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HomeMy WebLinkAbout111049 SINNETT BUILDERS - CONTRACT - RFP - P872 PFA ADMINISTRATION ADDITION 29536SPECIFICATIONS WK, CONTRACT DOCUMENTS FOR P872 PFA General Contractor for Fire Station Expansion PFA Administration Addition PURCHASING DIVISION 215 NORTH MASON STREET, 2ND FLOOR, FORT COLLINS P7.1 Notes & Details - Plumbing civil lofl Cover Sheet 1of2 General Notes 1of3 Existing Conditions Plan 1of4 Utility, Grading, Drainage & Erosion Control Plan Landscape L1 Site Plan L2 Landscape Plan The Contract Drawings shall be stamped "Final for Construction" and dated. Any revisions made shall be clearly identified and dated. 7.4. Addenda Numbers 1 to 2, inclusive. 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. 9/12/01 Section 00520 Page 3 Q C EX15TIN -PLANTER To BE RENOVATED, SEE L.S. DRAWINGS FIRE DEPARTMENT - REPLACE ANY SIDEWALK, PAVING, CURB 4 GUTTER I DAMAGED BY CONSTRUCTION ACTIVITIF5 EXISTING BIKE RACK . I EXIST. TREE GRATES NEW ENTRY CANOPY TO MATCH NEW SOLAR 5HAPF-5 TRASH CAN EXIST. COLORED GONG. BANDING ii may„ REPLACE ANY 51VEAALK, PAVING, GuRI3 a GUTTER DAMAGED By CONSTRUCTION ACTIVITIES NEW PAVING — COLOR BY ARCH. IETAILS. SURFACES & �CONSTRUCTION TY. -IES ARE INSIBILITY OF THE N THE AREA OF SHALL BE ZESPONSIBLE I EXISTINCS STAIR • PROPOSED TOWER ADDITION ..... ........ - - SECURITY GATE; . -", 777777=, Tyr. 50LAR SUN SHADES o EXISTING PLANTER;'. — 'TO BE RENOVATED,, DRAYiIN(C575:-,, -F SEE L NEW TREE GRATES MATCH TO EXIST. SEE L.S. DRAWINGS REPLACE ANY SIDEWALK, PAVING, CURB I GUTTER DAMAGED BY CONSTRUCTION ACTIVITIES FMIN �N�STR�EET� EXISTING TREE ORATES, TYP. . N EN.rr,,, MATCH NEY i EXIST. COL GONG. BAN REPLACE ANY SIDEWALK, PAVING, CURB DAMAGED BY CONSTRUCTION , NOTE: CONTRACTOR TO DOCUMENT EXISTING SIDEWALK/ PLAZA DESIGN & DETAILS. REMOVE EXISTING BRICK PAVERS & STORE FOR REUSE. REPLACE ALL HARD SURFACES & AMENITIES DAMAGED BY CONSTRUCTION ACTIVITY. RESTORE PLAZA TO PRECONSTRUCTION CONDITIONS OR BETTER AS REQ'D BY NEW UTILITY & CONSTRUCTION ACTIVITY. NOTE: THE SIZE, TYPE, AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE SHOWNAPPROXIMATE WHEN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALRESPONSIBILITY E L UNDERGROUND UTILITIES IN THE AREA OF SIT THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FALL UNKNOWN UNDERGROUND UTILITIES. POST CAP ANCHOR POST EXIST. WALL, RE:'\'\\\, DET B/A5.1 SLIP HIN6E 3 1/2" x 3 1/2" x 1/4--'� TUBE STL. PAINT To. ' \� MATCH NEW FLASHING\ 2" X 2" 9 1/4" TUBE STL. FRAME PAINT MATCH NEW FLA5HIN(5, 1/2" STL. ROD FPAMr=,,,- PAINT TO MATCH NEYlL-\ FLASHING ANCHOR POST TO, EXIST. WALL, VET 3 .1 V SLIP HINGE ADD SECURITY PICKETS AS NEEDED. 3 CFC-. V- L F. �CURIT'YPICKETS AS NEEDED PC T 1� IF L ' -C �3- 1 " &A 7 �EV. L F. NEW 1" 3' EXIST. FOUND. SECURITY GATE ELEVATION I a) POST CAP - ----- ---- P05T To EXIST. WALL, RE: ....... ... - VIET 3/A5.1 --T 777..i......_._..PROVVE SECURITY LOCK 77 uj uj ...... .... L. 1/2" x 3 1/2 x 1/4" TWEF 5TL. PAINT TO ........... ..............:...MATCH NEW FLASHING ANCHOR POST TO EXIST. WALL, RE: OFT SIA6.1 FOUND. 11 PLAN DETAIL rn-'\ SECURITY G, I - REMOVE EX15T. WINDOY45 3 H.M. FRAME5 ADJ. TO DOOR FRAME REMOVE EXIST. DOOR EX15T. HM FRAME TO REMAIN REMOVE EXIST. LOUVERS EXI5TING PARK RE: CIVIL 129A �\ 5' - 4" 5' - 2" 13' - 2" FIRE 5TORA6E tp A3 5 RI5 R 7 �q P-2H 1V t29A OONF. A3.1 ` �� i �`�,\t� 1 F125 1 S Z 129 1298 4 - OII 8 - 6 126 U1 �! SLOi'E DN FEG All u12 2 MEN ` �Jj ' 98 - 3 1/2 3 A1.1 126 Al 7- ..... FIRE MARSH L G F m2 125 I 123 EXI5TING ` n p 10 - 9 1/2" 8' - 9 1/4" 9' - 10" 5TAIR OFFICE TOWER ....� in ADMIN. \ P-3 A55T. 29 i � P-1 its ............... m1 NEW LOUVERED BRACING I W1 I O O -1 A 6 MTL. GRATE RE: 5TRUCT. 2 Al. A1.1 5' - O" 3' - 4" 5' - 01, - 4" 5' - O" 4' - B" 4' - O" 2 A3.1 4' - 9" 15' - 2 1/2" 19' - 6" 2.4 2.5 5.1 1ST FLOOR OFFICE rnrvli =UiLANL7 r Ar-r-M (-�V* rCL i) vry ' 05 IF -AT , ON -6" METAL 5TUD FRAMING (5EE 5TRUGT. FOR GA. AND 5PACING) -R-1q BATT IN5ULATION (PROVIDE FOIL FACED BATT5 WHERE EXPO5ED.- -6 MIL POLY VAPOR BARRIER TO B.O. 5TRUGTURE AND GYP5UM BOARD RI 17 1/2" 11 11.2" EXISTING 5TAIR P-1 TOWER 5" 1V./.F. EXPAN5ION JT. IN5UL. r— RE: 5TRUGT. -VI\VV 1 /'lLL VLLL.✓ ✓VLIY -VERT. REINFORCE PER 5TRU0T. NOTE: 4HR RATED A55EMBLY PER UBG TAE 6.1. 5EE Aq.1. WS -MEGH SCREEN -REFER TO 5/A1.4 RE: 5TRUGT. RI 2° EXPANSION ItINFILL EXI5TING 5TA \p TOWE WITH BRICK V. 5" P-i NN DETAIL SCALE: 1 1/2" = 1'-0" L� PANSION JT. NEW LOUVERED E:X MTL. GRATE 3 PLAN DETAIL SCALE: 1 1/2" = 1'-0" Ild 9 EX DPLAN DETAIL SCALE: 1 -10'-O" 2.4 2.5 3.1 15' - 1" 3.8 19'-6" f0 NG