. 1 L7. Whenever the cast of any Work is to be 25 determined pursuant to paragraphs 11.4 and 115. CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an itemized coat breakdown together with supporting data.. Cash Allowances: 11.3. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be furnished and performed for such sums as may be acceptable to OWNER and ENGNEER CONTRACTOR agrees that: 11.8.1. the allowances include the cost to CONTRACTOR (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the site, and all applicable taxes; and 11.8.2. CONTRACTOR's costs for unloading and handling on the site, labor, installation costs, overhead, profit and other expenses contemplated for the allowances have been included in the Contract Nice and not in the allowances and no demand for additional payment an account of any of the foregoing will be valid. Prior to final payment, an appropriate Change Order will be issued as recommended by ENGINEER to reflect actual amounts due CONTRACTOR on account of Work covered by allowances, and the Contract Prim shall be correspondingly adjusted. 11.9. Unit Price Work- 1 1.9.1. Were the Contract Documents provide that all .or part of the Work is to be Unit Price Work initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the established unit prices for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Detennirmtions of the actual quantities and classifications of Unit Price Work performed by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 11.9.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTORS overhead arced profit for each separately identified item. 11.9.3.ORNER or CONTRACTOR may make a claim for an adjustment in the Contract Nice in - aceordance with Article t l if: 11.9.3.1. the quantity of any item of Unit Price Work performed by CONTRACTOR differs materially and signiLcanlly from the estimated quantity of such item indicated in the Agreemem; E)CDC Ot: Et.w. CONDI'nOh1S 1910.8 (1990 E(fitim) 76 w/Cl FY OF FORT COLLI?3AIODIFICA'rIOYs(REv.i200o) and 11.9.3.2. there is no corresponding adjustment with respect to any other item of Work; and 11.9.3.3. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in Contract Price as a result of having incurred additional expense or OWNER believes that OWNER is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. 11 9 3 4 CONTRACTOR acknowledges that the OWNER has the right to add or delete items in the Bid or change quantities at OWNER'S sole discrction without affecting the Contract Price of am• remaining item so long as the delctian or addition does not exceed twenty -live percent of the original total Contract Price. ART IC LE 12—CHAINGF, OF CONTRACT TI.M FS 12.1. The Contract Timms (or Mihstones) may only be changed by a Change Order or a Written Amendment. Any claim for an adjustment of the Contract Times (or Milestoncs) shall be based on written notice delivered by the patty making the claim to the other party and to ENGINEER promptly (but in no event later than thirty days) after the occurrence of the event giving rise to the claim and stating the general nature of the claim. Notice of the extent of the claim with supporting data shall be delivered within sixty days after such occurrence (unless ENGINEER allows additional time to ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant has reason to believe it is entitled as a result of the occurrence of said event. All claims for adjustment in the Contract Times (or Ivhlestones) shall be determined by ENGINEER in accordance with pargrph9.11 if OWNER and CONTRACTOR cannot otherwise agree. No claim for an adjustment in the Contract Times (or Milestones) will be valid if not submitted in accordance with the requirements of this pamgmph 111. 12.2. All time limits stated in the Contract Documents are of the essence of the agreement. 12.3. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or \;Glesiones) date to delay beyond the control of CONTRACTOR, the Contract Times (or Milestones) will be extended in an amount equal to time lost due to such delay if a claim is made therefor as provided in paragraph 12.1. Delays beyond the control of CONTRACTOR shall include, but not be limited to, acts or neglect by OWNER acts or neglect of utility owners or other contractors performing other woo: as contemplated by Article 7. face, floods, epidemics, abnormal weather conditions or acts of God. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of CONTRACTOR 12.4. Where CONTRACTOR is prevented from completing any part of the Work within the Contract Times (or Milestones) due to delay beyond the control of both OWNER and CONTRACTOR an extension of the Contract Times (or Nlestones) in an amount equal to the time lost due to such delay shall be CONTIZACTOR's sole .and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR any Subcontractor, any. Supplier, any other person or organisation or to any surety for or employee or agent of any of them; for damages arising out of or resulting from (i) delays caused by or within the control of the CONTRACTOR, or (ii) delays beyond the control of both parties including, but not limited to, Gres. Goods, epidemics: abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors perform ing other work as contemplated by Article 7. ARTICLE I3—TESTS .AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DFFF.C.TI PF WORT: 13.1. Notice ofDefects: Prompt notice of all defective Work of which OWNER or ENGINEFR have actual knowledge will be given to CONTRAACTM All defective Work may be rejected, corrected or accepted as provided in this .Article 13. Access to Mork: 13.2. OWNER L"NGINEER ENGNEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at reasonable —times for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such. access and advise them of CONTIL\CTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and lnspectionv 13.3. CONTRACTOR shall give 1TIGINEER timely notice of readiness of the Work for all required inspections, tests or approvals, and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. 13.4. OWNER shall employ and pity for the services or an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 13.4.1. for inspections, tests or approvals covered by paragraph 13.5 below, 13.4.2. that costs incurred in connection with tests or inspections conducted pursuant to paragraph 13.9 EJCDC GENER.iL CONDITIONS 1910-8 (1990 Editim) W/ CITY OF FORT COLLINS MODIFICATIONS (REV -62000) below shall be paid as provided in said paragraph 13.9; and 13.43. as otherwise specifically provided in the Contract Documents 13.5. II Laws or Regulations of any public body having jurisdiction require any Work (or part thereof) specifically to be inspected, tested or approved by an employee or other representative of such public body. CONTRLACI'OR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection thereivith, and furnish ENGNEER the required certificates of inspection or approval. CONTRACTOR shall also be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests or approvals required for OWNER's and ENI GINEER's.acceptance of materials or equipment to be incorporated in the Wort:, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTORs purchase thereof for incorporation in the Word:. 13.6 If any Work (or the work of others) that is to be inspected, tested or approved is covered by CONTRACTOR \without written concurrence oC ENGINEER, it must, if requested by ENGNEER, be uncovered for observation. 13.7. Uncovering Work as provided in paragraph 13.6 shall be at CON'TP AC'rOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTPACTOR's intention to cover the scone and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered comrary to the written request of ENGNEER it must, it` requested by ENGINEER be uncovered for ENGLNEI Rs observation and replaced at CONTRACTORS expense 13.9. If FNGNF,ER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected or tested by others, CONTRACTOR at ENGNL•ER's request shall uncover, expose or otherwise make available for observation, inspection or testing as ENGNEER may require, that portion of the Work in question furnishing all necessary Libor, material and equipment If it is found that such Work is defective. CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising cut of or resulting Crum such uncovering, exposure, observation, inspection aril testing :tad of satisfactory replacement or reconstruction, (including butnot limited to all costs of repair or replacement. of work of others); arid OWNER shall be entitled to an appropriate decrease in the Contract Price, and if the parties are mable to ugree as to the amount thcreoC may make a claim therefor as provided in Aiicle 11. If. however, such Work is not found to be < ,f,ctive, CON"TRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or NGlestones), or both, directly attributable to such 27 uncovering, exposure, observation, inspection. testing, replacement and reconstruction; ante, if the parties are unable to agree as to the amount or extent thereof. CONTRACTOR may make a claim therefor as provided in Articles I I and 12. 0WiNER May Stopthe Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fads to furnish or perform the Work in such a way that the completed Work will conform to the Contract Documents, OWNER may order CONTRACTOR to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the benelil of CONTRACTOR orany surcry or other party. Correcrion orRemmul ofDefecnve Work- 13.11. If required by ENGINEFR, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed or, if the Work has teen rejected by FNGI NF.ER, remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all claims, costs, losses and damages caused by or resulting from such correction or removal (including but not limited to all costs of repair or replacement of work of others). 13.12. Correction Period- 13.12.1. If within one yea e two years after the date of Substantial Completion or such longer period of timers may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions: (i) correct such Dffctive Work, or, if it has been rejected by OWNER remove it from the site and. replace it with Work that is not defective, and (ii) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTR ACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage. OWNTER may have the dkfeetive Work corrected or the rejected Work removed and replaced and all claims, costs, losses and damages caused by or resulting from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR 13.132.In special circumstances wherea particular item of equipment is placed in continuous service before Substantial Completion of all the Work the correction period for that item may start to run from an earlier date if so provided in the Specifications or by Written Amendment 13.12.3. Where defective Work (and damage to other EICDC OE.NTP--U. CONDITIO`S 1910 9 (1990 Edtirn) 28 w/ CITY OF FORT 0DLLINSMODIFICATIONS(REVJ[3000) Work resulting therefrom) has been corrected removed or replaced under this paraggaph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of eae--ynar two vears after such correction or removal and replacement has been satisfactorily completed Acceptance of Defective Work: 13.13. IL instead of requiring correction or removal and replacement of defective Work 0"WER (and prior to ENGINEER's recommendation of final payment, also ENGINEER) prefers to accept it, OWNER may do so. CONTRACTOR shall pay all.claims, costs, losses and damages attributable to OIWi F,R's evaluation of and determination to accept such defective Work (.such costs to be approved by ENGINEER as to reasonableness). If any such acceptance occurs prior to l IGINEER's recommendation of fuel payment, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work: •and OWNER shall be entitled to an appropriate decrease in the Contract Price, and if the parties are unable to agree as to the amount thereof, OWNER may make claim therefor as provided in Article 11. If the acceptance occurs after such recommendation, an appropriate amount will be paid by CONTRACTOR to OWNER. OWNER Mqp Correct Defective Work: 13.14, If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct d fective Work or to remove and replace rejected Work as required by ENGINEER in accordance with paragraph 13.11, or if CONTRACTOR fails to perform the Work in accordance with the Contract Documents, or if CONTRACTOR fails to comply with any other provision of the Contract Documents, OWNER may, after seven days' written notice to CONTRACTOR, correct and remedy say such deficiency. In exercising the rights and remedies under this paragraph OWNER shall proceed expeditiously. In connection with such corrective and remedial action. OWNER may exclude CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend CONTRACTOR's services related thereto, take possession of CONTRACTOR's tools, appliances• construction equipment and machinery at the site and incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER OWNER's representatives, agents and employees, OWNER's other contractors and ENGINEER and ExNGINRER•s Consultants access to the site to enable OWNER to exercise the rithts and remediestmder this pxamtgaph. All claims; costs, losses and damages incurred or sustained by OWeRER in exercising such rights and remedies will be charged against CONTRACTOR and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respell to the Work: and OWNER shall be entitled to an appropriate decrease in the Contract Price, and if the parties are unable to agree as to the amount thereof. OWNER may make a claim therefor as provided in Article 11. Such claims, casts, losses and damages will include but not be limited to all costs of repair or replacement of work of others destroyed or damaged by correction removal or replacement of CONTRACTOR's defective Work. CONTRACTOR shall not be allowed an extension of the Contract Tunes (or Milestones) because of any delay in performance of the. Work attributable to the exercise by OWNER of OWNERS rights and remedies hereunder. ARTICLE 14—PAY\(ENTS TO CONTRACTOR AND COMPLETION Schedule of l4alues.• 14.1, The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and [sill be incorporated into a form of Application for Payment acceptable to ENGINEER. Progress payments on account of Unit Price Work will be based on the number of units completed. Application for Progress Payment: 14.2. At least twenty days before the date established for each progress payment (but not more often than once a month), CONTRACTOR shall submit to DIGM-ER for review an Application for Payment filled out and signed by CONfRACTOR covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice or other documentation warranting that OWNER has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance and other arrangements to protect OWNER's interest therein. all of which will be satisfactory to OIWi'ER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Anv funds that are withheld by the OWNER shall not be subject to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custodianship. 13y executirasjhe application for p)avment form the CONTRACTOR expressiv waives his right to the benefits of Colorado Revised Statutes, Section 24-91.101. et sou. CONT&ICTOR's FL'arranty of Tide: 14.3. CONTRACTOR warrants and guarantees that title to all Work materials and equipment covered by any Application for Payment, whether incorporated in the Project or not, wilt pass to OWNER no later than the time of payment free and clear of all Liens. Review of.4pplications for Progress Payment 14.4. ENG11,11MR will within ten days alter receipt of each Application for .Payment, either indicate in writing n EJCDC GENERA. CONDITIONS 19103 (1990 Edlim) car MY OF. FORT COLLINS MODIFICATIONS (REV •10000) recommendation of payment and present the Application to 0"'NER, or return the Application to CONTRACTOR indicating in writing ENGINEER's rcasons for refusing to recommend payment- in the latter case, CONTRACTOR may. make the necessary coneeticns and resubmit the Application. Ten days after presentation of the Application for Payment to OWNER with ENGINEER's recommendation, the amount recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due will be paid by OWNER to CONTRACTOR 14.5. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute a representation by ENG[NEER to OWNER, based on ENGINEER's on -site observations of the executed Work as an experienced and qualified design professional and on ENGINEER's review of the Application for Payment and the accompanying data and schedules, that to the best of ENG INFER's knowledge, information and belief: 14.5.1. the Work has progressed to the point indicated 145.2. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whops prior to or upon Substantial Completion, to the results of any subsequent tests called for in the Contract Documents, to a final determination of quantities and classifications for Unit Price Work under paragraph 9.10, and to any other qualifications stated in the recommendation), and 14.5.3. the conditions precedent to CONTRACTOR's being entitled to such payment appear to Have been fulfilled insofar as it is ENGINEER's responsibility to observe the Work. However, by recommending. any such payment ENGINEER will not thereby be deemed to have represented that: (i) exhaustive or continuous on -site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities specifically assigned to ENGINEER in the Contract Documents or (ii) that there may not be other matters or issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or entitle OWNER to withhold payment to CONTRACTOR 14.6. ENGENEER's recommendation of any payment, including final payment. shall not mean that ENGINEER is responsible for CONTRACTOR's means; methods, techniques, sequences or procedures of construction, or the safety precautions and proirams incident thereto, or for any (ailure of CONTRACTOR to comply with Laws and Reputations applicable to the fumishine or performaince of Work, or for any failure of CONTRACTOR to perform or furnish Work in accordance with the Contract Documents. 14.7. ENGINEER may refuse to recommend the whole or any part of any payment if. in ENiGNEERs opinion it would be incorrect to make the representations to 29. 2. Unit of Measurement: Each Unit Price Item: Deciduous Shrub-#5 Container 1. Description: Five gallon container deciduous shrub, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Evergreen Shrub -#I Container 1. Description: One gallon container evergreen shrub, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Evergreen Shrub-#5 Container 1. Description: Five gallon container evergreen shrub, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Perennial-4" Pot I. Description: 4-inch container perennial, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Perennial-#1 Container 1. Description: One gallon perennial, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Ornamental Grass-#1 Container 1. Description: One gallon ornamental grass, including transportation, excavation, planting soil, soil amendments, fertilizer, mulch, subgrade removal, installation in place, and incidental efforts and materials required for complete finished installation. Does not include irrigation system work. 2. Unit of Measurement: Each Unit Price Item: Crusher Fines I. Description: Crusher fines installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Weed Barrier I. Description: Weed barrier installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot SECTION 01270 - UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 22 OWNER referred to in pamgmph 14.5. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of subsequent inspections or tests, nullify any such payment previously recommended to such extent as may be necessary in ENGINEER's opinion to protect OWNER from loss because: 14.7.1. the Work is defective, or completed Work has been damaged requiring correction or replacement, 14.7.2. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct &,fective Work or complete Work in accordance with paragraph 13.14, or 14.7.4. ENGINEER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 15.2.1 duough 1 2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.75. claims have been made against OWNER on account of CONTRACTOWs performance or furnishing of the Work, 14.7.6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered n. specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Licns, 14.7.7. there are other items entitling OWNER ton set. off against the amount recommended or 14.7.8. OWNER has actual knowledge of the occurrence of anv of the events enumerated in paragraphs 14.7.1 through 14.7.3 or pamgmphts 15.2.1 through 15.2.4 inclusive: but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay COM'R\CTOR the amount so withheld. or any adjustment thereto agreed to by OWNER and CONTRACTOR. when CONTRACTOR corrects to OWNER's satisfaction the reasons for such action. Substantial Completion: I4.8. When CONTRACTOR considers the entire Work ready for its intended use CONTRACTOR shall notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items specifically listed by CONTRACTOR as incomplete) and request that ENGINEER issue a certificate of Substantial Completion. Within a reasonable time thereafter, OWNER. CONTRACTOR and,E1i iG1NEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work subsstantially complete. ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER E1CDC GENULAL CONDITIONS 1910.8 (1990 ESti"O 3� W1 CITY OF FORT COLLINSMODIFICATIONS(RLV 42000) considers the Work substantially complete. ENGhNEER will prepare and deliver to OWNER a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion There shall be attached to the certificate a -'tentative list of items to be completed or corrected before final payment OWNER shall have seven days after receipt of the tentative certificate during which to make written objection to ENGINEER as to any provisions of the certificate or attached list.IC after considering such objections. ENGINEER concludes that the Work is not substantially complete. ENGINEER will within fourteen days Ater submission of the tentative certificate to OWNER notifyCONTRACTOR in writing, stating the reasons therefor. IL after consideration of OWNER's objectipns, ENGINEER considers the Work substantially complete; ENGINEER will within said fourteen days execute and deliver to OWNER and CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes.from the tentative certificate as ENGINEER behoves justified after consideration of any, objections from OWNER. At the time of delivery of the tentative certificate of Substantial Completion ENGINEER will deliver to OWNER and CONTRACTOR a written recommendation as to division of responsibilities pending final payment between OWNER.and CONTRACTOR with respect to security, operation, safety, maintenance, hem, utilities, insurance and warranties and guarantees. Unless OWNER and CON'rRA 'rOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENG[NEER's aforesaid recommendation will be binding on OWNER and CONTRACTOR until final payment 14.9. OWNER shall have the right to exclude CONTRACTOR from the Work after the date of Substantial Completion but OWNER shall allow CONTRACTOR rcasonable access to complete or correct items on the tentative lisL Partial Utilization: 14.10. Use by OWNER at O\4NER's option of any substantially completed part of the Work which: (i) has specifically been identified in the Contract Documents, or (ii) OWNER, ENGINEER and CONTRACTOR agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial Completion of all the Work subject to the following: 14.10.1.OWNER at any time may request CONTRACTOR in writing to permit OWNER to use any such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If CONTRACTOR agrees that such part of the Work is substantially complete. CONTRACTOR will certify to OWNER and ENG ,JEER that such part of the Workis substantially complete and request ENGLNEER to issue a certificate of Substantial Completion .for that part of the Work. CONTRACTOR at any time may notify OWNER and ENGINEE2 in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENG(\i IEf:R to issue a certificate of Substantial Completion for that part of the Work. Within a reasonable time after either such request, OWNER CONTRACTOR and ENGINEER shall make an inspection of that part of the Work to determine its status of completion If ENGINEER does not consider that part of the Work to be substantially complete, ENGINEER will notify OWNER and CONTRACTOR in writing giving the reasons therefor. If.ENGINEER considers that part of the Work to be substantially complete, the provisions of paragraphs 14.3 and 14.9 will apply with respect to certification of Substantial Completion of that part of the Work and the division of responsibility in respect thereof and access thereto. 14.10.2. No Occupancy or separate operation of part of the "fork will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Feral Inspection: 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is complete, ENGINEER will make a final inspection with OWNER and CONTRACTOR and will notify, CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or abfzctive. CONTRACTOR shall immediately take such measures as are necessary to complete such work or remedy such deficiencies. F7nat Ipp/ication for PaVnnenC 14,12. After CONTR:CTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, euarantetr, Bonds, certificates or other evidence of insurance required by paragraph 5.4. certificates of inspection, marked -up record documents (as provided in paragraph 6.19) and other documents, CONTRACTOR .may make application for final payment following the procedure for progress payments. The final Application for Payment shall be accompanied (except as previously delivered) by: (i)all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by subparaipaph5.4.13. (ii) corent of the surety, if any, to final payment, and (iii) complete and legally effectivereleases or waivers (satisfactory to OWNER) of all Liens arising out of or filed in connection with the Work In lieu of such releases or waivers of Liens and as approved by OWNER. CONTRACTOR may furnish receipts or releases in fill and affidavit of CON TRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (ii)all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWNER or OWNER's property might inany way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails EICDCGENERAL CONDITIO'S I910.4 (1990 Ettitimj u'! CITY OF FORT COLLI M MODIFICATIONS (REV •h2000) to furnish such a release or receipt in full. CONTRACTOR may furnish a Bond or other collateral satisfactory to OWNER to indemnify OWNER against any Lien. Releases or waivers of liens and the consent of the surety to finalize navinent are to be submitted on fortes conforming to the format of the OWNER'S standard forms bound in the Proiect manual. Final Payntent andAeceptance. 14.1'3. If, on the basis of ENGINEER's observation of the Work during construction and final inspection. and ENGINEER's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, ENGINEER is satisfied that the Work has been completed and CONTRACTOR's other obligations under the Contract Documents have been fulfilled. ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in writing ENGINEER's recommendation of payment and present the Application to OWNER for payment At the same time ENGINEER will also give written notice. to OWNER and CONTRACTOR that the Work is acceptable subject to the provisions of paragraph 14.15. Otherwise, ENGINEER will return the Application to CONTRACTOR, indicating in writing the masons for refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections and resubmit the Application Thirty days after presentation to OWNER of the Application and accompanying documentation, in appropriate form and substance and with EiNGINEER's recommendation and notice of acceptability, the amount recommended by ENGINEER will become due and will be paid by OWNER to CONTRACTOR subiect to paragraph 17.62 of these Qe ern on iti 14.14, If through no fault of CONTRACTOR final completion of the Work is significantly delaved and if ENGINEER so confirms, OWNER shalt upon receipt of CONTRACTOR's final Application for Payment and recommendation of ENGINEER, and without terminating the Agreement, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by OWNER for Work not fully completed or corrected is less than the rdairatge stipulated in the Agreement, and if Bonds have been furnished is required in paragraph 5.1. the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by CONTRACTOR to ENGINEER with the Application for such payment Such payment shall be made under the terms and conditions governing final payment except that it shall not constitute a waiver of clam& Waiver of Claims: 14.15. The making and acceptance of final paymcm.wll constitute: 14.15.1.a waiver of all claims by OWNER against CONTRACTOR except claims arising from unsettled Liens, from defective Work appearing after 31 final inspection pursuant to paragraph 14.11. from failure to comply with the.Contract Documentsorthe terms of any special guarantees specified therein. or From CONTRACTOR's continuing obligations under the Contact Documents, aril 14.15.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15-SUSPEINSION OF WORT: : IND TERMINATION OWNER .Ilay Su Wwd Work': 15.1. At any time and without cause. OWNER may suspend the Work or any portion thereof for a period of not more than ninety days by notice in writing to CONTRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the Work on the date so fixed CONTRACTOR shall be allowed an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles I I and 12. OWNERMay Terminate- 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTR:\CTOR persistently fails to perfom the Work in accordance with the Contract Documents (including, but riot limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph 2.9 as adjusted from time to time pursuant to paragraph 6.6); 13.2:2. if CONTRACTOR disregards Laws or Regulations of any public body having jurisdiction: 15.2.3. if CONTRACTOR disregards the authority of ENGINEER; or 15.2.4. if CONTRACTOR otherwise violates in any substantial way any provisions of the Contract Documents: OWNER mayalter giving CONTRACTOR (and the surety, if any) seven days' written notice and to the extent permitted by Laws and Regulations, terminate the services of CONTRACTOR exclude CONTRACTOR from the site and take possession of the Work and of all CONTRACTOR's tools; appliances, construction equipment and machinery at the site and use the same to the full extent they could be used by CONTRACTOR (without liability to CO\'TRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EJCDC GFWE(AL CONDITIO`5 19 tl1S (19911 Edtim) 32 a'l CITY OF FORT ODLLINSUODIFICATIONS (REV -SrOGO) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient. In such rase CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Pace exceeds all claims, costs. losses and damages sustained by OWNER arising out of or resulting from completing the Work such excess will be paid to CONTRACTOR If such claims, ousts, losses and damages exceed such unpaid balance. CONTRACTOR shall pay the difference to OWNER. Such claims, casts. losses and damages incurred by OWNER will be'teviewed by .ENGINEER asto their reasonableness and when so approved by ENGINEER incorporated in a Charge Order, provided that when exercising any rights or remedies under this paragraph OWNER shall not be required to obtain the lowest price* for the Work performed. 15.3. Where CONTRACTOR's services have been so terminated by OWNER the termination will. not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR from liability. 15.4. Upon seven days' written notice to CONTRACTOR and ENGINEER OWNER may, without cause and without prejudice to any other right or remedy of OWNER elect to terminate the Agreement. In such case, CONTRACTOR shall be paid (without duplication of any items): I5.4.1. for completed and acceptable Work executed inaccordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 15.4.2. for expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials or equipment as required by the Contract Documents in connection with uncompleted Wok plus fair and reasonable sums for overhead and profit on such expenses; 15.4.3. for all claims, costs, losses and damages incurred in settlement of terminated eontmcts'with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of lass of anticipated profits or revenue or other economic loss :rising out of or resulting from such termination CONTRACTOR May Stop. Work or Terminate. 155. K through no act or fault of CONTRACTOR the Work is suspended for a periodof more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to acton any Application for Payment within thirty days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any suns finally determined to be due, then CONTRACTOR may, upon seven days' written notice to OWNER and ENGINEER, and provided OWNER or ENGINEER do not remedy such suspension or failure within that time, termitmte the Agreement and recover from OWNER payment on the same terns as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days alter it is submitted, or OWNER has fadedfor thirty days to pay CONTRACTOR any sum finally determined to be due,. CONTRACTOR may upon seven days' written notice to OWNER and ENGINEER stop the Wort: until payment of all such amounts due CONTRACTOR including interest thereon 'rho provisions of this paragraph 15.5 are not intended to proclude CONTRACTOR from making claim under Articles 1 I and 12 for an increase in Contact Price or Contact Timcs or otherwise for expenses or damage directly attributable to CONTRACPOR's stopping Work as permitted by this paragraph. AR'1'ICLF: 16—DISPUTE: RFSOLUPION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may arise under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in ExhibitGC-A, "Dispute Resolution Agreement", to be attached hereto 'and made.a port hereof If no such agreement on the method and procedure for resolving such disputes has been reached and subject to the provisions of paragraphs 9.10, 9,11 and 9.12. OWNNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulationsin respect. of any dispute. ARTICLE 17—MISCELLANEOUS firing Notice: 17.1. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the individual or to a member of the firm, or to an ollioer of the corporation for whom it is intended or if delivered at or sent by registered or certified mail, postage prepaid to the last business address known to the giver of the notice. 17.2. Computation of Time: 17.2.1. When any period of time is relered to in the Contract Documents by days it will be computed to exclude the first and include the last day of such period If the last day of any such period falls on a .Saturday or Sunday or on a day made a legal holiday - by the law of the applicable jurisdiction, such day will be omitted from the computation. EXDCOE:NEF_XL CONDMONS 1910.8 (1990 Editim) w/ CI1Y OF FORT COLUNSMODIFICATIONS(REV IPOOO) 17.2.2. A calendar day of twenty-four hours measured from midnight to the nest midnight will constitute a clay. Notice ofClaim: 17.3. Should OWNER or CONTRACTOR suffer injury or damage to person or property because of any error, omission or act of the other party or of any of the other party's employees or agents or others for whose acts the other party is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance oC such injury or damage. The provisions of this paragraph 17.3 _shall not -be construed as a substitute for or a waiver of the provisions of any applicable statute of limitations or repose.Cunnuladve Remedies' 17.4. 'rho duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto, and, in particular but without limitation, the waranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 630, 6.31, 632, 13.1, 13.12. 13.1 1, 14.3 and 15.2 and all of the rights and remedies available to OWNER and ENGINEER thereunder: are in addition to, and are not to be construed in anyway as a limitation of, arw rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations by special warranty or guarantee or by other provisions of the Contract Documents, and the provisions of this paragraph will be as ettective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Projesvional Fees and Court Costy Included: 17.5. Whenever reference is made to "claims, costs, losses and damages", itshall include in each case, but not be limited to, all fees and charges of engineers, architects, attorneys and other professionals and all court or arbitration orother dispute resolution costs. 17 G. The laws of the State of Colorado appl [y o th s .9ereement. Reference to two pertinent Colorado statutes are as follows 17.6.1. Colorado Revised Statutes CRj S-17-U11) require that Colorado labor be emploved to perform the Work to the extent of not less than 30 percent (80%) of each type or class of labor in the seves! classifications of sl;illcd anti common labor employed on the proiect. Colorado labor means anv person who is a bona fide resident of the State of Colorado at the time of employmen4 without dixrimination as to race, color, creed, aue, rebuion or sex 17.6.2. If a claim is tiled OWNER is required by law (CRS 35-26-107) to withhold fromall pavanents to CONTRACTOR sufficient funds to insure the inyment of all claims for labor, materials, tuhm hire sustenance. provisions provender, or other supplies used or consumed by CONTRACTOR or his 33 EJCDC (iE\TJ -%L COMMNS 1910s p9,90 e(firim) 34. wl CITY OF FORT COLLINSUOOIFICATIO\S(REVVI 000) (This page left blank imendonally.) EKDCOENERAL CONDITIONS 1010-3 (1000 Ediior) 35 nY CITY OF FORT COLLINSMODIFICATIONS (REV 4C000) EJCDC OtvEtAL CONDITIONS 19 tns (1 "0 E(fiew) 36 %vl CITY OF FORT COLU?SNODIFICATIONS (REV 42000) EXHIBIT GC -A to General Conditions of the Construction Contract Between OWNER and CONTRACTOR DISPUTE RESOLUTION AGREEMENT OWNER and CONTRACTOR hereby agree that Article 16 of the General Conditions of the Construction Contract between OWNER and CONTRACTOR is amended to include the following agreement of the parties: 16.1. All claims, disputes and other matters in question between OWNER and CONTRACTOR arising out of or relating to the Contract Documents or the breach thereof (except for claims which have been waived by the making or acceptance of final payment as provided by paragraph 14.15) will be decided by arbitration in accordance with the Construction fndustry Arbitration Rules of the American Arbitration ,Association then obtaining, subject to the limitations of the Article 16. This agreement so to arbitrate and any other agreement or concern to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforccable under the prevailing law of any court having jurisdiction 16.2. No demand for arbitration of any claim, dispute. or other matter that is required to bo referred to ENGINEER initially for decision in accordance with paragraph 9.11 will t e- made until the earlier of (a) the date on which ENGINEER has rendered a written decision or (b) the thirty-first day after the parties have presented their evidence to IHIG iNEER if a written decision hasnot been rendered by ENGINEER before that date. No demand for arbitration of any such claim, dispute or other matter will be made later than thirty days after the date on which FNGTNF,ER has rendered a written decision in respect thereof in accordance with paragraph 9.1 l; and the failure to demand arbitration within said thirty days' period will result in ENGINEE•R's decision being final and binding upon OWNER and CONTRACTOR. If ENGINEER renders a decision after arbitration proceedings have been initiatexi. such decision may be entered as evidence but will not supersede the arbitration proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision bf LNGNEER rendered in accordance with paragraph 9.10 will be made later than ten days after the party making such demand has delivered written notice of intention to appeal as provided in pamgraph 9.10. 16.3. Notice of the demand for arbitration will be tiled in writing with the other party to the Agreement and with the American Arbitration Association and a copy will be sent to ENGENTEER for infommation. The demand for arbitration will be made within the thirty -day or ten-day period specified in paragraph 16.2 as applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in -question would be barred by the applicable statute of limitations EXDC GENERAL CONDITIONS 1910-3 (1990 E6(im) sow CITY OF FORT COLLINS MODIFICATIONS (REV 9r99) 16:4. Except as provided in paragraph 16:5 below, no arbitration arising out of or relating to the Contract Documents shall.include by ozi ssolidation, joinder or in any other manner any other person or entity (including ENGINEER. ENGfNEERs Consultant and the officers, directors, agents, employees or consultants of any of them) who is not a party to this contract unless: 16.4.1. the inclusion of such other, person or entity is necessary if complete relief is to be afforded among those who are already parties to the arbitration, and 16.4.2. such other person or entity is substantially involved in a question of law or Fact which is common to those who are already parties to. the arbitration and which will arise in such proceedings, and 16.4.3, the written consent of the other person or entity sought to be included and of OWNER and CONTRACTOR has been obtained for such inclusion, which consent shall make specific reference to this pamgmph; but no such consent shall constitute consent to arbitration of any dispute not specifically described in such consent or to arbitration with any party not specifically identified in such consent. 16.5. Notwithstanding paragraph 16.4, if a claim, dispute or other matter in question between OWNER and CONTRACTOR involves the Work of a Subcontractor, either O\VNFR or CONTRACTOR may join such Subcontractor as a pant to the arbitration between OWNF,R and CONTRACTOR hereunder. CONTRACTOR shall include in all subcontracts required by paragraph 6.11 a specific provision whereby the Subcontractor consents to being joined in an arbitration between OWNER and CONTRACTOR involvaig the Work of such Subcontractor. Nothing in this paragraph 165 nor in the provision of such subcontract consenting to joinder shall create any claim, right or cause of action in favor of Subcontractor and against OWNER ENGINEER or ENGINEERS Consultants that does not otherwise exist. 16.6. The award rendered by the arbitrators will be final, judgment may be entered upon it in any court having jurisdiction lhereoC and it will not be subject to modification or appeal. 16.7. OWNER and CONTRACTOR agree that they shall first submit any and all unsettled claims, counterclaims, disputes and other matters in question between them arising out of or relating to the Contract Documents or the breach thereof ("disputes"). to mediation by the American Arbitration Association under the Construction Industry Mediation Rules of the American Arbitration Association prior to either of them initiating against the other a demand for arbitration pursuant to paragraphs 16.1 through 16.6, unless delay in initiating arbitration would irrevocably prejudice one of the parties. The respective thirtyand ten day time limits within which to file a demand for arbitration as provided in paragraphs 16.2 and 16.3 above shall be suspended with respect to a dispute submitted to mediation within those scone applicable time limits and shall remain suspended until ten days after the termination of the mediation. The mediator of any dispute submitted to mediation under this Agreement shall not serve as arbitrator of such dispute unless otherwise agreed. GC -AI EJCDC GENER.LL CO\DITIONS 1910-9 (1990 F.IGtim) CC.A I of CITY OF FORT COLLINS\MODIFICATIONS(REV 9/91) . . SE SECTION 00800 SUPPLEMENTARY CONDITIONS Unit Price Item: Organic Mulch I. Description: Organic mulch installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Unit Price Item: Rock Mulch 1. Description: Rock mulch installation per drawings including all efforts and materials required for a complete item. 2. Unit of Measurement: Square Foot Site Furnishings Unit Price Item: Flag Pole 1. Description: Flag Pole installation per drawings and specifications including all efforts and materials required for a complete item. 2. Unit of Measurement: Each END OF SECTION SECTION 01270 -UNIT PRICES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 23 SECTION 00800 SUPPLEMENTARY CONDITIONS Conditions of the Contract These Supplementary Conditions amend or supplement the General Conditions of the Construction Contract (EJCDC General Conditions 1910-8, 1990 edition with City of Fort Collins modifications) and other provisions of the Contract Documents as indicated below. SC-5.4.8 Limits of Liability A. Add the following language at the end of paragraph 5.4.8. The limits of liability for the insurance required by the paragraph numbers of the General Conditions listed below are as follows: 5.4.1 and 5.4.2 Coverage A - Statutory Limits Coverage B - $100,000/$100,000/$500,000 5.4.3 and 5.4.5 Commercial General Liability policy will have limits of $1,000,000 combined single limits (CSL). This policy will include coverage for Explosion, Collapse, and Underground coverage unless waived by the Owner. 5.4.6The Comprehensive Automobile Liability Insurance policy will have limits of $1,000,000 combined single limits (CSL). 5.4.9This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). Rev10/20/07 Section 00800 Page 1 SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950Contract Change Order 00960Application for Payment Rev 10/20/07 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: ORIGINAL CONTRACT COST $ .00 TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL % OF THIS CHANGE ORDER TOTAL C.O.% OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative ACCEPTED BY: DATE: Project Manager REVIEWED BY: DATE: Title: APPROVED BY: DATE: Title: APPROVED BY: DATE: Purchasing Agent over $30,000 cc: City Clerk Contractor Project File Architect Engineer Purchasing Rev10/20/07 Section 00950 Page 1 Section 00960 APPLICATION FOR PAYMENT PAGE 1 OF 4 OWNER: City of Fort Collins PROJECT: APPLICATION NUMBER: APPLICATION DATE: PERIOD BEGINNING: ENGINEER: CONTRACTOR: PERIOD ENDING: PROJECT NUMBER: CHANGE ORDERS Application is made for Payment as shown below in connection with Contract The present status of the account for this Contract is as NUMBER DATE AMOUNT follows: 1 2 Original Contract Amount: 3 Net Change by Change Order: Current contract Amount: $0.00 Total Completed and Stored to Date: Less Previous Applications: Amount Due this Application - Before Retainage: $0.00 Less Retainage: Net Change by Change Order $0.00 AMOUNT DUE THIS APPLICATION: $0.00 CERTIFICATION: The undersigned CONTRACTOR certifies that all obligations of CONTRACTOR incurred in connection with the Work have been satisfied as required in Paragraph 14.3. of the General Conditions of the Contract. The above Amount Due This Application is requested by the CONTRACTOR. Date: By: Payment of the above Amount Due This Application is recommended by the ENGINEER. Date: By: Payment of the above Amount Due This Application has been reviewed by the OWNER'S Project Manager. Date: By: Payment of the above Amount Due This Application is approved by the OWNER. Rev10/20/07 Section 00960 Page 1 APPLICATION FOR CONTRACT AMOUNTS PAYMENT PAGE 2 OF 4 Work Work Work Completed Completed Completed Stored This Previous To Bid Month Periods Date Materials Total Item This Earned Percent Unit Number Description Quantity Units Price Amount Qty. Amount Qty. Amount Qty. 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Amount Qty. Amount Qty. Amount Period Date Billed $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS CHANGE ORDERS $0.00 $0.00 $0.00 $0.00 $0.00 PROJECT TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 Section 00960 Page 3 STORED MATERIALS SUMMARY On Hand Received Installed Item Invoice Previous This This Number Number Description Application Period Period PAGE 4OF4 On Hand This Application $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 TOTALS $0.00 $0.00 $0.00 $0.00 Section 00960 Page 4 SPECIFICATIONS Section 00960 Page 5 DIVISION 1 -- — — _-- SECTION 01000 — PROJECT SUMMARY PART 1 - GENERAL 1.01 Scope A. This section contains general requirements that are applicable to this project. 1.02 Description of Work A. The Contractor shall provide labor, materials and equipment necessary to perform the work items called for on the bid schedule. 1.03 City Furnished Materials A. None. 1.04 Conditions of Work A. Area of Work: The Contractor shall confine his operations to the immediate work area. Material storage shall be confined to areas shown on the Drawings or designated by the City. B. Regulations: The Contractor shall comply with applicable Federal, State, and local regulations pertaining to safety, traffic control, fire prevention, erosion control and environmental protection. C. Working Hours: The Contractor's working hours shall be between 7:00 a.m. and 5:00 p.m., with no work on weekends and Federal holidays, unless otherwise approved by the City. D. Material Storage: The Contractor's material and equipment storage site shall be limited to the area of the project site. The area shall be kept orderly and free of litter. The location of staging and material storage areas shall be approved by the Owner's representative. E. Construction Fencing: The Contractor may construct a fence around the project limits to prevent pedestrian and automotive access to the construction site, and to prohibit access to protected areas. Fence height and materials shall be approved by the Owner's Representative. Construction fences shall be maintained in good condition throughout the duration of the construction process. 1.05 Project Cleanup A. The Contractor is responsible to maintain the construction site in a clean and orderly condition from the start of the project to completion. Daily cleanups are required. 1. The City may require Contractor to perform cleanup within 100 feet of the progress of the work and perform cleanup of the site daily prior to work stoppage. B. Store volatile wastes in covered containers and dispose off -site. 1. Provide on -site covered containers for the collection of waste materials, debris and rubbish. 2. Neatly store construction materials, such as concrete forms, when not in use. C. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams or waterways. D. At project completion the Contractor shall remove equipment, materials, and debris from the site including toilets and dumpsters. Areas around work sites shall be cleaned, with dirt and grass surfaces raked clean of any slag from the. Contractor's operations. Broom clean exterior paved surfaces. Remaining dirt and fill material shall be removed, or may be scattered, with the approval of the City. Veterans Plaza SECTION 02950 — PROJECT SUMMARY Page 1 of 3 1.06 Trash Removal A. Non -salvageable items and trash shall be hauled off the site and disposed of in accordance with applicable state and local regulations. Items shall be transported in tarp -covered or closed vehicles. Materials dropped or blown off vehicles shall be picked up immediately by Contractor. 1.07 Verification of Dimensions A. The Contractor shall he responsible for the coordination and proper relation of the work. He shall field verify dimensions and advise the City of any discrepancies prior to proceeding with that phase of the work. 1.08 Fire Hydrants A. Fire Hydrant Connections: City's or District's permission is required for connection to fire hydrants. Only compatible adapters shall be utilized for hydrant connections. A gate valve shall be provided and installed by the Contractor between the hydrant and supply hoses to control flow. Connection shall include backflow protection. Temporary connections to fire hydrants shall be disconnected at the end of each working day. No quick closing valves such as plug or butterfly valves will be used. 1.09 Outages A. Utility outages necessitated by the work shall be requested in writing at least fifteen (15) working days prior to the proposed outage. The request shall be directed to the City and shall stipulate the specific utility system(s) and circuits to be affected, the location of the work, the time at which the shutdown will occur, and the duration of the outage for each system. Outages shall be kept to a minimum both in number and in duration. Where multiple outages are required, as many outages as can be accurately scheduled shall he submitted as a group. 1.10 Fill Material A. Excess fill material (unless approved to remain on site) including rock, gravel, sod, broken concrete, asphalt, plaster, etc., shall be hauled off the site and disposed of in accordance with applicable State and local regulations. B. Additional fill material, if required, shall be hauled to the site from off the site as a necessary part of the work. Material composition shall be subject to the requirements of the specifications. 1.11 Parking A. Parking of the Contractor's vehicles shall be restricted to an area designated by the City. 1.12 Telephone A. Business Telephone: At the beginning of construction, the Contractor shall provide the City with a telephone number at which the Contractor or his representative may be contacted at any time during regular working hours. The Contractor shall also provide a phone number for after -duty hours contact. 1.13 Sanitary Provisions A. The Contractor shall provide temporary toilets for the use of construction personnel. Location, type, proposed maintenance, etc., shall be approved by the City prior to placing toilets. Temporary toilets shall be removed at the completion of construction and the adjacent area restored to the condition existing prior to the start of construction or as indicated on the plans. 1.14 Pollution Abatement A. Transporting materials to or from the site shall be accomplished in a manner preventing materials or particles from becoming airborne. Earth materials shall be covered, wetted or otherwise protected. Gravel, sand and concrete shall be contained within vehicles to prevent spillage. Veterans Plaza SECTION 02950 - PROJECT SUMMARY Page 2 of 3 'DIVISION 7 SECTION 02870 - SITE FURNISHINGS PART 1-GENERAL 1.01 Scope A. Bidding Documents and information, Conditions of the Contract and Division 1 — General Requirements apply to the Work of this Section of the Specifications. B. Work covered by this specification concerns labor, materials, and equipment necessary for installation of: 1. Flags 2. Flag Poles 1.02 Related Sections A. Section 03300 -Cast in Place Concrete. B. Section 03100- Concrete Forms and Accessories 1.03 Submittals A. Shop drawings, technical literature from manufacturer for each of the following: 1. Flags 2. Flag Poles 1.05 Substitutions A. No substitutions for specific materials will be accepted except under the following conditions. Alternative bid proposals may be submitted for consideration by the Owner's Representative prior to bid opening. Alternative proposals must be fully supported by necessary documentation showing compatibility/comparability with specific materials. Substitutions must also comply with the General Conditions. 1.06 Quality Assurance A. Workmanship, fabrication and shop connections shall be in accordance with AWS and AISC specifications. 1.04 Product Delivery and Handling A. Coordinate delivery requirements with manufacturer. B. Products shall be delivered to the project site in good condition, and shall be contained in the Manufacturer's crate/packaging. The Contractor shall not accept delivery of damaged items. Products shall free from defects and damage. Damaged products shall be replaced by the manufacturer at no additional cost. C. Comply with manufacturer's requirements for unloading, lifting, and placement. 1.06 Warranty A. Guarantee material used in this section against defects due to any cause for a period of two full years from the date of Substantial Completion of work. SECTION 02870 -SITE FURNISHINGS Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 24 B. Prevent the deposit of dirt, mud or debris on improved streets and roads, and remove debris should such deposition occur. C. Burning of material on site is prohibited. D. Stream beds, lakes, ponds, drainage ways, sanitary and storm sewers, etc., shall not be polluted by fuels, oils, bitumen, acids, or other harmful materials. Surface drainage from the construction site, which contains harmful amounts of sediment, shall not be allowed to drain onto adjacent areas. Grading shall be accomplished to allow sedimentation to settle out prior to flowing onto adjacent areas. E. Flushing of concrete trucks is allowed only at the project site or the designated contractor storage area, with the responsibility of control and cleanup resting with the Contractor. F. Toxic, corrosive and flammable materials for construction other than specified shall not be used without prior approval of the City of Fort Collins. When approved, disposal of these materials or their containers will be off site and conform to state and federal regulations. 1.15 Protection of Property A. Initiate, maintain and supervise necessary protection to prevent damage, injury or loss to: I_ The Work and materials and equipment to be incorporated in the project, whether in storage on or off the site: and 2. Property at the site or adjacent thereto, including fences, patios, driveways, sidewalks, pavement, trees, shrubs, lawns, walks, structures, utilities and underground facilities not designated for removal, relocation or replacement in the course of construction. B. Maintain, protect, and support existing utilities and other appurtenances against damage by shoring, bracing, or other means. C. Do not stockpile excavated material against existing appurtenances. 1.16 Survey Requirements A. Contractor shall perform surveying necessary to complete the work. 1.17 Construction Superintendent A. The construction superintendent shall be at the job site any time work is being accomplished by any of the trades. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Veterans Plaza - SECTION 02950 - PROJECT SUMMARY Page 3 of 3 ;DIVISION 1---------• __ _-_-..�........ �_�_. SECTION 01010 - SUMMARY OF WORK PART 1-GENERAL 1.01 Description of Work A. The City of Fort Collins Veteran's Plaza improvements include, but are not limited to, construction/installation of the following: site grading, paths/trails, plaza/hardscape, site lighting, monument walls, electronic displays, signage, irrigation system, landscaping, and site furnishings. B. Protection and Restoration. 1. Replace to equal or better conditions items removed and replaced or damaged during construction. Restore areas disturbed to match surrounding surface conditions. 1.02 Notices to Private Owners and Authorities A. Notify private owners of adjacent property, utilities, affected governmental agencies, and school district when execution of the work may affect them. B. Give notification 48 hours in advance to enable affected persons to provide for their needs when it is necessary to temporarily deny access or services. C. Contact utilities at least 48 hours prior to excavating near underground utilities. D. Contact agencies at least 72 hours prior to start of construction. Notify agencies of the proposed scope of work, schedule and items that would affect their daily operation. E. Names and telephone numbers of affected agencies and utilities in the area are listed below for Contractor's convenience. Water — City of Fort Collins, Colorado 212-2900 Storm Sewer - City of Fort Collins, Colorado 212-2900 Sanitary Sewer — City of Fort Collins, Colorado 212-2900 Electrical - City of Fort Collins, Colorado 212-2900 Gas — Xcel Energy 800-481-4700 Telephone - Qwest 800-222-0400 Roads - City of Ft. Collins, Colorado 221-6588, inspections only 221-6609 Cable Television — Comcast 800-824-4010 Utility Locates - One -call System 1-800-922-1987 Safety - Occupational Safety and Health Administration (OSHA) 844-3061 Fire - Poudre Fire Authority Non -Emergency 221-6570/ Emergency 911 Police - City of Fort Collins Police Department Non -Emergency 221-6540 / Emergency 911 Larimer County Sheriffs Department - Non -Emergency 416-1985 Postmaster - United States Postal Service 800-275-8777 Ambulance - Poudre Valley Hospital Non -Emergency 484-1227 / Emergency 911 Public Transportation - TransFort 221-6620 Traffic Control - Traffic Engineering 221-6815 Veterans Plaza SECTION 01010 — SUMMARY OF WORK Page i of 2 PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Veterans Plaza SECTION 01010 — SUMMARY OF WORK Page 2 of 2 DIVISION t — — -- -- — — -- SECTION 01160 —SITE CONDITIONS PART 1 - SITE INVESTIGATIONS AND REPRESENTATION 1.01 General Investigations A. The Contractor acknowledges that he has satisfied himself as to the nature and location of the work, the general and local conditions, particularly those bearing upon access to the site; handling, storage, and disposal of materials; availability of water, electricity and roads; uncertainties of weather, or similar physical conditions at the site; the conformation and conditions of the ground; the equipment and facilities needed preliminary to and during the execution of the work; and all other matters which can in any way affect the work or the cost thereof under this Contract. 1.02 Soil Conditions A. The Contractor further acknowledges that he has satisfied himself as to the character, quality and quantity of surface and subsurface materials to be encountered from his inspection of the site and from reviewing any available records of exploratory work furnished by the Owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility for properly estimating the difficulty or cost of successfully performing the work. 1.03 Contractor Representation A. The Contractor warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in a good and workmanlike manner and to the satisfaction of the Owner. The Owner assumes no responsibility for representations made by its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefore is assumed by the Owner. PART 2 - INFORMATION ON SITE CONDITIONS 2.01 General Information obtained by the Engineer regarding site conditions, subsurface information, groundwater elevations, existing construction of site facilities, and similar data will be available for inspection, as applicable, at the office of the Engineer upon request. Such information is offered as supplementary information only. Neither the Engineer nor the Owner assumes responsibility for the completeness or interpretation of such supplementary information. A. Differing Subsurface Conditions: 1. In the event that the subsurface or latent physical conditions are found materially different from those indicated in these Documents, and differing materially from those ordinarily encountered and generally recognized as inherent in the character of work covered in these Contract Documents, the Contractor shall promptly, and before such conditions are disturbed, notify the Owner in writing of such changed conditions. The Engineer will investigate such conditions promptly and following this investigation, the Contractor shall proceed with the work, unless otherwise instructed by the Engineer. If the Engineer finds that such conditions do so materially differ and cause an increase or decrease in the cost of or in the time required for performing the work, the Engineer will recommend to the Owner the amount of adjustment in cost and time lie considers reasonable. The Owner will make the final decision on Change Orders to the Contract regarding adjustments in cost or time for completion. Veterans Plaza SECTION 01160 - SITE CONDITIONS Pagel of 3 B. Underground Utilities: 1. Known utilities and structures adjacent to or encountered in the work are shown on the Drawings. The locations shown are taken from existing records and the best information available from existing utility plans, however, it is expected that there may be some discrepancies and omissions in the locations and quantities of utilities and structures shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. PART 3 - CONTRACTOR'S RESPONSIBILITY FOR UTILITY PROPERTIES AND SERVICE 3.01 General A. Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, oil, gas, electricity, water, sewer, or irrigation systems, the operations shall be suspended until arrangements necessary for the protection of these utilities and services have been made by the Contractor. B. Notify utility offices which are affected by the construction operation at least 48 hours in advance. Under no circumstances expose any utility without First obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for existing underground utilities. C. The Contractor shall protect utility poles from damage. If interference of power poles, telephone poles, guy wires, or anchors are encountered, notify the Owner's Representative and the appropriate utility company at least 48 hours in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. D. The Contractor shall be solely and directly responsible to the Owner and operators of such properties for damage, injury, expense, loss, inconvenience, delay, suits, actions, or claims of any character brought because of injuries or damage which may result from the construction operations under this Contract. E. Neither the Owner nor its officers or agents shall be responsible to the Contractor for damages as a result of the Contractor's failure to protect utilities encountered in the work. F. If the Contractor while performing the Contract discovers utility facilities not identified in the Drawings or Specifications, he shall immediately notify the Owners and the utility in writing. G. In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental breakage due to construction operations, promptly notify the proper authority. Cooperate with said authority in the restoration of service as promptly as possible and bear all costs of repair. In no case shall interruption of water or utility service be allowed to exist outside working hours unless prior approval is granted. H. The Contractor shall replace, at his own expense, existing utilities or structures removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. 3.02 Interfering Structures A. Take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. The completeness and accuracy cannot be guaranteed, and it is presented simply as a guide to avoid known possible difficulties. 3.03 Field Relocation A. During the progress of construction, it is expected that minor relocations of the work will be necessary. Veterans Plaza SECTION 01160 - SITE CONDITIONS Page 2 of 3 Such relocations shall be made only by direction of the Owner's Representative. If existing structures are encountered that prevent the construction, and that are not properly shown on the drawings, notify the Owner's Representative before continuing with the construction in order that the Owner's Representative may make such field revision as necessary to avoid conflict with the existing structures. If the Contractor shall fail to so notify the Owner's Representative when an existing structure is encountered, and shall proceed with the construction despite the interference, he shall do so at his own risk. 3.04 Easements A. Easements and permits will be obtained by the Owner where portions of the work are located on public or private property. Easements will provide for the use of the property for construction purposes to the extent indicated on the easements. Copies of these easements and permits are available upon request to the Owner. It shall be the Contractor's responsibility to determine the adequacy of the easement obtained in every case and to abide by requirements and provisions of the easement. The Contractor shall confine his construction operations to within the easement limits or make special arrangements with the property owners or appropriate public agency for the additional area required. Damage to property, either inside or outside the limits of the easements provided by the Owner, shall be the responsibility of the Contractor as specified herein. The Contractor shall remove, protect, and replace fences or other items encountered on public or private property. Before final payment will be authorized by the Owner's Representative, the Contractor will be required to furnish the Owner with written releases from property owners or public agencies where side agreements or special easements have been made by the Contractor or where the Contractor's operations, for any reason, have not been kept within the construction right-of-way obtained by the Owner. B. It is anticipated that the required easements and permission will be obtained before construction is started. However, should the procurement of any easement or permission be delayed, the Contractor shall schedule and perform the work around these areas until such a time as the easement or permission has been secured. 3.05 Land Monuments The Contractor shall notify the Owner's Representative of existing Federal, State, Town, County, and private land monuments encountered. Private monuments shall be preserved, or replaced by a licensed surveyor at the Contractor's expense. When Government monuments are encountered, the Contractor shall notify the Owner's Representative at least two (2) weeks in advance of the proposed construction in order that the Owner's Representative will have ample opportunity to notify the proper authority and reference these monuments for later replacement. END OF SECTION Veterans Plaza - SECTION 01160 - SITE CONDITIONS Page 3 of 3 SECTION 01200 - MEASUREMENT AND PAYMENT PART 1-GENERAL 1.01 Description A. This section covers the methods employed in determining the payment due for work completed under this contract. B. The bid price should cover all work required by this contract based upon the quantities outlined in the bid form. C. Where actual quantities differ from those outlined in the bid form; unit prices as stipulated in the bid form shall be utilized to compute payment. D. Where unit prices are not set forth for specific work, that work shall be considered a subsidiary obligation of the Contractor. E. Quantities given in the bid form are estimates for the purpose of evaluating bids consequently some difference may arise in actual and bid quantities. 1.02 Lump Sum Prices A. Where lump sum (LS) prices are given for an item in the bid schedule or for items added during construction by change order, the price will include materials, labor, overhead and other cost incurred to complete the construction of the item in accordance with the plans and specifications. 1.03 Unit Prices A. Unit prices for each item shall include its pro rata share of profits, taxes, and overhead, and are for the items installed in place, maintained and guaranteed. Including these factors, unit prices must accurately reflect actual costs. Unit prices are to be valid for the life of the contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION Veterans Plaza SECTION 01200 - MEASUREMENT AND PAYMENT Pagel of 1 OVISION 1=_—_-- SECTION 01300 — COORDINATION AND PROJECT MEETINGS PART 1 - GENERAL 1.01 General A. In order to provide for an orderly progression of work, parties involved in the construction will meet at various times during the project to discuss pertinent items regarding the work. B. Coordinate operations under contract in a manner that will facilitate progress of the work. C. Conform to the requirements of public utilities and concerned public agencies in respect to the timing and manner of performance of operations that affect the service of such utilities, agencies, or public safety. 1.02 Conferences A. The pre -construction conference, including a partnering session, will be held at a time to be determined by the Owner, after the award of the contract and prior to the issuance of the Notice to Proceed. The meeting will involve the Owner, the Engineer, the Contractor and representatives of the owners of utilities and other properties that will be directly affected by the work. Among the Contractor's representative on the site. The Contractor will have a complete construction schedule ready for review at the time of the pre -construction conference. B. Hold conferences for coordination of the Work when necessary. C. The City may hold coordination conferences to be attended by all involved when Contractor's operations affects, or is affected by, the work of others. 1.03 Progress Meetings A. Contractor and the City shall schedule and hold regular progress meetings at least weekly and at other times as requested by the City or required by the progress of the Work. B. Attendance shall include: 1. Contractor and Superintendent 2. Owners Representative 3. Landscape Architect 4. Others as may be requested by contractor, Landscape Architect or Owner C. Minimum Agenda shall include: 1. Review of work progress since last meeting 2. Identification and discussion of problems affecting progress 3. Review of any pending change orders 4. Revisions of Construction Schedule as appropriate D. Meeting Minutes shall be prepared and distributed by the Contractor. 1.04 Job Site Administration A. Contract administration and construction observation services will be provided by the Owner. The Owner will make decisions regarding changes in the work and adjustments in contract quantities and/or unit prices. END OF SECTION Veterans Plaza SECTION 01300 - COORDINATION AND PROJECT MEETINGS Page 1 of 1 SECTION 01310 - CONSTRUCTION SCHEDULES PART 1-GENERAL 1.01 General A. It is the intent of the Owner to begin construction on approximately March l 2011. The signing of the contract and issuance of a Notice to Proceed will be completed promptly to accomplish that objective. The Notice to Proceed will authorize the Contractor to begin project administration and construction work on the site. Construction work shall not begin on site prior to the pre -construction conference. B. The Contractor shall complete all work, including cleanup of the site by May 20, 2011, specified in the Agreement, subject to the "Liquidated Damages" provision described under "Instructions to Bidders." C. Delays during project contract period outside control of the Contractor are subject to time extension consideration but not financial compensation unless such delay is significant enough to reasonably require Owner initiated work suspension (demobilization) as determined in the field by the Owner at the time of occurrence. See Paragraph 1.04 for requirements for modifying the Contract Time due to weather delays. D. Contractor shall plan and schedule his own work effort (personnel, equipment and material) to complete the project satisfactorily within the project time limits. Such schedule shall be in general conformance with the schedule submitted at the pre -construction conference. This includes the requirement that the Contractor conduct his operations to enable a shift of work effort from one part of the project to another to reasonably accommodate unexpected delays, and to conduct his daily operations so as to not create a public nuisance including but not limited to access or traffic obstruction, dust and mud generation, work outside of construction limits, noise, unsatisfactory cleanup or site restoration, unacceptable equipment/materials staging, flooding, etc. No work is to begin at the site until City's acceptance of the Construction Schedule. E. Contractor shall prepare and submit a Critical Path Method (CPM) schedule. The schedule shall show all work completed within the contract time and shall cover the time from the date of Notice to Proceed to the completion date. Contractor shall use Microsoft Project 2000 or approved equivalent to develop and manage the CPM schedule. F. Schedule shall include milestones that demonstrate the Contractor's approach to completing the project within project time limits. Milestones shall be of sufficient number to indicate regular progress of work and shall identify major components of the work. Milestones are subject to Owner approval prior to work beginning at the site. If Contractor fails to meet a milestone, contractor shall submit an updated schedule subject to Owner approval and demonstrate how the remaining milestones will be met. The Owner may order work shut down or suspended for nonconformance with the approved schedule (See Paragraph G. below) G. Milestones (minimum required items) The following items shall be indicated on the schedule with completion dates: (1) Demolition and Protection (2) Earthwork (3) Site Boulder Placements (4) Utilities (5) Wall Foundations & Masonry (6) Concrete Trails (7) Irrigation (8) Completion of Irrigation and Seeding Veterans Plaza SECTION 01310 — CONSTRUCTION SCHEDULES Page 1 of 1 (9) Landscaping (10) Soft Trails (11) Site Lighting & Electronics H. The Contractor may voluntarily shut down or suspend work due to conditions beyond his control provided a minimum of 24 hours notice is provided to the Owner together with the reasons for subject suspension of work. The Contractor shall leave the project conditions in such a way so as not to cause a public nuisance or a threat to public safety. Neither remobilization costs nor additional time will be allowed for such suspension unless agreed to in writing in advance. 1. The Owner or Engineer may order work shut down or suspended for such nonconformance issues as unsafe conditions, nonconformance with schedule, cause of public nuisance, unnecessary private property disturbance, materials and labor unsuited to the task, nonconformance to technical specifications, failure to comply with permits, etc, The Owner or Engineer will give a written warning to the Contractor with a specified deadline during which time the Contractor shall remedy the cause(s) described on the warning. Failure to do so shall justify the Owner or Engineer to order work shut down or suspended. Such shutdown will not be compensated by cost reimbursement or time schedule adjustment. J. Failure to promptly execute the approved schedule in the judgment of the Owner will result in a written warning submitted to the Contractor explaining the specific compliance needed. Failure of the Contractor to remedy the noted items may be considered a breach of contract possibly leading to work shutdown for cause or contract termination. 1.02 Format and Submissions A. Prepare Construction and Procurement schedules in a graphic format suitable for displaying schedule and actual progress. B. Submit two copies of each schedule to owner for review. Owner will return one copy to contractor with revisions suggested or necessary for coordination of the Work with the needs of Owner or others. 1.03 Progress Revisions A. A schedule update shall be submitted to the Owner at each weekly progress meeting that will reflect work performed in the previous week and the upcoming two-(2) weeks. Schedule updates shall not change any Contract times. B. A complete schedule update shall be submitted with each application for progress payment. C. Show changes occurring since previous submission. 1. Actual progress of each item to date. 2. Revised projections of progress and completion. D. Provide a narrative report as needed to define: 1. Anticipated problems, recommended actions, and their effects on the schedule. 2. The effect of changes on schedules of other work. 1.04 Modifications to Time of Completion in the Approved Schedule A. The date of beginning and the times for completion of the work are essential conditions of the Contract Documents and the work embraced shall be commenced on a date specified in the Notice to Proceed. The Contractor will proceed with the work at such rate of progress to ensure full completion within the contract time. It is expressly understood and agreed, by and between the Contractor and the Owner that the contract time for the completion of the work described herein is a reasonable time, taking into consideration the climatic and other factors prevailing in the locality of the work. Veterans Plaza SECTION 01310 -CONSTRUCTION SCHEDULES Page 2 of 1 B. Replace materials when it is no longer in.a satisfactory condition as determined by the City Representative for the duration of the Warranty Period. Make replacements within fourteen days of notification from the City Representative. C. This guarantee will not be enforced should materials be subject to vandalism; improper maintenance procedures carried out by the Owner involving resulting in damage, or other similar circumstances beyond the control of the Contractor. PART 2 - MATERIALS 2.01 Flags A. Manufacturer: CVS Flags B. Model Number: -One(t)American Flag stock #Z010203100 -One (1) Colorado Flag stock # Z02060203001 -One (1) POW/MIA Flag stock # Z04020203001 C. Size: Tx5' 2.02 Flag Poles A. Manufacturer: CVS Flags B. Model Number: -Two (2) poles, stock # Z 15320473 C. Finish: Standard D. Mounting: Per manufacturer instructions PART 3 - EXECUTION 3.01 General A. Installation shall be in accordance with the plans and details and with the manufacturer' s recommendations. B. Site Furnishing shall be installed in the locations and quantities shown on the plan and details. C. Where applicable, the Owner's Representative shall approve the site furnishing locations prior to fastening in place. END OF SECTION SECTION 02870 - SITE FURNISHINGS Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 25 Every effort shall be made by the Contractor to complete the project within the "Contract Time" shown in the proposal. The "Contract Time" anticipates a "Normal" weather and climate condition in and around the vicinity of the Project site during the times of year that the construction will be carried out. Extensions of time based upon weather conditions shall be granted only if the Contractor demonstrates clearly that such conditions were "unusually severe," would not have been reasonably anticipated, and that such conditions adversely affected the Contractor's work and thus required additional time to complete the work. B. The following specifies the procedure for the determination of time extensions for unusually severe weather. The listing below defines the anticipated number of calendar days lost to adverse weather for each month and is based upon National Oceanic and Atmospheric Administration (NOAA) or similar data for the geographic location of the project. Monthly Anticipated Calendar Days Lost to Adverse Weather Conditions JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC (7) (4) (4) (4) (6) (3) (4) (2) (3) (3) (2) (5) The above schedule of anticipated adverse weather will constitute the base line for monthly (or portion thereof) weather time evaluations. Upon acknowledgment of the Notice to Proceed and continuing throughout the contract on a monthly basis, actual adverse weather days and the impact of adverse weather days that delay the work will be recorded on a day-to-day basis. It is assumed that the work will be carried out Mondays through Fridays (holidays excepted) unless an approved construction schedule or written authorization from the Owner indicates otherwise. The number of days of delayed work due to adverse weather or the impact thereof will then be compared to the monthly adverse weather schedule above. An actual adverse weather day must prevent work for 50 percent or more of the Contractor's workday, delay work critical to the timely completion of the project, and be documented by the Contractor. The City Representative observing the construction shall determine on a daily basis whether or not work can proceed or if work is delayed due to adverse weather or the effects thereof. The Contractor shall notify the Construction Coordinator in writing of any disagreement as to whether or not work can proceed on a given date, within 2 calendar days of that date. The Owner will use the above written notification in determining the number of working days for which work was delayed during each month. C. At the end of each month, if the number of working days for which work was delayed due to adverse weather exceeds that shown in the above schedule, a Change Order will be executed which increases the Contract Time. The number of workdays delayed due to adverse weather or the impact thereof will then be converted to Calendar Days based on the contract completion day and date. This conversion assumes a 5-day work week, Mondays through Fridays, holidays excepted; should the Contractor have authorization to work weekends and/or holidays, then the method of conversion of workdays to calendar days would take this into consideration. The contract time period will then be increased by the number of calendar days calculated above and a new contract completion day and dale will be set. D. The Contractor's schedule must reflect the above -anticipated adverse weather delays on all weather - dependent activities. E. While extensions of time shall be granted for "unusually severe" weather or climate conditions, the Owner shall make no monetary compensation for any costs to the Contractor arising out of such delays. The Contractor shall comply with the portions of the Contract Documents relating to his project schedule and amendments thereto which result from the "unusually severe" weather condition. F. Breakdowns in equipment or lack of performance by the Contractor will not be considered justification for an extension of time. Liquidated damages will be assessed as delineated elsewhere. G. The Contractor shall not be charged with liquidated damages or any excess cost when the delay in completion of the work is due to the following, and the Contractor has promptly given written notice of such delay to the Owner or Engineer. Veterans Plaza SECTION 01310 — CONSTRUCTION SCHEDULES Page 3 of 1 1. To any preference, priority, or allocation order duly issued by the Owner. 2. To unforeseeable causes beyond the control and without the fault or negligence of the Contractor, including but not restricted to, acts of God, or of the public enemy, acts of the Owner, acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and abnormal and unforeseeable weather as provided above; and 3. To any delays of Subcontractors occasioned by any of the causes specified in paragraphs 1 and 2, above. 1.05 City's Responsibility A. City's review is only for the purpose of checking conformity with the Contract Documents and assisting Contractor in coordinating the Work with the needs of the Project. B. It is not to be construed as relieving Contractor from any responsibility to determine the means, methods, techniques, sequences, and procedures of construction as provided in the General Conditions. PART 2 - MATERIALS (Not Applicable) PART 3 - EXECUTION (Not Applicable) PART 4 - MEASUREMENT & PAYMENT (Not Applicable) END OF SECTION Veterans Plaza SECTION 01310 — CONSTRUCTION SCHEDULES Page 4 of 1 !DIVISION 1 SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PART 1-GENERAL 1.01 Shop Drawings A. Submit newly prepared information drawn accurately to scale. Highlight, encircle, or otherwise indicate deviations from the Contract Documents. Do not reproduce Contract Documents or copy standard information as the basis of Shop Drawings. Standard information prepared without specific reference to the Project is not a Shop Drawing. B. Shop Drawings include fabrication and installation drawings, setting diagrams, schedules, patterns, templates, and similar drawings. Include the following information: 1. Dimensions. 2. Identification of products and materials included by sheet and detail number. 3. Compliance with specified standards. 4. Notation of coordination requirements. 5. Notation of dimensions established by field measurement. 6. Sheet Size: Except for templates, patterns and similar full-size Drawings, submit Shop Drawings on sheets at least 8-1/2 by 1 I inches but no larger than 24 by 36 inches. 7. Submittal: Submit 3 blue- or black -line prints and 2 additional prints where required for maintenance manuals, plus the number of prints needed by the Contractor for distribution. The Owner's Representative will retain 2 prints and return the remainder. a. One of the prints returned shall be marked up and maintained as a "Record Document." 8. Do not use Shop Drawings without an appropriate final stamp indicating action taken. 1.02 Product Data A. Collect Product Data into a single submittal for each element of construction or system. Product Data includes printed information, such as manufacturer's installation instructions, catalog cuts, standard color charts, roughing -in diagrams and templates, standard wiring diagrams, and performance curves. 1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products that are not required, mark copies to indicate the applicable information. Include the following information: a. Manufacturer's printed recommendations. b. Compliance with trade association standards. c. Compliance with recognized testing agency standards. d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement. f. Notation coordination requirements. 2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed. 3. Preliminary Submittal: Submit a preliminary single copy of Product Data where selection of options is required. Veterans Plaza SECTION 01330 —SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Page 1 of 3 4. Submittals: Submit 2 copies of each required submittal; submit 4 copies where required for maintenance manuals plus additional conies as needed by the Contractor for distribution. The Owner will retain one and will- return the other marked with action taken and corrections or modifications required. 5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers, manufacturers, fabricators, and others required for performance of construction activities. Show distribution on transmittal forms. a. Do not proceed with installation until a copy of Product Data is in the Installer's possession. b. Do not permit use of unmarked copies of Product Data in connection with construction. 1.03 Samples A. Submit full-size, full -fabricated Samples cured and finished as specified and physically identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. Mount or display Samples in the manner to facilitate review of qualities indicated. Include the following: a. Specification Section number and reference. b. Generic description of the Sample. c. Sample source. d. Product name or name of the manufacturer. e. Compliance with recognized standards. f. Availability and delivery time. Submit Samples for review of size, kind, color, pattern, and texture. Submit Samples for a final check of these characteristics with other elements and a comparison of these characteristics between the final submittal and the actual component as delivered and installed. a. Where variation in color, pattern, or other characteristic is inherent in the material or product represented, submit at least 3 multiple units that show approximate limits of the variations. b. Refer to other Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, connections, operation, and similar construction characteristics. c. Refer to other Sections for Samples to be returned to the Contractor for incorporation in the Work. Such Samples must be undamaged at time of use. On the transmittal, indicated special requests regarding disposition of Sample submittals. d. Samples not incorporated into the Work, or otherwise designated as the Owner's property, are the property of the Contractor and shall be removed from the site prior to Substantial Completion. 3. Preliminary Submittals: Submit a full set of choices where Samples are submitted for selection of color, pattern, texture, or similar characteristics from a range of standard choices. The Owner will review and return preliminary submittals with the Owner's notation, indicating selection and other action. 4. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation, and similar characteristics, submit 3 sets. The Owner will return one set marked with the action taken. 5. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons throughout the course of construction. Veterans Plaza SECTION 01330 - SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Page 2 of 3 a. Unless noncompliance with Contract Document provisions is observed, the submittal may serve as the final submittal. b. Sample sets may be used to obtain final acceptance of the construction associated with each set. B. Distribution of Samples: Prepare and distribute additional sets to subcontractors, manufacturers, fabricators, suppliers, installers, and others as required for performance of the Work. Show distribution on transmittal forms. 1.04 Quality Assurance Submittals A. Submit quality -control submittals, including design data, certifications, manufacturer's instructions, manufacturer's field reports, and other quality -control submittals as required under other Sections of the Specifications. B. Certifications: Where other Sections of the Specifications require certification that a product, material, or installation complies with specified requirements, submit a notarized certification from the manufacturer certifying compliance with specified requirements. I. Signature: an officer of the manufacturer or other authorized individual shall sign Certification documents. C. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies are specified in Division I Sections "Quality Control" and "Testing," and in the applicable technical specifications. PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01330 Veterans Plaza SECTION 01330 — SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Page 3 of 3 DIVISION 1- SECTION 01340 - SURVEY DATA PART 1 - GENERAL 1.01 Survey Requirements A. Contractor is responsible for the layout of the Work. The City will not provide surveying. B. Base measurements, both horizontal and vertical, on established control points. Verify established control points at site prior to laying out the work. C. Perform layout of the Work with qualified personnel. 1. Stake pipes, sleeves and conduits at the following minimum locations: a. Storm Drainage Systems: in addition to laser, as a minimum stake manholes and the following stations upgrade of each manhole, +25, +50, and the midpoint station to the nearest 50 feet. b. frrigation/Utility Sleeves: Stake sleeves at end points and changes in horizontal alignment. c. Electrical Conduit: Stake conduit at end points and changes in horizontal alignment. d. Offset staking shall be for both alignment and grade. e. Contractor shall stake the piping and verify piping both for grade and alignment at each of the above locations. Keep field measurements in a field book to be turned in to Owner. Keeping of field book is a requirement for progress payment. 2. As a minimum, stake plazas, courts and pathways at grade changes, changes in horizontal alignment, and at 15 foot stations along sidewalk centerline. 3. As a minimum, stake drainage channel and swale alignments at changes in horizontal alignment, and at 25 foot stations along center of channel/swale and at the top of bank on both sides of the channel. 4. As a minimum, stake walls/structures at corners and at column locations. 5. As a minimum, stake open areas/landscape areas at changes in vertical slope, and using 10 foot grid in smaller areas and at 25 foot grid in larger areas. 6. As a minimum, stake the top and bottom of berms and depressions at changes in horizontal alignment, and at 25 foot stations along the top and bottom of the slope around the perimeter of the berm or depression. 7. Refer to Drawings for earthwork requirements. D. Field books, notes, and other data developed by Contractor in performing surveys required by the Work will be available to City for examination throughout the construction period. 1.02 Submittals A. Submit to City survey data with other documentation required for final acceptance. Veterans Plaza SECTION 01340 - SURVEY DATA Page 1 of 1 PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Veterans Plaza SECTION 01340 — SURVEY DATA Page 2 of 1 r----------------�----------r---�--.— � .ter 'DIVISION 1 SECTION 01400 - QUALITY CONTROL AND TESTING PART 1-GENERAL 1.01 General A. Provide such equipment and facilities as the City may require for conducting field tests and for collecting and forwarding samples. Do not use materials or equipment represented by samples until tests, if required, have been made and the materials or equipment are found to be acceptable. A product that becomes unfit for use after approval hereof shall not be incorporated into the work. B. Materials or equipment proposed to be used may be tested at any time during their preparation or use. Furnish the required samples without charge and give sufficient notice of the placing of orders to permit the testing. Products may be sampled either prior to shipment or after being received at the site of the work. C. Tests shall be made by an accredited independent testing laboratory selected by the Contractor. Except as otherwise provided, sampling and testing of materials and the laboratory methods and testing equipment shall be in accordance with the latest standards and tentative methods of the American Society for Testing Materials (ASTM). D. Where additional or specified information concerning testing methods, sample sizes, etc., is required, such information is included under the applicable sections of the Specifications. Modification of, or elaboration on, these test procedures. which may be included for specific materials under their respective sections in the Specifications shall take precedence over these procedures. 1.02 Transmittal of Test Reports A. Written reports of tests and engineering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the work shall be submitted as specified for Shop Drawings. B. The testing laboratory retained by the Owner will furnish three (4) copies of a written report of each test performed by laboratory personnel in the field or laboratory. Two (2) copies of each test report will be transmitted to the Engineer and one (1) copy to the Contractor and (1) copy to the owner within seven (7) days after each test is completed. 1.03 City's Responsibilities A. The City shall be responsible for and shall pay the costs in connection with the following testing: 1. Soil Compaction Tests. 2. Trench Backfill. Pipe Bedding and Structural Bedding. Tests not called for by the Specifications Concrete, mortar and grout tests. 1.04 Contractor's Responsibilities A. In addition to those inspections and tests called for in the General Conditions, Contractor shall also be responsible for and shall pay the costs associated with testing required for the following: 1. Performance and field testing specifically called for by the specifications. 2. Re -testing for Work or materials found defective or unsatisfactory, including tests covered under 1.03 above. Veterans Plaza SECTION 01400 — QUALITY CONTROL AND TESTING Page 1 of 2 3. Testing of pipe (if required). 4. Vacuum testing of manholes (if required). 5. Concrete materials and mix designs. 6. Gradation tests for embedment, fill and backfill materials. 7. Material Substitution - tests for basic material or fabrication of equipment offered as a substitution for a specified item on which a test may be required in order to prove it compliance with the specifications. Nothing contained herein is intended to imply that the Contractor does not have the right to have tests performed on any material at any time for his/her own information and job control so long as the Owner does not assume responsibility for the cost or for giving them consideration when appraising quality materials. 1.05 Contractor's Quality Control System A. General: The Contractor shall establish a quality control system to perform sufficient inspection and tests of items of work, including that of his subcontractors, to ensure conformance to the functional performance of this project. This control shall be established for construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the City. Contractor's control system shall specifically include testing required by the various sections of the Specifications. B. Contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the Contract Documents. Controls shall be adequate to cover the construction operations and should be keyed to the proposed construction schedule. C. Records: maintain correct records on an appropriate form for inspections and tests performed, instructions received from the City and actions taken as a result of those instructions. These records shall include evidence that the required inspections or tests have been performed (including type and number of inspections or test, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective action taken. Document inspections and tests as required by each section of the Specifications. Provide copies to City in a reasonable time. D. Pipe alignment and grade is to be maintained through the use of suitable surveying instruments or laser equipment operated continuously during construction. Horizontal tolerances of + 0.3 feet and vertical tolerances of+ 0.1 feet maximum deviation from plan and construction staking are to be maintained, except that visible "snaking" of the horizontal alignment and changes in directions of slope will not be permitted. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Veterans Plaza SECTION 01400 - QUALITY CONTROL AND TESTING - Page 2 of 2 DIVISION 1_— SECTION 01500 - TEMPORARY CONTROLS 1.01 Noise Control A. Take reasonable measures to avoid unnecessary noise when construction activities are being performed in populated areas. B. Construction machinery and vehicles shall be equipped with practical sound muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the work. C. Cease operation of all machinery and vehicles between the hours of 6:00 p.m. and 7:00 a.m. 1.02 Dust Control A. Dusty materials in piles or in transit shall be covered to prevent blowing. B. Earth and road surfaces subject to dusting due to construction activities and detouring of traffic shall be kept moist with water or by application of a chemical dust suppressant. 1. Chemical dust suppressant shall not be injurious to existing or future vegetation. 1.03 Pollution Control A. Prevent the pollution of drains and watercourses by sanitary wastes, concrete, sediment, debris and other substances resulting from construction activities. 1. Retain spent oils, hydraulic fluids and other petroleum fluids in containers for disposal off the site. 2. Prevent sediment, debris or other substances from entering sanitary sewers, storm drains and culverts. 1.04 Erosion Control A. Take such measures as are necessary to prevent erosion of soil that might result from construction activities. 1. Measures in general will include: a. Control of runoff. b. Trapping of sediment. c. Minimizing area and duration of soil exposure. d. Temporary materials such as hay bales, sandbags, plastic sheets, riprap or culverts to prevent the erosion of banks and beds of watercourses or drainage swales where runoff will be increased due to construction activities. B. Preserve natural vegetation to the greatest extent possible, except where otherwise noted. C. Locate temporary storage and route construction traffic so as to preserve vegetation and minimize erosion. D. Comply with the City of Fort Collins' Storm Drainage Erosion Control Manual. END OF SECTION Veterans Plaza SECTION 01500 — TEMPORARY CONTROLS Page 1 of 1 SECTION 03100 — CONCRETE FORMS AND ACCESSORIES PART 1-GENERAL 1.01 Summary A. Section Includes: 1. Formwork for cast -in -place concrete. 2. Formwork for cast -in -place architectural concrete. 3. Formwork accessories. B. Related Sections: 1. Steel Reinforcement and Accessories: Section 03200 Concrete Reinforcement. 1.02 References A. Reference Standards: Comply with listed reference standards except as modified by supplemental requirements on the Drawings or by these specifications. 1. ACI 117-90 — Specifications for Tolerances for Concrete Construction and Materials. 2. ACI 301-99 — Specifications for Structural Concrete. J. ACI 303.1-97 — Standard Specification for Architectural Concrete. 4. ACI 318-02 - Building Code Requirements for Structural Concrete, Chapter 6. 1.03 Performance Requirements A. Safety: Assume responsibility for safety of formwork and provide necessary design, construction, materials and maintenance to produce required concrete work safely. B. Vertical Formwork: Design formwork to withstand pressure resulting from placement and vibration of fresh concrete and to maintain specified tolerances. 1.04 Quality Assurance A. Regulatory Requirements: 1. Form Coatings: Comply with EPA Architectural Coatings Rule, including VOC content limit. PART2-PRODUCTS 2.01 Formwork Materials A. Form -Facing Materials: 1. Footings and other non -exposed concrete: Plywood, steel or dressed lumber. a. Non -exposed concrete includes concrete exposed in crawl space only. B. Chamfer Strips: Chamfer Strips: 3/4" 45' job cut wood or 3/4" 45' PVC for unexposed surfaces. Use PVC for exposed surfaces. 2.02 Form Coatings A. Form Release Agent: Non -staining and VOC compliant. 1. Manufacturer and Product: Contractor's option, among products meeting specification requirements. 2.03 Formwork Accessories A. Form Ties: Adjustable in length to permit tightening of forms and of type to leave no metal closer than one inch of surface nor holes or depressions larger than 7/8" in diameter. SECTION 03100 - CONCRETE FORMS AND ACCESSORIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 26 DIVISION 1 SECTION 01510 - TEMPORARY UTILITIES PART 1-GENERAL 1.01 Utilities A. Furnish utilities necessary for construction including, but not limited to temporary electric power and pay cost associated with utilities during and used for the contract period. Temporary utilities installation shall meet the construction safety requirements of OSHA, State and local governing agencies. 1.02 Water A. Contractor is responsible for obtaining water for construction and shall pay costs associated with establishing a temporary meter used during construction. 1.03 Sanitary Facilities A. Fumish temporary sanitary facilities at the site in the vicinity of the construction for the needs of construction workers and others performing work or furnishing services on the Project. B. Properly maintain sanitary facilities of reasonable capacity throughout construction periods. C. Enforce the use of such sanitary facilities by all personnel at the site. D. Obscure sanitary facilities from public view to the greatest extent practical. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Veterans Plaza 42BSECTION 01510 - TEMPORARY UTILITIES Page 1 of 1 DIVISION 1 SECTION 01570 - TRAFFIC CONTROL PART 1-GENERAL 1.01 General A. Traffic Control necessary to complete the project will be provided by the Contractor and will not be paid for separately. B. The Contractor must submit traffic control plans and coordinate traffic control with the City's Traffic Control Coordinator. The traffic control plans must he submitted and approved 72 hours prior to starting construction and before making each modification. C. Conformance: City of Fort Collins Work Area Traffic Control Handbook, Manual of Uniform Traffic Control Devices (U.S. Dept. of Transportation), or applicable statutory requirements of authority having jurisdiction. D. Limited closures may be permitted for short periods up to three days to allow installation of concrete pavement. Closures must be requested and approved 72 hours prior to anticipated closure. E. Limited alternating one-way traffic operation may be permitted during the hours from 9:00 A.M. to 3:30 P.M. One-way traffic operation must be requested and approved 72 hours prior to anticipated operation. F. At all times, Contractor must maintain two-way traffic with a minimum of one lane of traffic in each direction. Limited closures may be allowed. G. The Contractor must coordinate with adjacent residents to provide and maintain them sufficient access during the duration of the project. It will be the Contractor's responsibility to coordinate and communicate with the residents during construction. H. Keep traffic areas free of excavated material, construction equipment, pipe, and other materials and equipment. 1. Keep fire hydrants and utility control devices free from obstruction and available for use. J. Conduct operations in a manner to avoid unnecessary interference with public and private roads and drives. K. Provide and maintain temporary approaches or crossings at streets, businesses, and residences. L. Keep roads open and in acceptable condition, unless closure or detour has been approved by City's Traffic Control Coordinator 72 hours prior to closure or detour. N. Post signs around the perimeter of the construction site to restrict public access. 1.02 Traffic Control Plan A. Submit a detailed traffic control plan to Traffic Control Coordinator for review and acceptance. Plan must be accepted 72 hours prior to work commencing at the site. Maintain the accepted plan throughout all phases of construction. Provide copy to Owner prior to submittal. 1. Notify police, sheriff, ambulance services, and fire authorities of traffic control plan and the schedule of it. Distribute copies if requested. 1.03 Flagmen A. Required where necessary to provide for public safety, or the regulation of traffic, or by jurisdictional authorities. B. Shall be properly equipped and licensed. Veterans Plaza 44BSECTION 01570 - TRAFFIC CONTROL Page 1 of 2 1.04 Warning Signs and Lights A. Provide suitable barricades and warning signs for: I. Open trenches and other excavations. 2. Obstructions, such as material piles, equipment, piled embankment. B. Illuminate by means of waming lights all barricades and obstructions from sunset to sunrise. C. Protect roads and driveways by effective barricades on which are placed acceptable warning signs. 1.05 Parking A. Provide suitable parking areas for the use of construction workers and others performing work or furnishing services in connection with the Project so as to avoid interference with private property, public traffic, City's operations, or construction activities. Such parking shalt occur on the project site or another suitable location, approved by the City. 1.06 Roadway Usage between Operations A. When Work is not actually in progress, Contractor shall make passable and shall open to traffic such portions of the Project and temporary roadways or portions thereof as may be agreed upon between Contractor and City and authorities having jurisdiction over any properties involved. PART 2 - MATERIALS (Not Used) PART 3 - EXECUTION (Not Used) PART 4 - MEASUREMENT & PAYMENT (Not Used) END OF SECTION Veterans Plaza 44BSECTION 01570 - TRAFFIC CONTROL Page 2 of 2 .DIVISION _1 SECTION 01600 — MATERIALS AND EQUIPMENT PART1-GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 Summary A. This Section includes administrative and procedural requirements governing the Contractor's selection of products for use in the Project. 1.03 Definitions A. Definitions used in this Article are not intended to change the meaning of other terms used in the Contract Documents, such as "specialties," "systems," "structure," "finishes," "accessories," and similar terms. Such terms are self-explanatory and have well -recognized meanings in the construction industry. 1. "Products" are items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "systems," and terms of similar intent. 2. "Materials" are products substantially shaped, cut, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed to form a part of the Work. 3. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping. 1.04 Submittals A. Product List: Prepare a list showing products specified in tabular form acceptable to the Owner. Include generic names of products required. Include the manufacturer's name and proprietary product names for each item listed. 1. Coordinate product list with the Contractor's Construction Schedule and the Schedule of Submittals. 2. Form: Prepare product list with information on each item tabulated under the following column headings: a. Related Specifications Section number. b. Generic name used in Contract Documents. C. Proprietary name, model number, and similar designations. d. Manufacturer's name and address. e. Supplier's name and address. f. Installer's name and address. g. Projected delivery date or time span of delivery period. 3. Initial Submittal: Within 15 days of date commencement of the Work, submit 3 copies of an initial product list. Provide a written explanation of omissions of data and for known variations from Contract requirements. 4. Complete List: Within 30 days after date of commencement of the Work, submit 3 copies of the completed product list. Provide a written explanation for omissions of data and for known variations Veterans Plaza SECTION 01600 — MATERIALS AND EQUIPMENT Page 1 of 3 from Contract requirements. 5. Owner's Action: The Owner will respond in writing to Contractor within 2 weeks of receipt of the completed product list. No response within this period constitutes no objection to listed manufacturers or products, but does not constitute a waiver of the requirement that products comply with Contract Documents. The Owner's response will include a list of unacceptable product selections, containing a brief explanation of reasons for this action. 1.05 Quality Assurance A. Source Limitations: To the fullest extent possible, provide products of the same kind from a single source. B. Compatibility of Options: When the Contractor is given the option of seeking between 2 or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options. C. Foreign Product Limitations: Except under one or more of the following conditions provide domestic products, not foreign products, for inclusion in the Work: 1. Not available domestic product complies with the Contract Documents. 2. Domestic products that comply with the Contract Documents are available only at prices or terms substantially higher than foreign products that comply with the Contract Documents. 1.06 Product Delivery, Storage and Handling A. Delivery, store, and handle products according to the manufacturer's recommendations, using means and methods that will prevent damage, deterioration, and loss, including theft. 1. Schedule delivery to minimize long-term storage at the site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Delivery products to the site in an undamaged condition in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. 5. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. 6. Store heavy materials away from the Project structure in a manner that will not endanger the supporting construction. 7. Store products subject to damage by the elements above ground, under cover in a weather -tight enclosure, with ventilation adequate to prevent condensation. PART 2 -PRODUCTS 2.01 Product Selection A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged and, unless otherwise indicated, new at the time of installation. B. Product Selection procedures: The Contract Documents and governing regulations govern product selection. Procedures governing product selection include the following: 1. Proprietary Specification Requirements: Where Specifications name only a single product or manufacturer, provide the product indicated. No substitutions will be permitted. Veterans Plaza SECTION 01600 - MATERIALS AND EQUIPMENT Page 2 of 3 2. Semi -proprietary Specification Requirements: Where Specifications name 2 or more products or manufacturers or where Specifications specify products or manufacturers by name, accompanied by the term "or equal" or "or approved equivalent," provide one of the products listed or comply with the Contract Document provisions concerning "substitutions" or obtain approval for use of an unnamed product. 3. Nonproprietary Specification Requirements: When Specifications list products or manufacturers that are available and may be incorporated in the Work, but do not restrict the Contractor to use these products only, the Contractor may propose any available product that complies with Contract requirements. Comply with Contract Document provisions concerning "substitutions" to obtain approval for use of an unnamed product. 4. Descriptive Specification Requirements: Where Specifications describe a product or name, provide a product or assembly that provides the characteristics and otherwise complies with Contract requirements. 5. Compliance with Standards, Codes, and Regulations: Where Specifications only require compliance with an imposed code, standard, or regulation, select a product that complies with the standards, codes, or regulations specified. 6. Visual Matching: Where Specifications require matching an established Sample, the Owner's decision will be final on whether a proposed product matches satisfactorily. 7. Visual Selection: Where specified product requirements include the phrase "... as selected from manufacturer's standard colors, patterns, textures..." or a similar phrase, select a product and manufacturer that complies with other specified requirements. The Owner will select the color, pattern, and texture from the product line selected. PART 3 - EXECUTION 3.01 Installation of Products A. Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. Anchor each product securely in place, accurately located and aligned with other Work. END OF SECTION Veterans Plaza SECTION 01600 — MATERIALS AND EQUIPMENT Page 3 of 3 DIVISION 1.--- -- SECTION 01700 — CONTRACT CLOSEOUT PART 1 — GENERAL 1.01 Related Documents A. Drawings and general provisions of the Contract, including general and supplementary conditions and other Division 1 specification sections, apply to this section. 1.02 Summary A. This Section includes administrative and procedural requirements for contract closeout including, but not limited to, the following: 1. Inspection procedures. 2. Project record document submittal. 3. Operation and maintenance manual submittal. 4. Submittal of warranties. 8. Final cleaning. 9. As -built drawings B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. 1.03 Substantial Completion A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion, complete the following. List exceptions in the request. 1. In the Application for Payment that coincides with, or first follows, the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed as substantially complete. 2. Advise the Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents. 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Submit record drawings, maintenance manuals, final project photographs, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra stock, and similar items. 7. Make final changeover of permanent locks and transmit keys to the Owner. Advise the Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems and instruction of the Owner's operation and maintenance personnel. Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements. Veteran's Plaza SECTION 02511 - CRUSHER FINES Page 4 of 4 9. Complete final cleanup requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred, exposed finishes. 11. Seed establishment shall be deemed substantially in compliance with the specifications and one mowing of the seed shall be provided by contractor. Inspection Procedures: On receipt of a request for inspection, the Owner will either proceed with inspection or advise the Contractor of unfilled requirements. The Owner will prepare the Certificate of Substantial Completion following inspection or advise the Contractor of construction that must be completed or corrected before the certificate will be issued. 1. If the Owner's Representative determines that the work is not substantially complete at the time of review or that deficiencies remain at time of compliance review, the Contractor shall pay for the additional review(s) by Owner's Representative. 2. Results of the completed inspection will form the basis of requirements for final acceptance. 1.04 Final Acceptance A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following. List exceptions in the request. 1. Submit the final payment request with releases and supporting documentation not previously submitted and accepted. Include insurance certificates for products and completed operations where required. 2. Submit an updated final statement, accounting for final additional changes to the Contract Sum 3. Submit a certified copy of the Owner's final inspection list of items to be completed or corrected, endorsed and dated by the Owner. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance and shall be endorsed and dated by the Owner. 4. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion or when the Owner took possession of and assumed responsibility for corresponding elements of the Work. 5. Submit consent of surety to final payment. 12. Submit a final liquidated damages settlement statement. 13. Submit as -built drawings and an as -built site survey with a 1 foot contour interval, high points, low points, ridges, and horizontal and vertical utility locations including invert elevations. 14. Submit as -built drawings of the stormwater detention pond, prepared by a licensed survey, certifying that the pond meets or exceeds the minimum storage and other physical requirements. 15. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Reinspection Procedure: The Owner will reinspect the Work upon receipt of notice that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the Owner. 1. Upon completion of reinspection, the Owner will prepare a certificate of final acceptance. If the Work is incomplete, the Owner will advise the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2. If necessary, reinspection will be repeated. The cost of additional inspections shall be the Veteran's Plaza FINES SECTION 02511 —CRUSHER Page 5 of 4 responsibility of the Contractor. 1.05 Record Document Submittals A. General: Do not use record documents for construction purposes. Protect record documents from deterioration and loss in a secure, fire-resistant location. Provide access to record documents for the Owner's reference during normal working hours. B. Record Drawings: Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark which drawing is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date. 1. Mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the Work. 2. Mark new information that is important to the Owner but was not shown on Contract Drawings or Shop Drawings. 3. Note related change -order numbers where applicable. 4. Organize record drawing sheets into manageable sets. Bind sets with durable -paper cover sheets; print suitable titles, dates, and other identification on the cover of each set. 5. Prior to Contract Closeout, obtain from the Owner a digital copy of the AutoCAD bid documents. Using AutoCAD v. 2004 (or later version), the Contractor shall transpose information contained on the Record Drawings maintained on site to the AutoCAD drawings. The contractor shall the provide a reproducible mylar copy of the Record Drawings and a copy of the digital files to the Owner's Reprsentative. Label each sheet "Record Drawing." On the first sheet, the Contractor or resident Superintendent shall execute the following statement: Having reviewed this document and all attachments, I affirm that, to the best of my knowledge, the information presented here is true and accurate. Signed: Position: Date: C. Record Specifications: Maintain one complete copy of the Project Manual, including addenda. Include with the Project Manual one copy of other written construction documents, such as Change Orders and modifications issued in printed form during construction. l: Mark these documents to show substantial variations in actual Work performed in comparison with the text of the Specifications and modifications. 2. Give particular attention to substitutions and selection of options and information on concealed construction that cannot otherwise be readily discerned later by direct observation. 3. Note related record drawing information and Product Data. Veteran's Plaza SECTION 02511 - CRUSHER FINES Page 6 of 4 4. Upon completion of the Work, submit record Specifications to the Owner. D. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of record drawings and Specifications. 1. Mark these documents to show significant variations in actual work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer's installation instructions and recommendations. 2. Give particular attention to concealed products and portions of the work that cannot otherwise be readily discerned later by direct observation. 3. Upon completion of markup, submit complete set of record Product Data to the Owner. E. Miscellaneous Record Submittals: Refer to other Specification Sections for requirements of miscellaneous record keeping and submittals in connection with actual performance of Work. Immediately prior to the date or dates of Substantial Completion, complete miscellaneous records and place in good order. Identify miscellaneous records properly and bind or file, ready for continued use and reference. Submit to the Owner. F. Maintenance Manuals: Organize operation and maintenance data into suitable sets of manageable size. Bind properly indexed data in individual, heavy-duty, 2-inch (51-mm), 3-ring, vinyl -covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information: 1. Emergency instructions. 2. Spare parts list. 3. Copies of warranties. 4. wiring diagrams. S. Recommended "turn -around" cycles. 6. Inspection procedures. 7. Shop Drawings and Product Data. S. Fixture lamping schedule. 1.06 Warranties and Bonds A. Provide duplicate notarized copies. Maintain copies of Contractor's submittals and assemble documents executed by subcontractors, suppliers, and manufacturers. Provide table of contents and assemble in binder with durable plastic cover. B. Submit material prior to final application for payment. For items of Work delayed materially beyond date of substantial completion, provide updated submittal within ten days after acceptance, listing date of acceptance as start of warranty period. 1.07 Final Payment A. The Contractor shall submit written certification that Contract Documents Work has been reviewed and that Work is complete in accordance with Contract Documents and ready for Owner Representative's review. B. In addition to submittals required by the conditions of the Contract provide submittals required by governing authorities, and submit a final statement of accounting giving total adjusted Contract Sum, previous payments and sum remaining due. C. Owner's Representative will issue a final Change Order reflecting approved adjustments to Contract Sum not previously made by Change Order. D. Retainage will be held until advertisement for liens and encumbrances is completed. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 7 of 4 B. Clamps, Brackets, Braces, Washers, Wedges, Waters, Etc.: Contractor's option. C. Shoring System: Contractor's option. 2.04 Slab Joint Forms and Accessories A. Slab Edge and Expansion Joint Premolded Filler: Bituminous fiber type complying with ASTM D1751. Thickness as indicated by full depth of slab. B. Slab Construction and Control Joint Forms: Dayton/Richmond G-33 Screed Key Joint or approved substitute in accordance with Section 01600. Provide G-35 Plastic Cap Strip strippable vinyl insert at joints to receive sealant. C. Stab Preformed Control Joint Forms: W. R. Meadows Sealtight Speed-E-Joint rigid, 2-part preformed contraction joint or accepted substitute. Top section removable after insertion of preformed joint in fresh concrete slab. PART 3 - EXECUTION 3.01 Examination A. Foundation Bearing Surfaces: Inspected and approved by Geotechnical Engineer prior to start of formwork. 3.02 Preparation A. Subgrade Under Slabs and Footings: Fine grade to smooth, level surface prior to installation of forms. 1. Granular Base Over Vapor Retarder 3.03 Erection A. Construction and Erection: ACI 301. 1. Lap Forming: Not allowed. 2. Provide forms conforming to shape, lines and dimensions of members indicated on Drawings, substantial and sufficiently tight to prevent leakage of mortar. 3. Properly brace or tie to maintain position, shape and lateral stability. 4. Clearly mark top surface of concrete on form walls. Set elevations and verify formwork locations and alignment using surveying instruments. a. Make required adjustments prior to concrete placement. B. Tolerances: ACI 117. C. Footings: 1. Use of earth as form not allowed. 2. Formed Footings: a. Butt form material end to end. b. Close gaps greater than 3/4 inches between bottom of forms and soil surfaces at isolated over -excavated depressions. D. Walls and Grade Beams: 1. Use of earth as form not allowed. 2. Provide sufficient strength to carry construction operations and material dead loads without deflection or vibration. 3. Design forms to be capable of needed adjustments. Watch carefully as work proceeds and promptly correct faults. SECTION 03100 - CONCRETE FORMS AND ACCESSORIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 27 PART 2 — PRODUCTS (Not Applicable) PART 3 — EXECUTION 3.01 Closeout Procedures A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer's representatives if installers are not experienced in operation and maintenance procedures. Include a detailed review of the following items: 1. Maintenance manuals. 2. Record documents. 3. Spare parts and materials. 4. Tools. 5. Lubricants. 6. Fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 10. Cleaning. 11. Warranties and bonds. 12. Maintenance agreements and similar continuing commitments. B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Startup. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments. 5. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization. 3.02 Final Cleaning A. General: The General Conditions require general cleaning during construction. Regular site cleaning is included in Division 1. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program. Comply with manufacturer's instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion. C. Removal of Protection: Remove temporary protection and facilities installed for protection of the Work during construction. 1. Remove labels that are not permanent labels. 2. Clean transparent materials, including mirrors and glass in doors and windows. I Clean exposed exterior and interior hard -surfaced finishes to. a dust -free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. 4. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps. 5. Clean the site, including landscape development areas, of rubbish, litter, and other foreign substances. Sweep paved areas broom clean; remove stains, spills, and other foreign deposits. Rake Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 8 of 4 grounds that are neither paved nor planted to a smooth, even -textured surface. D. Compliance: Comply with regulations of authorities having jurisdiction and safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on the Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of lawfully. 1. Where extra materials of value remain after completion of associated work, they become the owner's property. Dispose of these materials as directed by the Owner. END OF SECTION DIVISION 2 ------ — — -- — SECTION ---------- ---- 01732 - DEMOLITION PART-1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections, apply to this Section. 1.02 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected site elements. 2. Salvage of existing items to be reused or recycled. B. Related Sections include the following: 1. Division l Section "Summary" for use of premises. 2. Division l Section "Temporary Facilities and Controls" for temporary construction and environmental -protection measures for selective demolition operations. 3. Division 2 Section "Site Clearing" for site clearing and removal of above- and below -grade improvements. 1.03 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off -site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Surrender: Detach items from existing construction and deliver them to Owner. C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.04 MATERIALS OWNERSHIP A. Historic items, relics, and similar objects including, but not limited to, previously inventoried Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 9 of 4 Stagecoach stop items, and other items of interest or value to Owner that may be encountered during selective demolition remain Owner's property. Carefully remove and salvage each item or object in a manner to prevent damage and deliver promptly to Owner. 1. Coordinate with Owner's archaeologist, or historical adviser, who will establish special procedures for removal and salvage. 1.05 SUBMITTALS A. Qualification Data: For professional engineer B. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure uninterrupted access to elementary school. 2. Interruption of utility services. Indicate how long utility services will be interrupted. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Means of protection for items to remain and items in path of waste removal from building. C. Predemolition Photographs or Videotapes: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by selective demolition operations. Comply with Division 1 Section "Photographic Documentation." Submit before Work begins. 1.06 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. 1.07 PROJECT CONDITIONS A. Comply with requirements specified in Division 1 Section "Summary." B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Before selective demolition, Owner will remove the following items: 1. Drains selected to be abandoned shall have their grates removed and surrendered to the Parks Department. D. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. E. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract. F. Storage or sale of removed items or materials on -site is not permitted. G. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire -protection facilities in service during selective demolition operations. Veteran's Plaza FINES SECTION 02511 -CRUSHER Page 10 of 4 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.01 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect. E. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs and/or preconstruction videotapes. F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. 3.02 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If services/systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3.03 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris -removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. B. Temporary Facilities: Provide temporary barricades, signs and other protection required to prevent injury to people and damage to adjacent facilities to remain. 1. Provide protection to ensure safe passage of people around selective demolition area. 2. Comply with requirements for dust control., C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. 3.04 SELECTIVE DEMOLITION, GENERAL A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing Veteran's Plaza FINES SECTION 02511 —CRUSHER Page 11 of 4 regulations and as follows: I. Neatly cut ends, openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Dispose of demolished items and materials promptly. 3. Use of explosives is prohibited. B. Removed and Reinstalled Items: Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment. 2. Protect items from damage during transport and storage. 3. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. C. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Owner's Representative, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.05 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete and Ashpalt: Demolish in sections. Cut full depth at junctures with construction to remain, using power -driven saw, then remove break up and remove concrete between saw cuts. B. Fences: remove above grade and below grade fence materials to nearest existing post at limits of demolition leaving a nicely finished end. 3.06 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA -approved landfill. 1. Do not allow demolished materials to accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. 3, Burning: Do not burn demolished materials. B. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.07 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION L -- - --! -- ---- --- - - -- Veteran's Plaza FINES SECTION 02511 -CRUSHER Page 12 of 4 DIVISION --- SECTION 02111 — SITE PREPARATION AND CONDITIONING PART 1-GENERAL 1.01 Work Included A. The contract work to be performed under this section consists of furnishing the required labor, materials, equipment, implements, parts and supplies, reconditioning, compaction, wetting or drying, and finish grading, as shown on the plans necessary for, or appurtenant to the site preparation beneath interior and exterior slabs, pavements, grass pave, play courts, and beneath the skate park in accordance with these specifications. 1.02 Related Sections A. Section 02235 - Topsoil B. Section 02750 — Concrete Paving . C. Geotechnical Engineering Report — Prepared by Terracon, dated March 14, 2001 1.03 Submittals A. Submit soils analysis of imported fill materials, if imported materials required. PART 2 - MATERIALS 2.01 Subgrade Materials A. Strip and remove existing vegetation, debris, and other deleterious materials from proposed " building, court areas and pavement areas. Exposed surfaces should be free of mounds and depressions, which could prevent uniform compaction. B. Stripped materials consisting of vegetation and organic materials should be wasted from the site, or used to revegetate landscaped areas or exposed slopes after the completion of grading operations. If it is necessary to dispose of organic materials on -site, they should be placed in non- structural areas and in fill sections not exceeding 5 feet in height. 2.04 Fill Materials A. Clean on -site soils or approved imported materials may be used as fill material. B. Approved imported materials may be used as fill material and are suitable for use as compacted fill beneath interior or exterior floor slabs. Imported soils (if required) should conform to the following: Gradation Percent finer by weil:ht (ASTM C136) 3" 100 No. 4 Sieve 50-100 No. 200 Sieve 35 (max) Liquid Limit 30 (max) Plasticity Index 15 (max) Veteran's Plaza FINES SECTION 02511 —CRUSHER Page 13 of 4 Group Index 10 (max) PART 3 - EXECUTION 3.01 Site Clearing A. Where present, trees, bushes, and a minimum of topsoil will be removed from the site. The area will be graded to the required depth to accommodate the base and concrete or crusher fines thickness and provide a uniform slope at plus or minus one tenth of a foot (+0. P). 3.02 Site Preparation A. Strip and remove existing debris or other deleterious materials from proposed building areas. Exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. B. If unstable conditions develop, workability maybe improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. C. Temporary dewatering will be required for excavations approaching or in the groundwater. Use of time, fly ash, kiln dust, cement or geotextiles may be used as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. 3.03 Subgrade Preparation A. Subgrade preparation beneath interior and exterior slabs, and beneath other improvements shall comply with the recommendations of the Geotechnical Engineering Report. B. Required moisture content and compaction of subgrade soils shall be maintained until construction of the related improvement. C. The contractor shall alert the owner of soft spots or structures that could affect the stability of the slab or foundations. D. Subgrade compaction and moisture tests shall be performed by a qualified professional prior to installation of the related improvement. Defective work shall be corrected as directed by the Owner's Representative. 3.04 Soil Stabilization A. Refer to the recommendations of the Geotechnical Engineering Report for recommended soil stabilization techniques, if required. 3.05 Placement of Fill Material A. Placement of fill material shall comply with the Geotechnical Engineering Report. B. After required overexcavation is performed, the site should be initially graded to create a relatively level surface to receive fill, and to provide for a relatively uniform thickness of fill beneath proposed structures. C. Exposed areas, which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of 12-inches, conditioned to near optimum moisture content, and compacted. D. Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Fill material to Veteran's Plaza FINES SECTION 02511 -CRUSHER Page 14 of 4 - placed on the site shall be compacted to at least 95 percent of Standard Proctor Density ASTM D698. 1. On -site clay soils shall be compacted within a moisture content range of 1 percent below, to 3 percent above optimum. 2. Imported granular soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. E. Fills shall be placed in six inch (6") layers. In areas where proposed structures, courts and paving are proposed fill materials shall be compacted to ninety five percent (95%) standard density at optimum moisture. In areas where landscaping is proposed fill materials shall be compacted to ninety percent (90%) standard density at optimum moisture. END OF SECTION Veteran's Plaza FINES SECTION 02511 — CRUSHER Page 15 of 4 DIVISION 2 v -- i SECTION 02235 - TOPSOIL PART 1 - GENERAL 1.02 Work Included A. This work consists of stripping, salvaging and stockpiling topsoil, and excavating/redistributing topsoil from stockpiles to place on designated landscape areas. It shall include the placing of topsoil upon constructed cut and fill slopes after grading operations are completed. 1.04 Related Sections and Documents D. Section 02111 - Site Preparation and Conditioning E. Section 02301 — Earthwork F. Section 02950 — Planting, Soil Preparation and Finish Grading G. Geotechnical Engineering Report prepared by Terracon, dated March 14, 2001 PART2 PRODUCTS 2.01 MATERIALS A. Topsoil shall consist of loose friable loam free of subsoil, refuse, stumps, roots, rocks, brush, weeds, heavy clay, hard clods, toxic substances, or other material which would be detrimental to its use on the project. Topsoil shall consist of natural on -site ground cover. PART 3 EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. Remove sod and grass before stripping topsoil. B. Generally, the top six inches (6") of topsoil, within the limits of the project, shall be salvaged prior to beginning hauling, excavating, or fill operations by excavating and stockpiling the material at designated locations in a manner that will minimize sediment damage, and not obstruct natural drainage. Topsoil may be less than six inches (6") deep. Strip topsoil to whatever depths are encountered, or a maximum of six inches (6"), in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Remove subsoil and nonsoil materials from topsoil, including trash, debris, weeds, roots, and other waste materials. C. Soil stockpiles Veteran's Plaza FINES 1. Limit height of topsoil stockpiles to 10 feet. 2. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. 3. Grade and shape stockpiles to drain surface water. 4. Stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. 4. Cover to prevent windblown dust. SECTION 02511 - CRUSHER Page 16 of 4 5. Do not stockpile topsoil within tree protection zones. 6. Stockpile surplus topsoil to allow for respreading deeper topsoil. 7. Weeds shall be controlled on soil stockpiles remaining after 30 days. C. Topsoil shall be placed directly upon completed cut and fill slopes and other disturbed areas to be landscaped whenever conditions and the progress of construction will permit. D. Topsoil shall be placed to a minimum 5 inch thickness in turf areas and a minimum 4 inch thickness in non -turf areas. Topsoil shall be keyed to the underlying material by the use of harrows, rollers, or other suitable equipment. E. Water shall be applied to the topsoil as required in a fine spray by nozzles or spray bars so the topsoil areas will not be washed or eroded. END OF SECTION Veteran's Plaza FINES SECTION 02511 —CRUSHER Page 17 of 4 City Of Fort Collins PUrchasi 7 ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Financial Services Purchasing Division 215 N. Mason St. 2"" Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/Purchasing Description of BID 7204: Veterans Plaza at Spring Canyon Community Park OPENING DATE: 3:00 PM (Our Clock) March 3, 2011 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum. Exhibit 1 — Questions & Answers Exhibit 2 — Updated & Additional Specification Sections & Drawings Exhibit 3 — Terracon Geotechnical Engineering Report Dated June 3, 2005 Please contact John Stephen, CPPO, LEED AP, Buyer at (970) 221-6777with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 1 4. Where finished concrete will remain exposed, space joints regularly and hold to minimum both horizontally and vertically. E. Embeds: L Anchors, Inserts, Blockouts and Built-in Items: Securely fasten anchor bolts, inserts, form blockouts and other items built into concrete to formwork or hold in place with templates. Insertion into concrete after placement not allowed. a. Unless shown otherwise, anchor bolts shall be set perpendicular to the theoretical bearing surface. 2. Tolerances for Anchor Bolts and Other Embedded Items: a. Plus or minus 1/8 inch center -to -center of any two bolts within an anchor bolt group where an anchor bolts group is defined as the set of anchor bolts which receive a single fabricated steel shipping piece. b. Plus or minus '/< inch center -to -center of adjacent anchor bolt groups. c. Maximum allowable accumulation of % inch per hundred feet along the established column line of multiple anchor bolt groups, but not to exceed a total of I inch, where the established column line is the actual field line most representative of the centers of the as - built anchor bolt groups along line of columns. d. Plus or minus '/ inch from the center of any anchor bolt group to the established column line through that group. e. The tolerances of above paragraphs apply to offset dimensions shown on the Drawings, measured parallel and perpendicular to the nearest established column line for individual columns shown on the Drawings to be offset from established column lines. f. Other embedded items or connection material supplied by others for embedment in concrete shall be set in accordance with the tolerance requirements of the AISC Code of Standard Practice. 3.04 Joints A. General: 1. Use construction joints at temporary stopping of concrete placement or as indicated on Drawings. 2. Submit locations of joints desired for construction to Owners Rep for acceptance. B. Slabs on Grade: 1. Locate construction joints and control joints as indicated on Drawings. 2. Place joint forms in straight line flush with finished surface and in accordance with manufacturer's recommendations. 3. Wire bottom alignment slots and bottom of key to metal support stakes. 4. Do not extend reinforcement through joint form unless so noted on Drawings. 5. Coordinate joint locations with scored joints where indicated on Drawings. 3.05 Form Coating A. Coat surface of formwork prior to each pour. B. Apply in accordance with manufacturer's recommendations. C. Apply coating prior to placing of reinforcement. D. Promptly remove excess coating material. SECTION 03100 -CONCRETE FORMS AND ACCESSORIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 28 SECTION 02240 - WATER CONTROL PART 1 - GENERAL 1.0lSection Includes A. Dewatering and controlling groundwater and surface water during construction. 1.02Related Sections A. Section 02321 — Trenching, Backfilling, and Compacting 1.03Submittals A. Submit water control plan and receive acceptance from the Owner prior to initiating construction work. The water control plan shall include the location, height, and type of construction for all water control measures, including temporary dams or flow rerouting schemes. The plan must also include a schedule showing the location and duration of anticipated pumping, etc. The water control plan shall not create conditions where property outside of the construction limits is damaged, otherwise, the Contractor will be liable for any and all damages resulting from the deficient plan. A groundwater discharge permit is required from the State of Colorado and must be obtained prior to the start of construction. It will take approximately 45 days to obtain this permit from the State. PART 2 - PRODUCTS 2.O1General Implement the water control plan by using on -site natural materials or manufactured products and equipment as approved by the Engineer. PART 3 - EXECUTION 3.O1General A. Provide and maintain control of water from all sources during construction and provide sufficient labor and equipment to remove and properly dispose of water entering excavations or other parts of the work. Dewatering shall insure dry excavations and preserve the final lines and grades of excavations or trenches. Methods may include well points, sump pumps, replacement rock or gravel installed below the required bedding to facilitate drainage and pumping operations, temporary pipe lines, or other appropriate means. B. The Contractor shall expect to encounter groundwater while performing the work and to be responsible for controlling it so that the work may be accomplished. C. Temporary berms and dams may be allowed as an aid in controlling water in work area. The design, placement, permitting, and safety of these features is entirely the Contractor's responsibility. All excavations made as part of water control operations shall be backfilled and compacted in compliance with Section 02321. D. The Contractor shall be aware that flooding is possible in the work area. By submitting a bid, the Contractor acknowledges that he has investigated the risk of flooding associated with a 100-year flood and more frequent events and assumes all risks associated with these events. The Contractor shall conduct his construction operations in a manner such that the extent of flooding damage from these events is not aggravated by his activities, including but not limited to raising water levels and spatially diverting flow. Any damage done by such storm flows to the work shall be repaired by the Contractor at his expense. Engineer will provide hydrologic rainfall data from reference file if available and if requested by the Contractor, but the Engineer will not design any temporary features. Veteran's Plaza FINES SECTION 02511 -CRUSHER Page 18 of 4 3.02Water Quality A. The Contractor is responsible for collecting and disposing of groundwater and surface water from the construction site in an appropriate and legal manner. The Contractor shall comply with all federal, state, and local regulations pertaining to disposal of such water. The water control plan shalt include appropriate methods for limiting the sediment load discharged or flowing to an off - site location to a level acceptable to the property owner or regulator of the receiving waters. A groundwater discharge permit is required from the State of Colorado. END OF SECTION Veteran's Plaza FINES SECTION 02511 — CRUSHER Page 19 of 4 SECTION 02301 - EARTHWORK PART 1 - GENERAL 1.01Summary A. Provide earthwork as shown and as specified. This work shall consist of excavation, embankment fill, disposal of excess material, shaping, and compaction of all material encountered within the limits of work, including excavation and backfill for structures. The excavation shall include, but is not limited to, the native soils which must be excavated for the project work. All work shall be completed in accordance with these Specifications and the lines and grades on the Drawings. All excavation will be classified, "unclassified excavation", or "muck excavation" or "rock excavation", as hereafter described. All embankment will be classified "embankment material" as hereafter described. 1.02Related Sections A. Section 02111 — Site Preparation and Conditioning B. Section 02321 — Utility Trenching, Backfill, and Compacting 1.03Definitions A. Unclassified Excavation shall consist of the excavation of all materials on site to final grades, excluding the bid items included in Section 62301. Excavation of unsuitable material will only be paid for if it is found to be unsuitable in its original state. B. Muck Excavation shall consist of the removal and disposal of mixtures of soils and organic matter not suitable for foundation material and replacement with approved material. Material damaged due to rain or weather will not be paid for as Muck excavation and is entirely the responsibility of the CONTRACTOR. C. Rock Excavation shall consist of igneous, metamorphic and sedimentary rock which cannot be excavated without the use of rippers, and all boulders or other detached stones each having a volume of 1/2 cubic yard or more, as determined by physical or visual measurement. It shall also include replacement with approved material as required. D. Embankment (Complete in Place): shall consist of placing all excavated material, except material being hauled and disposed, as embankment and compacted to final grades as specified in the Contract Documents and on the Drawings. 1.04Submittals A. Test Reports: Submit reports for laboratory and field tests required under "Testing" article. Test reports for footing, slab, and pavement subgrades shall be submitted prior to placing concrete or paving materials. Make submittals in accordance with Section 01330. 1.05Testing A. Contractor will arrange and owner shall pay for soil sampling and testing. Contractor shall extend full cooperation to Owner and testing agency in obtaining samples and performing tests. Where soil materials do not conform to type or density specified, soil shall be replaced or reworked to conform. The cost of the initial test will be paid by the owner, while all additional tests for replaced or reworked areas shall be paid for by the Contractor. 1.06Protection A. Protect existing improvements, utilities, trees and shrubs, and reference marks in accordance with Section 02321. 1.07Blasting A. Use of explosives is not permitted. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 20 of 4 PART 2 - MATERIALS 2.O1Soil Materials, General A. Soil materials shall be free of organic matter, debris, frozen soils, ice, and other objectionable materials. Rock particles larger than maximum size specified shall be removed prior to placement of soil. B. Select existing material from required excavations may be used for fill or backfill if it meets the specified material requirements. If necessary, furnish additional approved material from suitable off -site sources. C. Muck excavation shall also include the replacement of excavated muck with uniformly graded rock, riprap, on -site or imported soils, or other material whichever is most suitable for the specific situation encountered. The ENGINEER will determine which type of aggregate or other material which shall be used after observing the specific site conditions. 2.02Granular Fill, Bedding, and Backfill A. Select soils complying with ASTM D2487 soil classification groups GW (well -graded gravel), GP (poorly -graded gravel), SW (well -graded sand), or SP (poorly -graded sand). Aggregate shall pass a 3/4-inch sieve and not more than 35% shall be retained on a No. 10 sieve. Maximum 5% by weight shall pass a No. 200 sieve. 2.03Fill and Backfill A. Previously excavated soils, free of aggregate larger than 3 inches, and suitable for intended purpose PART 3 - EXEVUTION 3.OlPreparation A. Prepare site for work in accordance with Section 02111. Layout and stake work to be performed. 3.02General Excavation A. The excavation and embankment for the project work shall be finished to reasonably smooth and uniform surfaces. Variation from the subgrade plane shall not be more than .08 feet in soil or more than .08 feet above or .50 below in rock. Where bituminous or concrete surfacing materials are to be placed directly on the subgrade, the subgrade plane shall not vary more than 0.04 feet. Materials shall not be wasted without permission of the ENGINEER. Excavation operations shall be conducted so that material outside of the limits of slopes will not be disturbed. Prior to beginning grading operations in any area, all necessary clearing and grubbing in that area shall have been performed in accordance with Section 02111 of these Specifications. When the CONTRACTOR'S excavating operations encounter remains of pre -historic people's dwelling sites or artifacts of historical or archaeological significance, the operations, shall be temporarily discontinued. The ENGINEER will contact archaeological authorities to determine the disposition thereof. When directed, the CONTRACTOR shall excavate the site in such a manner as to preserve the artifacts encountered and shall remove them for delivery to the custody of the proper state authorities. Such excavation will be considered and paid for as extra work. B. For footings and foundations, take care not to disturb bottom of excavation. Excavate to final gradejust before concrete is placed. Trim bottoms to required lines and grades to leave solid, undisturbed base to receive granular fill, base course, or concrete as shown. 3.03Excavation for Embankments A. Unclassified: All excess suitable material excavated from the project site and not used for embankment shall be removed from the project site and become the property of the CONTRACTOR. Where material encountered within the limit of the work is considered Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 21 of 4 unsuitable for embankment (fills) on any portion of this project work, such material shall be excavated as directed by the ENGINEER and replaced with suitable fill material. All unsuitable excavated material from excavation consisting of any type of debris (surface or buried), excavated rock, bedrock or rocks larger than 6 inches in diameter and boulders shall be hauled from the project site and disposed of. Debris is defined as "anything that is not earth which exists at the job site". B. Muck: Where excavation to the finished grade section results in a subgrade or slopes of unsuitable soil, the ENGINEER may require the CONTRACTOR to remove the unsuitable materials and backfill to the finished graded section with approved material. Disposal of the material shall be at the CONTRACTOR's expense. Good surface drainage shall be provided around all permanent cuts to direct surface runoff away from the cut face. C. Rock: Unless otherwise specified, rock shall be excavated to a minimum depth of 0.5 feet below subgrade within the limits of the channel area, and the excavation shall be backfilled with material shown on the Drawings or as designated by the ENGINEER. Disposal of material and replacement with suitable approved material shall be at the CONTRACTOR's expense. 3.04Imbankment Construction A. Embankment construction shall consist of constructing all fill areas, including preparation of the areas upon which they are to be placed, and the placing and compacting of embankment material in holes, pits and other depressions within the project area. Only approved materials shall be used in the construction of embankments and backfills. Veteran's Plaza FINES Approved materials shall consist of clean on -site cohesive soils or approved imported soils. On - site cohesive soils are suitable for use as compacted fill provided the following recommendations are met: Excavation and Embankment will only be paid when a significant change in grade is required, as determined by the ENGINEER. Minor cuts and fills will be considered incidental to the work, and will not be paid for separately under this section. Percent Finer by Weight Gradation (ASTM C136) 1/2-Inch 100 3/8-Inch 70 — 100 No. 4 Sieve 50 — 100 No. 200 Sieve 60 (min • Liquid Limit 30 (min • Plasticity Index 615 (min) • In -Situ Coefficient of Permeability 1x10 cm/sec (max) On -site cohesive soils or imported soils should be placed and compacted in thin, horizontal lifts, not to exceed 8 inches in thickness (measured prior to compaction), using equipment and procedures that will produce recommended moisture contents and densities throughout the lift and embankment height. On -site or imported cohesive soils should be compacted within a moisture SECTION 02511 - CRUSHER Page 22 of 4 content range of optimum to 3% above optimum moisture content and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698). When embankment is to be placed and compacted on hillsides, or when new embankment is to be compacted against existing embankments, or when embankment is built 1/2 width at a time, the slopes that are steeper than 4:1 when measured longitudinally or at right angles to the adjacent ground shall be continuously benched over those areas where it is required as the work is brought up in layers. Benching shall be well keyed and where practical a minimum of 8 feet. Each horizontal cut shall begin at the intersection of the original ground and the vertical sides of the previous cuts. Material thus cut out shall be recompacted along with the new embankment material at the CONTRACTOR'S expense. The ground surface underlying all fills shall be carefully prepared by removing all organic matter, scarification to a depth of 8 inches and recompacting to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or - 2% prior to fill placement. Embankment material shall be placed in horizontal layers not exceeding 8 inches (loose measurement) and shall be compacted to 95% of the Maximum Standard Proctor Density (ASTM D698) at optimum moisture content + or - 2%. Effective spreading equipment shall be used on each lift to obtain uniform thickness prior to compacting. As the compaction of each layer progresses, continuous leveling and manipulating will be required to assure uniform density. A moisture density determination shall be made for each soil type encountered. Unless directed by the geotechnical engineer, the standard Proctor maximum dry density (ASTM D 698) shall apply. For embankments which serve as berms, the downstream portion shall be "keyed" into the subsurface soils a minimum of 3 feet to enhance the stability of the slope. Materials which are removed from excavations beneath the water table may be over the acceptable moisture content range and will require that they be dried out prior to reusing them. Cross hauling or other action as appropriate will be ordered when necessary to insure that the best available material is placed in critical areas of embankments, including the top 2 feet of all embankments. No additional payment will be made for cross hauling ordered by the ENGINEER. Frozen materials shall not be used in construction of embankments and embankments shall not be constructed on frozen materials. During the construction of the channels, the channel bottom shall be maintained in such condition that it will be well drained at all times. Excavation or Embankment (Fill), and Structural Backfill work either completed or in a stage of completion that is either eroded or washed away or becomes unstable due to either rains, snow, snow melt, channel flows or lack of proper water control shall be either removed and replaced, recompacted or reshaped as directed by the ENGINEER and in accordance with the Drawings and Specifications at the CONTRACTOR's sole expense. Removed unsuitable materials shall be hauled away and disposed of at the CONTRACTOR'S expense. Placing of replacement materials for removed unsuitable materials shall be purchased, placed and compacted at the CONTRACTOR' expense. Proofrolling with a heavy rubber tired roller will be required, if designated on the Drawings or when ordered by the ENGINEER. Proof rolling shall be done after specified compaction has Veteran's Plaza SECTION 02511 - CRUSHER FINES Page 23 of 4 been obtained. Areas found to be weak and those areas which failed shall be ripped, scarified, wetted if necessary, and recompacted to the requirements for density and moisture at the CONTRACTOR's expense. Proof rolling shall be done with equipment and in a manner acceptable to the ENGINEER. Proof rolling as shown on the Drawings or as ordered by the ENGINEER shall not be measured and paid for separately, but shall be included in the unit prices bid for the work. 3.05Excavation and Backfill for Structures A. Poor foundation material for any of the work shall be removed, by the CONTRACTOR, as directed by the ENGINEER. The CONTRACTOR will be compensated for removal and replacement of such materials in accordance with Muck Excavation. The CONTRACTOR is cautioned that construction equipment may cause the natural soils to pump or deform while performing excavation work inside and on footings, structural floor slabs, or other structure foundation areas. Foundation materials which are: a) saturated by either surface or subsurface flows due to the lack of adequate water control or dewatering work by the CONTRACTOR; b) frozen for any reason; or, c) that are disturbed by the CONTRACTOR's work or caused to become unacceptable for foundation material purposes by means of the CONTRACTOR's equipment, manpower, or methods of work shall be removed and replaced by the CONTRACTOR at his expense. Dewatering should not be conducted by pumping from inside footing, structural floor slab, or other structure foundation limits. This may decrease the supporting capacity of the soils. Care should be taken when excavating the foundations to avoid disturbing the supporting materials. Excavation by either hand or careful backhoe soil removal, may be required in excavating the last few inches of material to obtain the subgrade of any item of the concrete work. Any over -excavated subgrades that are due to the CONTRACTOR's actions, shall be brought back to subgrade elevations by the CONTRACTOR and at his expense in the following manner: 1. For over -excavations of 2 inches or less, either: Backfill and compact with an approved granular materials; backfill with 1/2 inch crushed rock; or fill within concrete at the time of the appurtenant structure concrete pour. 2. For over -excavations greater than 2 inches, backfill and compact with an approved granular material. All granular footings, structural floor slabs, or other structure areas shall be compacted with a vibratory plate compactor prior to placement of concrete, reinforcing, or bedding materials. B. Backfill, and fill within 3 feet adjacent to all structures and for full height of the walls, shall be selected non -swelling material. It shall be granular, well graded, and free from stones larger than 2 inches. Material may be job excavated, but selectivity will be required as determined by the ENG WEER. Refer to the Plans for job specific requirements. Stockpiled material, other than topsoil from the excavation shall be used for backfilling unless an impervious structural backfill is specified. The backfill material shall consist of either clean on -site granular materials free of stones larger than 2 inches in diameter with no more than 20% passing the No. 200 sieve, or equivalent imported materials. All backfill around the structures shall be consolidated by mechanical tamping. The material shall be placed in 6-inch loose lifts within a range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density (ASTM D698) for sand soils, or to 75% relative density as determined by the relative density of cohesionless soils test, ASTM D4253. When specified on the Drawings or as required by the ENGINEER, Class I structural backfill shall meet the following gradation requirements: Veteran's Plaza FINES SECTION 02511 — CRUSHER Page 24 of 4 % by Weight Passing Sieve Size Square Mesh Sieves 2-Inch 100 No. 4 30 — 100 No. 50 10 — 60 No. 200 5 — 20 In addition, this material shall have a liquid limit not exceeding 35 and a plasticity index of not over 6. Impervious structural backfill, where shown or specified, shall consist of material having 100% finer than 2 inches in diameter and a minimum of 30% passing a No. 200 U.S. Standard Sieve. The material shall be placed in 6-inch loose lifts within a range of 2% above to 2% below the optimum moisture content and compacted to 95% of Maximum Standard Proctor Density for cohesive soils as determined by ASTM D698. 3.06Trenching A. Prepare Excavate trenches so that pipe can be laid safely and accurately to required line and grade. Hand excavate for bells, fittings and projections to allow for proper jointing and to insure that pipe rests evenly along barrel and is not resting on bell. B. In sand and gravel soils, bottom of trench may be shaped to fit bottom 1/3 of pipe. In silt or clay soils, bottom of trench shall be 4 in. below pipe barrel and 3 in. below bell. Under foundations and footings, bottom of trench shall be 8 in. below pipe. Bedding will be uniformly graded material conforming to CDOT #67 granular bedding unless otherwise noted on the Drawings or as approved by the Engineer. 3.07Unauthorized Excavation A. Unauthorized excavation consists of removal of materials beyond indicated elevations or side dimensions without specific direction of Engineer. Unauthorized excavation, as well as remedial work, shall be at Contractor's expense. Notify Owner if unauthorized excavations are made. B. Backfill and compact unauthorized excavations as specified for authorized excavations of same classification, unless otherwise directed. 3.08Stability of Excavations A. Maintain sides and slopes of excavations in a safe condition until completion of backfilling. Slope sides of excavations to angle of repose of material excavated; otherwise, shore and brace where sloping is not possible either because of space restrictions or stability of material excavated. Comply with applicable codes and ordinances. 3.09Dewatering A. Perform earthwork in a manner to prevent surface water and ground water from flowing into excavations. Promptly remove water from excavations using pumps, sumps, and dewatering system components necessary to convey water away from excavations. If underground springs are encountered, notify Owner before proceeding. 3.10Stockpiling A. Stockpile excavated materials meeting the requirements for fill and backfill where directed until required for the work. Place, grade, and shape stockpiles for proper drainage. Locate stockpiles a sufficient distance from edge of excavations to prevent such material from falling or sliding into Veteran's Plaza FINES SECTION 02511 — CRUSHER Page 25 d 4 excavations and to prevent cave-ins. 3.11Cold Weather Protection A. Protect excavation bottoms against freezing when atmospheric temperature is less than 35°F by covering with dry insulating materials of sufficient depth to prevent frost penetration. 3.12Grading A. Grade area within project limits by cutting and/or filling as necessary to achieve lines and grades shown. Grade areas adjacent to structure lines to drain away from structure to prevent ponding. Finish surface to be reasonably smooth and free from irregular surface changes. Tolerance for areas to receive topsoil shall be 0.3 ft above or below established grade, less allowance for topsoil. Tolerance for areas to be paved shall be 0.1 ft above or below established pavement subgrade. Tolerance for turf areas shall be 0.025 as per Owner. 3.13Disposal of Excess and Waste Materials A. Remove excess excavated material, trash, debris, and other waste materials and legally dispose of them off -site. 3.14Field Quality Control A. Moisture and density tests are required and are the responsibility of the Contractor and shall be performed by a private Geotechnical Consultant. Contractor is responsible for all coordination of testing. Owner will pay for first test while additional testing shall be paid for by contractor. The following minimum tests should be expected to be performed. 1. Embankment subgrade — 1 per 500 lineal feet. 2. Embankment fill — 1 per 500 lineal feet of embankment alternating leftand right of centerline or as directed by the geotechnical engineering, ENGINEER, or OWNER. 3. Compaction tests, as specified above, shall be performed for each vertical foot of compacted embankment. B. Field tests will be conducted to determine compliance of moisture/density testing methods with specified density in accordance with ASTM D2922. C. Test results shall be submitted to the Engineer by the Contractor or the Geotechnical Consultant for approval by the Owner prior to acceptance of the pipeline and shall be made available on the day of the test. D. All failed test areas shall be recompacted and retested at Contractor's expense. E. All compacted material shall be within 2% (+/-) of the optimum moisture content of the soil as determined by ASTM D698. Water shall be added to the material, or the material shall be harrowed, disced, bladed, or otherwise worked to ensure a uniform moisture content as specified. F. Sect Final topography and/or cross -sections will be surveyed of areas that are to finished grade and compared to the design section for accuracy. Final grade shall match design grades within the tolerances discussed in PART 3 EXECUTION. PART 4 - SCHEDULES k.OlCompaction Schedule (unless otherwise stated on the drawings or Other Specifications Lift Location Thickness Compaction Compaction('-) Below foundations, slabs, pavements, walks, and other 6" 95% designated areas Veteran's Plaza FINES SECTION 02511 —CRUSHER Page 26 of 4 Unpaved areas 15 feet or less outside structure line 8" 95% Embankments and berming 8" 95% Unpaved areas more than 15 feet outside structure line 12" 90% (')Place manually compacted materials in maximum 4-inch layers. (') Percent of maximum density determined in accordance with ASTM D1557 (Modified Proctor test). END OF SECTION Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 27 of 4 E. Remove coatings of dust from contact surfaces of forms prior to depositing concrete. 3.06 Removal of Forms A. Removal of Forms: Comply with ACI 301 and the following. Remove forms only in manner to insure safety of structure. 1. Formwork not supporting weight of concrete such as sides of beams, walls, columns and similar parts of the Work, may be removed after cumulatively curing at not less than 50 degrees F for 24 hours after placing concrete provided the concrete is sufficiently cured to be undamaged by form removal operations and provided that supplementary curing and protection is provided for the exposed concrete. a. Coordinate timing of form removal with curing requirements for concrete with architectural finishes specified in Section 03300. For exposed concrete with architectural finish, strip entire surface without break to ensure uniform curing. 2. See also Cold Weather requirements in Section 03300. 3.07 Reuse A. Clean form material suitable for reuse before erection. Form material will not be acceptable for reuse, if in opinion of the Architect, it will not produce finished surface required by these specifications or called for on Drawings. B. Reused forms not allowed for architectural concrete. END OF SECTION SECTION 03100 — CONCRETE FORMS AND ACCESSORIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 29 SECTION 02321 - TRENCHING, BACKFILLING, AND COMPACTING PART 1 - GENERAL 1.0lSection Includes A. General cleaning and grubbing, excavation, bedding construction, filling, grading and surface restoration associated with installing subsurface pipes of various types. 1.02Related work A. Sheets E1-E3 —Electrical Plan Sheets B. Sheet G1 --Grading Plan C. Section 02810 - Irrigation 1.03Notification of Utility Companies A. The Contractor shall notify all affected utility companies of his construction operations to coordinate his work regarding poles, wires, valve boxes, and other surface obstructions and to determine the location of gas, water -main, power, light, cable television, telephone or telegraph conduit or service connection thereto or any other subsurface structure that crosses or passes through the space occupied by any of the proposed improvements. The Contractor shall make arrangements with the utility companies for any relocation of interfering utilities. Owner has already made arrangements for relocation of known utility conflicts. Contractor shall be responsible for utility coordination after issuance of the Notice to Proceed. Contractor shall coordinate work with the Construction Coordinator when scheduling activities related to utility relocations. 1.04Protection A. Sheeting and Shoring: The CONTRACTOR shall protect excavations by shoring, bracing, sheet piling, underpinning, or other methods required to prevent any excessive widening or sloughing of the trench which may be detrimental to human safety, to the pipe or appurtenances being installed, or to existing facilities or structures. The latest requirements of OSHA shall be complied with at all times including trenching and confined space entry requirements. The CONTRACTOR shall be responsible for underpinning adjacent structures which may be damaged by excavation work, including service utilities and pipe chases. B. Weather and Frost: The CONTRACTOR shall protect bottom of excavations and soil adjacent to and beneath foundations from frost. I. Do not place backfill, fill, or embankment on frozen surfaces. 2. Do not place frozen materials, snow, or ice in backfill, fill, or embankments. 3. Do not deposit, tamp, roll, or otherwise mechanically compact backfill in water. C. Drainage and Groundwater: The excavation shall be graded to prevent surface water run-off into trench or excavation. 1. Maintain excavations and trench free from water during construction. Veteran's Plaza FINES 2. Remove water encountered in the trench to the extent necessary to provide a firm subgrade, to permit joints to be made in the dry, and to prevent the entrance of water into the pipeline. 3. Divert surface runoff and use sumps, gravel blankets, well points, drain lines, or other means necessary to accomplish the above. SECTION 02511 -CRUSHER Page 28 of 4 4. Maintain the excavation or trench free from water until the structure, or pipe to be installed therein, is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. 5. Water shall be prevented from entering into previously constructed pipe. 6. The pipe under construction shall not be used for dewatering. PART 2 - PRODUCTS 2.01Concrete A. Cast -in -place concrete shall be in accordance with Section 03300. 2.02Mortar A. Mixture of mason sand, water, Portland cement and masonry cement as follows: Portland cement - ASTM C150, Type I, IS or II Masonry cement - ASTM C91, Type Il Water - Free of oil, acid, excess alkalinity, organic matter, and salts Sand - 100% passing No. 8, 15 to 35% passing No. 50, and 2 to 10% passing No. 100 2.03Granular Bedding A. Pipe shall be bedded in a uniformly graded material conforming to CDOT #67 granular bedding unless otherwise noted on the Drawings or as approved by the Engineer. Well -Graded Sand Sieve Size Total Percent Passing by Weight 3/8inch 100 No. 4 95 — 100 No. 8 80 — 100 No. 16 50 — 85 No. 30 25 — 60 No. 50 10 — 30 No. 100 2 — 10 Squeegee Sand Sieve Size Total Percent Passing by Weight 3/8Inch 100 No. 200 0 — 5 CDOT #67 Sieve Size Total Percent Passing by Weight 1 Inch 100 3/4 Inch 90 — 100 3/8 Inch 20 — 55 No. 4 0 — 10 No. 8 0-5 Veteran's Plaza SECTION 02511 — CRUSHER FINES Page 29 of 4 Cement Sand Sieve Size Total Percent Passing by Weight 3/8 Inch 100 No. 4 90 — 100 No. 108 70 — 100 No. 20 50 — 85 No. 50 25 — 50 No. 100 8 — 30 No. 140 0 — 15 No. 200 0-5 2.04Replacement Material (Stabilization Material) A. Material used as stabilization in locations where the CONTRACTOR has been directed to muck excavate shall conform to the following "Foundation Material' gradation(s). The material shall be uniformly graded''/" or 1 %z" rock. CDOT #467 Sieve Size Total Percent Passing by Weight 2-1/2 Inch --- 2 Inch 100 1-1/2 Inch 90 — 100 1 Inch --- 3/4 Inch 35 — 70 A Inch 10 — 30 No. 4 0-5 CDOT #67 Sieve Size Total Percent Passing by Weight 1 Inch 100 3/4 Inch 90 — 100 3/8 Inch 20 — 55 No. 4 0 — 10 No. 8 0-5 2.05 Flowable Fill A. The approved mixture for Flowable fill is shown below: Veteran's Plaza FINES Ingredients: Pounds/Cubic Yard Cement 42 (.047 sack) Water 235 (39 gallons as needed) Coarse Aggregate (No. 57) 1700 Sand (ASTM C-33) 1845 The desired 28-day strength is 60 psi. The combination of material listed above or an approved equivalent may be used to obtain the desired Flowable fill. SECTION 02511 - CRUSHER Page 30 of 4 2.06 Backfill A. Backfill shall meet the following requirements: Use only backfill for trenches which is free from rocks, large roots, other vegetation or organic matter, and frozen material. No rocks greater than 3 inches in diameter shall be allowed. Backfill material shall be suitable for future pavement construction over all trenches. Cut -Off Walls: 1. Controlled Low Strength Material Backfill (Flo -Fill -- See Section 02321). PART 3 - EXECUTION 3.01Surface Obstructions A. Structures, sidewalk, driveways, curb and gutter, trees, shrubs, lawns, signs, fences, utilities, survey monuments, pavements, lawns, culverts, and other appurtenances which are adjacent to the right of way or work easements, shall be carefully protected against damage. In the event of damage or inadvertent injury or removal of these surface features by failure of the Contractor to exercise reasonable precautions or proper construction techniques, he shall bear the full cost and responsibility for resulting damages and shall replace or repair such damage as early as possible. No allowance for extra payment or time lost will be allowed for such interferences that the Contractor could have suspected or anticipated during site inspection and interpretation of the Contract Documents. B. Clearing, grubbing, and removal of all pavements, sidewalks, curbs, signs, poles, fences, etc., shall be done only as necessary for the completion of the work. Brush, trees, shrubs, concrete, rubble, and other removals which are not intended to be replaced shall be disposed of by the Contractor off the site of work. Burning of trees and brush is not permitted. C. Obstructions which are intended to be replaced shall be stored and protected by the Contractor. Fences, signs, mailboxes, trees, shrubs, and similar features requiring removal, shall be restored to their original position except where permanent removal is indicated. D. Monuments for land surveys encountered in the path of work shall be carefully protected from movement. Should removal be necessary, the Contractor shall notify the Construction Coordinator in advance. The Contractor will set reference stakes and give notice that the monument can be removed. The Contractor will reset the monument after backfilling and settling at no cost to the Owner. The Contractor will also be held responsible for reestablishing monuments lost due to his negligence or failure to notify the Construction Coordinator. 3.02Subsurface Obstructions A. The approximate location and size of sewers, drains, culverts, irrigation pipes, gas mains, watermains, electric and telephone conduits and other underground structures shown on the drawings are based on records available to the Owner or surface markings indicating their existence. B. The Contractor shall use caution in excavating and trenching so that the exact location of underground structures, both known and unknown, may be determined; he shall be held responsible for the repair of such structures when broken or otherwise damaged during construction. C. The Contractor shall make arrangements with the utility companies for any relocation of interfering utilities. D. When the Construction Coordinator permits the Contractor to make a change to avoid a utility relocation, the Construction Coordinator shall determine whether the change constitutes extra work as defined in the General Conditions. Veteran's Plaza FINES SECTION 02511 — CRUSHER Page 31 of 4 E. Any underground utilities or other structures that are located outside of the construction limits of this contract which the Contractor wishes to have moved to facilitate construction shall be arranged with the owner of such structures; the Contractor shall pay all costs of the accommodation and shall provide written authorization prior to any such activity. F. In the event that there is any question as to whether any of the above enumerated obstructions, underground utilities, or other structures cross or pass through the space occupied by the completed structures of this contract, the Construction Coordinator's decision shall be binding. G. During the construction of the pipelines, it may be necessary to cross under certain sewers, drains, culverts, water lines, gas lines, electric conduits, and other underground structures. Where necessary, the flow in drains or culverts shall be diverted so that the excavation may be kept dry during the progress of the construction work. Every effort shall be made to prevent damage to such underground structures. Wherever such structures are disturbed or broken, they shall be restored to existing or better condition at no additional cost to the Owner. H. The Contractor shall use sand or gravel backfill beneath said structures. This backfill shall be deposited and thoroughly compacted by mechanical means in layers not to exceed six inches in depth. 3.03Excavation A. Excavation shall be made in such a manner that the pipe can be laid safely and accurately to the line and grade shown. B. Topsoil shall be salvaged and reused as required. C. The depth of excavation shall extend from the ground surface to the bottom of the pipe bedding. Unnecessary excavation below this required level shall be backfilled at the Contractor's expense with compacted sand, gravel, crushed stone or concrete, as approved by the Construction Coordinator. D. The bottom of the trench must be dug to a depth of 4 inches minimum below the pipe barrel and bell, or as indicated on the Drawings. Bell holes must be hand excavated to allow for proper jointing, and to insure that the pipe rests evenly along the barrel and is not resting on the bell. E. Trench widths shall be limited at the top of the pipe to not less than a 6-inch clearance on either side of the barrel to allow for the free flow of bedding material between the pipe and the trench wall. Maximum trench width at the top of the pipe shall be the outside pipe diameter plus 30 inches, except that the trench width need not be less than 30 inches. The trench above the top of the pipe may be sloped, stepped or vertical, to comply with state and federal regulations. F. No more than 150 feet of trench shall be left open at any time. The entire trench shall be backfilled to within 50 feet of the open trench upon conclusion of each day's work. The trench shall not be backfilled until the pipe installation is reviewed by the ENGINEER. Trench shall be backfilled within 100 feet of the pipe installation at all times. Provide construction fence barricades around open trenches and pits when unattended. Veteran's Plaza FINES Maintain access to residences, commercial enterprises and municipal facilities at all times. Intersecting streets, private drives, and alleys shall be open to local traffic at end of each day, unless otherwise permitted by the Owner. Clean-up shall be maintained within 400 feet of the trench excavation. Prior to placement in the trench, all pipe, fittings, and appurtenances shall be cleaned and examined for defects by the CONTRACTOR. If found defective, the CONTRACTOR shall reject the defective pipe, fitting, or appurtenance. The CONTRACTOR shall advise the ENGINEER of all defective materials. All surplus excavation shall be placed, in an orderly manner. If material is stockpiled on private SECTION 02511 —CRUSHER Page 32 of 4 property, written permission must be obtained from the property owner and provided to the ENGINEER. All muck excavation, bedding, and pipe zone material shall be imported unless otherwise designated by the OWNER's geotechnical engineer. Upon completion of the work, all plants, rubbish, unused materials, concrete forms, and other like material shall be removed from the job site. The site shall be left in a state of order and cleanliness. H. Contractor shall follow the most current regulations concerning excavations set forth by OSHA, 29 CFR Part 1926. 3.04Rock Excavation A. Rock excavation shall be defined to include all hard, solid rock in ledges, bedded deposits, boulders, buried concrete structures not shown on the plans, and all natural conglomerated deposits so firmly cemented as to possess all the characteristics of solid rock. Removals of isolated masses less than 1/2 cubic yard which are not attached to larger masses will not be considered rock excavation. B. Firmly cemented sedimentary materials in the form of silt -stone, sandstone, shale, or conglomerate, shall be classified as rock if, after several blows with the pointed end of a standard pick applied to the flat surface, the material cannot be loosened, broken down, or penetrated. C. When the Contractor believes he has encountered what may be classified as rock excavation, he shall notify the Construction Coordinator who will test the degree of resistance, and make a final determination. D. The depth of rock excavation in a trench shall be a minimum of 6 inches below the pipe barrel to provide space for a sand or gravel bedding material. Bedding material shall be evenly spread, compacted, and shaped to conform to the pipe. E. Trench width in rock excavation shall not be less than that for ordinary excavation. Maximum trench width shall be the outside pipe diameter plus 18 inches for an unsheathed trench, and not to exceed the outside pipe diameter plus 30 inches for a sheathed trench. F. Blasting will not be permitted unless securing Construction Coordinator's approval, showing evidence of insurance specifically for such work, and demonstrating that the blasting will be conducted to protect adjacent existing or completed work, persons, and surrounding property. The hours of blasting may be fixed by the Construction Coordinator. Any damage caused by blasting shall be repaired or replaced at the Contractor's expense. The Contractor shall ascertain that the method of blasting will be in accordance with state and local ordinances. Any blasting shall be done only under the direct supervision of a certified blaster. 3.05Sheathing and Bracing A. Where it is necessary to protect nearby structures and pavements, or when the trench must be confined to allow for traffic flow, tight sheathing will be required. The Contractor to call the Construction Coordinator's attention to any unforeseen condition that requires the use of sheathing. Sheathing must be driven unless soil conditions allow the sets to be placed after excavating. If placed after excavating, the voids between the trench wall and sheathing must be immediately filled with sand. B. Removal of sheathing must not take place until the trench is backfilled. Flooding orjetting the trench shall be done after the sheathing is removed. C. The Construction Coordinator may approve, in writing, some or all of the sheathed sets to remain in place. Sheathing ordered left in place shall have the upper portion within 2 feet of a street surface cut off and removed. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 33 of 4 D. Spot braces, individual shorings spaced at various intervals along trench, portable trench boxes or sliding shields will be considered incidental to the cost of the pipe laying. 3.06Wet Trench Conditions A. The Contractor shall attempt to dispose of all groundwater or surface drainage seeping in the trench by employing ordinary dewatering techniques such as the use of sump pumps, dikes, etc. Allowing water to flow into the pipe being laid will not be permitted except in the case of a storm sewer where the joints have set. Water entering the installed pipe must flow through the pipe or be pumped out. The installed pipe shall not be used as a reservoir. A temporary stopper or plug must be installed on the upper end of each pipe being laid if there is danger of sand or debris being washed into the pipe. Do not place water so that it ponds on roadway subgrade or adjacent private property. B. Contractor shall follow provisions of Section 02140 Water Control, the approved Water Control Plan, and the Groundwater Discharge Permit. C. If the existing soil in the trench bottom is judged to be unsuitable by the Construction Coordinator after dewatering measures have been taken, a minimum of the top 6-inches of the subgrade shall be removed and replaced with stabilization material. 3.07Dewatering A. Contractor shall be responsible for maintaining a dry trench by ordinary dewatering techniques, well points, or other measures as approved in the Water Control Plan or by the Construction Coordinator during the course of work. B. If wells are utilized for dewatering, the wells shall be drilled, maintained, and abandoned in accordance with the requirements of the State of Colorado, Office of the State Engineer. 3.08Granular Base to Replace Poor Subsoil A. At any time material such as muck, sawdust, bark, or other material is encountered which would not form a suitable and permanent base, the Construction Coordinator shall be notified to decide if it should be removed and replaced with suitable granular bedding or stabilization material. The sand or gravel base replacement is to be compacted in 6-inch layers up to the bottom of the normal trench section. 3.09Granular Bedding A. Bedding material shall be placed from the trench bottom to the pipe spring line in accordance with the Drawings or as required by pipe material specifications. 3.10Backfilling with Existing Material A. Backfilling shall be accomplished immediately after installation of the pipe unless otherwise approved by the Construction Coordinator. B. Unless otherwise noted on the Drawings, initial backfill material over the pipe to a minimum depth of 1 foot above the pipe shall be granular bedding material or previously excavated granular soil reasonably free of large rock, organic matter, clay or other unsuitable material if approved by the Construction Coordinator. Trench backfill over the initial backfill zone may be previously excavated soil except as determined by the Construction Coordinator to be unsuitable. C. The initial backfill material over the pipe up to a minimum depth of one foot above the pipe shall be filled in by hand and well compacted over and around the pipe with hand tampers or mechanical means to the proper density. Special care shall be taken in placing and tamping the initial backfill material so the alignment and grade of the pipe will not be disturbed nor the pipe damaged. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 34 of 4 D. When backfilling in frozen material, the Contractor shall cover the pipe and tamp the backfill around the pipe using only loose thawed material. No frozen material shall be placed in the trench. All frozen material shall be kept from around manholes and other structures. 3.11Granular Backfill A. Granular backfill shall be provided by the Contractor and placed in the trench when the excavated material is unsuitable for backfill or when ordered by the Construction Coordinator. Bank run gravel may be used provided the initial backfill zone (one foot above pipe) has been filled with acceptable granular bedding material. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 35 of 4 3.12Trench Compaction A. The pipe trench shall be backfilled to the limits as shown on the Contract Drawings. The backfill in all areas shall be moisture treated to within 2 percent of optimum moisture content (sand soils) or between optimum and 3 percent over optimum moisture content (clay soils), processed to a uniform consistency, placed in 8 inch maximum loose lifts, and compacted by vibrating, tamping, or a combination thereof to 75% relative density for sand material as determined by the relative density of cohesionless soils test, ASTM D4253, or to 95% of the Maximum Standard Proctor Density for cohesive soils as determined by ASTM D698. Where cement sand is utilized, compaction may be achieved using at least 5 passes of a heavy, walk behind or self-propelled, vibratory mechanical compactor. Prior to compaction, sand soils shall be brought to within 2 percent of the optimum moisture content, and clay soils shall be processed to between optimum and 3 percent above optimum moisture content for soil compacted according to ASTM D698. All backfill shall be brought up to equal height along each side of the pipe in such a manner as to avoid displacement. Backfill material shall be distributed in 6-inch maximum lifts over the full width of the trench. Wet, soft or frozen material, asphalt chunks, or other deleterious substances shall not be used for backfill. If the excavated material is not suitable for backfill, as determined by the ENGINEER, suitable material shall be hauled in and utilized and the rejected material hauled away and disposed of. Backfilling shall be conducted at all times in a manner to prevent damage to the pipe or its coating and shall be kept as close to the pipe laying operation as practical. Backfilling procedures shall conform to the additional requirements, if any, of appropriate agencies or private right-of-way agreements. 3.13Restoration A. Unsurfaced Areas: All surface cuts shall be, as a minimum, restored to a condition equal to that prior to construction. B. Surfaced Areas: All surface cuts shall be, as a minimum, restored to a condition equal to that prior to construction. All gravel or paved streets shall be restored in accordance with the regulations and requirements of the agency having control or jurisdiction over the street, roadway, or right-of-way. C. Grassed or Landscaped Areas: In landscaped or agricultural areas, topsoil, to a depth of 12 inches, shall be removed from the area of general disturbance and stockpiled. After installation of all pipelines, appurtenances and structures and completion of all backfill and compaction, the stockpiled topsoil shall be redistributed evenly over all disturbed areas. Care should be taken to conform to the original ground contour or final grading plans. 3.14Disposal of Surplus or Undesirable Material A. Surplus material shall include all excavation that is more than the amount needed for backfilling or is undesirable for backfilling. B. The Contractor shall find his own disposal sites, remove and load excess material, haul, and dispose of material. Such material shall become property of the Contractor. Measurement and payment will not be made separately but will be incidental to other Bid Items. 3.15Field Quality Control A. Moisture and density tests are the responsibility of the Contractor and shall be performed by a private Geotechnical Consultant. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 36 of 4 B. Field tests will be conducted to determine compliance of moisture/density testing methods with specified density in accordance with ASTM D2922. C. Test results shall be submitted to the Construction Coordinator by the Contractor or the Geotechnical Consultant for approval by the Owner prior to acceptance of the pipeline and shall be made available on the day of the test. D. Moisture/density tests shall be performed at a minimum of once every 200 linear feet, as measured along the pipe, or as determined by the Construction Coordinator. Tests shall be performed at a depth of two (2) feet above the top of the pipe bedding and in two (2) foot vertical increments up to finish grade. A minimum of one test shall be performed in the backfill and one at final grade. A minimum of one test shall be performed for each service line or lateral installation. E. Moisture/density tests in the vicinity of manholes shall be performed at a maximum of one (1) foot away from the manhole section. A test shall be performed in all four directions from the manhole (four tests total per set). A minimum of one set of tests shall be performed for every two (2) feet of backfill material. F. All failed test areas shall be recompacted and retested at Contractor's expense. G. All compaction shall be to a minimum of 95 percent (%) of the maximum Standard Proctor Density unless otherwise noted on the Drawings. H. All compacted material shall be within 2% (+/-) of the optimum moisture content of the soil as determined by ASTM D698. Water shall be added to the material, or the material shall be harrowed, disced, bladed, or otherwise worked to ensure a uniform moisture content as specified. END OF SECTION Veteran's Plaza FINES SECTION 02511 —CRUSHER Page 37 of 4 SECTION 03200 — CONCRETE REINFORCEMENT PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Reinforcing bars for cast -in -place concrete. B. Products Supplied But Not Installed Under This Section: 1. Reinforcing steel for masonry for Section 04810 Unit Masonry Assemblies. C. Related Sections: 1. Formwork: Section 03100 Concrete Forms and Accessories. 2. Concrete: Section 03300 Cast -In -Place Concrete. 1.02 References A. Reference Standards: Comply with listed reference standards except as modified by supplemental requirements on the Drawings or by these Specifications. 1. ACI 117-90 - Specifications for Tolerances for Concrete Construction and Materials. 2. ACI 301-99 - Specifications for Structural Concrete. 3. ACI 318-08 - Building Code Requirements for Structural Concrete, Parts 2 and 3. 4. ACI 503.1-92 - Standard Specification for Bonding Hardened Concrete, Steel, Wood, Brick and Other Materials to Hardened Concrete with a Multi -Component Epoxy Adhesive. 5. ANSUAWS D1.4-98 - Structural Welding Code - Reinforcing Steel. B. Guide References and Standard Practices: 1. SP-66(94) — ACI Detailing Manual. 2. MSP - Manual of Standard Practice of the Concrete Reinforcing Steel Institute, 2001, 27th edition. 1.03 Submittals A. Shop Drawings: Submit in accordance with Section 01330 1. Indicate size, configuration, pertinent dimensions, number, exact position, and spacing of reinforcement and exact location of openings, framing, and special conditions affecting work. 2. All shop drawings shall be original drawings produced by the subcontractor or supplier and shall not be reproductions of the Contract Documents. 1.04 Quality Assurance A. Qualifications: 1. Reinforcing Steel Suppliers: All reinforcing steel suppliers must meet the following qualifications in addition to any other requirements of the Project Manual. a. Business longevity under current business names of five years or more immediately prior to bidding this Project. b. Previous experience showing successfully completed projects of similar size and complexity as this project involving fabrication of reinforcing steel. c. Any change of reinforcing steel fabricator required as a result of failure to meet the above requirements shall be made at no additional cost to the Owner. SECTION 03200 - CONCRETE REINFORCEMENT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 30 DIVISION 2 SECTION 02511 - CRUSHER FINES _PART 1 -GENERAL _T- 1.01 Work Included A. Furnish and install: 1. Reject Crusher Fines. 2. Geotextile fabric. 1.02 Related Sections and Documents A. Section 02302: Earthwork. B. Section 02111: Site Preparation and Conditioning C. Section 02950: Planting, Soil Preparation, Finish Grading 4. Drawings and general provisions of the Construction Contract, and Division-1 Specification sections apply to work of this section. 1.03 Quality Assurance A. Source Quality Control: 1. Gravel Materials: Subject to inspection and acceptance. Provide source location and sample if requested prior to delivery to site. 2. Inspection will be made periodically during path installation, and at project completion and end of warranty period. 1.04 Submittals A. Submit sample of crusher fines as specified to the Owner's Representative for approval at least 48 hours prior to installation. 1.05 Delivery, Storage and Handling A. Stockpile delivered gravel near path location. B. Material will be inspected upon delivery to site. C. Immediately remove unacceptable material from site. 1.06 Project Conditions Veteran's Plaza FINES SECTION 02511 — CRUSHER Page 38 of 4 A. Visit site to determine existing conditions. B. Path construction to precede seeding and planting operations. PART 2-PRODUCTS 2.01 Materials A. Reject Crusher Fines. Color -light brown or tan. 1. 1/4" minus crusher fines gravel - 2 parts. 2. 3/16" crusher fines gravel - 1 part. 3. 1 1/2" pit run (for installation as needed for soft or low spots). B. Soil Stabilization/Weed Barrier Fabrics: 1. Geotextile Fabric: Made from non -woven polyester fibers mechanically bonded by needling. Fabric shall meet or exceed the following properties: Property Units Method Grab Strength (min.) 90 lbs. ASTMD-4632 Grab Elongation (min.) 70 lbs. ASTMD-4632 Trapezoidal Tear Strength (min.) 40 lbs. ASTMD-4533 Puncture Strength 50 lbs. ASTMD-3787 Mullen Burst Strength 140 lbs. ASTMD-3786 Submit sample and properties for approval prior to installation. PART 3 - EXECUTION 3.01 Inspection A. Visit site to determine existing conditions. B. Centerline of path to follow existing graded alignment per plans. Obtain Landscape Architect approval for any deviations. C. Grades: Verify grades of path to not exceed 5%. 3.02 Preparation A. Existing Utilities: Protect from damage any existing utilities in or near the project area. B. General: Do not perform work when existing site conditions will not provide satisfactory results. C. Clearing and Grubbing: Cut and remove woody or herbacious vegetation within the path area. Haul debris off -site. Veteran's Plaza FINES SECTION 02511 - CRUSHER Page 39 of 4 D. Scrape 3" - 6" deep trail bed T wider than ultimate trail width. Deposit soils from excavation on sides of trail. E. Grade subgrade level and compact with sheepsfoot roller to 95% optimum density, in accordance with AASHTO T-99. Contractor is not required to scarify and re -compact the next 6" below this sub -grade level. 1. Inspect exposed surface for unsuitable soil, areas of loose or soft soil, disturbed or moist soils. 2. Remove all soft, yielding subgrade material and backfill with 1 1/2" pit run. F. Excavated sections and adjacent areas shall be reasonably smooth, compacted, and free from irregular surface changes. No geotextile fabric shall be applied until subgrade is approved by Landscape Architect. 3.03 Installation A. Geotextile Fabric: 1. Do not use Geotextile Fabric under Crusher Fines in Dog Park. 2. Lay straight and even with trail width. Overlap fabric edges a minimum of 6" and pleat at trail curves. Staple fabric to trail bed. 3. Lay in sections so that substantially all fabric is covered by gravel by day's end, minimizing exposure to sun and elements. a.Landscape Architect will periodically inspect to assure approval of installation. B. Compacted Gravel Crusher Fines: Veteran's Plaza FINES 1. Spread thoroughly mixed portions of crusher fines gravel uniformly and in even stream along trail bed. a.Do not tear or move geotextile fabric. Use extreme care. 2. Rake gravel crusher fines to uniform 5%6" with 2% cross slope, per details. 3. Backfill excavation to ultimate trail edge with scraper spoils, using backfill to hold edge of gravel crusher fines in place. 4. Immediately roll gravel material and excavated area with self-propelled, vibratory roller of sufficient weight to compact crusher fines into smooth firm surface. Rolling shall continue until all material is firmly locked and keyed together. The appearance and surface shall be uniform with all ridges removed. Surface shall not vary more than 1/2" when measured with a ten foot straight edge applied parallel to the centerline. Correct any variation by loosening, reshaping and re -rolling. When finished, compacted trail shall be a minimum of 4" deep in all locations. a.In any areas where there are underground pipes, use extreme caution when compacting trail to protect pipe. Discuss alternative compaction methods with Landscape Architect prior to execution for approval if pipe hazard is anticipated. SECTION 02511 —CRUSHER Page 40 of 4 At completion of surfacing, remove excess spoils from along trail edge and deposit on site as directed by Landscape Architect. 6. Rake along all trail edges to ensure finished appearance and positive drainage away from trail and into new drainage structures or swales. Veteran's Plaza SECTION 02511 —CRUSHER FINES Page 41 of 4 3.04 Cleaning A. General: Contractor shall be responsible for daily removal of mud and debris from road surfaces on a daily basis. 1. Remove debris and excess materials from site. 3.05 Protection A. The Contractor shall be responsible for making a reasonable effort to protect the work from vandalism. If barricading or signage is necessary, the Contractor shall request such from the Owner. Owner shall provide any necessary barricading or signage. Any vandalism shall be brought to the attention of the Owner. END OF SECTION 02511 Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 42 of 105 SECTION 02375 — SITE ROCK WORK PART 1 - GENERAL 1.01 Section Includes A. The work of this section shall include excavation, grading and installation of site boulders placed at the locations shown on the Drawings. The materials to be used for the construction of such structures shall be as specified herein. Site Rock Work includes the following: 1. Boulder Walls 2. Landscape Boulders 1.02 Related Sections A. Section 02301 — Earthwork B. Section 02950 — Planting, Soil Preparation, Finish Grading PART 2-PRODUCTS 2.01 Materials A. Boulders: 1. Stone Type: Colorado Buff Sandstone 2. Approved Suppliers: a. The Rock Garden, 970-472-1115 b. Atkins Park Stone Quarries, 970-663-1920 c. Or approved equivalent. 2. Boulder sizes shall be as indicated on the drawings. Where plans do not specify specific sizes, sandstone boulder sizes shall range between 0.5 ton and 1.5 tons. An even mix of the full ranges of sizes shall be provided (not all 0.5 ton). PART 3 - EXECUTION 3.01 Handling A. Handling of the stone/boulders shall be carried out in such a way that the stones/boulders are not damaged or scarred. Damage stones/boulders may be rejected by the Owner. 3.02 Placement A. Placement of Boulders: 1. Place stone/boulders with flat side up and most attractive face (as determined by Owner's Representative) facing activity areas, unless otherwise noted or directed by the Owner's Representative. Boulder wall stone facing activity areas shall have vertical faces. 2. Vertical Joints: chisel, hammer or select appropriate stone as required to achieve joint widths where stone faces meet face to face, preventing retained soil from eroding through boulder wall. Stone chinking will not be allowed. Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 43 of 105 3. Horizontal Joints: Joints between horizontal courses of stone shall be level, unless otherwise noted. 4. Tolerance: Top of Boulder or Top of Wall elevations shall be within 0.1 of the designed elevation. Horizontal coursing 5. Bury approximately 1/3 the height of the stone/boulder, unless otherwise notes. 6. Locations and quantity shall be as indicated in the drawings. Final placement of stonelboulders shall be reviewed and approved on site by the Owner's Representative prior to placing paving, surfacing and landscaping in abutting areas 3.03 Clean Up A. Remove unneeded stone debris from the site. B. Clean dirt, debris, trash and other deleterious material from stone surfaces and surrounding areas. END OF SECTION Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 44 of 105 SECTION 02750 — CONCRETE PAVING PART 1-GENERAL 1.01 Included A. Bidding Documents and Information, Conditions of the Contract and Division 1 - General Requirements apply to the Work of this Section of the Specifications. B. Section Includes: 1. Sidewalks and plazas 2. Integrally Colored Concrete Pavement 3. Waterstop for Exterior Pavement 1.02 Related Sections: A. Section 03240 — Fibrous Concrete Reinforcing B. Section 07900 - Joint Sealers: Colored sealants for joints. C. Section 03300 — Cast -In -Place Concrete 1.03 References A. Geotechnical Engineering Report prepared by Terracon, dated March 14, 2001 B. American Concrete Institute: 1. ACI301 - Structural Concrete for Buildings. 2. ACI 305R - Hot Weather Concreting. 3. ACI 306R - Cold Weather Concreting. 4. ACI 316R -Recommendations for Construction of Concrete Pavements and Bases. C. American Society for Testing and Materials: t. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. 2. ASTM C979 - Pigments for Integrally Colored Concrete. 1.04 Submittals A. Submit product data and manufacturer's instructions for: 1. Pigments. 2. Curing compounds. J. Color Hardener and Release Agents. 4. Reinforcing and Concrete Mix Designs B. Samples: 1. Submit sample chip(s) of specified color(s) indicating pigment number(s) and required dosage rate(s). Submittals are for general verification of color and may vary somewhat from concrete finished in field according to Specifications. 2. Submit samples of imprinted concrete color samples. Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 45 of 1.05 1.05 Quality Assurance A. Perform work in accordance with ACI 301 and ACI 316R. B. Conform to ACI 305R during hot weather. C. Conform to ACI 306R during cold weather. D. Obtain materials from same source and maintain high degree of consistency in workmanship throughout Project. E. Installer Qualifications: Concrete shall be finished by firm with five years experience with work of similar scope and quality. F. Colored Concrete Field Samples: 1. Provide field sample under provisions of Section 01400. 2. At location on Project selected by Owner's Representative, place and finish 4 x 4 feet area demonstrating materials, workmanship, and curing method to be used throughout Project. 3. Retain samples of cements and aggregates used in mock-up for comparison with materials used in remaining Work. 4. Accepted field sample provides visual standard for work of Section. 5. Field sample may remain as part of Work. However, it can be removed when no longer required for comparison with finished work. 1.06 Delivery, Storage and Handling A. Pigments: Comply with manufacturer's instructions. Deliver pigments in original, unopened packaging. Store in dry conditions. 1.07 Project Conditions A. Colored Concrete Environmental Requirements: 1. Schedule placement to minimize exposure to wind and hot sun before curing materials are applied. 2. Avoid placing concrete if rain, snow, or frost is forecast within 24 hours. Protect fresh concrete from moisture and freezing. 1.08 Performance Requirements A. Pavement design and installation shall accommodate Light duty commercial vehicles and trash removal. PART2-PRODUCTS 2.01 Forms A. Forms may be either stationary or slip -form type. If slip forms are used, finished surfaces shall be of quality equal to that produced by stationary forms. B. Stationary forms shall be steel or -wood, free of distortion and defects, and of appropriate size and strength. Use flexible spring steel forms or laminated boards to form radius bends. Apply nonstaining, clear, paraffin -based form oil. Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 46 of 105 2.01 Concrete Mix A. Mix and deliver concrete in accordance with ASTM C94. . C. Mix Design: Concrete mix shall comply with the Geotechnical Engineering Report prepared by Terracon dated June 2, 2005. The Geotechnical Engineering Report is available D. Cement: Color shall be gray. E. Sand: Color shall be locally available natural sand. F. Admixtures: Do not use calcium chloride admixtures. 2.02 Reinforcement A. Reinforcement bars shall comply with ASTM A615, Grade 60. 2.03 Pigments for Integrally Colored Concrete: A. Manufacturer: I. Davis Colors manufactured by Davis Colors; phone 213-269-7311, or approved equivalent. 2. Substitutions: Comply with Section 01600 for substitution request procedures. B. Materials: Pigments shall contain pure, concentrated mineral pigments especially processed for mixing into concrete and complying with ASTM C979. C. Packaging: If pigments are to be added to mix at Site, furnish pigments in pre -measured Mix -Ready disintegrating bags to minimizejob site waste. D. Colors: a. Concrete mix shall contain the dosage rate of pigments indicated in the manufacturer's instructions. Dosage rate shall be based on weight of portland cement, fly ash, silica fume, lime and other cementitious materials but not aggregate or sand. Refer to the "Site Concrete Schedule" and to the site plans for locations of the various colors of concrete. 2.04 Coloring, Imprinting, Curing and Sealing Materials A. Bomanite Color Hardener (or approved equivalent): The concrete shall be colored with the following Color Hardener colors: Mock -Up 1 — "San Diego Buff', Mock -Up 2 — "Flagstone Brown", and the grade of the hardener shall be "Heavy Duty Grade". Owner's representative will select the preferred colors from the mock-ups 2.05 Accessories A. Curing Compound for Standard Grey.Concrete: Prokrete Apromulsion @ 50A, white or Acceptable Substitution. B. Curing Compound for Colored Concrete: Curing compound shall comply with ASTM 009 and be approved by pigment manufacturer for use with colored concrete. Provide W-1000 Clear Cure & Seal and Color Seal II tinted to match colored concrete and manufactured by Davis Colors. Color Seal If Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 47 of 105 2. Reinforcing Steel Installers: All reinforcing steel placing contracts must meet the following qualifications in addition to any other requirements of the Project Manual. a. Business longevity under current business names of five years or more immediately prior to bidding this Project. b. Previous experience showing successfully completed projects of similar size and complexity as this project involving placing of reinforcing steel. 1.05 Delivery, Storage and Handling A. General Requirements: Comply with Section 01600. B. Reinforcing Steel: Unload and store reinforcing steel to keep clean. Store on timber skids while awaiting use. PART 2-PRODUCTS 2.01 Reinforcing Steel A. Reinforcing Bars: ASTM A615, Grade 60 unless otherwise indicated. Conform to General Notes on Structural Drawings. 1. Masonry Reinforcement: ASTM A615, Grade 40 or 60 unless otherwise indicated. 2.02 Accessories A. Tie Wire: No. 14 or No. 16 gauge, black, soft iron wire. B. Wire Bar Supports and Spacers: Comply with CRSI MSP. Provide rigid support and clearances required in footings, walls, columns and flatwork. 1. Supported on Soil: Class 3. Provide earth -bearing plates. C. All -Plastic Bar Supports: Comply with CRSI MSP. Provide rigid support and clearances as indicated. Do not use where construction traffic over supported bar mats will be required. D. Bonding Agent: ASTM C881. Sika Corp. Sikadur 31, Hi -Mod Gel or approved substitute. PART') - EXECUTION 3.01 Examination A. Reinforcement: Provide ample notice to Architect to allow for review of completed concrete reinforcement before placing concrete. 3.02 Preparation A. Reinforcement: Clean prior to placing concrete to remove oil, soil, ice or other coatings that will destroy or reduce bond. 3.03 Placement A. General: Comply with General Notes on Structural Drawings and ACI 318. B. Bending: 1. Bend reinforcement cold. 2. Provide full-length bars, accurately bent to details. 3. Do not field bend bars partially embedded in concrete except as indicated on the Drawings or specifically permitted by the Architect. C. Placing: 1. Place reinforcement accurately and hold firmly in place before and during the placing of concrete. SECTION 03200 - CONCRETE REINFORCEMENT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 31 will only be used where indicated on the plans. If not specified on the plans, Clear Cure and Seal shall be used. B. Sealants: Joint sealers shall be type specified in Section 07920. Provide in color matching colored concrete. C. Forms: Wood, masonite or steel, profiled to site conditions. D. Joint Filler: Adjacent to Building and Other Areas Requiring a Sealant: Neoprene Sponge Rubber ASTM D1752 Type I, 1/2 inch thick, with strippable top. E. Other Joints: Asphalt impregnated fiberboard, ASTM D1751 1/2 inch thick by full depth of concrete. F. Welded Wire Fabric: ASTM A 185, plain; unfinished; 6 x 6 - W I A x W I A, unless otherwise indicated. G. Reinforcing Steel: ASTM A615; 40 ksi; deformed bars. H. Waterstop: Manufactured by Vinylex, Split Ribbed, Model Number RS66-38 PART 3 EXECUTION 3.01 Sample A. Provide a 4' X 4' sample of each proposed concrete color and finish for review by the Owner's Representative prior to placement of pavement. Obtain written authorization to proceed prior to placing remaining walk. The sample may become a part of the permanent work if approved by the Owner. If the sample is not approved, the Contractor shall remove the test section from the site and shall place another sample for approval. 3.02 Examination and Preparation A. Verify grades and elevations of base. Remove loose material from compacted subgrade. Proof -roll subgrade; give notice of unstable areas. Moisten subgrade to provide a uniformly damp condition. B. Verify compacted subgrade is ready to support paving and imposed loads. ASTM D698, Minimum Percent Compaction: 95 C. Moisten substrate to minimize absorption of water from fresh concrete. D. Set clean forms to required grades and lines, rigidly braced and secured. Sidewalks shall be minimum 5-inch thick, except provide minimum 8-inch thickness at Trash Compactor Slab in Maintenance Yard. D. Check tolerances as follows (slip form methods shall produce equivalent results): 1. Top of form: 1/8 inch in 10 feet 2. Alignment of vertical face: 1/4 inch in 10 feet E. Adjust manholes and utility structures to grade. 3.03 Forming A. Place and secure forms to correct location, dimension, and profile. B. Place expansion joints as shown on plans (Sheet St) C. Coordinate utility pads with respective Division 15 and Division 16 Contractors. D. Place joint filler between paving components and building or other appurtenances. E. Form for handicap accessibility at curbs and gutters as shown. 3.04 Placing Reinforcing A. Place'and support steel reinforcement as specified on details. Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 48 of 105 B. Reinforcement for concrete stairs shall be as shown on drawings. 3.05 Mixing Color Pigments A. Pigments: Mix in accordance with manufacturer's instructions. Mix until pigments are uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated. B. Schedule delivery of concrete to provide consistent mix times from batching until discharge. 3.06 Placing Concrete A. Place concrete in accordance with ACI 301 and Section 03050. B. Do not disturb reinforcement, embedded components, or formed joints during concrete placement. C. Place concrete continuously between predetermined construction joints. D. Apply curing compound on exposed concrete surfaces immediately after finishing. Apply in accordance with manufacturer's instructions. 3.07 Finishing A. Provide uniform joint patterns as shown on drawings, with dummy joints at 10 foot o.c. where not otherwise shown. Sawed joints should be cut within 24 hours of concrete placement, and should be a minimum of 25% of slab thickness. B. Sidewalks: Medium broom, radius edges and trowel joint. Remove joint tool marks so only vertical joint is visible. Heavy broom finish and scoring required by ADA at handicap access ramp and curb ramp locations C. Slope or cross slope walks and slabs to provide positive drainage. D. Broomed: Pull broom across freshly floated concrete to produce fine, medium texture in straight lines perpendicular to main line of traffic. Do not dampen brooms. 3.08 Joints A. Construct expansion, weakened -plane control (contraction), and construction joints straight with face perpendicular to concrete surface. Construct transverse joints perpendicular to centerline, unless otherwise detailed. B. Weakened -Plane Control or Contraction Joints: See plans. Construct control joints for depth equal to at least % of the concrete thickness, as follows: 1. Form sawed joints using powered saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut joints into hardened concrete as soon as surface will not be torn, abraded, or otherwise damaged by cutting action. C. Construction Joints: Place construction joints at end of placements and at locations where placement operations are stopped for period of more than % hour, except where such placements terminate at expansion joints. Constructjoints using standard metal keyway -section forms. D. Expansion Joints: Locate expansion joints at maximum of 180'-0" on centers maximum each way unless otherwise shown on the Construction Drawings. Provide premolded joint filler for expansion joints abutting concrete curbs, catch basins, manholes, inlets, structures, sidewalks, and other fixed objects. E. Joint Fillers: Extendjoint fillers full -width and depth ofjoint, and not less than % inch or more than l inch below finished surface where joint sealer is indicated. Furnish joint fillers in 1-piece lengths for full width being placed, wherever possible. Where more than 1 length is required, lace or clip joint filler sections together. Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 49 of 105 F. Joint Sealants: Joints shall be sealed with approved exterior pavement joint sealants and shall be installed in accordance with manufacturer's recommendations. 3.09 Damaged Work A. Concrete work shall be protected from damage as a result of settlement, vandalism, construction activity, or other causes. B. Cracked or otherwise damaged sidewalks shall be removed and replaced. 3.10 Curing A. Colored Concrete: Apply curing compound for colored concrete in accordance with manufacturer's instructions. 3.11 Color Tolerances A. Minor variations in appearance of colored concrete, which are similar to natural variations in color and appearance of unpigmented concrete, are acceptable. 3.12 Repair and Protection A. Repair or replace broken or defective concrete. Remove surface stains. Protect concrete from damage until Substantial Completion. B. Prior to final inspection, sweep concrete and wash free of stains, dirt, and other foreign material. END OF SECTION Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 50 of 105 Section 02810 -Irrigation Part 5: GENERAL Part 6: SCOPE Furnish all labor, materials, supplies, equipment, tools and transportation, and perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system, and guarantee/warranty as shown on the drawings, the installation details, and as specified herein. All work, material and execution must conform to City of Fort Collins Landscape and Irrigation Specifications. Items of work specifically included are: Part 7: Adhere to all City of Fort Collins Design Standards and Construction Specifications (2004). Part 8: Procurement of all applicable licenses, permits, and fees. Part 9: Coordination of Utility Locates ("Call Before You Dig"). Part 10: Connections to existing irrigation system. Part 11: Maintenance period. Part 12: Sleeving for irrigation pipe and wire. Part 13: RELATED WORK Part 14: Division 2 - Site Work: Part 15: Fine Grading and Soil Preparation. Part 16: Seeding. Part 17: Sodding. Part 18: .Trees, Plants and Ground Cover. Part 19: SUBMITTALS Part 20: Deliver four (4) copies of all required submittals to the Owners Representative within 15 days from the date of Notice to Proceed. Part 21: Materials List: Include pipe, fittings, mainline components, water emission components, control system components. Quantities of materials need not be included. Part 22: Manufacturers' Data: Submit manufacturers' catalog cuts, specifications, and operating instructions for equipment shown on the materials list. Part 23: Shop Drawings: Submit shop drawings called for in the installation details. Show products required for proper installation, their relative locations, and critical dimensions. Note Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 51 of 105 modifications to the installation detail. Part 24: Project Record Drawings: Submit project record (as -built) drawings to Owner prior to construction acceptance (refer to specification section 3.011 for specific requirements). Part 25: RULES AND REGULATIONS Part 26: Work and materials shall be in accordance with the latest edition of the National Electric Code, the Uniform Plumbing Code as published by the Western Plumbing Officials Association, and applicable laws and regulations of the governing authorities. Part 27: When the contract documents call for materials or construction of a better quality or larger size than required by the above -mentioned rules and regulations, provide the quality and size required by the contract documents. Part 28: If quantities are provided either in these specifications or on the drawings, these quantities are provided for information only. It is the Contractor's responsibility to determine the actual quantities of all material, equipment, and supplies required by the project and to complete an independent estimate of quantities and wastage. Part 29: TESTING Part 30: Notify the Owners Representative three days in advance of testing. Part 31: Pipelines jointed with solvent -welded PVCjoints shall be allowed to cure at least 24 hours before testing. Part 32: Subsections of mainline pipe may be tested independently, subject to the review of the Owners= Representative. Part 33: Furnish clean, clear water, pumps, labor, fittings, and equipment necessary to conduct tests or retests. Part 34: Operational Test: Part 35: Activate each remote control valve in sequence from controller. The Owners Representative will visually observe operation, water application patterns, and leakage. Part 36: Replace defective remote control valve, solenoid, wiring, or appurtenance to correct operational deficiencies. Part 37: Replace, adjust, or move water emission devices to correct operational or coverage deficiencies. Part 38: Replace defective pipe, fitting, joint, valve, sprinkler, or appurtenance to correct leakage problems. Cement or caulking to seal leaks is prohibited. Part 39: Repeat test(s) until each lateral passes all tests. Part 40: CONSTRUCTION REVIEW The purpose of on -site reviews by the Owners Representative is to periodically observe the work in progress and the Contractor's interpretation of the construction documents and to address questions with regards to the installation. Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 52 of 105 Part 41: Scheduled reviews such as those for irrigation system layout or testing should be scheduled with the Owners Representative as required by these specifications. Part 42: Impromptu reviews may occur at any time during the project. Part 43: Final review will occur at the completion of the irrigation system installation and Record (As -Built) Drawing submittal. Part 44: Completion services shall be conducted per the Install heads per specifications above and City of Fort Collins Design Standards and Construction Specification (2004). Part 45: GUARANTEE/WARRANTY AND REPLACEMENT The purpose of this guarantee/warranty is to insure that the Owner receives irrigation materials of prime quality, installed and maintained in a thorough and careful manner. Part 46: For a period of one year from commencement of the formal maintenance period, guarantee/warranty irrigation materials, equipment, and workmanship against defects. Fill and repair depressions. Restore landscape or structural features damaged by the settlement of irrigation trenches or excavations. Repair damage to the premises caused by a defective item. Make repairs within 48-hours of notification from the Owners= Representative. Part 47: Contract documents govern replacements identically as with new work. Make replacements at no additional cost to the contract price. Part 48: Guarantee/warranty applies to originally installed materials and equipment and replacements made during the guarantee/warranty period. Part 49: MATERIALS Part 50: QUALITY Use materials which are new and without flaws or defects of any type, and which are the best of their class and kind. Part 51 : SUBSTITUTIONS Part 52: Pipe sizes referenced in the construction documents are minimum sizes, and may be increased at the option of the Contractor. Part 53: SLEEVING Part 54: Install separate sleeve beneath paved areas to route each run of irrigation pipe or wiring bundle. Part 55: Sleeving material beneath pedestrian pavements shall be PVC Class 200 pipe with solvent weldedjoints. C900 or C905 pipe may be required for larger irrigation mainline sleeves. Contact Irrigation Designer for assistance. Part 56: Sleeving beneath drives and streets shall be PVC Class 200 pipe with solvent welded joints. C900 or C905 pipe may be required for larger irrigation mainline sleeves. Contact Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 53 of 105 Irrigation Designer for assistance. Part 57: Sleeving diameter: equal to twice that of the pipe or wiring bundle, but not smaller than 2-inches for pipe and 2-inches for control wires. Part 58: PIPE AND FITTINGS Part 59: Mainline Pipe and Fittings: Part 60: Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-13, ASTM Standard D1784, with an integral belled end. Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Part 61: Use rubber-gasketed pipe for mainline pipe with a nominal diameter greater than or equal to 3-inches and rubber-gasketed ductile iron fittings with lubricant approved by the pipe manufacturer. Use gasketed pipe equipped with Reiber Gasket System. Pipe fittings shall be ductile iron Part 62: Use solvent weld pipe for mainline pipe with a nominal diameter less than 3 inches or where a pipe connection occurs in a sleeve. Use Schedule 80, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564. Part 63: Lateral Pipe and Fittings: Part 64: Use rigid, unplasticized polyvinyl chloride (PVC) 1120, 1220 National Sanitation Foundation (NSF) approved pipe, extruded from material meeting the requirements of Cell Classification 12454-A or 12454-B, ASTM Standard D1784, with an integral belled end suitable for solvent welding. Part 65: Use Class 200, SDR-21, rated at 200 PSI, conforming to the dimensions and tolerances established by ASTM Standard D2241. Use PVC pipe rated at higher pressures than Class 200 in the case of small nominal diameters which are not manufactured in Class 200. Use UV radiation resistant Schedule 40, Type 1, PVC solvent weld fittings conforming to ASTM Standards D2466 and D1784 for PVC pipe. Use primer approved by the pipe manufacturer. Solvent cement to conform to ASTM Standard D2564, of a type approved by the pipe manufacturer. Part 66: For drip irrigation laterals downstream of control valves, use UV radiation resistant polyethylene pipe manufactured from Prime Union Carbide G-resin 7510 Natural 7 manufactured by Union Carbide or a Union Carbide Licensee with a minimum of 2% carbon black, and minimum nominal pipe ID dimension of 0.810" for 3/4 inch Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 54 of 105 pipe. Use PVC/compression line fittings compatible with the drip lateral pipe. Part 67: Specialized Pipe and Fittings: Part 68: Assemblies calling for pre -fabricated double swing joints shall utilize LASCO Unitized swing joints or approved equal. Swing joints shall berated at 315 psi, and use 0-ring and street elbow construction. Part 69: Low Density Polyethylene Hose: Part 70: Use pipe specifically intended for use as a flexible swing joint (funny pipe). Inside diameter: 0.490+0.010 inch. Wall thickness: 0.100+0.010 inch. Color: Black. Max. length: 3 feet Part 71: Use spiral barb fittings supplied by the same manufacturer as the hose. Part 72: Assemblies calling for threaded pipe connections shall utilize PVC Schedule 80 nipples and PVC Schedule 40 threaded fittings. Use only Teflon -type tape pipe joint sealant on plastic threads. Use nonhardening, nontoxic pipe joint sealant formulated for use on water -carrying pipes on metal threaded connections Part 73: SPRINKLER IRRIGATION COMPONENTS Part 74: Remote Control Valve (RCV) Assembly for Sprinkler Laterals: as presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Part 75: Sprinkler Assembly: As presented in the drawings and installation details. Use the sprinkler manufacturer's pressure compensating screens (Rain Bird PCS) to achieve 30 PSI operating conditions on each spray sprinkler and to control excessive operating pressures. Part 76: DRIP IRRIGATION COMPONENTS Part 77: Remote Control Valve (RCV) Assembly for Drip Laterals: As presented in the installation details. Use wire connectors and waterproofing sealant to join control wires to solenoid valves. Use standard Christy I.D. tags with hot -stamped black letters on a yellow background. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Part 78: Drip Emitter Assembly: Part 79: Barb -mounted, vortex and/or pressure compensating emitter device as presented in the installation details. Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 55 of 105 Part 80: Install emitter types and quantities on the following schedule: Part 81: Ground cover plant: I single outlet emitter each or 1 single outlet emitter per square foot of planting area, whichever is less. Part 82: Shnib: 2 single outlet emitters each. Part 83: Tree: 4 single outlet emitters per 2-3" tree, six single outlet emitters per 4" tree, eight single outlet emitters per 6" or greater tree. Multi -Outlet emitters may be used. Part 84: Install an access sleeve for each multiple -outlet emitter located in a turf or native area. Part 85: No V4-inch tubing allowed greater than 4 feet. Part 86: Flush Cap Assembly: as presented in the installation details. Locate at the end of each drip irrigation lateral pipe. Install a separate valve box over a 3-inch depth of 3/4-inch gravel for each assembly. Part 87: OTHER COMPONENTS Part 88: Tools and Spare Parts: Provide operating keys, servicing tools, test equipment, other items, and spare parts indicated in the General Notes of the drawings. Part 89: EXECUTION Part 90: INSPECTIONS AND REVIEWS Part 91: Site Inspections: Part 92: Verify site conditions and note irregularities affecting work of this section. Report irregularities to the Owners Representative prior to beginning work. Part 93: Beginning work of this section implies acceptance of existing conditions. Part 94: Contractor will be held responsible for coordination between landscape and irrigation system installation. Part 95: Landscape material locations shown on the Landscape Plan shall take precedence over the irrigation system equipment locations. If irrigation equipment is installed in conflict with the landscape material locations shown on the Landscape Plan, the Contractor will be required to relocate the irrigation equipment, as necessary, at Contractor=s expense. Part 96: Utility Locates ("Call Before You Dig"): Part 97: Arrange for and coordinate with local authorities the location of all underground utilities. Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 56 of 105 Part 98: Repair any underground utilities damaged during construction. Make repairs at no additional cost to the contract price. Part 99: Irrigation System Layout Review: Irrigation system layout review will occur after the staking has been completed. Notify the Owners Representative two days in advance of review. Modifications will be identified by the Owners Representative at this review. Part 1 OO: LAYOUT OF WORK Part 101: Stake out the irrigation system. Items staked include: sprinklers, pipe, control valves, manual drains, controller, and isolation valves. Part 102: Install all mainline pipe and mainline components inside of project property lines. Part 103: Pipes including mainline shall be located within a two -foot (2') offset from walks or curbs to maximize tree planting zones. Part 104: EXCAVATION, TRENCHING, AND BACKFILLING Part 105: Excavate to permit the pipes to be laid at the intended elevations and to permit work space for installing connections and fittings. Part 106: All lateral lines along property boundaries are to be installed 2-3 feet away from boundary and teed over for heads. This avoids any problems with neighboring owner's and possible fence installation. Part 107: Minimum cover (distance from top of pipe or control wire to finish grade): Part 108: 24-inch over mainline pipe and over electrical conduit. Part 109: 26-inch over control wire. Part 110: 18-inch over lateral pipe to sprinklers. Part 111: 12-inch over drip lateral pipe in turf or paved areas downstream of drip system control valves. Part 112: PVC UV radiation resistant lateral pipe shall be installed directly on the soil surface. Part 113: Backfill only after lines have been reviewed and tested. Part 114: Backfill with only screened and amended topsoil over sub -surface irrigation and per manufacturer's specifications. Part 115: Excavated material is generally satisfactory for backfill. Backfill shall be free from rubbish, vegetable matter, frozen materials, and stones larger than 2-inches in maximum dimension. Remove material not suitable for backfill. Backfill placed next to pipe shall be free of sharp objects which may damage the pipe. Stones larger than l-inch maximum dimension are not permitted in first (deepest) 6-inches of backfill. Part 116: If backfill material is rocky, the pipe shall be bedded in 2-inches of fill sarid covered by Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 57 of 105 2. Provide bar supports and spacers to place bars in the proper location and wire adequately at intersections to hold bars firmly in position while concrete is placed. 3. Project dowels adequately to provide Class B splice unless otherwise indicated. Wire bent dowels in place before pouring. 4. Tolerances: Comply with ACI 117. D. Concrete Cover: Provide the following minimum concrete cover over steel reinforcement, unless otherwise shown: 1. Footings: 3" 2. Foundation Walls: 2" 3. Tank Walls: 2" 4. Walls exposed to Earth: 2" 5. Walls to dry interior spaces: I" 6. Beams, Interior: 1-1/2" 7. Columns, interior: 1-1/2" 8. Slabs -on -grade, bottom: 3" 9. Slabs, surfaces exposed to dry interior spaces: '/" 10. Slabs exposed to water and wastewater: 2" E. Supports and Spacers: 1. Provide supports properly spaced and with sufficient strength to carry loads of reinforcing steel and deposited concrete without collapsing or allowing bars to sag. 2. Use support chairs or bolsters attached to formwork to support vertical curtains of wall reinforcement. Use material of proper size to provide specified cover for reinforcement. 3. Provide plastic coated or stainless steel protected bar supports and spacers where they will be in contact with concrete surfaces exposed to weather. 4. Do not use bar supports to support runways for concrete buggies or similar loads. 5. Brickbats or precast blocks used to support mats of bars only with acceptance of Architect. F. Lap Splicing: 1. Wherever it is necessary to splice reinforcement other than as indicated on Drawings, submit proposed splice locations to Architect for review and approval prior to construction. 2. Do not splice at points of maximum stress nor splice adjacent bars at same point. 3. Provide lap splice lengths as noted on the Structural Drawings. G. Grouting reinforcement bars: 1. Where shown, drill and grout reinforcement bars into existing concrete. Use pre -mixed non - shrink grout or expansive Portland cement grout consisting of two parts sand, one part Portland cement, and unpolished aluminum powder at rare of 4 grams per sack of cement, thoroughly dry mixed with cement. Grout shall be mixed as dry as practicable. Fill hole with grout and ram reinforcement bar into place. Remove excess grout from surface area. Proprietary non -shrink products shall be submitted for approval. 3.04 Field Quality Control A. Inspection: SECTION 03200 - CONCRETE REINFORCEMENT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 32 6-inches of fill sand. Part 117: Backfill unsleeved pipe in either of the following manners: Part 118: Backfill and puddle the lower half of the trench. Allow to dry 24 hours. Backfill the remainder of the trench in 6-inch layers. Compact to density of surrounding soil. Part 119: Backfill the trench by depositing the backfill material equally on both sides of the pipe in 6-inch layers and compacting to the density of surrounding soil. Part 120: Enclose pipe and wiring beneath roadways, walks, curbs, etc. in sleeves. Minimum compaction of backfill for sleeves shall be 95% Standard Proctor Density, ASTM D698-78. Conduct one compaction test for each sleeved crossing less than 50 feet long. Conduct two compaction tests for each sleeved crossing greater than 50 feet long. Costs for such testing and any necessary retesting shall be home by the Contractor. Use of water for compaction around sleeves, "puddling", will not be permitted. Part 121: Dress backfilled areas to original grade. Incorporate excess backfill into existing site grades. After puddling or tamping, leave all trenches slightly mounded to allow for settling Part 122: Where utilities conflict with irrigation trenching and pipe work, contact the Owners Representative for trench depth adjustments. Part 1 23: SLEEVING AND BORING Part 124: Install sleeving at a depth which permits the encased pipe or wiring to remain at the specified burial depth. Part 125: Extend sleeve ends a minimum of 2-feet (2') beyond the edge of the paved surface or other obstruction. Cover pipe ends and mark with stakes. Mark concrete with a chiseled ' X" at sleeve end locations. Part 126: Bore for sleeves under obstructions which cannot be removed. Employ equipment and methods designed for horizontal boring. Part 127: Mainline installed in existing sleeves at greater depth than adjacent pipe, shall have a manual drain valve at each end if the sleeves is longer than 20 feet, or at one end if the sleeve is less than 20 feet. Part 128: Separate sleeve shall be utilized for all wiring. Part 129: Sleeves shall not havejoints. Ifjoints are necessary, only solvent weldedjoints are allowed. Part 1 30: ASSEMBLING PIPE AND FITTINGS Part 131: General: Part 132: Keep pipe free from dirt and pipe scale. Cut pipe ends square and debur. Clean pipe ends. Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 58 of 105 Part 133: Keep ends of assembled pipe capped. Remove caps only when necessary to continue assembly. Part 134: Mainline Pipe and Fittings: Part 135: Use only strap -type friction wrenches for threaded plastic pipe. Part 136: PVC Solvent Weld Pipe: Part 137: Use primer and solvent cement. Join pipe in a manner recommended by the manufacturer and in accordance with accepted industry practices. Part 138: Cure for 30 minutes before handling and 24 hours before allowing water in pipe. Part 139: Snake pipe from side to side within the trench. Part 140: Fittings: The use of cross type fittings is not permitted. Part 141: Use Teflon tape on all threaded fittings: only Schedule 80 pipe may be treaded. Part 142: Lateral Pipe and Fittings: Part 143: Use only strap -type friction wrenches for threaded plastic pipe. Part 144: PVC Solvent Weld Pipe: Part 145: Use primer and solvent cement. Join pipe in the manner recommended by the manufacturer and in accordance with accepted industry practices. Part 146: Cure for 30 minutes before handling and 24 hours before allowing water in the pipe. Part 147: Snake pipe from side to side within the trench. Part 148: UV Radiation Resistant Polyethylene Pipe: Part 149: Join pipe in the manner recommended by manufacturer and in accordance with accepted industry practices. Part 150: Snake pipe from.side to side on the soil surface, and hold in place with tubing stakes spaced every five feet. Part 151: Fittings: The use of cross type fittings is not permitted. Part 152: Specialized Pipe and Fittinos: Part 153: Pre -fabricated double swing joints: Install per manufacturer's recommendations. Part 154: Low Density Polyethylene Hose: Install per manufacturer's recommendations. Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 59 of 105 Part 155: PVC Threaded Connections: Part 156: Use only factory -formed threads. Field -cut threads are not permitted. Part 157: Use only Teflon -type tape. Part 158: When connection is plastic -to -metal, the plastic component shall have male threads and the metal component shall have female threads. Part 159: Make metal -to -metal, threaded connections with Teflon -type tape or pipe joint compound applied to the male threads only. Fart 1 60: INSTALLATION OF SPRINKLER IRRIGATION COMPONENTS Part 161: Remote Control Valve (RCV) Assembly for Sprinkler Laterals: Part 162: Flush mainline before installation of RCV assembly. Part 163: Install where indicated on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Install connectors and sealant per the manufacturer's recommendations. Part 164: Install only one RCV to a valve box. Locate valve box no more than 24-inches and at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Arrange grouped valve boxes in rectangular patterns. Allow at least 12-inches between valve boxes. Part 165: Adjust RCV to regulate the downstream operating pressure. Part 166: Attach ID tag with controller station number to control wiring. Part 167: Refer to City of Fort Collins Design Standards and Construction Specification (2004) for detailed installation of remote control valves. Part 168: Brand lids as follows and per City of Fort Collins Design Standards and Construction Specification (2004): "SV" and the controller valve number per as built plans for all remote control valves; "DV" for all drain valves; "QC" for quick coupling valve assemblies "GV" for isolation valves; "WA" winterization assemblies; and "FM" flow meter assembly. Part 169: Sprinkler Assembly: Part 170: Flush lateral pipe before installing sprinkler assembly. Part 171: Install per the installation details at locations shown on the drawings. Part 172: Locate rotary sprinklers 6-inches from adjacent walls, fences, or edges of paved areas. Part 173: Locate spray sprinklers 2-inches from adjacent walls, fences, or edges of paved areas. Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 60 of 105 Part 174: Pop -Up heads along paths and bikeways: Bed heads in six-inch (6") layer of sand under base of head. Part 175: Set sprinklers perpendicular to the finish grade. Part 176: Supply appropriate nozzle or adjust arc of coverage of each sprinkler for best performance. Part 177: Adjust the radius of throw of each sprinkler for best performance. Part 178: Install heads per specifications above and City of Fort Collins Design Standards and Construction Specification (2004). Part 1 79: INSTALLATION OF DRIP IRRIGATION COMPONENTS Part 180: Remote Control Valve (RCV) Assembly for Drip Laterals: Part 181: Flush mainline pipe before installing RCV assembly. Part 182: Locate as shown on the drawings. Wire connectors and waterproof sealant shall be used to connect control wires to remote control valve wires. Connectors and sealant shall be installed as per the manufacturer's recommendations. Part 183: Install only one RCV to valve box. Locate at least 12-inches from and align with nearby walls or edges of paved areas. Group RCV assemblies together where practical. Part 184: Arrange grouped valve boxes in rectangular patterns. Set RCV assembly discharge pressure to 30 PSI. Part 185: Drip Emitter Assembly: Part 186: Locate as shown on the drawings and installation details. Part 187: Flush lateral pipe before installing emitter assembly. Part 188: Cut emitter outlet distribution tubing square. Part 189: Install an access sleeve as part of each multiple -outlet emitter assembly for emitters located in turf or native areas. Part 190: Use tools and techniques recommended by the manufacturer. Make openings for barb -mounted emitters with the emitter manufacturer's hole -punching tool. Part 191: Flush Cap Assembly: Install at the end of each drip irrigation lateral pipe as shown on the installation details. Pali 1 92: INSTALLATION OF OTHER COMPONENTS Part 193: Tools and Spare Parts: Spring Canyon Veteran's Park SECTION 02810 - IRRIGATION SYSTEM Page 61 of 105 Part 194: Prior to the Pre -Maintenance Review, supply to the Owner operating keys, servicing tools, test equipment, and any other items indicated on the drawings. Part 195: Prior to Final Review, supply to the Owner the spare parts indicated in the General Notes on the drawings. Part 196: Other Materials: Install other materials or equipment shown on the drawings or installation details to be part of the irrigation system, even though such items may not have been referenced in these specifications. Part 197: PROJECT RECORD (AS -BUILT) DRAWINGS Part 198: Maintain on -site and separate from documents used for construction, one complete set of contract documents as Project Documents. Keep documents current. Do not permanently cover work until as -built information is recorded. Spring Canyon Veteran's Park SECTION 02810 — IRRIGATION SYSTEM Page 62 of 105 Part 199: Record pipe and wiring network alterations. Record work which is installed differently than shown on the construction drawings. Record accurate reference dimensions, measured from at least two permanent reference points, of each irrigation system valve, each backflow prevention device, each controller or control unit, each sleeve end, each stub -out for future pipe or wiring connections, and other irrigation components enclosed within a valve box. Part 200: Provide Parks and Recreation personnel with ordering information including model numbers, size and style for all components. Part 201: Provide two (2) sets of as built drawings per below, showing system as installed with each sheet clearly marked "AS -BUILT DRAWINGS", the name of the project, and all information clearly provided. Part 202: One set of reproducible Mylar, no larger than 24"06". Part 203: One set of all sheets reduced to 11 "x 17", with each station color coded, and each sheet plastic laminated. Part 204: Provide as -built drawing on computer disk in *.DWG format. Part 205: Completion of the Record Drawings will be a prerequisite for the Final Review. Part 206: MAINTENANCE Part 207: Upon completion of Final Review, maintain irrigation system for a duration of 30 calendar days. Make periodic examinations and adjustments to irrigation system components so as to achieve the most desirable application of water. Part 208: Request Final Acceptance inspection at least 30 days before the end of the one-year maintenance period, from City Parks Division personnel. Part 209: Following completion of the Contractor's maintenance period, the Owner will be responsible for maintaining the system in working order during the remainder of the guarantee/warranty period, for performing necessary minor maintenance, for trimming around sprinklers, for protecting against vandalism, and for preventing damage during the landscape maintenance operation. Part 21 0: CLEAN-UP Part 211: Upon completion of work, remove from the site all machinery, tools, excess materials, and rubbish. END OF SECTION Veteran's Plaza SECTION 02950 - PLANTING, SOIL PREPARATION, FINISH GRADING Page 63 of 105 I DIVISION 2 SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING PART 1 - GENERAL 1.01 Scope Bidding Documents and Information, Conditions of the Contract and Division 1 — General Requirements apply to the Work of this Section of the Specifications Topsoil, soil preparation and soil amendments Finish grading Fertilizer Organic Mulch Weed Barrier Crusher Fines Rock Mulch Landscape Boulders Tree Stakes, Guys and Tree Wrap Plant Materials Sod Seeding 1.02 Related Sections Section 01200 - Measurement and Payment: Requirements applicable to unit prices for the work of this Section. Section 02810 - Irrigation Section 02970 - Planting and Irrigation Maintenance 1.03 Unit Price — Measurement and Payment Organic Amendment: By percent complete. Includes supplying amendment. Provide Delivery Tickets with job name and delivery date from supplier. Soil Preparation: Includes distribution of soil amendment, grading, ripping, roto-tilling, and finish grading. By the percent complete. Includes all soil preparation, placing and tilling amendments, mulch bed subgrade establishment and finish grading. Tree shrub, and groundcover planting: Includes installation of steel header, weed barrier, and mulches, planting of trees, shrubs, groundcovers, perennials, and annuals. Includes fertilization and backfill. By the percent complete. Crusher Fines: Includes subgrade preparation and excavation, installation and compaction of crusher fines materials. By the percent complete. Sodding: Includes, installation, and fertilization. By the percent complete. Seeding: Includes furnishing and installation of seed, and mulch. By the percent complete. Veteran's Plaza SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 64 of 105 Landscape Boulders: Includes furnishing and installation of boulders. By the percent complete. 1.04 Protection Protect landscaping and other features remaining as final work. Protect existing structures, fences, sidewalks, utilities, paving, and curbs. 1.05 Samples, Submittals and Quality Assurance Crusher Fines: Submit sample in baggie. Organic Amendment: Submit sample in a plastic baggie. Product delivered to site shall match the submitted sample. Organic Amendment Analysis: Submit copies of amendment analysis from qualified soil testing laboratory. Organic Amendment: Submit organic amendment delivery receipts to owner's representative for review. Soil Analysis: Submit copies of soil test results from CSU lab. Submit copies of CSU cover letter with recommendations that are provided with soil test. Fertilizer: Submit copy of sod fertilizer composition to be used and supplier source. Submit sample of Osmocote fertilizer in a plastic baggie. Organic and Rock Mulch: Rock Mulch: Submit sample of River Rock in plastic bag, can or plastic jar. Do not submit more than can be contained in a 1 gallon container Wood Mulch: Submit sample of proposed mulch in a plastic baggie. Submit name of proposed supplier. Straw Mulch: Colorado Department of Agriculture Weed Free Certification Transit Certificate. Tackifier: Manufacturer's product sheet. Weed barrier: Submit brand name and model number/name of proposed weed barrier to be used. Tree Stakes, Guys, Webbing, and Guying cord. Submit sample of each. Sod: Submit written statement of company to be used for sod supply. Statement shall include phone number and address of company. Submit sod certification for species. Seed: Submit written statement on supplier's letterhead of Manufacturer's specifications, tests (within 6 months of application), seed mixes, quantities, and seed tags from bags on day of seeding operations. 1.06Inspections A. Site Inspection: 1. Contractor will inspect existing site conditions and note irregularities affecting the work of this section. Verify that grading operations have been satisfactorily completed and that topsoil of adequate quantity and quality has been placed in areas as specified. Verify that the areas to be revegetated are protected from concentrated runoff and sediment from adjacent areas. Note previous treatments to the areas such as temporary seeding or mulching and discuss with the Owner's Representative how these treatments will affect permanent revegetation. Report irregularities affecting work of this section to the Owner's Representative before initiating work. When the Contractor begins work under this section, it implies acceptance of existing conditions. 2. Contractor shall notify Owner's Representative prior to start of work. Owner's Representative will be responsible to monitor the work. Veteran's Plaza SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 65 of 105 B. Pre -planting Inspections: 1. Plant material shall be inspected by a Owner's Representative before planting. Inspection of materials may be sequenced by major planting areas to accommodate efficient planting operations. Plants for inspection must be in a single location preferably on the project site. Rejected materials must be removed from the site, replaced and reinspected before planting. If the supplier is a local nursery, tagged plants may be inspected at the nursery. Photographs of the plant materials to be obtained from non -local sources may be submitted to the City Owner's Representative for preliminary inspection. This preliminary inspection is subject to Final approval of plants at the job site. The Owner reserves the right to reject plant material at any stage of construction or guarantee period. 2. Soil amendments, backfill mixes and mulches will be inspected at the site by the Owner's Representative before they are used in planting operations. 3. Owner's Representatives will inspect staked locations of trees before digging for those plants occurs. Owner's Representatives will inspect the location of shrubs in their containers at the proposed locations before digging commences. Contact Owner's Representative at least two days in advance. C. Substantial Completion Inspection: As soon as all planting is completed, a review and preliminary inspection to determine the condition of the vegetation will be held by the Owner's Representatives upon request by the Contractor. 2. The inspection will occur only after the following conditions have been met: a. Landscape areas will be free of weeds and neatly cultivated; b. Plant basins shall be in good repair; c. Irrigation systems shall be fully operational with heads properly adjusted; d. Debris and litter shall be cleaned up and walkways and curbs shall be cleaned of soil and debris left from planting operations. 3. If, after the inspection, the Owner's Representative is of the opinion that the work has been performed as per the Contract Documents, and that the vegetation is in satisfactory growing condition, he will give the Contractor Written Notice of Acceptance and the Guarantee Period shall begin. 4. Work requiring corrective action in the judgment of the City Representative shall be performed within the first ten (10) days of the guarantee period. Any work not performed within this time will necessitate an equivalent extension of the guarantee period. Corrective work and materials replacement shall be in accordance with the Contract Documents, and shall be made by the Contractor at no cost to the Owner. 5. Final approval and Substantial Completion notice will be given when all deficiencies are corrected. D. End of Guarantee Period Inspection: At the end of the second full growing season the Owner's Representatives will inspect trees for satisfactory condition. The inspection shall take place in September and the Owner's Representative shall contact the Contractor concerning replacements. Replacements may take place the following spring if deemed proper or necessary. 2. The Contractor is responsible for removal of tree stakes, wire and webbing at the end of the guarantee period. 1.07 Plant Material Guarantee/Warranty Provide a two-year warranty (unless noted otherwise) from the date of Substantial Completion. Substantial Veteran's Plaza SECTION 02950 - PLANTING, SOIL PREPARATION, FINISH GRADING Page 66 of 105 Completion is hereby defined as the point at which the Landscape Contractor is 100% complete with installation and is ready for a Substantial Completion Review. The Owner's representative will have sole authority to grant Substantial Completion. The minimum two-year warranty includes all aspects of this section (except seed) including installation, and materials. Guarantee plant material used in this section against defects due to any cause for a period of two full growing seasons from the date of acceptance of all work. This guarantee includes insect infestation or infection by disease organisms. Replace woody vegetation when it is no longer in a satisfactory condition as determined by the City Representative for the duration of the Warranty Period. Make replacements within fourteen days of notification from the City Representative. Replacement planting for trees shall be done in the spring planting season, except as approved otherwise. If a tree is in marginal condition at the end of the guarantee period it may be agreeable to both parties to wait until the end of the growing season before deciding whether to replace that tree. Plant materials that are replaced during the warranty period shall be replaced one time at the Contractor's expense. Cost of subsequent replacements, if required, shall be negotiated with the Owner's Representative. Warranty replacement plant materials planted within 6 months after Substantial completion shall have the same end of warranty as the original installation. Plants replaced within 6 months of the end of the warranty shall be warranted an additional 6 months after the date of completion of the initial warranty period. This guarantee will not be enforced should woody vegetation die due to vandalism; improper maintenance procedures carried out by the Owner involving over or under watering, lawn mower damage, over - fertilization, fire, flood, or hail or other similar circumstances beyond the control of the Contractor. It is the responsibility of the Landscape Contractor to monitor ongoing maintenance of the project during the warranty period. If the Landscape Contractor finds fault with ongoing maintenance activities of the Maintenance Contractor, they shall be immediately brought to the attention of the Owner's Representative. The warranty will in no way be invalidated because of activities of the Maintenance Contractor unless approved by the Owner's Representative. Replacements shall be of the same kind and size as originally specified and shall be installed as described in the contract documents unless changes are approved by City Representatives. Repairs and replacements shall be made at no expense to the Owner. 1.07 Seed Warranty/Guarantee A. Guarantee seed against defects for a period of one growing season from the date of final acceptance. B. This guarantee will not be enforced should seeded area die due to vandalism, improper maintenance by Owner, lawn mower damage, or other circumstances beyond the control of the Contractor. C. Replace seeded turf when it is no longer in a satisfactory condition as determined by the Owner's Representative for the duration of the guarantee period. D. Areas seeded in the spring shall be inspected for required coverage the following fall no later than October. Areas seeded in the fall will be inspected October of the following year. PART 2 - MATERIALS 2.01 Organic Amendment Organic Amendment shall be A-1 Organic, Colorado Compost (Windsor 686-5121), or equivalent approved 7 days prior to bidding. Compost shall meet the following specifications: A totally organic product (Mountain peat is not acceptable in the amendment) that has been aerobically and naturally processed without the addition of coarse wood chips, in such a manner as to maintain a consistent temperature of 140 degrees Fahrenheit or greater for a period of time sufficient to create the following characteristics, measured by dry weight: Veteran's Plaza SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 67 of 105 1. Notify Architect and Structural Engineer at least 48 hours before reinforcing steel installation is ready for inspection. 2. Coordinate scheduling of placement of concrete under Section 03300 to allow sufficient time for Architect, Structural Engineer and special inspectors observations of completed installation and for making any necessary adjustments to the reinforcing placement before delivery of concrete. 3. For walls above 4 feet in height, notify special inspector in time to allow his observation of reinforcing before buttoning up forms. 4. The structural engineer is not the special inspector. Compliance letters and reports to governing code body will be provided by special inspector. B. Special Inspection: Special Inspection is required for the following work under this Section. 1. Placement of reinforcing steel for concrete requiring special inspection. See Section 03300. 2. Welding of reinforcing steel. 3. Mechanical connections for steel bar reinforcement. END OF SECTION SECTION 03200 - CONCRETE REINFORCEMENT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 33 Maximum allowable organic matter: 60% Organic matter to nitrogen ratio 25:1 to 30:1. pH: 6.5 to 7.5 Salts: 2.0 to 3.0 mmhos. Less that 40% inorganic matter. Less than 5% soil, dirt, or sand Maximum particle size of %" diameter Eradication of all harmful weed seeds, pathogens, and bacteria. A well decomposed earthy smell (non -offensive) 2.02 Topsoil Existing on -site topsoil for use as part of backfill mix. Submit a minimum of 2 samples of soil to the Colorado State University Soil Testing laboratory for analysis and fertilizer recommendations. Samples shall be taken from widely varying sections of the site. 2.03 Fertilizer: Fertilizer for turf shall be commercial type, of uniform composition, free flowing, and conforming to applicable state and federal laws. Fertilizer shall be formulated to meet the suggestions of the CSU soil laboratory for turf fertilization. Fertilizer for trees, shrubs, and perennials shall be Osmocote Sierrablen, 9 month slow release fertilizer. Apply per manufacturer's recommendations. Bone Meal. Commercially available brand. Submit proposed formulation and company name. 2.04 Wood Mulch Fibrous Shredded Cedar Mulch shall be used in planting beds. 2.05 Weed Barrier Weed barrier shall be - Mirafi 140, Typar 3341, or Polyspun 300 or approved equivalent. 2.06 Crusher Fines Refer to Section 02511 2.01 A for color. Mix shall meet the following sizes: Sieve Size % Passing 1" 100 3/4" 100 1/2" 92 84 94 63 #8 45 Veteran's Plaza SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 68 of - 105 #10 42 #40 23 #50 19 # 100 14 #200 9.7 2.10 Rock Mulch Provide a mix of 3" to 6" diameter washed river rock. Use 25% to 30% of the 6" diameter river rocks. 2.11 Landscape Boulders Boulders shall be provided of the type, sizes, and quantity that are indicated in the plans and details. 2.12 Tree Stakes, Guys, and Tree Wrap Tree Stakes - 8 Foot long, 2" diameter Lodgepole Pine or metal AT@ stakes. (Available from Direct Landscape Supply (303)797-7733). Guying and Staking Cord - 1/4" Diameter yellow nylon rope or 14AWG wire with 1/2" X 12" PVC sleeves. Webbing: 2"nylon webbing or rubberized cloth. No hose permitted. Tree Wrap: 4" minimum width commercial tree wrap. Secure tree wrap with jute rope or a similar biodegradable material. 2.13 Plant Materials Plant List - A plant list is provided on the drawings. Quantities shown on the list are for information only. Contractor shall be responsible for verifying quantity takeoffs as shown on the drawings. In the event of a discrepancy between quantities shown on the plant list and quantities depicted on the plans, the quantities depicted on the plans shall govern. Plant Material Quality - Plants shall meet the American Association of Nurserymen (AAN) standards for established plants and, the Landscape Contractors of Colorado standard specifications. The most recent editions shall govern. Plants shall be well branched and well established in their containers or balls. Plants that shown signs of being potbound with substantial roots circling the perimeter of the container may be rejected. Trees shall be Colorado grown, or have been grown at a source with a latitude equal to or north of Colorado and with a similar climate, or have been acclimated in Colorado for at least 3 growing seasons. Shrubs and perennials shall be Colorado grown or have been acclimated to the Colorado climate by being planted early enough in the growing season to adapt to Colorado conditions and develop adequate rooting to survive winter. Meeting these standards shall not relieve the contractor of required conditions of the warranty/guaranty. Diseases and injuries - Plants with disease or insects are not permitted. Plants with substantial scarring of the trunk may be rejected. Plants with wounds or broken branches may be rejected Plant Review - All plant material is subject to review by the Owner's Representative prior to delivery to the site. Review at the nursery does not constitute final acceptance. All plant material is subject to review at the site prior to planting, review during substantial completion, review at final acceptance, review at any time during the warranty period, and review at the time of the warranty completion. Dead, poor, or unhealthy specimens shall be replaced within 10 days of notification by the Owner's Representative. The Owner's representative or his assigned representative shall be the sole person responsible for deciding whether a plant is to be replaced. Veteran's Plaza SECTION 02950 — PLANTING, SOIL PREPARATION, FINISH GRADING Page 69 of 105 Botanic and Common Names - Both names are given in the plant list and are in conformance with standard horticultural practice. Plants are to be delivered to the site with tags bearing the botanic name as indicated on the plant list. Digging, wrapping and handling - Plants shall be dug and prepared for shipment in a manner that will not cause damage to branches, shape, and future development after planting. Balled and burlapped plants shall be nursery grown stock adequately balled with a firm rootball, and in sizes and ratios conforming to the Colorado Nursery Act and in conformance with the AAN standards. Balls shall be firmly wrapped in non -treated burlap and bound and secured with wire, nylon, or jute. Broken or heavily damaged balls will not be accepted. Chicken wire is not acceptable. Container grown plants shall have been nursery grown in containers and shall have sufficient roots to hold the entire soil mass together when the container is removed. Options: If all other requirements for size are met a container plant may be substituted for a balled and burlapped plant. A spaded plant may be substituted for a balled and burlapped plant. Veteran's Plaza SECTION 02950 - PLANTING, SOIL PREPARATION, FINISH GRADING Page 70 of 105 2.14 Plant Protection Plants shall be protected at all times from drying out or other injury. Protect balls of plants from drying out. Wrap trees with a protective cloth when transporting. Do not transport trees in an uncovered moving vehicle when the outside temperature is above 85 degrees Fahrenheit. Spray trees with water prior to travel to any destination. Use caution in handling plants to prevent major damage to roots/ trunk, or branches. 2.15 Sod Sod shall be in healthy, deep green, growing condition free from insects or disease and in a healthy growing form. Sod shall be a minimum age of 18 months, with root development that will support its own weight without tearing when suspended vertically by holding the upper two corners. 2. Sod shall be grown by a commercial sod company specializing in sod production and harvesting with a minimum of 5 years experience. 2.16 Seed General: delivered in original containers, unopened, bearing dealer's warranty analysis. Maximum crop and weed content shall be 0.10% each. Noxious weeds (Colorado lists A, B and C) are not permitted. Seed mix shall be supplied on basis of pure live seed (P.L.S.) in pounds. Formula for determining quantity of P. L.S. shall be: Bulk Pounds of Seed Required - PLS pounds specified / (%Purity* % Germination*) *Percents expressed as decimal, eg. 10% = .10 Native Seed Mix Seed shall be of the latest crop available and shall meet Colorado Department of Agriculture Seed Laws, Chapter 35, Article 27. Seed which has become wet, moldy, or otherwise damaged shall not be used. Seed shall be delivered in sealed bags showing weight, analysis, and vendor's name. Seed mix shall be the following: Common Name and Variety Scientific Name % PLS/acre Pounds PLS/acret Grasses Blue grama, Native Boutelouagratilu 5.35 1 Sideoats grama, Vaughn Bouteloua cuitipeudula 6.42 1.2 Sideoats grama, Native Bouteloua curtipendula 5.35 1 Little bluetem, Pastura Scbilacfyrium scoparium 10.70 2 Western wheatgrass, Arriba Agmpivn smitbii 32.09 6 Western wheatgrass, Native ASmpoba smitbii 16.04 3 Buffalograss, Sharp's improved Bucbloe dacjdoides 16.04 3 Streambank wheatgrass, Sodar ASropymn ripewulli 8.02 1.3 _— , _ ___ .1 ;Total - —_� ___s 100 18.7 PLS = Pure Live Seed *Double dus rate for broadcast seeding Veteran's Plaza SECTION 01732 — SELECTIVE DEMOLITION Page 71 of 105 If the available seed as supplied does not meet the pure live seed (PLS) specification, the Contractor shall compensate for the percentage of purity and germination by furnishing sufficient additional seed to equal the specified pure live product. The formula for determining the quantity of PLS shall be: Pounds of Seed (bulk) x % purity x % germination = pounds of pure live seed (PLS) PART 3 - EXECUTION 3.01 EXAMINATION Verify Rough grading is within VI tenth of a foot. Verify site is free from obstructions, objects, or structures that are not a part of the final site construction. Verify major drainages are completed and in place. Do not start work until the site is acceptable. Once landscape grading has commenced, the Landscape Contractor shall be responsible for bringing all grading to final line and grade and creating positive drainage. Verify substrate base has been contoured. 3.02 CLEARING Prior to any soil preparation, existing vegetation not to remain and which might interfere with the specified soil preparation shall be mowed, grubbed, raked, and the debris removed from the site. Prior to or during grading or tillage operations the ground surface shall be cleared of materials that might hinder final operations. 3.03 Soil Preparation and Finish Grading Installation: 1. Install in locations and to depth shown on plans or as directed. Ripping: Protection- Field locate all buried cables, wires, electrical service, irrigation lines and any other subsurface element that may be damaged during ripping operations. Stake and/or paint locations with an easily visible system that will enable equipment operators to avoid damaging buried utilities. Prepare irrigated and non -irrigated seed, sod, shrub bed, and ground cover areas as follows: a. Rip soil to a minimum depth of 12" in two directions using an agricultural ripper with tines spaced no greater than 12". Areas adjacent to walks, buried obstructions, structures, curbs etc. where the use of large mechanical equipment is difficult, shall be worked by hand. b. If roots of trees are encountered, minimize ripping operations as needed to avoid cutting roots or damaging plant material. c. Apply Roundup to areas to be seeded a minimum of 2 weeks after topsoil has been redistributed and before application of soil amendment. Apply Roundup only when weeds are growing vigorously. Apply at manufacturers maximum recommended rate. Spread the following amendments over the entire area to receive landscaping. Incorporate the amendments into the top 6 inches of soil by rototilling: Non Irrigated Seed I General Irrigated Shrub Bed, groundcover, Veteran's Plaza SECTION 01732 - SELECTIVE DEMOLITION Page 72 of 105 Areas Seed and Sod Areas and perennial Area Compost NA 4CY/1,000SF. 5 CY/1,000SF Per recommendation Per recommendation Fe of soil lab report of soil lab report rtil ize r Bone NA NA 20lbs./100SF Meal Incorporate amendments by discing or rototilling into the top 6 inches of soil. Obtain a uniform mixture. Work tight areas by hand. Restore fine grade with float drag to remove irregularities resulting from tilling operations. Float drag in two directions. Use only a hand rake in perennial and annual beds. Eliminate uneven areas and low spots. Establish a finish grade that provides positive drainage as indicated on the grading plans. Remove debris, roots, branches, stones, in excess of 1-2" inch diameter in size. Coordinate grading of subgrade to the following depths: Adjacent to curb s & other Surfaces Tolerances within Open Areas 1. Seeded areas 1/2" below pavement and curbs 0" V V. 2. Sodded areas 1" below curbs and walks VV 1/2" 3. Shrub bed areas 1 3" in gravel mulch; 2" in wood chips 1 3"H 1" 4. Perennial Beds 2" below curbs and walks H 2" Do not plant until finish grade has been reviewed by the Owner's Representative. This review does not reduce Contractor's responsibility to provide a finished product that drains. 3.04 Weed Barrier Weed barrier shall be placed in shrub and perennial beds and where noted on the plans and details. At edges of curbs, walls, structures, pavements, and headers, weed barrier shall be turned down into grade and secured with 11 gauge, 12 inch long staples at 18" inches O.C. Where individual weed barrier sheet abut they shall overlap a minimum of 4 inches and be secured with 11 gauge, 12 inch long staples at 18" inches O.C. along thejoint. 3.05 Mulching Mulch Beds. Place rock or cedar mulch in shrub and perennial beds as indicated on plans. Place cedar mulch to a 2-inch depth. Gently brush cedar mulch off of perennials once installed. Take care in placement not to damage newly planted materials. Veteran's Plaza SECTION 01732 — SELECTIVE DEMOLITION Page 73 of 105 Prior to placing mulch and planting in mulch beds, apply Roundup herbicide to weeds and allow beds to sit for 7 days. Apply Roundup at manufacturers recommended rate for perennials. Place a 2" layer of Cedar Mulch in tree rings. Do not install weed barrier in tree rings. 3.08 Crusher Fines Place specified crusher fines where specified on the plans. Install as specified on the plans and details. 3.08 Tree and Shrub Planting Tree Staking: Prior to planting, stake all proposed tree locations for review by the Owner's Representative. Any plant material installed prior to this review is subject to removal or relocation at the expense of the Contractor. Planting Pits: Dig planting pits twice the diameter of the rootball for container and balled and burlapped stock. Establish bottom of the planting pit so that the top of rootballs will be slightly higher than surrounding grade in order to allow for settlement. Roughen edges of planting pits to provide a rough surface on edges. Retain excavated material next to planting pit for mixing organic amendment and fertilizers. For planting trees amend excavated planting pit soil with Bone Meal and organic amendment using the following mix: Bone Meal at the Rate of I cup per tree. Organic amendment at the rate of 4 shovelfuls (Hand Spade) per tree. Thoroughly combine, organic amendment, and bone meal with excavated soil. Mixture should provide an evenly blended mixture for use as backfill. Tree and Shrub Planting: Shrub Planting: Remove stock from containers including shrubs in peat pots. Do not break the rootballs. Do not remove plant materials by pulling on the stems of the plants. Once removed, slice the perimeter of the rootballs in several locations using a sharp instrument or butterfly pot-bound plant materials prior to planting by sticking the shovel into the bottom of the rootball and splaying the root mass. Roughen side of the plants to break up circular root growth. Plant shrubs so that the plant, when in the ground, is approximately 2 inches above the surrounding grade. Lightly compact backfill in hole after planting and water thoroughly. Apply Osmocote fertilizer at the base of the plant after backfilling. Apply at manufacturer's recommended rate. Water lightly to activate fertilizer. Tree Planting Establish planting pit as specified above. If trees are containerized, remove trees from containers. If trees are balled and burlapped, leave burlap firmly secured until after planting. Handle trees carefully during planting. Avoid excessive shaking and rapid movements. Protect tree trunks with a soft cloth or rubberized material when handling by the trunk. Roughen the sides of planting pits. Gently lower tree into planting pit and set plumb. Establish bottom of pit so that top of tree rootball is approximately 2 inches above surrounding grade. Protect trunk and tree branches while placing tree. Untie and remove burlap from the top 1/3 of the rootball. Remove wire basket from the top and 2/3 (or all) of all sides of the rootball. Veteran's Plaza SECTION 01732 — SELECTIVE DEMOLITION Page 74 of 105 Backfill tree planting pit using backfill mixture. Backfill one-half of pit with backfill mixture and water in thoroughly before placing any more backfill. Backfill the rest of the planting pit with backfill mixture and water in thoroughly. Lightly compact backfill. Do not vigorously compact. Apply slow release Osmocote fertilizer around the rootball diameter of the tree. Apply at manufacturer's recommended rate. Stake or guy all trees. Trees should be plumb. Stake deciduous trees up to 2" caliper. Guy deciduous trees over 2" caliper. Guy all evergreen trees. Install 3 guys per tree at 1/3 points. Drive Guys for evergreens and deciduous trees fully into the ground so no part of the guy is above finish grade. Wrap deciduous trees with specified tree wrap. Wrap from bottom of trunk to the first major lateral branch. Secure with jute or other biodegradable material. Install after November 15 and no later than December 15. Remove wrap approximately March 15 and no later than April 15. In non -irrigated grass areas (if any), build a soil -watering ring six inches larger than the diameter of the rootball and 4 inches high to form a basin to hold water (not required for conifers). Fill basin with water, being careful not to break the rim of the ring. If there are spade dug and planted trees they shall be deep watered with a watering needle angling from the inside of the ball out toward the perimeter. 3.09 Perennial, Groundeover and Annual Planting Planting Beds Staking. Prior to planting any perennials or annuals, and prior to installing header or header, stake, flag, or paint proposed beds scaling off the plans to determine bed configuration and size. Contact the Owner's Representative for review of extent and configuration. Do not plant or install header until review has been completed. Establish fine grade and subgrade adjacent to headers as described above. Prepare soil as per section 3.4 under soil preparation. Layout all planting pots prior to planting. Space plants equally within beds to ensure a uniform appearance. Remove all pots prior to planting including peat pots. Plant all plant material so that the plants are flush with finish grade (top of mulch) when complete. This will require slightly mounding each plant. Lightly compact soil around base of plant to ensure adequate root/ soil contact. Do not vigorously compact. Reestablish fine grade by hand raking or smoothing grade by hand prior to placing mulch. Apply specified mulch taking care not to damage plants. Clear excess mulch from plant foliage. Apply Osmocote slow release fertilizer at the manufacturer's recommended application rate. Water in thoroughly. Keep plants moist but not saturated each day for 14 days after planting. 3.10 Sodding A. After soil preparation, scarify the surface to a depth of 3/8 inch using a chain drag, chain link, or rake. B. Do not deliver more sod than can be laid over a 24-hour period. C. Do not lay sod on frozen ground. D. Keep soil bed slightly moist during laying of sod. E. Lay sod smoothly, edge to edge. Establish firm jointing between sod pieces with no visible soil between. Stagger joints. Lay sod perpendicular to slopes. F. Water sod lightly as sodding progresses to prevent drying. Roll sod diagonally with a light roller, leveling irregularities and sealing joints. Do not roll with a saturated subgrade. Veteran's Plaza SECTION 01732 — SELECTIVE DEMOLITION Page 75 of 105 G. In order to facilitate drainage, place sod flush with pavement on the uphill side of pavement. Place sod slightly below pavement on the downhill side of pavement. H. Hold sod back from tree trunks in a radius of 18 inches taken from the tree trunk. I. On sod placed on three to one slopes, secure sod with stakes. Drive stakes flush with grade. J. Place signs on all newly laid sod indicating "New Sod, Please stay off." Place signs at 50' to 100' intervals as appropriate. 3.11 Irrigated and Non -Irrigated Seeding A. Definitions. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. Seed areas indicated on drawings and areas disturbed by construction. Re -work previously prepared areas that have become compacted or damaged by rains or traffic. Apply by means of a Brillion mechanical power drawn drill seeder to a maximum depth of inch followed by packer wheels or drag chains to provide smooth finish. Seed in two passes at right angles to one another. Sow half of the seed in each pass. Provide markers or other means to assure that the successive seeded strips will overlap or be separated by a space no greater than the space between rows planted by the equipment being used. Broadcast or hydro seed in areas that are inaccessible or too steep to drill or as indicated on plans. Broadcast seed in two opposite directions. Rake in seed after broadcasting. Restore fine grade after seeding as requested by the owner's representative. Cover seed to depth of 1/4 inch by raking or dragging. Firm seeded areas with a roller weighing maximum of 100 lbs. per foot of width. Seed application rates shall be as specified. Do not sow immediately following rain, when ground is too dry, when ground is frozen or untillable, or during windy periods. Selection of the time of seeding shall be Contractor's responsibility, consistent with germination and erosion control requirements. Optimal seeding time is mid May through early September. 3.13 Wetland Seeding Subgrade shall be final graded to the design elevation leaving the surface in a roughened condition. Shallow potholes and low ridges can remain following grading to promote variety of soil moisture regime conditions so long as the potholes and ridges do not result in open water or upland conditions. In no case will a smooth, compacted seed bed common to typical construction site be allowed to remain over the subgrade surface following final grading. Re -work previously prepared areas that have become compacted or damaged by rains or traffic. Broadcast fertilizer over the seedbed and rake the fertilizer into the soil. Broadcast wetland in areas indicated on plans. Broadcast seed in two opposite directions. Rake in seed after broadcasting. Provide the specified seed mix at the specified rate. Veteran's Plaza SECTION 01732 - SELECTIVE DEMOLITION Page 76 of 105 3.14 Landscape Boulders Install boulders in the locations shown on the plans and details. The contractor shall notify the owner's representative 48 hours in advance of placing landscape boulders. The owner's representative and/or the landscape architect shall be present during the placement of landscape boulders to approve their final placement. 3.15 Maintenance A. General Continuously maintain plantings included in the Contract from the beginning of Contract work and during the progress of work, see Section 02970 Planting Maintenance. The Owner will assume the responsibility of maintenance including watering, fertilizing, weeding, etc. upon written acceptance of Substantial Completion from the Owner. The Contractor shall periodically inspect the project during the two-year guarantee period and immediately notify the Owner's Representative of any irregularities or deficiencies which will affect the guarantee. Round -Up herbicide may be used in mulched tree rings if grass seed has sprouted from seeding operations. The Contractor shall be responsible for resetting of any plants to an upright position or to proper grade and for the removal and replacement of any dead plant material. B. Seed Establishment Period: 1. Water seeded areas as needed, minimum of two times per day, until grass is established. Water so that no erosion or movement of seed or mulch occurs. Hand water as necessary to prevent movement of seed. 2. Seed establishment period shall begin upon the notice of "Conditional Acceptance" given by the Owner's Representative in writing and continue through the first mowing or until the turf is established. 3. Post "keep off the grass" signs until turf is established. 4. Maintain seeded areas until the grass is established and has been mowed at least once. Maintenance shall include watering, fertilizing and herbicide weed control as necessary. Do not apply herbicide before the first mowing, do not mow before the majority of seedlings have three leaf blades. 5. Required coverage for grass seed areas shall be twenty five (25) viable live seedlings of the species specified per square foot as measured from five (5) feet directly overhead. Determination of required coverage will be based on a random sampling of the entire project area, and shall consist of a minimum of five samples, each two square feet in area. Bare spots are defined as those areas larger than one square foot which do not meet the required coverage. After the inspection it is the Contractor's responsibility to perform the required maintenance within one week to insure a healthy established seeding condition. 6. The total area occupied by bare spots larger than 0.5 square feet must not exceed ten percent (10%) of the total seeded area. Maximum single bare spot size is one square foot. All seeded grass areas which do not meet the satisfactory stand of growth qualification shall be reseeded and mulched. 7. Once the maintenance periods are completed and seed establishment is accepted, the City Representative shall issue a written notice of Final Acceptance. The guarantee period extends for one growing season after Final Acceptance. Veteran's Plaza SECTION 01732 — SELECTIVE DEMOLITION Page 77 of 105 SECTION 03300 - CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Formed cast -in -place concrete. 2. Miscellaneous concrete. B. Related Sections: 1. Formwork: Section 03100 Concrete Forms and Accessories. 2. Reinforcement: Section 03200 Concrete Reinforcement. 3. Ready -Mixed Grout for Masonry: Section 04070 Masonry Grout. 1.02 References A. Reference Standards: Comply with following except as modified by supplementary requirements of this project specification. 1. ACI 117-90 - Standard Specifications for Tolerances for Concrete Construction and Materials. 2. ACI 301-99 - Specifications for Structural Concrete. 3. ACI 306.1-90 - Standard Specifications for Cold Weather Concreting. 4. ACI 308.1-98 - Standard Specification for Curing Concrete 5. ACI 318-99 - Building Code Requirements for Structural Concrete, Parts 2 and 3. 6. ACI 503.2-92 - Standard Specification for Bonding Plastic Concrete to Hardened Concrete with a Multi -Component Epoxy Adhesive. 7. ACI 303.1-97 - Standard Specification for Cast -In -Place Architectural Concrete. 8. ASTM C94-04 - Standard Specification for Ready -Mixed Concrete. 9. ASTM C494-99ael - Standard Specification for Chemical Admixtures for Concrete. B. Guide References and Standard Practices: 1. ACI 211.5R-01 - Guide for Submittal of Concrete Proportions. 2. ACI 305R-91 - Hot Weather Concreting. 3. ACI 309R-96 - Guide for Consolidation of Concrete. C. Field References: Keep at least one (1) copy of ACI 301 on site at all times. 1.03 Submittals A. Submittal Procedures: Submit in accordance with Section 01330. B. Concrete Mix Designs: Not less than two (2) weeks prior to placing any concrete, submit written reports and laboratory tests of each proposed concrete mix for each class of concrete for acceptance. 1. Submit for acceptance in accordance with Product Data provisions of Section 01330 and ACI 211.5R. 2. Concrete mix designs shall be proportioned by either the Field Experience Method or Laboratory Trial Batch Method in accordance with procedures in referenced ACI standards. 3. The concrete mix designs shall conform to the requirements of this Specification and both ACI 301 and ACI 318. 4. Mix designs prepared more than twelve (12) months prior to the date of submittal for review are not acceptable. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 34 3.16 Reseeding and Repair A. Reseed areas where there is not a satisfactory stand of grass at the end of establishment period. Scratch the surface to prepare seedbed and over -seed with drill seeder or hydromulch. B. Reseed areas that have been damaged or disturbed by the Contractor's operation according to these specifications. C. After one growing season, there shall be no visual difference between seed and healthy sod in irrigated areas. 3.17 Project Record (As -Built Drawing) A. Maintain one complete set of contract documents on site. Keep documents current. Record changes in location, quantity and species of plant material. Submit corrected drawings to the Owner's Representative prior to final inspection. 3.18 Tree Stakes Remove tree stakes, guy wire and webbing at the end of the two -season guarantee period. END OF SECTION-- —_ - -- - — Veteran's Plaza SECTION 01732 — SELECTIVE DEMOLITION Page 78 of 105 DIVISION 2 SECTION 02970 — PLANTING MAINTENANCE PART 1-GENERAL 1.01 Scope Furnish all supervision, labor, material equipment, and transportation, and perform operations in connection with and reasonably incidental to maintaining planting, including winter watering, called for under this contract. Maintain landscape materials in an attractive, healthy, operable condition until seeded areas are established, landscape punch list items are complete, and landscape work is accepted by Owner. 1.02 Quality Assurance Work Force: Contractor's representative shall be experienced in planting and irrigation maintenance. Maintenance Record: Submit to the Owner's Representative a monthly record of maintenance operations performed, including a record of all herbicides, insecticides, and disease control chemicals used. 1.03 Environmental Conditions The requirements for winter treatment of plants will be applicable when the maintenance period extends past October 15. PART 2 - MATERIALS 2.01 Materials Replacement materials shall conform to the specifications for original installation. PART 3 - EXECUTION 3.01 Tree Care Watering: When hand watering, use a water wand to break the water force. All trees and shrubs shall be winter watered using a need type root feeder at least once per month between irrigation system winterization and spring start-up. Irrigation system may be used for winter watering, providing the system is re -winterized after each use. Staking: Inspect stakes monthly to prevent girdling of trunks or branches, and to prevent rubbing that causes bark wounds. Remove stakes and guys after one year, or as determined by Owner's Representative. Stakes will remain the Contractor's property and shall be removed from the site. Weed Control: Keep planting areas free of weeds. Use recommended legally approved herbicides. Avoid frequent soil cultivation that destroys shallow roots. Weed at least once per week. Insect and Disease Control: Maintain reasonable control with approved materials to prevent visual and structural damage to the plants. Wounds: All wounds or injuries should be traced out and disinfected with alcohol or equal. No tree wound compounds or paints shall be applied. Tree rings: Mulched tree rings shall be kept tidy and weed free. Veteran's Plaza SECTION 01732 —SELECTIVE DEMOLITION Page 79 of 105 Replacement of Plants: Remove dead and dying plants and replace with plants of an equal size, condition, and variety or original planting plan. Replacements shall be made at no expense to Owner. Trash Removal: Remove trash, clipped grass, and blown dirt weekly from shrub beds, lawns, walks, and tree basins. keep the entire area within the limits of planting free from trash and dirt (water or wind carried) at all times. Repair erosion damage for duration of maintenance period. 3.02 Turfgrass Care Mowing: Mow only the turf areas as needed to maintain a height of 3 inches. Do not mow wildflowers. Edging: Trim edges at least twice monthly or as needed for neat appearance. Catch clippings and removed from lawn areas. Vacuum or blow off walks. Watering: Water turf areas at the frequency required to obtain proper turf establishment and to maintain a lush, green lawn. Apply water in such a way to encourage deep root growth. 3.03 Low Maintenance Grasses Mowing: Mow low maintenance grasses and wetlands grasses only after they have produced mature seeds and/or gone dormant for the winter or for weed control. Watering: Water as frequently as needed to obtain plant establishment (usually 6 to 8 weeks) and thereafter as needed to avoid dieback. Apply water slowly and deeply to prevent runoff and encourage deep root growth. Weed Control The Owner will determine the need for weed control. END OF SECTION Veteran's Plaza SECTION 01732 - SELECTIVE DEMOLITION Page 80 of 105 VACINITY MAP SCCP VETERAN'S PLAZA I me SHEETINDEX SITE S1 SITE PLAN AND MATERIALS S2 LAYOUT PLAN- S2 S3 LAYOUT PLAN-S3 SITE DETAILS DI SITE DETAILS- SEATWALLS AND WALKS D2 SITE DETAILS-TOUCHSCREEN WALLS D3 SITE DETAILS- MILITARY BRANCHES WALL 04 SITE DETAILS- STAIRS AND COLUMNS GRADING G1 OVERALL GRADING PLAN LANDSCAPE L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS IRRIGATION IR-1 IRRIGATION PLAN w...,..., ..., . IR-2 IRRIGATION PLAN ELECTRICAL COVER SHEET El ELECTRICAL PLAN - E2 ELECTRICAL DETAILS E3 ELECTRICAL DETAILS --- i �.-•` �� . \ \ � 6, .ESE,»" ®\ �•.i I \ \ \ F R.�N i -----�..�� IS ♦ 1 iC ma -ME �'� �♦ ♦s • , rnIT .�� A ly LEGEND T DETAIL. 01 BHEET. IOC_ BLOCK SANDSTONE BOULDERS, SEE BOULDER SCHEDULE BELOU E ZfYYN•aY �)J EXISTING TREE TO REM IN COLORED CONCRETE, SEE SPECS SANDSTONE BOULDER BEA—LL EJ EXPANSION XINT LOCATION PA PLANTING AREA (SHRUGS AND PERENNIALS) IAB BOULDER SIZE DESIGNATIONS. SEE BOULDER SCHEDULE BELOW ry ADDITIVE ALTERNATE NUMBER INO N UMBERIN..ATE. PART OF P1USE 1) NOTES 1, SAVE ABANDONED DRAIN GRAZES FOR PATINE DEPARTMENT. 3, FILL ABANDONED AREA DRAINS DOUG PATH GRAVEL. ]. FIELD ADJUST EEORE LWES AROUND BOULDERS BY LANDSCAPE ARCHITECT. BOULDER SCHEDULE A I TO I R TON BUFF SAN DSTONE BOULDERS B ?, TO I TON BUFF S AN OSTONE BOULDERS NOTE'. ALL BOULDERS TO BE MASONVILLE COLORADO SANDSTONE SCALE -3O SCCP VETERAN'S PLAZA Fe i CONSTRUCTION DOCUMENTS SITE PLAN o_.__ S 1 .l �e O ^ ��' J DESIGN INC. SCCP PLAZA 11111 �� . �1 ^ ' Cuff^f\�&I')• �®Qi��:J LAYOUT PLAN- S2 m�'J�FfIIIO ��Q^gl m�cx1>•�r�1� ��cEsr�® m�acxs� �Ev�fID04=tf1 1° dm4"z m� ©�¢�r.� nes�errca�evs„ mac^© ®a�eceu�[1m mce�ac� o� ocsamn�:cr �� m.•6tT�Pf:�fJ� ®[6ff➢f1�fII1 �!'J�{Ofif:A1 m�DOf:i[nJ RJ'.N�LI' I�SFF� o®��at��r..ym�ora mQ..fi.Fm■.m.m �d^I' ®�F'IIEI��fl:16II� mSCJd��C�EII� �'JiPJ�S�f1:23']�6SS®� �i1^I!II'J�i3:IlSJ mFSi�@Sr�CZ.TLQI�/ m�FJlII:�Iu:G'a®�®� ©ddCiL'1��®mod' mt:L�Il3fQy�fLa�� m�TJ®�EC}Jd�O� ®CIJQ9[:1E11:1i�� mt'.@JQ1�19�lSJ@J OCP*J6.I'.I�C3I1@IFFETIGII�' <i1��d.I^' Q1ifFJ' QII'.ICi�ID�Fffi1CII� s.'.�J' s.'1W'1�E�GSL•GI� m�9l�f♦QAi�Qf'��SI m�6T�daF:��R�RFS/ ®cc'a�c��a�Eaca�e'.r m��rsi�ym��N� mmsaramua®.�. KEY MAP c \ \ CURVE TABLE m��ca�m?r�c�vcr m��cr�vcresxr�m� mm��m��mau�m�m� m�am��cxy�u�m� m�R•J�CUI�C�4'-0��m� <R�Q1!!IiI@w1�QJ ®Fi451iSJCSTYI��6:iQ'1 ©6a®�FIIiJ^� �EETI mfPJ6fl�lJ�LI�fII� t£��FJ14�6Ch:I f�Js®� �BICYI�Qeffif E�_41C1.r ORFi1fIIr�t39L'f �fiJ�l� ©�1@T1CDfD�l3^I®� ©Fll �Il �_£u'il�L�EFJ RJFS��I OB/E2I�4]�CQ:��I �.�}:ytg'I�PJ mrSa� TIE�O�C�Im� 0iSJ6�Cl➢m�CII�CV�' 6'1FSl��CIDR1s.'CJCIII�. 6�1QS��Sf�F.ilt"➢�R� ��'. I{aQFJdtC}��1i?_Ta ��QLIfIID��l�f21�� ■vJ�>iffiI@3ym��®� ©EPJl;fil�QlDlFi �fFJEffi'1 LINE TABLE POINT TABLE NOTES ,,.a. T.1.E� SCCP VETERAN'S PLAZA CONSTRUCTION DOCUMENTS LAYOUT PLAN-S3 S3 CAI ARE ARE IORCAFAAAI OCONCRETE PAVING WITH EXPANSION JOINT x.mL.n� STEPPED SANDSTONE SEATWALLS Ra1Rm AT PLRCC CLwcRE. esE Rµ MTaLiF(.� PRVYrtD SBCR.DE s' cauuE rtn xnl Tif T}r Ip 9l if i fly 11 ji " fir . yl / ull } iG II uT P r! IT.0 IIUl-ll+ /Ik ll�Ils !�--f>k li f:.nt,ul1 �r r..11'� e If ar 4LT ilhl� S[r E, cmm E omws 9 &g_qNCRETE PAVING WITH CONTROL JOINT TERT ern I'Toam R.EEw In ..III I�ec nLw:Nm,= � �s«rL i rsxReos�wscwDe CLAY muRY. ur.YR wo x. CCxTROL=I. aWl hf Y. P4 ARE pREC .1 oVmEPS PEPEP s�OIJCRETE EDGER Rw.Ca wTrt Lam• i __��r.., `ap{EG .ecK ari ..41'yiy�Sfl dui 31F.. �'d u. mEz nm x' LL�iwFR:ior"x" AT Uart+ a Ts �PCRUSHER FINES TRAIL FREn.REo .. . orl.T zcxullE FLAT . Toi;ii"I ELF in..a ARAL CAP z FLIP. io`aey.p Y0. AL Pmnx. L.OEI' FTRDR.xE. x..L .0 Awrs m uP �i ./URL.x.rv[ Y.LAIT ,LIXD .. PI. uWrnv,L /,'-Rw`vo.A ...w i`i/. ART CI LEFFLER FLIRTER R CRP. nu luxx[ .Pr. ./RCRI.R T"x`'Rcx1TEN, "'TR. 1/Y RENT.R BID . FILL .0 axl z ��Rm w PB.0 COI RE." x I-n mP. . N Ku o .f L. .CT. zl 1. x: v.oxc L �.o-.11 z..mzTnK . c.YHo i/r ICALLIza&L LR11Y wm µYmuC A 6- ALL IOPARTERL v ProATWALL uT s. CAP. To REAR I. . Iwo 2s1,I I RAeTED DUFF a CAP TO IesL. Yu u nws .N.,W'A RAIC ALLF, C.P r o rTTd RCR"'T "Q FIRE. m x r.az RDUY l o aFILL IR. d•' rR� Yrc . �/A M LDx SIX T E Awl %M1rrx HFEER s C.F. FELT. ExipC AREA /u:QTw x W. 11a'1R ITKER. In .1. aD CAL ALL AF.lz I w RErt. a •4E( RUO0.Donou .xD I. NRIK4 a "T i 1iKE. To Il- VnuxC 3" E✓ L.OSIp( of InCOLAFF"YILC FILTER CAPPLEF . R wEix.xE Y.E.xT (2)&LPTURE PLAN LL SCCP VETERAN'S PLAZA DETAILS ._.w... D 1 Qmsza. W. v.FM . As n.vxM-WRR...u.R -.I. . '1, .1. a µPa C.CE 4) ,o 1 2 LCD WALL ELEVATION VIEW OLTAIL LxrYPLF ru rr XANU4Tu4e LAY. Y AR µALL FALL IUSS'121 ) WCL. CEARUCAiED GALATIESA .IS TERN. 'A PA. SLAG 41 PENEIRAi WSLL OWiI PENETRATERu. Al c.F. rPL {1"'. LET PATE. INERTIA) .... .. .OANI 4n1[ND FAINTER M µAu FACES AODVL TO' V µAu / �1 ESTATE WViw e[iMEN/v[H. CAPE TAX AF(A IKEL. 51. SEERSK TAX ALL JCAI MEN PpIAIL 1 I2)-.' Iu .AT Gr . µ—I LUKpC( FIT.M R vFRY4. SFACC[N 1Y TWEATI ]" SYALnE .'A,' .1 SANOSIME ... R RY+RESALE FILEµ TAPPER m uxnwl LEALANI CpCP(1( ILVML. R4NEIK( w1x 1. GUMMAs GGATANI LEE 1.1. 11. MW CILTT FAL TOPILL I- USE IIW12MIAL .1 REWEORCWENI 010' R CWKxuL µALL. xMICTAXE mM 2-Xs ICY' Mo e OnTY IU- YA OMD READ F1Lv 5 N`A;IIY SUNNI IS YAIM WALL 12 YA $PALING LTD WALL SECTION VIEW SCCP VETERAN'S PLAZA O MMC6X12 GAL. STEEL CHANNEL FRAME (1 VENTILATED LOCKABLE STEEL DOOR VRAU r....nnwv rw OLCD CABINET WALL SECTION VIEW .1 NxD51 � LAVA SUA rx 1. NEAR tw . (MRV IO B. L.TOXAL PENTRAV1 IN ALL W5 TIrRWON TAX AU AGE R.AFi ALL Awls w LAVA ALL I UREl,Uw[ SLALA:I (CIAM 10 UP TOP NONFAT) EXTENT L(xEER W WILL FALLS ALIAS TOP L.11 Mrw va R,/. ON I.. FARE E. Ih•wDV FIR JOINT FLAXEN AFTER S LIP, FILL LNLFE ME' ./PIN nRI s.AlGas S1nL FIX RAEGALL E FAUX STONE STE[L ONATEGEL FTENTS GE. LQI mrolLOAN STAFF IAxr A'DuIEd 5 PTLESA RTREAS ]' I E ANCHORS. SCREI "TO LOU STRUT' N ED L rx OPENING FRM[RI' E F r PAGE. rIAGL eA I STEEL FROnyCEN [D [[xo-[CR L ET USA ING ITS. IT' FELT [x 196e5 ASS A01a1 STEEL IGNORE GRANT M ./IAFEW FASEICR ITFULL IN (?)-FE CPUSOUO SRWILO *ALES RCWEtgCE PITH YA O \LRMAL STAGGER 10 GCATE 2� SPACING ugilAR ApKy XRA Cx OA1 Ax uM1AR 5[IIwG OUT, (re ) 4'X2' BVF S-.1ME 6X9 REINFORCE PER J/D2 CLLCTRI[AL LWOUII. aE. LLLLIHILAT PLUR CMrFxE5s19LE fYLER CAPPED w n1j.A.1 SEALAxT $CV A" SUN S 'GIN E L[GCL u'�IN LLEFI FALL. caWi u SURSR.rE ANGLE V 2RIu FRANC Y. BprE L".. E REINFORCE PER 3/D2 DETAILS D2 +��T�+jfil.%��.�I.� •ter IrY �1�:�� 'IIIUP All I : ---------------------------- FI EVATION VIFW (TE L111 RY E-EM WALL a4A`U;tE EAR.s FACE 2YA, 1. wc� cWNw E.. wax. CAR ♦iN15 FEAR. I. ..LI>ENLIa.1:WS Yt YW UC xA., — —R.. C.R. I.t .... ♦/WM'K 11 W XLAf ILLL'Al W,AC C (l1U 1�LL /� W ,✓w SIX . 11" LE* TIER o (NEW! / ,U"AR e 4 [El..P4 YW,M 4, B[iy((ryn1 l .I.T.., rL E,L.cu.uc. EI LW KGY ]EA, ¢WE ZupS,W( xY,. Syp W[3 IM K . ,Iff. ML M FFIiFR AR OW, B[:Wp a v..TI.R 4 alpNALL" 6 HN[(P. !: ,S AN Ytli1M. tl•u. pEEA CW ..A Cq+, FARf.11 RU: ]ryI R,A'YIN ]ryW[ Z Ul LI ...0 AW ..A, wr WlAl N o In Il {P �'I,k1[ii�lj dIi IFIiII 17Alalr lli aii �I RI IIE. I 1t dlui. s171:,:dP (lILITARY EMBLEM WALL SECTION MILITARY EMBLEM WALL COLUMN SECTION >mx m.Ir (m.1a SCCP VETERAN'S PLAZA vn' tl sr , nuirs:lw 1�., ELF, STOFfj4 - TART UAL V LEERS St— $S L 1.1. oxT,A[ W:Yq.u:.n�In+Inwn��IxA• F{RARE-.�:... �.. }'qp' 1/.5 . ,aNl Iro xI. L�;�ILLRALARAAAIUM„ (EMBLEM DETAIL vMILITARY EMBLEM WALL COLUMN SECTION CONSTRUCTION DOCUMENTS DETAILS D3 5. Submit manufacturer's data and/or certifications verifying conformance of mix materials including admixtures with specified requirements. 6. Include following: a. Mix identification designation. b. Statement of intended use for mix. c. Mix proportions, including admixtures. d. Wet and dry unit weight. e. Entrained air content. f. Design slump. g. Design compressive strength. h. Water/cementitious materials ratio i. Aggregate Source j. Strength qualification data. 7. Strength Qualification Data: a. Submit required average strength qualification data and documentation per ACI 301 4.2.3. b. If trial batches are used to qualify average strength, mix design shall be prepared by an independent testing laboratory and shall achieve average compression strength a minimum of 1200 psi greater than specified strength with slump within one inch of maximum permitted and air content within 0.5% of maximum allowable. c. If field test data is used to qualify average strength, submit separate qualification data for each production facility that will supply concrete to project, including copies of concrete testing agency's reports from which data was compiled. 8. Submit manufacturer's data and/or certifications documenting conformance of mix materials, including admixtures, with specified requirements. 9. Identify each mix -by -mix identification letter indicated in Article 2.04 Concrete Mix Types. 10. Submit separate mix designs indicating slump, air content and admixtures for all mixes designated to receive fibrous reinforcing. 1.05 Delivery, Storage and Handling A. General: Materials handling and batching shall conform to applicable provisions of ASTM C94. B. Hauling Time: Discharge concrete transmitted in truck mixer, agitator or other transportation device within 1-1/2 hours after mixing water has been added. C. Extra Water: 1. Deliver concrete to site in exact quantities required by design mix. 2. Should extra water be required for workability before depositing concrete and water/cement ratio of accepted mix design will not be exceeded, General Contractor's superintendent shall have sole authority to authorize addition of water. Any additional water added to mix after leaving batch plant shall be indicated on truck ticket and signed by person responsible. 3. Where extra water is added to concrete it shall be mixed thoroughly for 50 revolutions of drum before depositing. 4. Water may be added at the site only once for each batch. 1.06 PROJECT CONDITIONS SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 35 w O ENTRY COLUMN PLAN VIEW m-ra WW)5)OVE .11 CAP •lOW, CPU I[ TO ECAU *ALLLACE ID)5'/w'). E. ECE". NATAT FL I,"UP, WU All M wn LOL a I/,- OW HNsv L TO EwFE I/: YDATAW W)wT BCTFEEN Cu . CAP. 1.1 .1. APEA 11OAIAA. A,4KK AN(Y SRLLmIw . Xu W: ""'A"To • SIWL wN[(A. -.L AWT, T, YMIAA. x An CaaEIE .., PEU NOI ]"A)SOUA"E CUTI SANOSIOIE ACT! CLEFT FACE S.NUSRWE .111 IANO TEL.I NOM..11 EDP LAWS. SIA. Wlln III..EWE fLL AONI FOUND SANDSTONE PANEL SQIO W/YCATAA, I NVIL: MLINIUM1L.L PER O/U] cAYSNEA rws E`'"�'°LI1 `n�1�LLL. I(A.1) eµ oCuµ YINOUL. )T� I TUAl .1. IP CAV. / u1 WI4N(IY{YIE, M /T �A.i mmlds .',SET "5:�„0 17�1 1j1y m a cs �lkilyl u'r Il�lj'il�lilSn' ll'I' �I f! }I f I ��j .MITIr,1'�rrr uici r ryrtii OSANDSTONE SEATWALL f )TTRY COLUMN ELEVATION l^b_J EmyI,TRY COLUMN ELEVATION /,ENTRY COLUMN SECTION ylA. --F IOU 5. I n � UYVS , CC.",IT,¢I ILE rPFU CAPPED WT. YIXM ALA IOED CCA SYD )A'..1. F' NA, 1. 51uA ALL I IrU X. NDSNL bAR i 1rE'AL 5LAB RLInE SEE )/DI 3-11 v snwcly cDlnba niN1 ...... ..... . ..... .._. .._.. OO,NI DETAIL DETAL YI.InA .I SAN.P. CAI. SEW 2.Hw IF In' VFWNU OUT ..cw. W.A.NJ orc¢ i t u1C KIOW C. XvWulFM EF.FLUAl1ll . IL Iw u W,A NOTE: REINFORCE PER I/03 O SANDSTONE STAIRS PERSPECTIVE OF l Yr[WLE o CAL—ELU ITE11L PNE, FLOWER COAL ELACA uA DE.mo. .1 '1- Y. EFILUA A. O YML UAL 1 .. CIXW 10 S.wEO51MG 'O '.'L/CALI IATLL rlx wlS1.10. S wnEe m AL-T IUAC. EWEAN ALLO lD n'. YA. 5' UZALT YI NOTE .1. ) I/)' IO C RAICAEI[ CECE (,Un A.UU Eu. C YC. TO II1 MEAL SE. WEwfOaC... YE I'L TWO STAIR OSTAIR DETAIL ONE STAIRS SCCP VETERAN'S PLAZA u DETAILS o-_, D4 PLANT LIST SCCP VETERAN'S PLAZA t� / r . • „/ / \ • � /�\ ttWrMl[s1NLEsio sE SUCRrp)µp[1µ11Lhr nli. � .I • \• / \ .µ I \ \• ro W 6r Wa[+P u[Ynvrr VV �. t. 1 1 ➢ ) �v ram. / �v L � ��:. I v A i � /�' � i a � ♦ Mj p°s� i F a'� � rN �j;�al r'V�^- a.[�// II �• - � \ ,,' I l I �- 6 r ! / a[°'"°E ttr<pNe /aw `.. ...moo: r...[a-..ae.. 4. �3 I � PLANT MATERIAL LEGEND 00ECIOUOV9TREE CONSTRUCTION DOCUMENTS FIGURE 1.1 CONIFEROUS TREE °danna� IwzarELi �f Aa�4. L/ I - IJ Y IIS p \l y,\(I ` �1 t ..._�-. SCALE'. I'.1V \\ OflNAMENTAL TREE ewrvnrlatrvEl / 1 ' wu I i o^ 6 I Ann,.Iwwr N.. ar T � ExISTINO TNEEs io xclMlx ' 1 Y� l IAA r.wavw: px HORS TOOTH ROADS TLRF / \ ( O'' \ T. LANDSCAPE PLAN 0 IV L1 m NATIVE EEEO MIA ISEE ENEEi Lil 9CPLE 1' • $U ABSR. COMMON NHAE ROTAXICALNKIE pNTY. SCE RN1:5. TREES PCC CIU W[Yrr pwr P/rw uYryrrw YlurKYr! b I.5'[+I. B60 N59 9ppq Brow CUWppY N+Lr'Sprvp 3naW 61S'[+I. B60 RAJ grtl Javnl Cra Wppr NaLa'grJ Jrw1 ] B60 ANW NaI NYrpa MapY Acrr uurkum NJl Wvp[ 1' 15'[el. 063 PIG CobrrJa Nlw Syrwa Pera punprna pbuca 1G' d'IrL NdB pMU ClrnAaplri puY ...... lrbnMrpii OdB PGA lwWmn &rlWnl SrrvrcrLenY grwYrr[Lier prJMJbra 'ANunn 9rYien! ] 1.S [al. 06B TOTAL 0] ABBq. COMMON NMIE piANCAL N.WE GNIY, ESE SXRUBSIGMSSES CAN iralNr flertl GraN CanmprwNa[ulJbre'14N Fw aul 10[ 1pJ. PAN OrmrI FJwAaJr Gra[a „erwrW^abp[uroWa ill Ipel. NS FouNain GraN NNwnpweawneu ] 2pJl. Cq qaJ B.uon lawruw&oe Graa[ IrrorreM MrMrba'gaJ 9eron' t]9 Ipal. NS Slua Avarw Graw Xeklolrr[Innwmpnvww 6] IpN. qi TMaLel sumo[ flflua urpesn I] Seal. TOTAL $el ASSfl. GONMJN NAME P.OI M'IGLNAME OIIN. 51IF PERENNIALS PoB Orrp flaC WiWlPpppy Pryvar JrYrYW'SraWY pl [9 Ipal. APo NI.Affia De¢Y parWa PNrWumvar. b IWI. CT Srnwin5wnvr Crranhvn brr.Nuaum la Ipal BGR Ratl MpvYn Wphnl 0.6agrma %rrl RaB MOWN i] Ipal. PLS W+faYR PrnSYrron Pamurmn ryawNM 9 Ipal. ACE Gimon SYr LOIwYw Myur4pe Lrvrwn Snr B 1 pal. VCB Lba iWNtl PonaY VbW [pmuY Blw Parlr[Wn ] Ipal. TOTAL fifi PLANT NOTES ti'OOIL FINE ..r.,LFMAS ATI NNFNLMANrNwI..LI1LI1DMm,NONE n.aa ALL"'ns>,.,,I ILLS OMLL NOT M MADli I'LIFFIF I 'AN A FELL TO ANI GARDATAID AN CTUDLLH I HOM DIET r I LADY FRAILT ON LFNR I H14F. �FFAOWTAFL NCT DO ILI ITEM NAL I O� FLAT ILU IN I RT III LATIR TO NAMNAl A AFTLY211 AL DAT A46N LF FFY �l '%I IT s RL I I I NI Arx II LIGHTS MALL DO MAN MINTO rx.E MOT war evunluianrxJu rm[u+INFLAI BEFORE rem my lummONO'l AGmor.m.. _ IN PEN/DR 11IMONDFDB In. OF TIM...LEOF Tm I.NDrww MARMOOF x .FMwDAI OITALL MOREDAT lwuroscnBEBw«a^recooww mwrN TNEwNLe WINEDI OTHER CDR«.TNAe NTTN.r TNEF«CW=GARROAL. NOa w.ew'm`.eO�i'a Ouw1AYI.IAN.wrODALTOINOR..Iwwe 1,41ALl.lw.wDNaw UTAND. Of IAACO se FLORI ma 1. nALL I.NucAMAJDANaalwN ITTENTE«IALLBEww.Tm.aTN.NNnaM.T. wocNwwlwiNNwrwwnu. Nl wNw..rwwwwles NraNm FROAT.R.ADIOTIFUATOMINIMr a. ALL SRIIDp BEDS TO" Mwu nwTRlvnawmrcn Cm.N.awm.x.: wLI1UEs TLF x Em.nln.cnl al.cs Nn M«w OmswLl lEarcNnEPEn OErw e.u.s or, x iAMMIm TURF rD. PO .+. .a ID ToraE. To rle M.xu.IN urnrt Fu«w¢ro.wLrRar ISNEw-Eoo-w.O raanxOCTnNwNLrn uw. aEcalsrN+m FDN L.rcNOse II awLee iwRwDl..m'rwn. InuNac uum.vanMu.Mwwosr w.R.r NUR a�.wl+ili".K:LIOEiweraO'c".�N�uCvsmiuNi`m aerizmm�x TREE PROTECTION NOTES L,, DOLLAR ALARM' NLTDO, ICY �ADT�FAT � FRATTIOTTID TROFFS NO DAMON TLYM — OR FORT MURRY DAR FRANK OR ONAT FALL I � OF TME DAY JDAYARFOR AFOORRATRANIMMLLACIRD PLANTING DETAILS .Im .v..... v.�JI/�� .NI.w. ; III � l'I ICI SII ` -1 FA 1 1 ANNAN, c—cnI—FLY ww. A 4E6PLANTING NATIVE SEED MIX COMMON NNMCA VPRIE1 CCIC.r,C MAE 11DOMME MONO. VLNPCPE INA GI.— U.I ENMAk, a M..'s S J5 10 SIN ... TA Glurc, BON.,... 1,M 1] V.LMI wpP.nJula LOFAN,MA Stl.oak Gnma,..I 5.1s 10 LARDI LB!Bosb.-P.M.N. L[n'va[nYrWm 1..'0 ]O .,M. NMaylava, syropyron NNA 32.0. 1.0 Aw. N 10DI VANNIALS. IylopyloN ROOM N.. 3.0 NaW. CLIFF..—. IF, eNtlIN. I... 30 nWur.n WaM1gW. DNA ARNA AMN.,mo eM Ls a+wNaNw.a. soml DRAN ...,IwIN.«. N`A, / ov`n�r lug c.� e.... TDRA aau.a.ono;w _ �..u. 1All o r..a........w4� Il I+I L uvwN.. ' j o 1/I. i f Ip III. I�AFILL wron Wu� \ wFIATALaaw, ` •uww `vJ ......�Illfl rl.ula..nu.s f `n w.Iwoaw �ON TREE SNRa REPLANTING SCCP VETERAN'S PLAZA RM CONSTRUCTION DOCUMENTS LANDSCAPE DETAILS «.......n L2 IRRIGATION LEGEND R':'e (5ive z..nl — ..rzvs. cuss xoo rR — [swcxwxww(�aw( loxx[rwwoaam nmwG Kl ]E cWtvM vµH xo xI— ..Si (rstwc SiX-11. IU c1— T. 4mmns[T. I.nI. vxL xw'Iw(5 PwAwrrtCl (((I urtw rw[ T. Ivll z . (wnus � xr eS !V�-Mry Lz[. Mu1wC 5 WLVwxrt[) % u6MS[I(0 HY [x]SLL W IFM'.µr( n55(u¢r tOP SV -Il( 11.1 ruwowo rce 1>'t(o nx w.w) x[Wr( ILIII.L I'LL.Alxnr LLP .11 .yn, nlisry cµ .sum. �_ 1[.�ue�•'ic. ry ravl Ivp sux�xma wrxu[s urtrw rw[( �— wur(s uI.[ m[ IMx[zl ��.aun •ro..u(x assx me-ur .cur 1.-+u wI[ss olRx.a[ m[ol r(wzl�ltu� %e��0.>x �r-r.m s rt[r R4.z(cpuxl, On IF N 1-11 r 1IFIl FLU' (GP.160-o.c. 5111 IF, no 5(caul oam ry I r�1xo tl �roitµPJ� I] wzzrC WqR ll' e1 >SU Mttn »' f unrs • w (J rgih(ILL. x.o Vx 8 Ix rott.[ rxtl15 ♦� '"' ♦Sd. CONSTRUCTION NOTES Qz c w sw. rmrwr[ 11 a y I. m [wrrrn Sw[ t l_aw[o Qlc gw-nra ,s� , pu , vr4rp SIN . ZuvY[0 M xnrt0 Ma O3 [ 14[IGx SM;�[.�O�.Wr'45Iw-..wurM � swop xx[5 •I .r [ [41�W xyYx swxc�raxcaxsur�rs, rrc. SCCP VETERAN'S PLAZA '� IPLEY DESIGNING. CONSTRUCTION DOCUMENTS srcyxw LLllHtl ll w .I Io�P� pbwe Wt v. so"r.Yfo r°Ni.n¢, ' 1 REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLERS Am e.e m-In IA, X IL m.rlo- wrc _ Imo o vIL. u / j 1 SINGLE -OUTLET DRIP EMITTER ASSEMBLY sm. W T ® !GW[D UItLw Y[M YI(H Ilxu. <prx wRI�M 4t M M W YPWILLr, T W n H wswuv nx wmmlen vTc.ul- p I'wYIM➢nW[MWNIC� YlIW pLK HIV4 M1 1.IR I. ME Iu AA.1 / 0 1 PIPE TRENCHING DETAIL H u0, I/] M I�u„ N�..tl �_M fi0 ✓Ra V YI LL¢Y IP x111t WILLI p„L M 1 W[Yx NI([W¢ I.R. An ort vn.v« o- u "'rtwu maa Keno n.Iw ] 4-INCH & 12-INCH POP-UP SPRAY I' 3 1 4-INCH GEAR -DRIVEN �i SPRINKLER ASSEMBLY v ROTOR ASSEMBLY wrw.'�wcLts°L-ms nvavavax>�a�aoaav�aA�Cv. -- !r[n [.W P IN III- Y1.1T. [uPAAeSIxvT WxeIrcI�I nLFGaV3mP[«SSIDANs a1(I[uM,/r-F 6rPowoIB wu,P4x R. _ III 1IRT11 IPIIXL �bo°�o4 YCex(P sw[ mi6 LWL wV.L AL.ur 1.. w Iwr W wIu zo HLw u.Pl. x w , RE u ulnw Burs. 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VVN ml SO L..d u.YnrpYµ,oNW aMr[ can Y[urrplvup.N aY rlc—tEedIt— sw„ .an ylJ4 wLI n..w WvnY. manwrwN lmga lgNYldTq VI OUTLETS A. UrYwaLE, n niaJ vn Ne pawirrya. oNYl b[a n aMum NY4 pvverwE ayY ral[YrWun Yw YNra1 Vw'v 1Allk. ,I orLLb WnW ,p, Y, artpm Na Eryr[w or AYdLY[ O k nV 4 rol 11, bya[ral [ er W maY 4 uwd neat manrvy Vbwa WY 41Nap mN spgoprWY [Yvan ul pWl wN W IN<Y awlLN- xa arVIW [bwq v1 rraY Yprvrq. Surbwl Nsn m Yrwy4v Yrwd aN molly aI wWv bvn wJ nw 4 plm0u. W .W. CEVICES YNO RATES A. Nw:up 4rk.5 wla spun Wn ya4 wN Ywrbnvsnwwrctle 4ryp[Ybr.5 pr NE4M Yvrtivrgy—VUl Ak5oMaIp«4IDAN, mulNVwklNpUYal.mP. B. Prvvbs Jw [Sp W 11 eua&d&WM,nkp WS srs lersv rnpnvu NrlP— urx ne rclr.. US valr�.1e bli[A.1 1.W,w ephba� SI. Nea ual parry is lwtllv�I4J C- w1. V-.. .1.b.11 Wa[Abp,YvnaY W,.[ r..pNLe.M1Nye[Y..4Yrclwn b.,MY uw of tl M1q buY,IJ IN', UFM NSCONIECi ANCI MEgMLL OVERLOAD SVATCMES A. Scary NNS-1.w ..MI4aIIN— Yr,—.yu[FpruY ryp www.IrmJ. ui. W 4< .awew«b Ymb MarydJy ryp 1ur41a mnlrnWl p.E up vN eElM ercbaWeryp `Y xNrvbl. b¢wr.�Y egWJ y aM R duaY w[oIw[b wwq IWln.q uMa rasraM la aM m maiaNwwM,a F I4 u5L km,mnp bmaun awga n wµu rownonw pa: rya IS, LIGHTING E'UIPMENT A. Prvvbaw s JbvsaJn Vuipnw rcWJvp[ ,., s Mui. , MWri reb<b iM1 a.len e'MG veiNak s DE, .1— —male. saeyb n..V WrnYN Y LL WeV. SelaYbmna sbvela wi M1ee pl aE lgNaka4a warps, tlerrY, uuYM erewr neprlarm,. 6, GUL—L NJampuw.I bcalm iw U, lw iw, Ya.. C. PrvvNeNrerbakl pinmaap[o14YpblVaaq ai Wan onwhan'aya. A .HIII®m � 'GL(SEC_'3-'lllZi+llEr/^Yl.'PI.�Sr�'LT� 0�00 lYi v'Yrti ro�vouraaa e.ml pLEO[R SCNCDUIL NO Ana O (] /a Iww' N a I IIO N Cr9)IY uD - I.aLi ]O O li TrM. N . I /IY N cw).Dx Q (, I] Trx N , I P. cV N.) I.>'C Umz, sums WSy 4 PON ICRT CPJnS rI[w'SV PE , OYPww. a L v, Ie) asps 4w [amwc IN am .."ll .1. wu24, w(�]p ' r� I1irs:n4° ioi [Nfv`SWI[Y o-rznr. 1.++iwsra"X� r J' } /i N zr. w.lm L p—ua.I wwLa :oK � DwJc 1.z .IC S ]a�l.spr rig Y p Ya, I,maa � I•''"I].4Y I I T ' L�J 1. - a[m A-' os Xaa L' ul wwb LML4n D.D.N. s11/4>yr T.IcE EXISTING ELECTRICAL NO PALE SIOIL ONS WIL w pm .wq ..L1111y. ONE —LINE I h SYN[KE DRAWN "I YEsa,1. = CHILDIS APInpYp-- SCAl :LORD— YUE "",.' SNID xo E3 No Text A. Environmental Requirements: 1. Cold Weather Placement: a. When for three successive days prior to concrete placement the average daily outdoor temperature drops below 40°F or when the average outdoor temperature is expected to drop below 40°F on the day of concrete placement, preparation, protection and curing of concrete shall comply with ACI 306.1. b. Minimum temperature of concrete upon delivery shall conform to ACI 301 4.2.2.7. Concrete temperature at placement shall conform to minimum values of ACI 306.1 Table 3.2.1, and shall not exceed minimum values by more than 207. c. Subject to acceptance of Owners Rep, an accelerating admixture may be used. Admixtures shall meet requirements of Part 2. Calcium chloride and other chloride -type accelerating admixtures will not be allowed. d. Subject to acceptance of Owners Rep, Contractor may substitute cement for equal weight of fly ash in design mix. e. Comply with concrete protection temperature requirements of ACI 306.1. Record concrete temperatures during specified protection period at intervals not to exceed 16 hours and no less than twice during any 24-hour period. g. Submittal of detailed procedures, means, and methods for production, transportation, placement, protection, curing, and temperature monitoring of concrete during cold weather is not required. 2. Hot Weather Placement: a. When depositing concrete in hot weather, follow recommendations of ACI 305R. b. Temperature of concrete at time of placement shall not exceed 85°F. c. When air temperatures on day of placement are expected to exceed 90°F, mix ingredients shall be cooled before mixing. Flake ice or well -crushed ice of a size that will melt completely during mixing may be substituted for all or part of mix water. d. Protect to prevent rapid drying. Start finishing and curing as soon as possible. 3. Unless adequate protection is provided, concrete shall not be placed during rain, sleet, or snow. Rainwater shall not be allowed to increase the mixing water nor to damage the surface finish. PART2-PRODUCTS 2.01 Concrete Materials A. ACI 301: Provide materials in accordance with ACI 301, paragraphs as listed, unless amended or superseded by requirements of this section or General Notes on Structural Drawings. B. Concrete Materials: ACI 301, 4.2.1. 1. Ready -mixed Concrete: ASTM C94. On -site mixed concrete not allowed. 2. Cement: ASTM C150, Type UII. 3. Fly Ash: ASTM C618, Class C or F. 4. Aggregate: ASTM C33, obtained from same source throughout project: a. Fine Aggregate: Natural sand b. Coarse Aggregate: Gravel or crushed stone containing no deleterious substances that cause surface spalling. 5. Water: Potable. 6. Air Entraining Agent: ASTM C260. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 36 7. Water Reducing Admixture: ASTM C494, Type A: a. Euclid Eucon WR-75, WR-89, or WR-91. b. Master Builders Pozzolith 200. c. Master Builders Prokrete-N. d. Sika Plastocrete 161. e. Approved substitute in accordance with Section 01600. 8. High Range Water Reducing Admixture (Superplasticizer): ASTM C494, Type F or G: a. Euclid Eucon 37 or 537. b. Sika Sikament 300. c. Master Builders - Rheobuild 1000. e. W.R. Grace & Co. - Conn. - Daracem 19. f. Approved substitute in accordance with Section 01600 9. Non -Corrosive, Non -Chloride Accelerator: ASTM C494. Type C or E, containing not more chloride ions than present in municipal drinking water and with long term test data from independent testing laboratory providing non -corrosive effect on reinforcing steel. Calcium chloride and admixtures containing more than 0.10 percent chloride ions or sodium thiocyanates not allowed. One of the following: a. Euclid Accelguard 80 or 90. b. W.R. Grace Daraset. c. Sika Plastocrete 161 FL. d. W.R. Grace & Co. - Conn. - DCL e. Approved substitute in accordance with Section 01600. 10. Water -Reducing, Retarding Admixture: ASTM C494, Type D: a. Euclid Eucon Retarder 75 b. W.R. Grace Daratard-17 c. Sika Plastocrete 161R d. Approved substitute in accordance with Section 01600. 2.02 Curing Compounds and Sealers A. Curing Compound - Vertical Surfaces: ASTM C309. 1. L&M Construction Chemicals, Inc. - Dress & Seal WB 30. 2. US Spec - CS-30-1315. 3. W.R. Meadows - Sealtight Vocomp-30. 4. Approved substitute in accordance with Section 01600. 2.03 Concrete Cleaner and Stripper A. Acceptable Manufacturers and Products: 1. Sonneborn - Sonofloor Citrus Degreaser. 2. US Spec - Maxi -Concrete Cleaner. 3. Accepted substitute in accordance with Section 01600. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 37 EXHIBIT 1 - QUESTIONS & ANSWERS GENERAL POINTS 1. All underground electrical and the site light are included as part of the base bid. See electrical sheets E1-E3 2. Approximately 300 CY soil is currently stockpiled on the site since Grading Plan G1 (see attachment). 3. Contractor will need to obtain a State Stormwater Permit for site. 4. Terracon Geotechnical engineering report dated June 3, 2005 will be included with this addendum. 5. Telecommunications and Subdrains are not included in this project and should be disregarded as part of Bid Item #2. ANSWERS TO BIDDER QUESTIONS 1. Specification for Flags and Flagpoles is attached (02870_SITE FURNISHINGS). Add alternate #2 to include 2 poles (the 3rd has been donated), 3 flags and 3 installations. 2. Question: 'In the concrete specs is your intent for the colored concrete to be integrally colored? There is reference to color hardener and integrally colored?' Answer: The concrete is integrally colored. References to color hardener have been removed from the spec. (Attached is revised spec 02750) 3. The two levels of the stage are all the same integral color to be determined after sample pours of Davis Color's 'San Diego Buff and 'Flagstone Brown' (Spec 02750 (2.04)). 4. Grading and Erosion Control Plan G1 is attached. 5. There is no formal site demolition plan. Limit of construction are shown on the Grading and Erosion Control Plan G1 (attached). Limit of construction is extent of clearing and grubbing. 6. Spec documents are complete per this addendum. Ignore page numbering throughout technical specs. 7. There are 3 sandstone boulders on -site that can be used by bidder if desired. Granite boulders on -site will be removed prior to construction. 8. Honorary walls, including foundations, and LCD screens are to be installed by others as indicated on drawings. 9. Concrete edgers are to be used on all shrub beds as indicated on site plan S1. Refer to detail 8, sheet D1 for concrete edger detail. No metal edging will be used. Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 2 2.04 Adhesives and bonding Compounds A. Epoxy Adhesives for Use in All Structural Repairs: Two -component. 100% solids, 100% reactive compound suitable for use on dry or damp surfaces and comply with ASTM C881. 1. Euclid Euco Epoxy 452 or 620. 2. Sika Sikadur 32 Hi -Mod or Armatec 110. 3. Approved substitute in accordance with Section 01600. Where epoxy injection procedures are used, use low viscosity epoxy made by one of above manufacturers. B. Bonding Compound (Interior only): 1. Euclid Euco Weld 2. Larsen Products Weldcrete 3. Sika Sikabond 4. Approved substitute in accordance with Section 01600. Use only at areas not subject to moisture. C. Epoxy Joint Filler/Sealer: Two component, flexible, solvent -free, moisture insensitive compound with minimum ASTM D2240 Shore A hardness of 80 at 28 days. Use self -leveling formulation for floors. Use non -sag formulation for vertical and overhead joints. 1. Euclid Euco 700. 2. Sika Sikadur 51 NS/SL. 3. Approved substitute in accordance with Section 01600. 2.05 Accessories A. Moisture -Retaining Cover: One of the following, complying with ASTM C 171. 1. Waterproof paper. 2. Polyethylene film. 3. Polyethylene -coated burlap. 2.06 Proportioning and Design of Mixes A. Reference Standards: ACI 301 Section 4, and ACI 318, Chapter 4. B. Design: Conform to general notes on Structural Drawings. Proportion ingredients for mixes in accordance with ACI 301 4.2.2 and 4.2.3. 1. Should Contractor require special mix due to structural requirements, weather or materials, submit samples of cement and aggregate to be used to approved testing laboratory. Testing laboratory will make analysis of materials and design proper mix to be used. C. Fly ash will be allowed as a cementitious component of the mix unless otherwise indicated under concrete mix types. Fly ash shall not exceed 15% of total cementitious material by weight nor limitations indicated in Schedule of Concrete Mixes. D. Admixtures: No admixtures will be allowed except as specified unless authorized by the Architect. All requests for approval or substitution must be made by the General Contractor and be accompanied by sufficient information and test data for evaluation. 1. All admixtures shall be chemically compatible with cementitious materials and all other admixtures used in the mix. 2. All admixtures shall be chloride free. No calcium chloride shall be added to concrete. SECTION 03300 -CAST-IN-PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 38 3. Air Entrainment: All concrete work that will be exposed to frost action in its final form shall contain an air -entraining agent. Other concrete work may also have an air -entraining agent at the option of the Contractor unless otherwise specified under Concrete Mix Types. 4. Water Reducing Admixture: Use where indicated in Schedule of Concrete Mixes and other locations at Contractor's option. 5. Non -Corrosive, Non -Chloride Accelerator: Use at all concrete slabs placed at air temperature below 50 degrees F. 6. Superplasticizer: Contractor's option at: a. All pumped concrete. b. Concrete with water/cement ratio below 0.50. 7. Concrete Placed by Pumping: Use high range water reducing admixture. F. Chloride Ions: Maximum water-soluble chloride ion concentration in all concrete mixes shall not exceed 0.15 percent by weight of cementitious materials. G. Strengths: See Schedule of Structural Drawings. H. Water/Cementitious Material Ratio: Conform to ACI 301, 4.2.2, and ACI 318, Chapter 4, as modified by schedule of Structural Drawings. 1. Fiber Reinforced Concrete: Maximum 0.55. 2. Calculation of Water-cementitious material ratios: Water includes free surface moisture on aggregates and liquid admixture. I. Slump: Design concrete mixes to provide slumps indicated on Structural Drawings. J. Design slump of fiber reinforced concrete shall be the slump prior to addition of fibers. K. Concrete for Floors: Conform to ACI 301, Table 4.2.2.1 except as otherwise scheduled under Concrete Mix Types. L. Mixing: Add aggregate and approximately two-thirds of required water to mixer first and mix minimum of 70 revolutions at mixing speed to ensure wetting of all aggregate particles, then add cement, air entraining agent and remaining water and mix minimum of 30 revolutions at mixing speed. 2.08 Concrete Mix Types A. Concrete Mixes: Comply with all requirements indicated by General Notes on Structural Drawings. PARTS - EXECUTION 3.01 Examination A. Owners Rep Review: Provide minimum of 24 hour notice to Owners Rep to allow him/her to review forms and reinforcement just before concrete is placed and to observe placing of concrete. B. Contractor's Review: Contractor shall inspect forms and reinforcing prior to concrete placement to assure accurate placement of embedded items. 3.02 General Install concrete work in accordance with ACI 301, paragraphs as listed, unless amended or superseded by this section or notes on Structural Drawings. 3.03 Preparation A. Do not begin concrete work until operations are complete enough to allow placement to be carried on as a continuous operation. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 39 B. Clean equipment for mixing and transporting the concrete. C. Clean forms of debris and ice. D. Wet (except in freezing weather) and coat temporary forms as specified in Section 03100. If water accumulates in the forms, pump it out before concrete is deposited. E. Clearly mark finish top surface of vertical members on the form walls. F. Protection: Cover masonry walls, glazing, and other finish materials with polyethylene or otherwise protect from damage due to placing of slabs, sidewalks or floors above. 3.04 Placement A. General: Comply with ACI 301, Section 5. B. Placement: Place concrete in approximately uniform horizontal layers not over twelve inches in height. Piling up of concrete in forms or chuting in manner to separate aggregates will not be permitted. Do not drop concrete in free fall over 5 feet. C. Water: Prevent accumulations of water on surface of concrete due to water gain, segregation, or other causes, during placement or compacting. Make provision for removal of water as may accumulate so that concrete not be placed in such accumulation. D. Consolidation: Consolidate concrete during and immediately after depositing by means of mechanical vibrators. Supplement by hand spading at corners and angles of forms, around embedded fixtures and in other difficult areas. 1. Mechanical Vibrator: Comply with ACI 301, Table 5.3.2.5. 2. Do not use vibrators to transport concrete inside forms. 3. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine. 4. Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to set. 5. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix. E. Finishing: Where tops of cast -in -place concrete walls will form finished surface, immediately finish concrete in form by skilled cement finisher. Walls or surfaces not finished to level subject to removal and replacement. 3.05 Flat Work A. Screeds: Establish finish plane of horizontal surfaces by screeds, carefully aligned and securely set, spaced not over eight feet apart and installed at proper level or slope, prior to placing concrete. B. Selection of Finishes: In accordance with ACI 301, 5.3.4, unless otherwise indicated. Finish surfaces sparingly with special tools, such as roller bugs, to force coarse aggregate slightly below surface. Jitterbug tampers not allowed without acceptance of Owners Rep. Dusting of wearing surfaces with dry materials not allowed. C. Requirements for Slab Finish: 1. Comply with requirements of various Sections for slab tolerances, finishes, curing, etc. Be responsible to repair or replace slabs as required and specified in those sections to meet requirements. 3.06 Construction Joints of Structural Members A. Construction Joints of Structural Members: ACI 301 53.2.6. Use polyvinyl acetate bonding compound, applied as recommended by manufacturer. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 40 1. Joints Subject to Moisture: Do not use bonding compound, use epoxy adhesive. 2. Use of other bonding methods such as surface retarder, Portland cement grout, or roughening of surface not allowed without written acceptance of Architect. 3.07 Repair of Surface Defects A. Reference Standard: ACI 301 5.3.7. B. Inspection: Allow Owners Rep to inspect concrete surfaces immediately upon removal of forms. C. Repair: 1. Modify or replace concrete not conforming to required lines, details, and elevations. 2. Repair or replace concrete not properly placed resulting in excessive honeycombing and other defects. Do not patch, repair or replace exposed architectural finished concrete except upon express direction of Owners Rep. 3. Patch holes and defects. D. Repair defects in structural concrete walls as follows: 1. Deep Defects Exposing Reinforcing: Chip to sound concrete and clean thoroughly to remove loose concrete and dust. Apply thin coat of epoxy adhesive. Form and pour full with non -shrink grout prior to development of tack -free condition of epoxy adhesive. Strip forms after grout has hardened and provide specified finish. Moist cure and apply clear curing and sealing compound immediately after finishing. 2. Defects Greater Than 1/2 Inch Depth Not Exposing Reinforcing: Chip, clean and apply epoxy adhesive. Place or dry pack using non -shrink grout prior to development of tack -free condition of epoxy adhesive. If dry pack consistency is required, use non -shrink grout damp pack formula. Provide specified finish and cure. 3. Defects Less Than 1/2 Inch Depth and All Tie Holes: a. For concrete having a specified compressive strength of 5,000 psi or less: Chip and clean per 1, above. Dry pack, finish and cure per 1, above. 4. Other equivalent repair procedures may be used subject to review of Architect. E. Unformed Surfaces: 1. Test unformed surfaces, such as monolithic slabs, for smoothness and verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope in addition to smoothness using a template having required slope. 2. Correct high areas in unformed surfaces by grinding or other methods acceptable to the Architect after concrete has cured a minimum of 14 days. 3. Correct low areas in unformed surfaces during or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend with adjacent concrete. Where acceptable to the Architect, the specified underlayment compound, applied in accordance with the manufacturer's instructions, may be used. 4. Repair defective areas, except random cracks and single holes not exceeding l" diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4" patching concrete and apply specified bonding compound. Mix patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 41 5. Repair isolated random cracks and single holes not over V in diameter by dry pack method. Groove top of cracks and cut out holes to sound concrete and clean of dust, dirt and loose particles. Dampen cleaned surfaces and apply specified bonding compound. Mix dry pack, consisting of one part Portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. Place dry pack after bonding compound has dried. Compact dry pack mixture in place and finish to match adjacent concrete. Keep patched area continuously moist for not less than 72 hours. 3.08 Treatment of Formed surfaces A. Reference Standard: ACI 301, 5.3.3. B. Form Removal: Finish and cure concrete surfaces covered by formwork immediately after forms have been removed. Do not expose more surface area than can be finished and cured in one working day. C. Patching: 1. Patch voids, honeycombs or damaged areas in accordance with repair of surface defects above. 2. Patch all tie holes. 3. Use specified bonding compound and epoxy adhesive. D. Laitance: Remove deposits of laitance occurring on top of concrete surfaces as soon as concrete has hardened sufficiently to prevent injury to concrete. Repair areas where laitance is removed as specified for patching. E. Unexposed Concrete Surfaces: Treat surfaces of concrete wall, slabs, beams, and columns, which are to be covered by subsequent work, as specified under Patching. F. Unpainted Exposed Concrete Surfaces: 1. Carefully protect from damage and soiling concrete surfaces, both interior and exterior, to remain exposed but unpainted. 2. Patch where required as specified under Patching. Upon completion of work, reclean damaged or soiled surface as required to make clean, smooth and finished in every respect. 3.09 Curing and Protection A. Reference Standards: ACI 301 53.6 and ACI 308.1. B. Curing: Protect exposed surfaces of concrete from premature drying and frost. Maintain concrete with minimal moisture loss at a relatively constant temperature for the period necessary for hydration of the cement and hardening of concrete. Curing shall commence as soon as free water has disappeared from the concrete surface after placing and finishing. The curing period shall be 7 days for all concrete except high -early strength concrete that shall be cured for 3 days minimum, unless test cylinders, made and kept adjacent to the structure and cured by the same methods, are tested with the average compressive strength equal to 70 percent of the specified 28-day strength. Curing may also be terminated when the temperature of the concrete is maintained at least 50 degrees F. for the same length of time that laboratory cured cylinders, representative of the concrete in place, require to achieve 85 percent of the 28-day compressive strength Curing shall be in accordance with ACI 301 procedures. Avoid rapid drying at the end of the curing period. C. Form Removal: Do not remove forms until times as specified. Remove carefully to not injure concrete surface. Protect edges and corners to prevent cracking, chipping or other damage and premature drying. D. Vertical Surfaces: Clean surfaces of loose sand, mortar, debris and grout; spray lightly with water and coat with clear or translucent curing compound as soon as possible after removing forms. Apply curing compound same working day that forms are removed. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 42 E. Protection: Protect concrete surfaces from staining, cracking, chipping, and other damage during progress of the work, and leave in good condition upon completion. 1. Protect freshly placed concrete from rain damage. 2. Protect finished slabs from mortar leakage from pouring of slabs above. 3.10 Sealing A. Floor Sealer for Slabs Not Receiving Stain or Hardener: Cure concrete floor slabs as specified above. 1. Prior to completion of project, apply second coat of curing and sealing compound to concrete floors not receiving other finishes in accordance with manufacturer's recommendations. 2. Upon completion, provide surface clean without discoloration or traces of excess material. B. Floor Sealer for Slabs Receiving Stain: Comply with Section 03364. 3.11 Miscellaneous Concrete Requirements A. Other Concrete Work: Furnish and install other concrete work indicated on Drawings, even though not specifically mentioned herein to complete work, including following: 1. Anchors: Install anchors furnished under Sections in accordance with accepted shop drawings for structural and miscellaneous steel. 2. Equipment Bases: Furnish and install concrete bases for pumps, boilers, tanks, fans, transformers, floor mounted electrical equipment, etc. as indicated. Furnish and install concrete fill in inertia base frames provided under Division 15. Install anchor bolts and inserts in accordance with setting diagrams furnished by contractor responsible for installing the equipment. Finish bases in workmanlike manner with troweled finish. Locate and size bases as determined by contractor furnishing equipment. 3.12 Field Quality Control A. Reference Standard: ACI 301. 1.6 and 1.7. B. Contractor's Quality Control: The Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers. 1. Inspection or testing by the Owner does not relieve Contractor of his responsibility to perform the Work in accordance with the Contract Documents. 2. Workmanship: The Contractor is responsible and shall bear the cost of correcting concrete work which does not conform to the specified requirements, including, but not limited to, strength, tolerances, and finishes. Correct deficient concrete by means acceptable to the Architect. The cost of extra work incurred by the Architect to approve corrective work shall be borne by the Contractor. C. Record of Work: Keep record listing time, location and date of placement of concrete for structure. Keep such record until completion of project and make available to Owners Rep for examination at any time. D. Testing Agency: Testing will be conducted by an approved testing laboratory. See Section 01450. 1. Test Reports: Reports of control tests, special tests and core tests shall be distributed by independent testing laboratory in accordance with Section 01450. Test reports will be reported, in writing, to Architect, Structural Engineer and Contractor on same day tests are made. Test reports shall be numbered identically to test specimen sets. Show all cylinders of a given set on one report. Submit and re -submit same report to show tests of subsequent cylinders of same set. Reports of compressive strength test shall include a minimum of the following. a. Name of concrete testing service. b. Project identification name and number. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 43 c. Test report (specimen set) number. d. Date of concrete placement. e. Copy of concrete batch ticket for specimen set. f. Concrete type and class. g. Location of concrete batch in structure. It. Design compressive strength in 28 days. i. Concrete mix proportions and materials. j. Compressive breaking strength of each cylinder of set. k. Unit weight of lightweight concrete. 1. Type of break for both 7 day test and 28 day tests. m. Identification of lab and field cured cylinders. E. Test Priority: Control tests shall be used to determine concrete quality throughout Project; however, special tests shall have precedence over control tests, and core tests shall have precedence over all previous tests. Tests: Cooperate fully with those making tests. Following tests and procedures are subject to change during construction at discretion of Owners Rep: 1. Sample Fresh Concrete: ASTM C172, except modified for slump to comply with ASTM C94 as indicated below. All tests shall be associated by reference to particular batch ticket. Sample concrete at point of placement. 2. Slump Tests: The General Contractor shall provide necessary equipment and shall make tests in conformity with ASTM C143. The Contractor shall make one (1) test for each concrete load at point of discharge; one (1) test for each set of compressive strength test specimens; and as often as deemed necessary by the Contractor to maintain the required slump and adequate records. In addition, the Contractor shall make slump tests when directed by the Owners Rep. a. Tests shall be made by a person thoroughly familiar with requirements specified. b. Should slump exceed limits stated Concrete Mix Types in Part 2, batch shall be rejected. c. Keep accurate record of time, location in work and results of slump tests that shall be available for inspection by Owner and Owners Rep. 3. Concrete Temperature: Test each load at time of arrival. At point of discharge test hourly when temperature is 40 degrees F and above. Test each time a set of compression test specimens are made. 4. Control Tests: a. Control tests of concrete shall be made on every 50 cubic yards or fraction thereof of concrete placed and, in any case, minimum of once during each day's placement. Each test sample shall consist of six standard 6 inch test cylinders cast and cured in accordance with ASTM C31 and ASTM C 172. 1) When total quantity of a given class of concrete is less than 50 cu. yards, control test may be waived by Owners Rep if, in his/her judgment, adequate evidence of satisfactory strength and concrete quality is provided. 2) Where cold weather placing conditions occur, as defined in this Specification, two (2) additional standard cylinders are required for each complete set of test specimens. These two cylinders shall be field cured, at a location determined by the Testing Agency. Where field cured specimens are required, Contractor shall SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 44 be responsible for storage, temperature control, and protection of specimens while at site. Testing Agency shall be responsible for handling and transportation of specimens. 3) Should Contractor desire control tests to facilitate early removal of forms. They shall be made in addition to those specified for control tests and shall be completely site -cured. Expense for making additional test cylinders, testing, curing and protection shall be Contractor's. 4) If the concrete load is redosed with superplasticizer after the required set of cylinders has been taken, then an additional set of cylinders shall be taken as required herein. This extra set shall not count against the regular number of required test cylinders and shall be paid for by the Contractor. b. Tests shall be made at time control tests are taken and so stated in reports to determine slump, air content, unit weight and temperature of concrete. 1) Air Content: ASTM C173, volumetric method for lightweight or normal weight concrete. ASTM C231, pressure method for normal weight concrete. One (1) for each of compressive strength test specimens. 2) Unit Weight: Determine unit weight of normal weight concrete in accordance with ASTM C138. Determine unit weight of lightweight concrete for each strength test in accordance with ASTM C567. c. Compressive Strength Tests: ASTM C39. 1) Two cylinders shall be broken at end of seven days after placing, two cylinders shall be broken at end of 28 days after placing, and remaining cylinders shall be stored until their disposition is determined by Architect. 2) In general, remaining cylinders will be broken only when previous test reports indicated unsatisfactory results. Tests on remaining cylinders shall be at expense of the Contractor. 3) Where cold weather field cured specimens are required, transport and test one (1) specimen with companion laboratory cured specimen at seven (7) days and transport and test the remaining field cured specimen with companion laboratory cured specimens at twenty-eight (28) days. 4) Strength level of concrete will be considered satisfactory if averages of sets of three (3) consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below specified compressive strength by more than 500 psi. d. Owners Rep reserves right to stop future concrete work when seven or 28 day tests indicate unsatisfactory results until, in his opinion, proper corrective measures have been taken to insure quality concrete in future work and corrections deemed necessary have been made. 5. Core Tests: a. If, at any time, concrete control test specimens show compressive strength of 28 days below required level, or if concrete has been frozen before it has taken final set, so severely that, in opinion of Owners Rep, its strength has been adversely affected, Contractor shall, at his own expense, have sufficient core tests taken, number and location to be accepted by Architect on such portions of work as may have been affected to determine actual conditions of concrete. b. Securing, preparing and Testing: ASTM C42. Should tests reveal that concrete does not meet requirements of this specification, Contractor shall, at his own expense, replace entire section involved or make corrections deemed necessary by Owners Rep. SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 45 G. Special Inspection: Special Inspection is required for the following work under this Section. 1. Placement of structural concrete with design strengths greater than 2500 psi. Slabs -on -grade not included. 2. See Section 03100 and Section 03200 for additional requirements. 3.13 Protection A. Installed Work: Protect newly finished slabs from weather damage. END OF SECTION SECTION 03300 - CAST -IN -PLACE CONCRETE Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 46 DIV,ISION 44`%=W , $ONK` SECTION 04060 — MASONRY MORTAR PART 1 - GENERAL 1.01 Summary A. Products Supplied But Not Installed Under This Section: 1. Mortar for Section 04810 Unit Masonry Assemblies. 2. Mortar for Section 04853 Mortar -Placed Stone Assemblies. B. Related Sections: 1. Masonry Grout: Section 04070. 2. Block: Section 04810 Unit Masonry Assemblies. 1.02 References A. Reference Standards: Comply with following: 1. ASTM C270 - Standard Specification for Mortar for Unit Masonry 1.03 Submittals A. Mix Designs: Submit mortar design mixes indicating ASTM C270 proportion or property criteria used for each type of mortar, including Portland cement, lime sand, water and admixture proportions. B. Samples: Submit cured samples of colored mortar for acceptance. 1. Final Color Acceptance: In sample masonry walls required in Section 04810 and Section 04853. 1.04 Quality Assurance A. Mock -Up Panels: Supply colored mortar for mock-up panels specified for installation under Section 04810 and Section 04853. PART2-PRODUCTS 2.01 Materials A. Portland Cement for Unit Masonry: ASTM C150, Type I, except Type In may be used for cold weather construction. 1. Masonry cement not allowed. 2. Colored Mortar: Provide natural color or white cement as required to produce desired color. 3. Stone Work Mortar: Provide non -staining complying with the non -staining requirements of ASTM C91. B. Hydrated Lime: ASTM C207, Type S. C. Aggregates: ASTM C144. D. Water: Clean and free from deleterious amounts of acids, alkalies or organic materials. E. Mortar Color: As selected by Architect. 1. Davis Colors. 2. Color Pigments Industries. 3. Solomon Colors; www.solomoncolors.com 4. Accepted substitute in accordance with Section 01600. F. Other Admixtures: Not allowed. SECTION 04060 - MASONRY MORTAR Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 47 EXHIBIT 1 - QUESTIONS & ANSWERS 10.Question: 'With regard to Bid Item #2, are there plans and details for the work requested (i.e. Water Control, Earthwork, erosion control, Storm Sewer, subdrains, Power distribution and controls, Telecommunications and Etc.?)' Answer: Attached Grading and Erosion Control plan addresses water control, and earthwork. No new Storm Sewer lines are proposed, but existing drains called out to be abandoned (Sheet S1 and G1) are to be filled with gravel, and grates saved for Parks Dept. (see notes 1 and 2, sheet S1). There are no subdrains, please disregard them as part of bid item #2 (water drains naturally via swale to existing inlet in parking lot). See Electric sheets El-E3 for power distribution and controls. Telecommunications are not included in project, disregard them as part of Bid Item #2. 11. See detail 5 sheet D3 for details on emblem. Sandblaster to be approved by Owners Rep. 12. Faux Stone Veneer proprietary spec attached (Section 04853 MORTAR PLACED STONE ASSEMBLIES -PROPRIETARY). It is a thin stone manufactured veneer that is the exact match to what exists on the entry bridge. No substitutions please. 13. LCD screens and walls, including footer, will be by others. Please don't bid this item. 14.The concrete pedestal for the statue is the responsibility of the bidder. There is no stone veneer on the base. 15. The seeded area doesn't get hydro mulch. 16. Question: 'Reference sheet E2 the wall cap shows a grove cut into the cap but when you go to sheet D2 detail page no such groove is show. Please clarify' Answer: The detail on sheet E2 shows a groove on the underside of the Military Branches Wall to accommodate LED fixtures. The same detail shows up on Detail 2, Sheet D3 (not sheet D2). 17. With regard to Supplemental Pricing for Utilities, specification section 01270 UNIT PRICES has been attached with this addendum. 18.Table of Contents has been added for the specifications (attached). 19.There is a boring in the center of the site, please reference attached Terracon Geotechnical engineering report dated June 3, 2005. Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 3 1. Antifreeze Compounds: Calcium chloride or other antifreeze agents not allowed. 2. Use of accelerators not allowed. 2.02 Mixes A. Mortar Materials and Proportions: Comply with ASTM C270. B. Unit Masonry Setting Mortar: Type S, 1800 psi average compressive strength in 28 days. C. Non -Staining Stone Setting Mortar: 1. Type S: Containing non -staining Type I Portland cement, hydrated time and aggregate. 1800 psi average compressive strength in 28 days. 2. Provide colored mortar to match accepted samples. D. Pointing Mortar: One part Portland cement, 1/8 part hydrated lime or time putty and two parts aggregate passing the No. 80 sieve. 1. Provide colored mortar to match accepted samples. 2. Stone Work: Provide non -staining Portland cement. PART 3 - EXECUTION 3.01 Preparation Clean equipment for mixing, transportation and placing mortar before starting work. 3.02 Measurement and Mixing A. Measurement Method: 1. Job Site Mixing: By either volume or weight so that specified proportions can be controlled and accurately maintained. Measurement of sand by shovel not allowed. B. Mortar Mixing: Mix cementitious materials and aggregate for at least three minutes and not more than five minutes in mechanical batch mixer, with maximum amount of water to produce workable consistency. C. Retempering: Retemper mortars that have stiffened because of evaporation of water from mortar by adding water as frequently as needed to restore required consistency. 1. Use mortar within 2-1/2 hours after initial mixing. 3.03 Field Quality Control A. Testing Agency: Testing will be conducted by accepted testing laboratory. B. Mortar Cube Tests: Mortar cubes will be prepared, cured and tested by accepted testing laboratory. 1. Testing: In accordance with ASTM C780 and CMI 201.1. END OF SECTION SECTION 04060 - MASONRY MORTAR Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 48 SECTION 04070 — MASONRY GROUT PART 1 -GENERAL 1.01 Summary A. Products Supplied But Not Installed Under This Section: 1. Grout for Section 04810 Unit Masonry Assemblies. B. Related Sections: 1. Masonry Mortar: Section 04060. 2. Block: Section 04810 Unit Masonry Assemblies. 1.02 References A. Reference Standards: Comply with following: 1. ASTM C476 - Standard Specification for Grout for Masonry. 1.03 Submittals A. Test Reports: Reports of tests will be distributed. B. Grout Mix Designs: 1. Submit if ready -mix grout is to be supplied. Mix design submittal is not required for site -mixed grout 2. Follow provisions of Section 03300 for mix design submittal requirements and procedures. PART2-PRODUCTS 2.01 Materials A. Portland Cement for Unit Masonry: ASTM C 150, Type I, except Type III may be used for cold weather construction. 1. Masonry cement not allowed. B. Hydrated Lime: ASTM C207, Type S. C. Aggregates: ASTM C404. D. Water: Clean and free from deleterious amounts of acids, alkalies or organic materials. E. Admixtures: Not allowed. 1. Antifreeze Compounds: Calcium chloride or other antifreeze agents not allowed. 2. Use of accelerators not allowed. 2.02 Mixes A. Site -Mixed Grout for Masonry: 1. ASTM C476. Proportion by volume with sufficient water added to produce consistency for pouring without segregation. 2. Coarse Grout: Coarse grout may be used only in filled -cell construction 3" or more in both horizontal dimensions. Coarse grout to be composed of one part Portland cement with not more than one -tenth part hydrated lime or lime putty added, and two and one-fourth to three parts sand, and not more than two parts gravel. 3. Fine Grout: Use fine grout in all locations where coarse grout may not be used. Composed of . one part Portland cement, with not more than one -tenth part hydrated lime or time putty added, and two and one-fourth to three parts sand. SECTION 04070 - MASONRY GROUT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 49 4. Grout shall attain a minimum strength at 28 days of 2,000 psi. B. Ready -Mixed Grout for Masonry: Proportion with sufficient water added to produce consistency for pouring without segregation. 1. Minimum: 28-day compressive strength: 2,000 psi 2. Aggregate Size: 3/8 inch maximum. 3. Design Slump: 8-inch minimum, 10 inch maximum. PART 3-EXECUTION 3.01 Preparation A. Clean equipment for mixing, transportation and placing grout before starting work. 3.02 Measurement and Miring A. Measurement Method: By either volume or weight so that specified proportions can be controlled and accurately maintained. Measurement of sand by shovel not allowed. B. Site Mixing of Grout: Mix cement and aggregate for at lease 3 minutes and not more than 10 minutes in a mechanical mixer with the amount of water required to provide the desired workability. 3.03 Field Quality Control A. Grout Tests: Control tests will be conducted by accepted testing laboratory. See Section 03300 for requirements. 1. Test Reports: Reports of tests will be distributed. B. Ready -Mixed Grout: 1. Compressive strength shall be sampled and tested in accordance with the ASTM CIO 19. 2. Testing Agency: Grout tests will be conducted by a testing laboratory selected and paid by the Owner. 3. Test Specimens: Take grout samples as grout is being placed into the wall. Construct three test specimens in accordance with ASTM C 10 19 under the observation of the testing agency. Cure, protect, and store specimens on -site for 48 hours. Protect from freezing and variations in temperature until collected by testing agency. 4. Frequency: Minimum of one sample consisting of three specimens shall be built and tested for each 5000 square feet of wall area as masonry construction progresses. END OF SECTION SECTION 04070 - MASONRY GROUT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 50 SECTION 04080 — MASONRY ANCHORAGE AND REINFORCEMENT PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Joint Reinforcement. B. Related Sections: 1. Reinforcing Bars: Section 03200 Concrete Reinforcement. 2. Masonry Mortar: Section 04060. 3. Masonry Grout: Section 04070. 5. Block: Section 04810 Unit Masonry Assemblies. PART2-PRODUCTS 2.01 Manufacturers A. Acceptable Manufacturers: 1. Dur-O-Wal. 2. AA Wire Products. 3. Heckman Building Products. 4. Masonry Reinforcing Corporation of America. 5. Accepted Substitute 2.02 Joint Reinforcement A. Horizontal Reinforcement: 1. General: Welded wire units of ASTM A82 cold drawn wire, No. 9 gage deformed side rods and No. 9 gage plain cross rods. a. Width: Approximately 2" less than width of wall. b. Provide prefabricated comers and tees. 2. Finish at Exterior Walls: Galvanized. 3. Type: Truss design except provide ladder type at reinforced masonry walls. PART EXECUTION 3.01 Joint Reinforcement A. Masonry Walls: 1. Installjoint reinforcement continuously in every second horizontal block course (16" o.c.) of masonry walls. 2. Lap 6" at splices. 4. Provide one additional piece above and below openings extending 2' minimum beyond opening. 5. Use prefabricated pieces at corners and tees. B. Control Joints: Do not extend joint reinforcement through control joints. END OF SECTION SECTION 04080 - MASONRY ANCHORAGE AND REINFORCEMENT Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 51 SECTION 04810 —UNIT MASONRY ASSEMBLIES PART 1 - GENERAL 1.01 Summary A. Section Includes: 1. Concrete block masonry walls. 2. Concrete masonry veneer. 3. Reinforced masonry construction. B. Products Installed But Not Supplied Under This Section: 1. Masonry Reinforcing Bars: Section 03200 Concrete Reinforcement. 2. Mortar: Section 04060 Masonry Mortar. 3. Grout: Section 04070 Masonry Grout. 4. Items to be Built -In From Other Sections: a. Bolts and anchors. b. Nailing blocks. c. Inserts. d. Flashing reglets and other sheet metal. e. Steel lintels. f. Expansion joints - sheet metal or manufactured. g. Mechanical or electrical sleeves or blockouts. h. Access panels. i. All other built-in members. C. Related Requirements: 1. Joint Reinforcement, Ties and Anchors: Section 04080 Masonry Anchorage and Reinforcement. D. Related Sections: 1. Stone: Section 04853 Mortar -Placed Stone Assemblies. 1.02 References A. Reference Standards: Comply with following: 1. American National Standards Institute, ANSUNBS 211 (A41.1), "Building Code Requirements for Masonry". 2. Uniform Building Code (UBC). Chapter 21 - Masonry. 3. ACI 530.1-99/ASCE 6-99 — Specification for Masonry Structures. 4. National Concrete Masonry Association, NCMA, "A Manual of Facts on Concrete Masonry" (collection of TEK Bulletins). 5. Portland Cement Association, PCA, "Concrete Masonry Handbook ". 1.03 Performance Requirements A. Structural Performance Criteria: 1. Minimum compressive strength, Pm of concrete masonry at the age of 28 days: 1,500 psi. SECTION 04810 - UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 52 1.04 Submittals A. Shop Drawings: Submit shop drawings in accordance with Section 01330 for all reinforced masonry. 1. Include minimum of the following. 2. Fabrication dimensions and locations for placing reinforcing steel and accessories. 3. Details of steel reinforcement, including lap lengths and bends. 4. Grade of reinforcing steel. 5. Masonry lintels. B. Samples: 1. Face Masonry Unit Samples: Submit three full size samples of each type of face block for acceptance. 2. Architect will retain one set of accepted samples. 3. Keep one set of accepted samples at site throughout construction period. 4. Submitted samples must match samples in Architect's office. C. Quality Assurance Submittals: 1. Test Reports: Submit following tests for each class of unit and type of masonry assemblage two weeks prior to start of construction. Prepare specimens and test in accordance with Uniform Building Code and standards cited therein. a. Tests made on individual masonry units within last four months. b. Current mortar test including mortar proportions. c. Current grout test including grout proportions. d. Current prism test. l) Include mortar and grout proportions used in test specimens. 2) Substantiate that each type of masonry assemblage meets or exceeds required 28 day compressive strength (fm). 2. Certificates: If requested by the Architect, furnish manufacturer's certification and test results indicating that concrete masonry units meet specified ASTM requirements. 3. Masonry Subcontractor Qualifications: Masonry bidders shall submit evidence of qualifications along with bid proposals. Include evidence of minimum experience and a list of successfully completed projects with similar materials and complexity. 1.05 Quality Assurance A. Regulatory Requirements: Where a fire-resistant classification is indicated, comply with the applicable building code requirements for materials and installation to achieve the indicated rating. B. Mock -Up: Construct minimum 6'x 6' exterior wall panel, with all face block types in stripes colored mortar, and joint reinforcement in location as directed by Architect. 1. Accepted Wall Panels: Standard for rest of work. 2. Sample Wall Panels: Do not incorporate into completed project. Remove from site after masonry work is accepted. 1.06 Delivery, Storage and Handling A. General: Comply with Section 01600. SECTION 04810 - UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 53 B. Masonry Units: Handle carefully to avoid chipping and protect against wetting prior to use allowing air circulation under stacked units. C. Do not use salt or calcium chloride to remove ice from masonry surfaces. 1.07 Project Conditions A. Environmental Requirements: 1. Cold Weather Protection during Installation: a. Preparation: Before beginning work, remove ice or snow formed on masonry bed by carefully applying heat until top surface is dry to touch. Remove frozen or damaged masonry. b. Air Temperature 40 degrees F to 32 degrees F: Heat sand or mixing water to minimum of 55 degrees F and maximum of 120 degrees F. c. Air Temperature 32 degrees F to 25 degrees F: Heat sand and mixing water to minimum of 65 degrees F and maximum of 120 degrees F. d. Air Temperature 25 degrees F to 20 degrees F: Heat sand and mixing water to minimum of 75 degrees F and maximum of 120 degrees F. Use salamander or other sources of heat on both sides of walls under construction. Use windbreaks when wind is in excess of 15 mph. e. Air Temperature 20 degrees F and Below: Heat sand and mixing water to minimum of 75 degrees F and maximum of 120 degrees F. Provide enclosure and auxiliary heat to maintain air temperature above 32 degrees F. Temperature of units when laid shall be not less than 20 degrees F. f. Grout: Place grout in masonry at minimum temperature of 70 degrees F and maximum temperature of 120 degrees F. Maintain grouted masonry above 32 degrees F for 24 hours following placement of grout. g. Admixtures: Mortar admixtures will not be permitted without written acceptance of Architect. h. Frozen Work: Above paragraphs are designed to permit masonry work to continue during periods of cold temperature. Any frozen masonry work will be prima facie evidence that above requirements have not been complied with. Remove and replace frozen materials as directed by Architect. 2. Cold Weather Protection after Installation: a. Mean Daily Air Temperature 40 degrees F to 32 degrees F: Protect masonry from rain or snow for 24 hours. b. Mean Daily Air Temperature 32 degrees F to 25 degrees F: Cover masonry completely for 24 hours; 48 hours for grouted masonry. c. Mean Daily Air Temperature 25 degrees F to 20 degrees F: Cover masonry completely with insulating blankets for 24 hours; 48 hours for grouted masonry. d. Mean Daily Air Temperature 20 degrees F and Below: Maintain Masonry temperature above 32 degrees F for 24 hours by enclosure and supplementary heat, by electric heating blankets, infrared heat lamps or other method proven to be satisfactory. 3. Hot Weather Protection During Installation: When air temperature exceeds 99 degrees F in shade, protect freshly laid masonry from direct exposure to wind and sun. 4. Moisture Protection During Installation: Where exposed to weather, Cover top of masonry walls at end of each day's work using waterproof material weighted down to ensure its remaining in place. Maintain such protection until final capping of wall. SECTION 04810 -UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 54 PART 2-PRODUCTS 2.01 Masonry Units A. Lightweight Concrete Block (Less than 105 pounds per cubic foot oven -dry weight of concrete): ASTM C90. 1. Aggregate: ASTM 031 (Lightweight). 2. Classification: Grade N, Type 1. a. Curing: In moisture controlled atmosphere at normal pressure and temperature, or in an autoclave, to comply with requirements for Type I units. 3. Nominal Size: Eight inch x 16-inch face size, thickness as indicated. 4. Minimum Net Compressive Strength: 1900 psi over minimum ungrouted net area. 5. Provide lintel blocks, comer blocks, jamb blocks, header blocks and required special shapes as detailed or required to complete the job. 3. Each Type: Block manufacturers must match color, texture, density and quality of sample blocks in Architect's office. Submitted samples must be accepted before delivery of face masonry units to site. See "Submittals" and "Quality Assurance" in Part I of this section. 2.02 Mortar and Accessories A. Mortar: See Section 04060. B. Grout: See Section 04070. C. Joint Reinforcement, Ties and Anchors: Section 04080 Masonry Anchorage and Reinforcement 2.03 Reinforcing Steel for Reinforced Masonry A. Reinforcing Bars: Supplied under Section 03200 PART 3 - EXECUTION 3.01 Examination A. Verification of Conditions 1. Bearing Surfaces: Inspect foundations and other bearing surfaces for proper grades and elevations, freedom from dirt and other foreign material. Report unsatisfactory conditions to General Contractor in writing with copy to Architect and Owners Rep. 3.02 Preparation A. Cooperation: Check relationship of masonry to work under other sections, cooperate with others and proceed as desirable for general progress and best interest of project. B. Cleaning: Remove dirt, ice, loose rust and scale from walls, ties and reinforcing prior to installation. 3.03 Masonry Installation A. General: 1. Lay masonry plumb, level and true to lines to tolerances indicated. Bond as indicated on elevations and details. 2. Adjust masonry dimensions and install starter units as required to eliminate small cuts and to maintain bond. Cut neatly around contacting work. J. Construct slots, chases, cavities and similar spaces as required for other work. 4. Masonry dimensions for exterior openings are nominal. Lay out masonry openings to provide 1/4-inch maximum sealant joint at metal frames. B. Solid Units: SECTION 04810 -UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 55 1. Use solid units for top course of exterior piers, walls, window sills, etc. as indicated and required. 2. Use solid units for soldier courses in bearing walls and wherever cores of hollow units would be exposed to view or weather. C. Mortar Joints: 1. Lay masonry work in shoved manner in full beds of unfurrowed mortar. Completely fill vertical and horizontal joints and voids with mortar. 2. Joints: Plumb or level. 3. Joint Treatment: a. Tool exposed joints to compressed "V" joint surface well bonded to units. b. Cut unexposed joints flush. 4. Avoid overplumbing and pounding of corners and jambs to fit stretcher units after being set in position. Where adjustment must be made after mortar has started to harden, remove mortar and replace with fresh mortar. D. Built -In Items: 1. Cooperate to build -in items of others into masonry as work progresses. 2. Steel Door Jambs: Grout steel doorjambs set in masonry full of mortar as wall is built. 4. Chases and Recesses: Provide chases in masonry walls as indicated and required for mechanical and electrical work for pipes and conduits. Build recesses as required for accommodation of cases and cabinets, radiators, and unit heaters. 5. Built-in Items: Install sleeves of proper size provided by others, where directed, to permit passage of pipes through walls. Build -in wall sleeves, anchors, plates, and other members provided by others. Properly set built-in items as walls progress and under direction of party providing same. 6. Access Panels: Install access panels occurring in masonry walls. a. Access Panels: Furnished under other sections. b. Accurately locate as directed. 7. Embedded Sheet Metal: Install embedded sheet metal flashing, reglets, etc., provided by others. Clean surfaces of masonry smooth and free from projections that might puncture or otherwise damage embedded materials. Place embedded items on bed of fresh mortar. Cover with fresh mortar before laying succeeding courses. E. Starting and Stopping: Where fresh masonry joins partially or totally set masonry, clean exposed surfaces of set masonry and wet lightly to obtain good bond with new work. Remove loose masonry and mortar. If it is necessary to stop off horizontal run of masonry, step back 1/2 masonry unit length in each course. Do not tooth. F. Cutting: Where cutting of units is necessary, make cuts with motor -driven masonry saw. H. Bracing: Adequately brace masonry until cured and permanently supported. 3.04 Concrete Block Installation A. General: Unless otherwise indicated, lay concrete block in running bond. B. Installation: 1. Joints: Uniform approximately 3/8 inch wide. 2. Wetting: Do not wet units. Lay dry. SECTION 04810 - UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 56 3. Partition Heights: Extend interior masonry walls to structure above unless otherwise indicated. C. Face Masonry Unit Stripes: Horizontal stripes shall appear continuous on each elevation and each pair of elevations that can be viewed at any one time. 3.05 Wind Bracing A. Installation and Removal: Wind bracing shall be installed as the wall is laid up and shall be removed only when permanent supports and braces are in place, walls are fully cured and permission of the Structural Engineer is obtained. B. Responsibility: Structural adequacy and safety of wind bracing is the sole responsibility of the General Contractor and his masonry subcontractor. 3.06 Reinforced Masonry A. General: 1. Where indicated on Drawings, reinforce masonry unit cores with deformed steel reinforcing bars and grout as indicated. 2. All concrete block below grade shall be grouted solid. B. Layout and Alignment: Build reinforced hollow unit masonry to preserve unobstructed vertical continuity of cells to be filled. Vertical cells to be filled shall have a vertical alignment to maintain a continuous unobstructed cell area not less than 2 inches by 3 inches. C. Reinforcement: 1. Hold vertical reinforcement in position at top and bottom and at intervals not exceeding 192 bar diameters. 2. Laps: 48 bar diameters minimum where spliced. 3. All vertical bar lengths for low lift grouted construction shall be 4'-8" plus required lap. 4. When a foundation dowel does not line up with the vertical core to be reinforced, it shall not be bent over, but shall be grouted into a core in direct vertical alignment, even though it is in an adjacent cell to the vertical wall reinforcing. D. Grouting. 1. All debris and projecting mortar shall be cleaned out before pouring grout. 2. Grout spaces less than two inches in width with fine grout using low lift grouting techniques. In spaces greater than two inches use coarse grout using high or low lift grouting techniques. 3. Hold mortar in bed joints back 1/4 inch from edges of masonry unit adjacent to grout spaces, bevel back and upward from grout space. Keep mortar droppings out of grout spaces. Head and bed joints shall be shoved at least 1/2 inch into place. 4. When the grouting is stopped for one hour or longer, stop pouring of grout I- 1/2-inches below top of uppermost unit. 5. Grout Consolidation: Consolidate grout by mechanical vibration during placement before loss of plasticity in a manner to fill the grout space. Grout pours greater than 12 inches in height shall be reconsolidated by mechanical vibration to minimize voids due to water loss. Grout pours 12 inches or less in height shall be mechanically vibrated or puddled. E. Low Lift Grouting: Grout in lifts not exceeding 16 inches and pours not exceeding 4'-0". Stop pours 1-1/2 inches below the top of a course to form a key at pour joints. F. High -Lift Grouting: Not allowed. G. Bond Beams: Continue bond beams minimum 2 feet around corners. Where bond beam steps, lap bond beam courses minimum 2 feet. SECTION 04810 - UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 57 EXHIBIT 2 — ADDITIONAL SPECIFICATION SECTIONS & DRAWINGS SPECIFICATIONS UPDATED -SECTION 02750 CONCRETE PAVING: References to color hardener removed. All colored concrete is integral. SPECIFICATION SECTIONS ADDED TABLE OF CONTENTS -01270 UNIT PRICES -02870 SITE FURNISHINGS -03100 CONCRETE FORMS AND ACCESSORIES -03200 CONCRETE REINFORCEMENT -03300 CAST IN PLACE CONCRETE -04060 MASONRY MORTAR -04070 MASONRY GROUT -04080 MASONRY ANCHORAGE AND REINFORCEMENT -04810 UNIT MASONRY ASSEMBLIES -04853 MORTAR PLACED STONE ASSEMBLIES -PROPRIETARY DRAWINGS Sheet G1 - Add to Set Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 4 3.07 Allowable Tolerances A. Maximum Variation from Plumb: 1. In lines and surfaces of columns, walls and arises: a. 1/4 inch in 10 feet. b. 3/8 inch in any story or 20 feet maximum. 2. For external comers, expansion joints and other conspicuous lines: a. 1/4 inch in any story 20 feet maximum. B. Maximum variation from level or grades for exposed lintels, sills, stripes, parapets, horizontal grooves and other conspicuous lines: 1. 1/4 inch in any bay or 20 feet. 2. 1/2 inch in 40 feet. C. Maximum variation of linear building line from an established position in plan and related portions of columns, walls and partitions: 1. 1/2 inch in any bay or 20 feet maximum. 3.08 Cutting and Patching A. Cutting and Patching: Cut and patch masonry wherever necessary for other trades. Do such work with experienced mechanics in workmanlike manner. Do not cut and patch work that will tend to injure strength or appearance of finished work. Cutting of finished masonry for purpose of building -in members will not be allowed. 3.09 Pointing and Cleaning A. Cut out any defective joints and holes in exposed masonry and repoint with mortar. Take care to match color of exposed joints in masonry that will not be painted or otherwise covered. B. Daily Cleaning: Make every practical effort to keep masonry work as clean as possible during construction. At a minimum, dry brush masonry surfaces after mortar has set at end of each day's work and after final pointing. C. Final Cleaning: 1. Clean all mortar, dirt and construction film from masonry using stiff brush and water when mortar is at least 7 days and not more than 14 days old. Deviations from this procedure must be requested in writing from the Architect prior to starting masonry work. D. Acid will not be permitted. E. Upon completion of pointing and cleaning leave the work and surrounding surfaces clean and free of mortar spots, droppings and broken masonry. 3.10 Protection A. Protection of Completed Work from Physical Damage: Protect projecting masonry liable to damage after setting by suitable planking well supported. Securely box jambs and sills of openings used for passage. B. Replacement: Replace masonry work showing damage or disfiguration during progress of work in its entirety. Patching or hiding of defects not permitted. END OF SECTION SECTION 04810 -UNIT MASONRY ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 58 SECTION 04853 -MANUFACTURED MASONRY PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: Manufactured stone veneer. B. Related Sections: 1. Division 04060, Masonry Mortar 1.02 REFERENCES A. American Concrete Institute (ACI). B. American Society for Testing and Materials (ASTM): 1. ASTM C 39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 2. ASTM C 67, Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile. 3. ASTM C 177, Standard Test Method for Steady -State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded -Hot -Plate Apparatus. 4. ASTM C 192, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. 5. ASTM C 270, Standard Specification for Mortar for Unit. Masonry. 6. ASTM C 482, Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement. 7. ASTM D 226, Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. C. Building Materials Evaluation Commission. D. International Code Council (ICC): 1. ES Report. 2. UBC Standard No. 14-1, Kraft Waterproof Building Paper. E. Masonry Standards Joint Committee (MSJC) of The Masonry Society. F. Underwriters Laboratories (UL): 1. Listing in Material Approval Guide. 2. UL 723, Standard for Safety for Surface Burning Characteristics of Building Materials. 1.03 SUBMITTALS A. Submit following items in accordance with Section 01330: 1. Product Data: Manufactured masonry and application materials including mortar. 2. Samples: Panel containing full-size samples of specified manufactured masonry showing full range of colors and textures. a. Actual size of masonry sample approximately 12 by 12 inches (300 by 300 mm). 3. Quality Assurance/Control Submittals: a. Qualifications: SECTION 04853 - MORTAR PLACED STONE ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 59 1) Proof of manufacturer qualifications. 2) Proof of installer qualifications. b. Certificates: ICC-ES Report. c. Manufacturer's Installation Instructions. B. Closeout Submittals: Reference Section 01700—Contract Closeout; submit following items: 1. Maintenance Instructions. 2. Special Warranties. 1.04 QUALITY ASSURANCE A. Qualifications 1. Manufacturer Qualifications: a. Minimum five years experience in producing manufactured masonry. b. Member of following organizations: 1) MSJC. 2) AC I. 3) ASTM. 2. Installer Qualifications: Company with documented experience in installation of manufactured masonry including minimum 5 projects within 400 mile radius of this Project. B. Field Samples: Provide in a location selected by Owners Rep showing representative sample of installed product including penetration and termination details, corner detail, mortar color and tooling. 1. Minimum Size: 4 by 4 feet 2. Approved field samples may remain as part of completed Work. 1.05 DELIVERY, STORAGE, AND HANDLING A. Follow manufacturer's instructions. B. Store moisture -sensitive materials in weather protected enclosures. 1.06 PROJECT/SITE CONDITIONS A. Environmental Requirements: Maintain materials and ambient temperature in area of installation at minimum 40 degrees F (4 degrees C) prior to, during, and for 48 hours following installation. 1.07 WARRANTY A. Special Warranty: Provide manufacturer's standard limited warranty against defects in manufacturing for a period of 50 years following date of Substantial Completion. 1.08 MAINTENANCE A. Extra Materials: Furnish extra manufactured stone material in a variety of shapes and sizes in quantity equal to three percent of the installed stone. PART 2-PRODUCTS SECTION 04853 - MORTAR PLACED STONE ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 60 2.01 MANUFACTURER A. Owens Corning One Owens Corning Parkway Toledo, OH 43659 1. Use local Manufacturer's Distributor. Tel: (800) 255-1727 Fax: (866)2t3-3037 Website: www.culturedstone.com B. Substitutions: None permitted. 2.02 MANUFACTURED MASONRY MATERIALS A. Cultured StoneoTextures: 1. Single Texture: 100% Bucks County Dressed Fieldstone PART 3-EXECUTION 3.01 EXAMINATION A.. Examine substrates upon which manufactured masonry will be installed. B. Coordinate with responsible entity to correct unsatisfactory conditions. C. Commencement of work by installer is acceptance of substrate conditions. ft?�II►�=�.i917[C7��C�i�►I A. Protection: Prevent work from occurring on the opposite of walls to which manufactured masonry is applied during and for 48 hours following installation of the manufactured masonry. B. Surface Preparation: Follow manufacturer's instructions designated below for the appropriate type of manufactured masonry and substrate. 3.03 INSTALLATION A. Install Cultured Stone products in accordance with manufacturer's Cultured Stone' installation instructions using grouted joints. B. Install/Apply Related Materials specified above in accordance with type of substrate and manufactured masonry manufacturer's installation instructions. 3.04 CLEANING A. Clean manufactured masonry in accordance with manufacturer's installation instructions. 3.05 PROTECTION A. Protect finished work from rain during and for 48 hours following installation. B. Protect finished work from damage during remainder of construction period. END OF SECTION SECTION 04853 - MORTAR PLACED STONE ASSEMBLIES Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 61 zsOBO Oloo GNMOoImoj 3IIIS Mn 1sv3 I O> N�saa a+. -TOW.NOZ) NOISOZM/N d ONICYNE) XMVd NOA VO ONIUdS IV Y d SNVU313A I, 4 Sig z 0- 0. z w W 6 - - - - - - - - - - -------------------------- b , �Pv* - 19 /I A , EXHIBIT 3 - TERRACON GEOTECHNICAL ENGINEERING REPORT GEOTECHNICAL ENGINEERING REPORT PROPOSED SPRING CANYON COMMUNITY PARK SOUTH OF QUAIL HOLLOW SUBDIVISION AND COTTONWOOD GLEN PARK AND NORTH OF HORSETOOTH ROAD FORT COLLINS, COLORADO TERRACON PROJECT NO.20055075 JUNE 3, 2005 Prepared for. BHA DESIGN, INC. 4803 INNOVATION DRIVE FORT COLLINS, COLORADO 80525 ATTN: MR. ROGER SHERMAN Prepared by: Terracon 301 North Howes Street Fort Collins, Colorado 80521 1rerracon Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 63 June 3, 2005 1rerracon Consulting Engineers & Scientists 301 North Howes • P.O. Box 503 BHA Design, Inc. Fort Collins, Colorado 80521-0503 4803 Innovation Drive Phone 970.484.0359 Fort Collins, Colorado 80525 Fax 970.484.0454 www.terracon.com Attn: Mr. Roger Sherman Re: Geotechnical Engineering Report Proposed Spring Canyon Community Park South of Cottonwood Glen Park and North of Horsetooth Road Fort Collins, Colorado Terracon Project No. 20055075 Terracon has completed a geotechnical engineering exploration for the proposed approximately 110 to i i5-acre tract of land to be developed into the Spring Canyon Community Park, located south of the existing Cottonwood Glen Park and north of Horsetooth Road, along the foothills in southwest Fort Collins, Colorado. The project as we understand it is to develop the site into a community park consisting of but not limited to the following elements: an entrance drive off of Overland Trail along the northern portion of the site and off of Horsetooth Road long the southern portion of the site, several parking areas, n trail underpass beneath the southern entrance drive, various slab on grade restrooms and shelter facilities, a single -story, slab on grade maintenance yard, basketball and tennis courts, two baseball/softball fields, an in -line hockey and skate rink, a climbing wall, a new drainage channel along the southwest portion of the site in which deep cuts are anticipated, and various open -space areas. This study was performed in general accordance with our Proposal No. D2005122-Revision No. 1 dated April 4, 2005. Terracon conducted a preliminary geotechnical engineering exploration for the proposed Spring Canyon Community Park, (a.k.a. the Southwest Community Youth Sports Park) in April of 1998, as well as the comprehensive exploration for the Cottonwood Glen Park in November of 1998. For further information and findings thereof, please refer to our "Preliminary Geotechnical Engineering Report" dated April 20, 1998, Project No. 20985060, and our "Geotechnical Engineering Report" dated December 30, 1998, Project No. 20985195. The subsurface profiles and the field and laboratory test results from these investigations are being incorporated into this study as well. The results of our recent engineering study, including the boring location diagram for 21 supplemental test borings, laboratory test results, test boring records, and geotechnical recommendations needed to aid in the design and construction of foundations, floor slabs, trails, underpass, pavements, detention ponds and other earth connected phases of this project are attached. The subsurface soils at the site generally consisted of an approximate 6-inch layer of silty topsoil underlain by the native cohesive sandy lean clay and clayey sand soils, which extended to the depths explored or to the granular or bedrock strata below. Silty sand with gravel was encountered in 6 of the 21 borings at approximate depths of 3 to 12-feet below site grades and extended to the depths explored or to the bedrock below. Siltstone/claystone bedrock was encountered in 7 of the 21 borings at approximate depths of 3 to 14-1/2-feet below site grades and extended to the depths explored. Delivering Success for Clients and Employees Since 1965 Addendum 1 - 7204 Veterans M92JWS'pg'1n'cJsC"aW. 96H'Community Park 64 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lferracan During the initial drilling operations, groundwater was encountered in the majority of the test borings at approximate depths of 5 to 12-feet below site grades. Groundwater was not encountered to maximum depths of exploration during the initial drilling operations in Boring Nos. 1, 2, 10, 16, and 22. However when checked several days after drilling groundwater was measured at approximate depths of 2 to 10- 1/2-feet below existing site grads. Prior to our follow up groundwater measurement episode, Boring Nos. 7, 10, 11, 15, and 22 were filled in. Therefore, we were unable to obtain stabilized groundwater readings at these locations. We anticipate relatively lightly loaded wall and column loads will be generated from the proposed structures, and will likely be on the order of 1 to 3 kips per linear foot, and 10 to 75 kips respectively. We also assume that finished floor elevations will be at or near existing site grades. Due to the assumed lightly loaded wall and column loads, it is our opinion the use of conventional type spread footings or pads could be used to support the proposed structures provided foundations are placed a minimum of 3-feet above groundwater and the moderately expansive bedrock formation. If the 3-foot separation cannot be achieved between the bottom of foundations and the underlying bedrock formation, use of a drilled pier foundation system should be utilized, or consideration of an over - excavation and replacement procedure to allow for the use of spread footings. Conventional slab on grade is feasible for the site provided the subgrade preparation and the recommendations included herein are followed. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services please feel free to contact us. -"= 1_ f t. Sincerely, TERgyC N 712 ° David A. Ric �E?�,r;Fp��.°°°ze�� Geotechnical I ment Manager Reviewed by: Edward Paas, P.E. Senior Geotechnical Engineer/Principal Copies to: Addressee (5) Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 65 June 3, 2005 BHA Design, Inc. 4803 Innovation Drive Fort Collins, Colorado 80525 Attn: Mr. Roger Sherman (��(Ojpy Re: Geotechnical Engineering Report Proposed Spring Canyon Community Park South of Cottonwood Glen Park and North of Horsetooth Road Fort Collins, Colorado Terracon Project No. 20055075 Irerracan Consulting Engineers & Scientists 301 North Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 Phone 970.484.0359 Fax 970.484.0454 . www.terracon.com Terracon has completed a geotechnical engineering exploration for the proposed approximately 110 to 115-acre tract of land to be developed into the Spring Canyon Community Park, located south of the existing Cottonwood Glen Park and north of Horsetooth Road, along the foothills in southwest Fort Collins, Colorado. The project as we understand it is to develop the site into a community park consisting of but not limited to the following elements: an entrance drive off of Overland Trail along the northern portion of the site and off of Horsetooth Road long the southern portion of the site, several parking areas, a trail underpass beneath the southern entrance drive, various slab on grade restrooms and shelter facilities, a single -story, slab on grade maintenance yard, basketball and tennis courts, two baseball/softball fields, an in -line hockey and skate rink, a climbing wall, a new drainage channel along the southwest portion of the site in which deep cuts are anticipated, and various open -space areas. This study was performed in general accordance with our Proposal No. D2005122-Revision No. 1 dated April 4, 2005. Terracon conducted a preliminary geotechnical engineering exploration for the proposed Spring Canyon Community Park, (a.k.a. the Southwest Community Youth Sports Park) in April of 1998, as well as the comprehensive exploration for the Cottonwood Glen Park in November of 1998. For further information and findings thereof, please refer to our "Preliminary Geotechnical Engineering Report" dated April 20, 1998, Project No. 20985060, and our "Geotechnical Engineering Report" dated December 30, 1998, Project No. 20985195. The subsurface profiles and the field and laboratory test results from these investigations are being incorporated into this study as well. The -results of our recent engineering study, including the boring location diagram for 21 supplemental test borings, laboratory test results, test boring records, and geotechnical recommendations needed to -aid in the design and construction of foundations, floor slabs, trails, underpass, pavements, detention ponds and other earth connected phases of this project are attached. The subsurface soils at the site generally consisted of an approximate 6-inch layer of silty topsoil underlain by the native cohesive sandy lean clay and clayey sand soils, which extended to the depths explored or to the granular or bedrock strata below. Silty sand with gravel was encountered in 6 of the 21 borings at approximate depths of 3 to 12-feet below site grades and extended to the depths explored or to the bedrock below. Siltstone/claystone bedrock was encountered in 7 of the 21 borings at approximate depths of 3 to 14-1/2-feet below site grades and extended to the depths explored. Delivering Success for Clients and Employees Since 1965 Addendum 1 - 7204 Veterans MUJWP $?%JsNtfoftommunity Park 66 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lrkracan During the initial drilling operations, groundwater was encountered in the majority of the test borings at approximate depths of 5 to 12-feet below site grades. Groundwater was not encountered to maximum depths of exploration during the initial drilling operations in Boring Nos. 1, 2, 10, 16, and 22. However when checked several days after drilling groundwater was measured at approximate depths of 2 to 10- 1/2-feet below existing site grads. Prior to our follow up groundwater measurement episode, Boring Nos. 7, 10, 11, 15, and 22 were filled in. Therefore, we were unable to obtain stabilized groundwater readings at these locations. We anticipate relatively lightly loaded wall and column loads will be generated from the proposed structures, and will likely be on the order of 1 to 3 kips per linear foot, and 10 to 75 kips respectively. We also assume that finished floor elevations will be at or near existing site grades. Due to the assumed lightly loaded wall and column loads, it is our opinion the use of conventional type spread footings or pads could be used to support the proposed structures provided foundations are placed a minimum of 3-feet above groundwater and the moderately expansive bedrock formation. If the 3-foot separation cannot be achieved between the bottom of foundations and the underlying bedrock formation, use of a drilled pier foundation system should be utilized, or consideration of an over - excavation and replacement procedure to allow for the use of spread footings. Conventional slab on grade is feasible for the site provided the subgrade preparation and the recommendations included herein are followed. Other design and construction recommendations, based upon geotechnical conditions, are presented in the report. We appreciate being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, inspection, design and consulting services please feel free to contact us. Sincerely, TERRACON David A. Richer, P.E. Geotechnical Engineer/Department Manager Reviewed by: Edward Paas, P.E. Senior Geotechnical Engineer/Principal Copies to: Addressee (5) Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 67 DIVISION -2 SECTION 02750 — CONCRETE PAVING PART 1-GENERAL 1.01 Included A. Bidding Documents and Information, Conditions of the Contract and Division 1 - General Requirements apply to the Work of this Section of the Specifications. B. Section Includes: 1. Sidewalks and plazas 2. Integrally Colored Concrete Pavement 3. Waterstop for Exterior Pavement 1.02 Related Sections: A. Section 03240 — Fibrous Concrete Reinforcing B. Section 07900 - Joint Sealers: Colored sealants forjoints. C. Section 03300 — Cast -In -Place Concrete 1.03 References A. Geotechnical Engineering Report prepared by Terracon, dated March 14, 2001 B. American Concrete Institute: 1. ACI 301 - Structural Concrete for Buildings. 2. ACI 305R - Hot Weather Concreting. 3. ACI 306R - Cold Weather Concreting. 4. ACI 316R - Recommendations for Construction of Concrete Pavements and Bases. C. American Society for Testing and Materials: 1. ASTM C309 - Liquid Membrane -Forming Compounds for Curing Concrete. 2. ASTM C979 - Pigments for Integrally Colored Concrete. 1.04 Submittals A. Submit product data and manufacturer's instructions for: 1. Pigments. 2. Curing compounds. J. Reinforcing and Concrete Mix Designs B. Samples: 1. Submit sample chip(s) of specified color(s) indicating pigment number(s) and required dosage rate(s). Submittals are for general verification of color and may vary somewhat from concrete finished in field according to Specifications. 1.05 Quality Assurance A. Perform work in accordance with ACI 301 and ACI 316R. B. Conform to ACI 305R during hot weather. SECTION 02750 - CONCRETE PAVING Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 5 TABLE OF CONTENTS Page No. Letter of Transmittal.............................................................................................I INTRODUCTION............................................................................................................................. 1 PROPOSED CONSTRUCTION..................................................................................................... 1 SITE EXPLORATION..................................................................................................................... 1 FieldExploration................................................................................................................... 2 LaboratoryTesting................................................................................................................ 3 SITE CONDITIONS......................................................................................................................... 3 SUBSURFACE CONDITIONS....................................................................................................... 3 Soil and Bedrock Conditions................................................................................................. 3 Field and Laboratory Test Results........................................................................................ 5 Groundwater Conditions....................................................................................................... 5 ENGINEERING ANALYSES AND RECOMMENDATIONS.......................................................... 6 Geotechnical Considerations................................................................................................ 6 Foundation Systems — Drilled Piers/Caissons..................................................................... 7 Foundation Systems — Conventional Type Spread Footings ............................................... 9 Lateral Earth Pressures...................................................................................................... 10 RetainingWall Drainage..................................................................................................... 10 SeismicConsiderations...................................................................................................... 11 Floor Slab Design and Construction................................................................................... 12 Pavement Design and Construction................................................................................... 13 DetentionPond................................................................................................................... 13 Earthwork............................................................................................................................ 18 General Considerations............................................................................................ 18 SitePreparation........................................................................................................ 19 Subgrade Preparation............................................................................................... 19 Fill Materials and Placement..................................................................................... 20 Excavation and Trench Construction........................................................................ 20 Additional Design and Construction Considerations...................:...................................... 21 Exterior Slab Design and Construction..................................................................... 21 Underground Utility Systems.................................................................................... 21 SurfaceDrainage...................................................................................................... 22 GENERAL COMMENTS..............................................................................................................22 APPENDIX A Test Boring Location Plan — Figure No. 1 Logs of Borings APPENDIX B Laboratory Test Results APPENDIX C General Notes Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 68 GEOTECHNICAL ENGINEERING REPORT PROPOSED SPRING CANYON COMMUNITY PARK SOUTH OF QUAIL HOLLOW SUBDIVISION AND COTTONWOOD GLEN PARK AND NORTH OF HORSETOOTH ROAD FORT COLLINS, COLORADO TERRACON PROJECT NO.20055075 JUNE 3, 2005 INTRODUCTION This report contains the results of our geotechnical engineering exploration for the proposed approximately 110 to 115-acre tract of land to be developed into the Spring Canyon Community Park, located south of the existing Cottonwood Glen Park and north of Horsetooth Road, along the foothills in southwest Fort Collins, Colorado. The site is located in the West 1/z of Section 28, Township 7 North, Range 69 West of the 6th Principal Meridian, Larimer County, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: • subsurface soil and bedrock conditions • groundwater conditions • foundation design and construction • floor slab design and construction • lateral earth pressures • pavement design and construction • detention ponds • earthwork • drainage The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PROPOSED CONSTRUCTION The project as we understand it is to develop the site into a community park.consisting of but not limited to the following elements: an entrance drive off of Overland Trail along the northern portion of the site and off of Horsetooth Road long the southern portion of the site, several automobile parking areas, a trail underpass beneath the southern entrance drive, various slab on grade Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 69 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lrerracan restrooms and shelter facilities, a single -story, slab on grade maintenance yard, basketball and tennis courts, two baseball/softball fields, an in -line hockey and skate rink, a climbing wall, a new drainage channel along the southwest portion of the site in which deep cuts are anticipated, and various open -space areas. Maximum wall and columns loads for the proposed structures are assumed to be on the order of 1 to 3 klf and 10 to 75 kips, respectively. Please refer to the enclosed Test Boring Location Plan, Figure No. 1, for a more detailed description of the planned expansions for the site. Although final grading plans were not provided prior to preparation of this report, we assume finished floor elevations will at or slightly above existing site grades. SITE EXPLORATION The scope of the services performed for this project included a site reconnaissance by an engineering geologist, a subsurface exploration program, laboratory testing and engineering analyses. Field Exploration A total of 21 supplemental test borings were drilled for the proposed Spring Canyon Community Park on April 14, and 15, 2005, at the locations as shown on the Test Boring Location Diagram, Figure 1 included in Appendix A. The test borings were drilled to approximate depths of 10 to 25- feet below existing site grades and were advanced with a truck -mounted drilling rig, utilizing 4-inch diameter solid stem augers. The borings were located in the field by pacing from existing site features and by using a hand held GPS unit. Ground surface elevations for each of the supplemental test borings were determined by the project surveyors, Nolte and Associates of Fort Collins, Colorado, and are provided on the enclosed Log of Borings. The accuracy of boring locations and elevations should only be assumed to the level implied by the methods used. Lithologic logs of each boring were recorded by the engineering geologist during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving a split -spoon (SS) and a Dames and Moore ring barrel, (RB) sampling device. Penetration resistance measurements were obtained by driving the split -spoon and ring barrel sampler into the subsurface materials with a 140-pound hammer falling 30 inches. The penetration resistance value is a useful index in estimating the consistency, relative density or hardness of the materials encountered. Groundwater conditions were evaluated in each boring at the time of site exploration and follow-up measurements were obtained several days after drilling and are indicated on the enclosed boring logs. 2 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 70 Geotechnical Engineering Report Yerracon Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 Laboratory Testing All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer and were classified in general accordance with the Unified Soil Classification System described in Appendix C. Samples of bedrock were classified in general accordance with the general notes for Bedrock Classification. At that time, the field descriptions were confirmed or modified as necessary and an applicable laboratory testing program was formulated to determine engineering properties of the subsurface materials. Boring logs were prepared and are presented in Appendix A. Laboratory tests were conducted on selected soil and bedrock samples and are presented in Appendix B. The test results were used for the geotechnical engineering analyses, and the development of foundation and earthwork recommendations. All laboratory tests were performed in general accordance with the applicable local or other accepted standards. Selected soil and bedrock samples were tested for the following engineering properties: • Water Content • Atterberg Limits/Soil Classification • Dry Density • Grain -Size Distribution • Swell — Consolidation • R-Value SITE CONDITIONS The site for the proposed the Spring Canyon Community Park is located south of the existing Cottonwood Glen Park and Quail Hollow Subdivision, north of Horsetooth Road, and predominantly on the east side of the Spring Creek, which meanders along the western portion of the site. The area is vegetated with native grass, weeds and tall deciduous trees, and exhibits positive surface drainage in the north to northeast directions. Approximately 20 to 30-feet of topographic relief was observed from the south portion of the site to the north site. Residential property is located to the east of the site and the foothills are situated to the west. SUBSURFACE CONDITIONS Soil and Bedrock Conditions The subsurface soils at the site generally consisted of an approximate 6-inch layer of silty topsoil underlain by the native cohesive sandy lean clay and clayey sand soils, which extended to the depths explored or to the granular or bedrock strata below. Silty. sand with gravel was encountered in 6 of the 21 borings at approximate depths of 3 to 12-feet below site grades and 3 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 71 Geotechnical Engineering Report lrerracon Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 extended to the depths explored or to the bedrock below. Siltstone/claystone bedrock was encountered in 7 of the 21 borings at approximate depths of 3 to 14-1/2-feet below site grades and extended to the depths explored. The stratification boundaries shown on the enclosed boring logs represent the approximate locations of changes in soil types; in -situ, the transition of materials may be gradual. Field and Laboratory Test Results Field and laboratory test results indicate the cohesive clay soils are soft to medium stiff to stiff in consistency, exhibit low swell potential, and low to moderate bearing characteristics. The fine to coarse granular strata are non -expansive, are loose to medium dense to dense with increased depths in relative density, and exhibits moderate bearing capacity characteristics. The bedrock stratum varies from moderately hard to hard with increasing depths and exhibits a low to moderate swell potential and moderate to high bearing characteristics. Swell — Consolidation Test Results The swell -consolidation test is commonly performed to evaluate the swell and/or collapse potential of soils or bedrock for determining foundation, floor slab, and pavement design criteria. In this test, relatively undisturbed samples obtained directly from the ring barrel sampler are placed in a laboratory device and inundated under a predetermined load. The swell -index is the resulting amount of swell as a percent of the sample's thickness after the inundation period. Samples obtained at the Yz to 1-1/2-foot intervals are generally pre -loaded and inundated with water at approximately 100 to 150 pounds per square foot (PSF) to simulate pavement or floor slab loading conditions. Samples at the 3 to 4-foot intervals are generally pre -loaded and inundated with water at approximately 500 pounds per square foot (PSF), while samples obtained at the 7 to 8-foot intervals are pre -loaded and inundated with water at approximately 1,000 PSF, to simulate the overburden pressure soil pressures. For this project we conducted 16 swell -consolidation tests at various pre -loading conditions. The majority of the swell index values ranged from (-) 0.3 to (+) 0.2 %, however, one sample, which consisted of the underlying moderately to highly expansive siltstone/claystone bedrock revealed a swell -index of (+) 7.0 %. Therefore, we strongly recommend foundations and floor slabs be placed a minimum of 3 to 4-feet respectively above the underlying bedrock stratum. Colorado Association of Geotechnical Engineers (CAGE) uses the following information to provide uniformity in terminology between geotechnical engineers to provide a relative correlation.of slab performance risk to measured swell. "The representative percent swell values are not necessarily measured values; rather, they are a judgment of the swell of the soil and/or bedrock profile likely :j Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 72 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 M-rracan to influence slab performance." Geotechnical engineers use this information to also evaluate the swell potential risks for foundation performance based on the risk categories. Recommended Representative Swell Potential Descriptions and Corresponding Slab Performance Risk Categories 1SIab Performance'Risk „ Representatnie Percent Swell Representative Percent Swelli' r„ '_Category L �(500 psf Succtiarge) ° (r1000 p'sf�Surcharge),� z' Low 0to<3 0 < 2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High > 8 > 6 Based on the laboratory test results, the subsurface soil at the depths analyzed revealed low expansive potential. The test results for the weather siltstone/claystone bedrock obtained in at an approximate depth of 4-feet below site grades in Test Boring No. 12 revealed high expansive characteristics. Based on our experience, interbedded expansive siltstone and/or claystone lenses are prone to exist within the Pierre Shale formation, which may exhibit higher expansive values than those evaluated herein. Groundwater Conditions During the initial drilling operations, groundwater was encountered in the majority of the test borings at approximate depths of 5 to 12-feet below site grades. Groundwater was not encountered to maximum depths of exploration during the initial drilling operations in Boring Nos. 1, 2, 10, 16, and 22. However when checked several days after drilling groundwater was measured at approximate depths of 2 10-1/2-feet below existing site grads. Prior to our follow up groundwater measurement episode, Boring Nos. 7, 10, 11, 15, and 22 were filled in. Therefore, we were unable to obtain stabilized groundwater readings at these locations. These observations represent groundwater conditions at the time of the field exploration, and may not be indicative of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Zones of perched and/or trapped groundwater may occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors, including 5 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 73 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lrarracan hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. ENGINEERING ANALYSES AND RECOMMENDATIONS Geotechnical Considerations Based on our review of the subsurface exploration field and laboratory test results, and our understanding of the proposed development, it is our opinion the site is feasible for construction, based on a geotechnical engineering point of view. Based on the maximum anticipated wall and columns loads on the order of 1 to 3 klf and up to 75 kips respectively, the recommended foundation systems for supporting the proposed park structural elements are conventional type spread footings or pads bearing on the approved native subsoils or engineered controlled fill material, and placed a minimum of 3-feet above the moderately to highly expansive bedrock formation. Due to variations in the engineering properties of the on -site subsurface conditions, foundation bearing levels, structural loads, and possible final grades, the following foundation systems were evaluated for use on the site: • Spread footings, continuous grade beams, or pads bearing on approved undisturbed native soils or engineered/controlled fill material and placed a minimum of 3-feet above the groundwater levels and bedrock. • If the 3-foot separation between the bottom of the foundation system and the underlying bedrock cannot be achieved, the use of a grade beams and straight shaft drilled piers/caissons extending into the underlying bedrock formation should be used. Conventional Type Spread Footings - Foundation Systems For the proposed lightly loaded shelters, restrooms, maintenance building, trail underpass structure and other independent auxiliary type structures, such as trash enclosures or retaining walls, use of conventional type spread footings may be used provided a minimum of 3-feet above the groundwater level and the underlying bedrock formation is maintained. Conventional type spread footings for the lightly loaded structures may be designed with a maximum net allowable bearing pressure of 1,500 pounds per square foot (psf) and placed on the approved native subsoils or on approved engineered fill material. In areas -where groundwater was encountered at relatively shallow depths, (i.e. from 2 to 7-feet below existing site grades) the subsurface soils are in a slight soft/compressible state and additional loading may cause settlement to occur. 0 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 74 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 1rerracan Therefore, spread footings bearing upon mechanically stabilized soils designed for a net allowable bearing pressure of 1,500 psf should be utilized. An approximate 12 to 18-inch layer of 1-1/2 inch washed aggregate embedded into the foundation bearing soils should be used in these locations to stabilize the foundation zones and reduce the potential for long term settlement. Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equal total movement is recommended; however, proportioning to relative constant dead -load pressure will also reduce differential settlement between adjacent footings. Total movement resulting from the assumed structural loads is estimated to be on the order of 1-inch. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, it is imperative proper drainage should be provided in the final design and during construction for each lightly loaded auxiliary structure. If the subsoils become wetted below the auxiliary structures, movement exceeding 1-inch is likely. If movement less than 1-inch is desired, then use of a drilled pier foundation system is recommended for the screen walls enclosures, retaining walls or any other isolate type features. Exterior footings should be placed a minimum of 30 inches below finished grade for frost protection and to provide confinement for the bearing soils. Finished grade is the lowest adjacent grade for perimeter footings. Footing foundations and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. The geotechnical engineer should observe foundation excavations. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Foundation Systems — Drilled Piers/Caissons If the 3-foot separation between the bottom of the foundation system and the underlying moderately to highly expansive bedrock cannot be achieved due to design grades, the use of straight shaft piers, drilled a minimum of 8-feet into competent or harder bedrock, with minimum shaft lengths of 20-feet are recommended. Straight shafts/drilled piers should be designed using a maximum end bearing of 20,000 psf, along with a skin friction of 2,000 psf. The drilled piers should also be designed to maintain a minimum dead load of 5,000 psf. All piers should be reinforced full depth for the applied axial, lateral and uplift stresses imposed. The tensile force created by the uplift force on each pier, with allowance for dead load, should determine the amount of reinforcing steel for expansion. 7 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 75 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 1rerracon To satisfy forces in the horizontal direction, piers may be designed for lateral loads using a modulus of 100 tons per square foot for the portion of the pier in on -site granular soils or engineered fill, and 400 tsf in bedrock for a pier diameter of 12 inches. The coefficient of subgrade reaction for varying pier diameters is as follows: Tl._ v`vPa ( '.X , if�'t4.'K r.� �s f tl 4 .vi 'v+/ 4'..'M li '1 .•'? f l`�2Y )i ' .N li Y ..C� "'fi YNM� `. {! ycf �. ;% 'Coefficient ofrSubgradd=Reaction(tons/ft) r^ Pier'Diameter (inches) -« k, 0'?� ,'',s ri r � x Y �� '�v F2SK-.,....r ...�> ,, tz4r �a- .i% �_ � �--z- Eng�neeredF,ill or Stiff Clays s ,�vt , <a tBedrock :.<. - ..,10.. s . r.. .Cf 12 100 400 18 67 267 24 50 200 30 40 160 36 33 133 When the lateral capacity of drilled piers is evaluated by the L-Pile (COM 624) computer program, we recommend that internally generated load -deformation (P-Y) curves be used. The following parameters may be used for the design of laterally loaded piers, using the L-Pile (COM 624) computer program: •Parameters `Granular Soils,.; ` ,;:.;Cohe"sive Soils .,.rt ,,,, _ ;Bedrock Unit Weight of Soil (pcf) 135(" 115(" 125(l) Cohesion (psf) 0 1500 5000 Angle of Internal Friction 0 (degrees) 35 25 20 Strain Corresponding to '/z Max. Principal Stress Difference Eso -- 0.02 0.015 'Notes: 1) Use of 65 PCF below the water table To reduce potential uplift forces on piers, use of long grade beam spans to increase individual pier loading, and small diameter piers are recommended. For this project, use of a minimum pier diameter of 12-inches is recommended. Drilling caissons to design depth should be possible with conventional single flight power augers on the majority of the site. However, areas of well -cemented sandstone bedrock lenses may be encountered throughout the site where specialized drilling equipment and/or rock augers may be required. Excavation penetrating the well -cemented sandstone bedrock may require the use of specialized heavy-duty equipment, together with rock augers and/or core barrels. Consideration R Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 76 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 ML-rracan should be given to obtaining a unit price for difficult caisson excavation in the contract documents for the project. Groundwater was encountered during the subsurface exploration; therefore temporary casing will be required to adequately/properly drill and clean piers prior to concrete placement. Groundwater should be removed from each pier hole prior to concrete placement. Pier concrete should be placed immediately after completion of drilling and cleaning. A maximum 6-inch depth of groundwater is acceptable in each pier prior to concrete placement. If pier concrete cannot be placed in dry conditions, a tremie should be used for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Pier concrete with slump in the range of 6 to 8 inches is recommended. If casing is used for pier construction, it should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation of voids in pier concrete. Foundation excavations should be observed by the geotechnical engineer. A representative of the geotechnical engineer should inspect the bearing surface and pier configuration. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Foundation Design and Construction Criteria in Areas of Shallow Bedrock Due to the relatively shallow depth to the moderately to highly expansive bedrock in the general vicinity of Test Boring No. 12, consideration should be given to over -excavating the bedrock material and replacing with approved engineered fill material. The structure(s) could then be supported by conventional type spread footings or a pad foundation bearing on a minimum of 3- feet of engineered fill material. If footings are to be placed on engineered fill material, we recommend the approved soils be moisture conditioned to near optimum moisture, placed in uniform lifts and mechanically compacted to 95 percent of Standard Proctor Density ASTM D698. Footings placed a minimum of three (3) feet above the bedrock on engineered fill material may be designed using a maximum bearing pressure of 2000 psf. In addition, the footings should be sized to maintain a minimum dead -load pressure of 500 psf. The design bearing pressure applies to dead loads plus design live load conditions. Floor slabs should be placed a minimum of 4-feet above the underlying moderately to highly expansive bedrock or the use of an over -excavation and replacement to achieve to achieve the 4-foot separation may be utilized, and then conventional slab -on -grade type construction may be implemented. P Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 77 C. Conform to ACI 306R during cold weather. D. Obtain materials from same source and maintain high degree of consistency in workmanship throughout Project. E. Installer Qualifications: Concrete shall be finished by firm with five years experience with work of similar scope and quality. F. Colored Concrete Field Samples: 1. Provide field sample under provisions of Section 01400. 2. At location on Project selected by Owner's Representative, place and finish 4 x 4 feet area demonstrating materials, workmanship, and curing method to be used throughout Project. 3. Retain samples of cements and aggregates used in mock-up for comparison with materials used in remaining Work. 4. Accepted field sample provides visual standard for work of Section. 5. Field sample may remain as part of Work. However, it can be removed when no longer required for comparison with finished work. 1.06 Delivery, Storage and Handling A. Pigments: Comply with manufacturer's instructions. Deliver pigments in original, unopened packaging. Store in dry conditions. 1.07 Project Conditions A. Colored Concrete Environmental Requirements: 1. Schedule placement to minimize exposure to wind and hot sun before curing materials are applied. 2. Avoid placing concrete if rain, snow, or frost is forecast within 24 hours. Protect fresh concrete from moisture and freezing. 1.08 Performance Requirements A. Pavement design and installation shall accommodate Light duty commercial vehicles and trash removal. PART2-PRODUCTS 2.01 Forms A. Forms may be either stationary or slip -form type. If slip forms are used, finished surfaces shall be of quality equal to that produced by stationary forms. B. Stationary forms shall be steel or wood, free of distortion and defects, and of appropriate size and strength. Use flexible spring steel forms or laminated boards to form radius bends. Apply nonstaining, clear, paraffin -based form oil. 2.01 Concrete Mix A. Mix and deliver concrete in accordance with ASTM C94. C. Mix Design: Concrete mix shall comply with the Geotechnical Engineering Report prepared by Terracon dated June 2, 2005. The Geotechnical Engineering Report is available D. Cement: Color shall be gray. E. Sand: Color shall be locally available natural sand. F. Admixtures: Do not use calcium chloride admixtures. SECTION 02750 - CONCRETE PAVING Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 6 Geotechnical Engineering Report 1rarracan Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 Deepened Channel Improvements Based on our understanding a deep cut area for the proposed channel improvements along Spring Creek is planned in the general vicinity of Test Boring No. 16. The subsurface conditions in this area generally consisted of 12-feet of overburden cohesive soils underlain by siltstone/claystone bedrock, which extended to the depths explored approximately 25-feet. Groundwater was not encountered during the initial drilling operations in this area; however when checked several days later, groundwater was measured at an approximate depth of 8-1/2-feet below existing site grades. It is anticipated that excavations for the proposed channel improvement could be accomplished with conventional earthmoving equipment to approximate depths of 20-feet below site grades. The competent bedrock becomes hard with increased depths and required the use of heavy-duty excavation equipment to achieve depths at or below 25-feet. Lateral Earth Pressures — (for wall less than 8-feet in height) For soils above any free water surface, recommended equivalent fluid pressures for unrestrained foundation elements are: • Active: Cohesive soil backfill (on -site clay)................................................50 psf/ft Cohesionless soil backfill (imported granular material) ..................35 psf/ft On -site bedrock materials .................................. not recommended for use • Passive: Cohesive soil backfill (on -site clay)..............................................250 psf/ft Cohesionless soil backfill (imported granular material) ................350 psf/ft Where the design includes restrained elements, the following equivalent fluid pressures are recommended: • At rest: Cohesive soil backfill (on -site clay)................................................65 psf/ft Cohesionless soil backfill (imported granular material)..................50 psf/ft On -site bedrock materials .................................. not recommended for use The lateral earth pressures presented above do not include any factor of safety and are not applicable for submerged soils/hydrostatic loading. For submerged conditions the following lateral earth pressures should be applied: 10 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 78 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 • Active: Submerged Soils/Hydrostatic Loading Cohesive soil backfill (on -site clay)................................................90 psf/ft Cohesionless soil backfill (on -site or imported granular material) ..80 psf/ft • Passive: Submerged Soils/Hydrostatic Loading Cohesive soil backfill (on -site clay)..............................................125 psf/ft Cohesionless soil backfill (imported granular material) ................175 psf/ft • At rest: Submerged Soils/Hydrostatic Loading Cohesive soil backfill (on -site clay)................................................95 psf/ft Cohesionless soil backfill (imported granular material)..................90 psf/ft lrerracon Fill against grade beams and retaining walls should be compacted to densities specified in Earthwork. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures, which could result in wall movement. For retaining walls exceeding 8-feet in heights, Terracon should be notified so additional recommendations can be provided, if necessary. Retaining Wall Drainage To reduce hydrostatic loading on retaining walls, a subsurface drain system should be placed behind the wall. The drain system should consist of free -draining granular soils containing less than five- percent fines (by weight) passing a No. 200 sieve placed adjacent to the wall. The free -draining granular material should be graded to prevent the intrusion of fines or encapsulated in a suitable filter fabric. A drainage system consisting of either weep holes or perforated drain lines (placed near the base of the wall) should be used to intercept and discharge water, which would tend to saturate the backfill. Where used, drain lines should be embedded in a uniformly graded filter material and provided with adequate clean -outs for periodic maintenance. An impervious soil should be used in the upper layer of backfill to reduce the potential for water infiltration. As an alternative, a prefabricated drainage structure, such as geocomposite, may be used as a substitute for the granular backfill adjacent to the wall. Seismic Considerations The project site is located in Seismic Risk Zone I of the Seismic Zone Map of the United States as indicated by the 1997 Uniform Building Code. Based upon the nature of the subsurface materials, Soil Profile Type "Sc" should be used for the design of structures .for the proposed project (1997 Uniform Building Code, Table No. 16-J). A site classification "C" should be used for the design of structures for the proposed project (2000 International Building Code, Table No. 1615.1.1). 11 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 79 Geotechnical Engineering Report 1rerracan Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 Floor Slab Design and Construction Some differential movement of a slab -on -grade floor system is possible should the subgrade soils become elevated in moisture content. To reduce potential slab movements, the subgrade soils should be prepared as outlined in the earthwork section of this report. For structural design of concrete slabs -on -grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing soils. A modulus of 200 pci may be used for floors supported on non -expansive imported structural fill material approved by the geotechnical engineer. Floor slabs should be placed a minimum of 4-feet above the underlying moderately to highly expansive bedrock or the use of an over -excavation and replacement to achieve to achieve the 4- foot, separation may be utilized, and then conventional slab -on -grade type construction may be implemented. Depending upon the final grade elevations for the planned skating rinks, it is recommended to place and compact a minimum 2-foot layer of imported structural fill material beneath all recreational concrete slabs to enhance the subgrade integrity and create a uniform and durable underslab section. This may require over -excavating the overburden soils to achieve the 2-foot zone or it might require placement of the 2-foot section. The subgrade section below the 2-foot layer of structural fill material should be scarified and moisture conditioned to near optimum moisture content and mechanically compacted to 95 percent of Standard Proctor Density (SPD) ASTM D698. The imported structural fill material should then be moisture conditioned to near optimum moisture content, placed in uniform 8 to 12-inch lifts and mechanically compacted to 95 % of SPD. As presented on the enclosed boring logs and swell -consolidation test results, low expansive soils are present on this site. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. However, even if these procedures are followed, some movement and at least minor cracking in the structure's foundation system and floor slab should be anticipated. The severity of cracking and other cosmetic damage such as uneven floor slabs will probably increase if any modification of the site results in excessive wetting or drying of the expansive materials. Eliminating the risk of movement and cosmetic distress may not be feasible, but it may be possible to further reduce the risk of movement if significantly more expensive measures are used during construction. Some of these options, such as the use of structural floors or overexcavating and replacing expansive materials are discussed in this report. We would be pleased to discuss other construction alternatives with you upon request. 12 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 80 Geotechnical Engineering Report 1rerracon Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 Additional floor slab design and construction recommendations for floor slabs are as follow: • Remove any existing "uncontrolled" fill material from below proposed slabs and replaced with approved engineered fill material. • Positive separations and/or isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. • Control joints should be provided in slabs to control the location and extent of cracking. • Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. • In areas subjected to normal loading, a minimum 4-inch layer of clean -graded gravel or aggregate base course should be placed beneath all building related interior floor slabs. In areas of heavier floor loading conditions, consideration should be given to increasing the amount of underslab gravel to a minimum of 6- inches. • Floor slabs should not be constructed on frozen subgrade. • Other design and construction considerations, as outlined in the ACI Design Manual, Section 302.1 R are recommended. Pavement Design and Construction Based on the subsurface conditions encountered during the site exploration, it is our opinion the proposed on -site pavement areas are feasible provided the following recommendations are implemented. The subsoils encountered throughout the site are generally plastic/cohesive soils exhibiting low subgrade strength characteristics and low swell/expansive potential. This report provides recommendations to help mitigate the effects of soil shrinkage and expansion. Even if these recommendations are followed some pavement distress and exterior slab movement should be anticipated. To evaluate the existing on -site soils for use as subgrade material beneath on -site pavement sections, we elected to use the design criteria established in the Larimer County Urban Area Street Standards (LCUASS) Pavement Design document as a guideline. In the LCUASS 13 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 81 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lferracan guidelines, undisturbed samples usually obtained directly from a ring barrel sampler, California Barrel or a cylindrical Shelby Tube device are placed in a laboratory one-dimensional consolidometer apparatus and inundated after a predetermined load, (approximately 150 psf to, simulate the actual loading conditions experienced within an asphalt paved section underlain by an aggregate base course), is placed. The swell index is the resulting amount of swell as a percent of the sample's thickness after the inundation period.. The swell potential for the subgrade soils, (i.e. subsoil samples collected approximately 1-foot below existing site grades in Test Boring Nos. 8, 10, 11, and 22), based on the LCUASS Pavement Design laboratory testing procedures, resulted in swell index values (-) 0.1 to (+) 0.2%. These values are less than the maximum 2 percent criteria established for determining if swell - mitigation procedures in the pavement sections are required. Therefore, it is not necessary to mitigate the cohesive subgrade soils prior to pavement operations due to swelling soils. However, our experience with similar soil conditions, our knowledge of the surrounding areas, and the presence of the residual sugar lime materials, it is our opinion subgrade stabilization may be required to mitigate soft, unreliable soil. We provide herein, site -specific recommendations if subgrade stabilization is necessary after proofrolling the subgrade section. Stabilization may include incorporation of a chemical treatment such as kiln dust, and/or fly ash to mitigate soft soil. An alternate would be to over -excavate and replace with approved materials or provide 2-feet of non -expansive granular soils. Depending upon final subgrade elevations for the proposed pavement areas, consideration could be given to placement of3-inch minus pit run material or 1-1/2-inch clean grade aggregate, embedded into the underlying saturated soils, as a stabilization mechanism. Proofrolling and recompacting the subgrade is recommended immediately prior to placement of the aggregate road base section. Soft or weak areas delineated by the proofrolling operations should be undercut or stabilized in -place to achieve the appropriate subgrade support. If the fly ash section is selected, Terracon recommends incorporating approximately 12 percent by weight, Class C fly ash, into the upper 12 to 18-inches of subgrade. Asphalt concrete underlain by crushed aggregate base course with or without a fly ash treated subgrade, and non -reinforced concrete pavement are feasible alternatives for the proposed on -site paved sections. Based on the subsurface conditions encountered at the site, and the laboratory test results, it is recommended the on -site private drives and parking areas be designed using a minimum R-value of 7. Pavement design methods are intended to provide structural sections with adequate thickness over a particular subgrade such that wheel loads are reduced to a level the subgrade can support. 14 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 82 Geotechnical Engineering Report lferracan Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 The support characteristics of the subgrade for pavement design do not account for shrink/swell movements of an expansive clay subgrade such as the soils encountered on this project. Thus, the pavement may be adequate from a structural standpoint, yet still experience cracking and deformation due to shrink/swell related movement of the subgrade. It is, therefore, important to minimize moisture changes in the subgrade to reduce shrink/swell movements. Design of pavements for the project have been based on the procedures outlined in the 1993 Guideline for Design of Pavement Structures by the American Association of State Highway and Transportation Officials (AASHTO). Areas within proposed pavements on the site will be divided into four (4) categories based upon anticipated usage and/or traffic. . Because traffic data is not available, Terracon assumes 18-kip equivalent single axle loads (ESAL's) of 51,100 for automobile parking, and 73,000 for heavy volume and/or truck access areas. For the basketball and tennis courts we are providing pavement thicknesses based on the local standard practices and our experiences. When traffic data becomes available or other information, which may reflect on a modification to our initial recommendation, Terracon should be notified so our assumptions can be verified. Local drainage characteristics of proposed pavement areas are considered to vary from fair to good depending upon location on the site. For purposes of this design analysis, fair drainage characteristics are considered to control the design. These characteristics, coupled with the approximate duration of saturated subgrade conditions, result in a design drainage coefficient of 1.0 when applying the AASHTO criteria for design. For flexible pavement design, a terminal serviceability index of 2.0 was utilized along with an inherent reliability of 70%, and a design life of 20 years. Using an estimated design R-value estimated at 7 based on the laboratory test results, appropriate ESAL/day, environmental criteria and other factors, the structural numbers (SN) of the pavement sections were determined on the basis of the 1993 AASHTO design equation. In addition to the flexible pavement design analyses, a rigid pavement design analysis was completed, based upon AASHTO design procedures. Rigid pavement design is based on an evaluation of the Modulus of Subgrade Reaction of the soils (K-value), the Modulus of Rupture of the concrete, and other factors previously outlined. The design K-value of 100 for the subgrade soil was determined by correlation to the laboratory tests results. A modulus of rupture of 650 psi (working stress 488 psi) was used for pavement concrete. The rigid pavement thicknesses for each traffic category were determined on the basis of the AASHTO design equation. 15 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 83 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lrerracan Recommended alternatives for flexible and rigid pavements, summarized for each traffic area, are as follows: r l „ RECOMMENDED MINIMUM PAVEMENT THICKNESS INCHES -` n Asphalt Traffic Area Altematives Asphalt Concrete Aggregate,Base r^ t2l`Fly Ash Treated Portland f `' �k�r x Concrete Surface Surface Grading ; Cou�se�, Class 5 � Sub Base` Cement Total ` s " Gradmg S or,SX SG ;= or,6 Concrete (4) Basketball (3) A 3.0 6.0 9.0 and Tennis Courts, and B 3.0 4.0 12.0 19.0 miscellaneous C -1 5.0 5.0 trails C - 2 12.0 5.0 17.0 (3) A 4.0 7.0 11.0 Automobile B 3.5 6.0 12.0 21.5 Parking Areas C -1 6.0 6.0 C - 2 12.0 5.5 17.5 (3) A 2.0 3.0 8.0 13.0 Heavy Duty/Truck B 2.0 3.0 6.0 12.0 23.0 Traffic Areas C -1 7.0 7.0 C-2 12.0 6.0 18.0 (1) If the asphalt surface course is to consist of Grading S, then the required minimum lift/thickness placed should be 2-inches. If the asphalt surface course is to consist of Grading SX, the required minimum lift/thickness placed should be 1-1/2-inches. (2) If fly ash is utilized for the on -site pavement improvement areas to mitigate the soft subgrade materials, it is recommended that at least the upper 12-inches of the prepared subgrade be treated with fly ash. Terracon is available to provide the required laboratory soil and fly ash mix design as well as placement recommendations upon request. (3) Alternative A assumes a minimum of 2-feet of approved moisture conditioned/non-expansive fill material is positioned beneath the planned paved sections, after an approved proof -roll has been completed. (4) If a post -tensioned slab concept is to be considered for the proposed basketball and tennis courts Terracon can provide supplemental design recommendations upon request. Due to the properties of the existing cohesive on -site soils, full depth asphalt pavement is not recommended. 0 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 84 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lrer=n Each alternative should be investigated with respect to current material availability and economic conditions. Aggregate base course (if used on the site) should consist of a blend of sand and gravel, which meets strict specifications for quality and gradation. Use of materials meeting Colorado Department of Transportation (CDOT) Class 5 or 6 specifications is recommended for base course. Aggregate base course should be placed in lifts not exceeding six inches and should be compacted to a minimum of 95% Standard Proctor Density (ASTM D698). Asphalt concrete pavement should be composed of a mixture of aggregate, filler, binders, and additives, if required, and approved bituminous material in accordance with the LCUASS Pavement Design Criteria. The asphalt concrete should conform to an approved mix design stating the Hveem and/or Superpave properties, optimum asphalt content, job mix formula and recommended mixing and placing temperatures. Aggregate used in the asphalt concrete should meet particular gradations, such as the Colorado Department of Transportation Grading S, SX or SG specifications. Mix designs should be submitted prior to construction to verify their adequacy. Asphalt material should be placed in maximum 3-inch lifts and should be compacted to a within a range of 92 to 96 % of Maximum Theoretical Density. For areas subject to concentrated and repetitive loading conditions such as dumpster pads, truck delivery docks and ingress/egress aprons, we recommend using a Portland cement concrete pavement with a thickness of at least 7 inches underlain by at least 4 inches of aggregate road base material. Prior to placement of the aggregate road base material, the areas should be thoroughly proofrolled. For dumpster pads, the concrete pavement area should be large enough to support the container and tipping axle of the refuse truck. Long term pavement performance will be dependent upon several factors, including maintaining subgrade moisture levels and providing for preventive maintenance. The following recommendations should be considered the minimum: • Site grading at a minimum 2% grade away from the pavements; • The subgrade and the pavement surface have a minimum '/4 inch per foot slope to promote proper surface drainage. • Consider appropriate edge drainage and pavement under drain systems, • Install pavement drainage surrounding areas anticipated for frequent wetting (e.g. garden centers, wash racks) • Install joint sealant and seal cracks immediately, • Seal all landscaped areas in, or adjacent to pavements to minimize or prevent moisture migration to subgrade soils; • Placing compacted, low permeability backfill against the exterior side of curb and gutter; and, 17 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 85 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 1rerracon • Placing curb, gutter and/or sidewalk directly on subgrade soils without the use of base course materials. Preventive maintenance should be planned and provided for through an on -going pavement management program. Preventive maintenance activities are intended to slow the rate of pavement deterioration, and to preserve the pavement investment. Preventive maintenance consists of both localized maintenance (e.g. crack and joint sealing and patching) and global maintenance (e.g. surface sealing). Preventive maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. Prior to implementing any maintenance, additional engineering observation is recommended to determine the type and extent of preventive maintenance. Site grading is generally accomplished early in the construction phase. However as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Please note that if during or after placement of the stabilization or initial lift of pavement, the area is observed to be yielding under vehicle traffic or construction equipment, it is recommended that Terracon be contacted for additional alternative methods of stabilization, or a change in the pavement section. Earthwork General Considerations The following presents recommendations for site preparation, excavation, subgrade preparation and placement of engineered fills on the project. All earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation bearing soils, and other geotechnical conditions exposed during the construction of the project. ir.] Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 86 Geotechnical Engineering Report lfe=cn Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 Site Preparation Strip and remove any existing debris or other deleterious materials from proposed building areas. All exposed surfaces should be free of mounds and depressions that could prevent uniform compaction. After the required overexcavation is performed, the site should be initially graded to create a relatively level surface to receive fill, and to provide for a relatively uniform thickness of fill beneath proposed building addition. Exposed areas, which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of 12-inches, conditioned to near optimum moisture content, and compacted. It is anticipated that excavations for the proposed construction can be accomplished with conventional earthmoving equipment. Based upon the subsurface conditions determined from the geotechnical exploration, the majority of the underlying subgrade soils exposed during construction are anticipated to be relatively unstable after removing fill material from building and pavement areas. Soft compressible and/or unstable areas may be encountered during construction especially in close proximity to the groundwater. The stability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unstable conditions develop, workability may be improved by scarifying and drying. Overexcavation of wet zones and replacement with granular materials may be necessary. Temporary dewatering will be required for excavations approaching or in the groundwater. Use of lime, fly ash, kiln dust, cement or geotextiles could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction. Lightweight excavation equipment may be required to reduce subgrade pumping. Subgrade Preparation Subgrade soils beneath interior and exterior slabs, and beneath pavements should be scarified; moisture conditioned and compacted to a minimum depth of 12-inches below proposed controlled fill material. The moisture content and compaction of subgrade soils should be maintained until slab or pavement construction. 19 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 87 2.02 Reinforcement A. Reinforcement bars shall comply with ASTM A615, Grade 60. 2.03 Pigments for Integrally Colored Concrete: A. Manufacturer: 1. Davis Colors manufactured by Davis Colors; phone 213-269-7311, or approved equivalent. 2. Substitutions: Comply with Section 01600 for substitution request procedures. B. Materials: Pigments shall contain pure, concentrated mineral pigments especially processed for mixing into concrete and complying with ASTM C979. C. Packaging: If pigments are to be added to mix at Site, furnish pigments in pre -measured Mix - Ready disintegrating bags to minimize job site waste. D. Colors: a. Concrete mix shall contain the dosage rate of pigments indicated in the manufacturer's instructions. Dosage rate shall be based on weight of portland cement, fly ash, silica fume, lime and other cementitious materials but not aggregate or sand. Refer to the site plans for locations of the various colors of concrete. 2.04 Coloring A. Integrally colored concrete: The concrete shall be colored with the following colors: Mock -Up 1 — "San Diego Buff', Mock -Up 2 —"Flagstone Brown. Owner's representative will select the preferred colors from the mock-ups 2.05 Accessories A. Curing Compound for Standard Grey Concrete: Prokrete Apromulsion @ 50A, white or Acceptable Substitution. B. Curing Compound for Colored Concrete: Curing compound shall comply with ASTM C309 and be approved by pigment manufacturer for use with colored concrete. Provide W-1000 Clear Cure & Seal and Color Seal II tinted to match colored concrete and manufactured by Davis Colors. Color Seal 11 will only be used where indicated on the plans. If not specified on the plans, Clear Cure and Seal shall be used. B. Sealants: Joint sealers shall be provided in color matching colored concrete. C. Forms: Wood, masonite or si teel, profiled to site conditions. D. Joint Filler: Adjacent to Building and Other Areas Requiring a Sealant: Neoprene Sponge Rubber ASTM D1752 Type I, 1/2 inch thick, with strippable top. E. Other Joints: Asphalt impregnated fiberboard, ASTM D1751 1/2 inch thick by full depth of concrete. F. Welded Wire Fabric: ASTM A 185, plain; unfinished; 6 x 6 - W I A x W I A, unless otherwise indicated. G. Reinforcing Steel: ASTM A615; 40 ksi; deformed bars. H. Waterstop: Manufactured by Vinylex, Split Ribbed, Model Number RSB6-38 SECTION 02750 - CONCRETE PAVING Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park Page 7 Geotechnical Engineering Report 1rerracan Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 Fill Materials and Placement Approved imported materials may be used as fill material and are suitable for use as compacted fill beneath interior or exterior floor slabs. Imported soils (if required) should conform to the following: Gradation Percent finer by weight (ASTM C136) 3"......................................................................................................... 100 No. 4 Sieve..................................................................................... 50-100 No. 200 Sieve.............................................................................. 35 (max) • Liquid Limit.................................................................................. 30 (max) • Plasticity Index............................................................................. 15 (max) • Group Index................................................................................. 10 (max) Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. It is recommended all fill material to placed on the site be compacted to at least 95 percent of Standard Proctor Density ASTM D698. On -site clay soils should be compacted within a moisture content range of 1 percent below, to 3 percent above optimum. Imported granular soils should be compacted within a moisture range of 3 percent below to 3 percent above optimum unless modified by the project geotechnical engineer. Excavation and Trench Construction Excavations into the on -site soils will encounter a variety of conditions. Excavations into the clays can be expected to stand on relatively steep temporary slopes during construction. However, caving soils and groundwater may also be encountered. The individual contractor(s) should be made responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. All excavations should be sloped or shored in the interest of safety following local and federal regulations, including current OSHA excavation and trench safety standards. The soils to be penetrated by the proposed excavations may vary significantly across the site. The preliminary soil classifications are based solely on the materials encountered in widely spaced exploratory test borings. The contractor should verify that similar conditions 20 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 88 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 lrerracon exist throughout the proposed area of excavation. If different subsurface conditions are encountered at the time of construction, the actual conditions should be evaluated to determine any excavation modifications necessary to maintain safe conditions. As a safety measure, it is recommended that all vehicles and soil piles be kept to a minimum lateral distance from the crest of the slope equal to no less than the slope height. The exposed slope face should be protected against the elements. Additional Design and Construction Considerations Exterior Slab Design and Construction Compacted subgrade or existing clay soils will expand with increasing moisture content; therefore, exterior concrete grade slabs may heave, resulting in cracking or vertical offsets. The potential for damage would be greatest where exterior slabs are constructed adjacent to the building or other structural elements. To reduce the potential for damage, we recommend: • exterior slabs be supported on fill with no, or very low expansion potential • strict moisture -density control during placement of subgrade fills • placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements • provision for adequate drainage in areas adjoining the slabs • use of designs which allow vertical movement between the exterior slabs and adjoining structural elements In those locations where movement of exterior slabs cannot be tolerated or must be reduced, consideration should be given to: • Constructing slabs with a stem or key -edge, a minimum of 6 inches in width and at least 12 inches below grade; • supporting keys or stems on drilled piers; or • providing structural exterior slabs supported on foundations similar to the building. Underground Utility Systems All piping should be adequately bedded for proper load distribution. It is suggested that clean, graded gravel compacted to 75 percent of Relative Density ASTM D4253 be used 21 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 89 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 11arracon as bedding. Utility trenches should be excavated on safe and stable slopes in accordance with OSHA regulations as discussed above. Backfill should consist of the on -site soils or imported material approved by the geotechnical engineer. The pipe backfill should be compacted to a minimum of 95 percent of Standard Proctor Density ASTM D698. Surface Drainage Positive drainage should be provided during construction and maintained throughout the life of the proposed project. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features, which could retain water in areas adjacent to the building or pavements, should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Downspouts, roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 10-feet of foundation walls. Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or 22 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 90 Geotechnical Engineering Report Proposed Spring Canyon Community Park South Cottonwood Glen Park, North of Horsetooth Road Fort Collins, Colorado Project No. 20055075 1rerracan prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. 23 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 91 LOG OF BORING NO. 1 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION m } o U p2. �' = } � �. m LU 0_ p I Z F Z W F H Z �U ZO FL U cn 2 u! a. U F-O QU � W U� 0 Approx. Surface Elev.: 5125.2 ft o z r} vain > o aD n 0.5 6" TOPSOIL 5124.5 SANDY LEAN CLAY Brown, dark brown, medium stiff CL 1 RS 12 9 121.6 101 5 S CL 2 SS 12 6 18.9 10 13 5112 WEATHERED SILTSTONE/ CLAYSTONE 15 Gra rust tan 5110 15 3 SS 12 9 23.3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 rerr acon BORING STARTED 4-14-05 WL Z DRY WD 1 7.6 AB C 4 4-05 WL BORING CME55EFFOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 92 LOG OF BORING NO. 2 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION m i w = V7 K W rWL > ' ZU F- ofW H Z Z ZZ • d U W UU F.. 0 � Z >- L) 0 Approx. Surface Elev.: 5127.4 ft o D z X (nm o 0 0 Z) Cn 0.5 6" TOPSOIL 5127 SANDY LEAN CLAY Brown, dark brown, medium stiff CL 1 RS 12 6 21.9 102 5 CL 2 ISSI 12 5 22.1 10 12 5115.5 WEATHERED SILTSTONE/ CLAYSTONE Gray, rust, tan 3 ISSI 12 10 21.7 15 5112.5 15 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft 1 r�rr�c®n BORING STARTED 4-14-05 Q DRY WD 1 6.6 AB 4-05 CCME55EFOREMAN 4 FWLWL. �' � RIG CMG Water Level 4/28/2005 APPROVED DAR I JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 93 LOG OF BORING NO. 3 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS DESCRIPTION m >. a ❑ n a U m W .0 Z� WW WF- 7 Z UW 6 of Approx. Surface Elev.: 5127.4 ft W ❑ Ul D 2D Z w X EL 0j rn m3� O U K ❑ a z PK ❑ U) 0.5 6" TOPSOIL 5127 CL 1 ISSI 12 6 20.0 SANDY LEAN CLAY Brown, brown, medium stiff to stiff CL 2 RS 12 13 18.0 92 5 i CL 3 ISSI 12 6 23.9 10 12 5115.5 WEATHERED SILTSTONE/ CLAYSTONE Gray, olive, rust, tan SS 12 8 23,7 15 5112.5 15 i BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Irerracon BORING STARTED 4-14-05 WL Q 13 WD 1 5.8 AB COMPLETED4 4-05 WL � Y ROBING CMG s WL Water Level 4/28/2005 APPROVED DAR I JOB it 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 94 LOG OF BORING NO. 4 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Communi Park SAMPLES TESTS 0 DESCRIPTION p > o p n z _ r m o z� r �H Z) ow U] W a Approx. Surface Elev.: 5127.5 ft o D z F- � Cn m h o o a D U) 0.5 6" TOPSOIL 5127 SANDY LEAN CLAY 2 Brown, brown medium stiff 5125.5 CLAYEY SAND Brown, loose CL 1 RS 12 5 14.8 103 5 7 5120.5 SILTY SAND WITH GRAVEL a; (� Brown, loose SC 2 SS 12 1 5 20.7 O•. 15 5112.5 15 SM 3 SS 12 4 17.4 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft Ire sr acon BORING STARTED 4-14-05 WL Q 7 WD m 6.6 AB BORMPLETD4 ING COME WL 2 � RIG 55EFFOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 95 LOG OF BORING NO. 5 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS U o DESCRIPTION p m } w O n W w F-0 of Zrn C w Z LL Z Z OF ad cn m ui O 3r Wz r ow U Approx. Surface Elev.: 5129.4 ft o Z F' of va, in � o o 0- � m 0.5 6" TOPSOIL 5129 SANDY LEAN CLAY Brown, brown, soft to stiff CL 1 RS 12 5 31.8 92 5 Silty sand lenses encountered CL 2 ISS112 2 22.0 NP/NP/31 10 15 5114.5 15 CL 3 SS 12 6 23.0 BOTTOM OF BORING i i i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft re rr acon BORING STARTED 4-14-05 WL Z9 WD = 7.2 AB BMPLETI 4 4-05 COME i WL BORING 55EDOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 96 LOG OF BORING NO. 6 Page 1 of 1 CLIENT ENGINEER BHA Design, INC SITE South of Cottonwood Glen Park PROJECT Fort Collins, Colorado Proposed Spring Canyon Community Park SAMPLES TESTS 0 DESCRIPTION O m r O a "' O �' r� W LL�1 l_ I_- Z Z �- ZZ �S Q Co m W > O ZW of OW (D Approx. Surface Elev.: 5130.7 ft W O U) Z) 7 Z } W � d� U) m ¢O L)❑ of a Z� Z) U) 0.5 6" TOPSOIL 5130 CL 1 SS 12 9 11.2 SANDY LEAN CLAY 2 Brown brown soft to stiff 5128.5 CLAYEY SAND Brown, loose CL 2 RS 12 3 15.7 100 s Q 9 5121.5 SILTY SAND WITH GRAVEL SC 3 ISSI 12 6 24.6 .a;.. Brown, loose 10 5115.5 15 SM 4 SS 12 1 9 124.5 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft rerrac®n BORING STARTED 4-14-05 WL 8 WD S 7.3 AB COMPLETED 4 4-05 WL Z � ROBING IG CME 551 FOREMAN CMG WL Water Level 4/28/2005 APPROVED DAR JOB # 20055075 Addendum 1 - 7204 Veterans Plaza at Spring Canyon Community Park 97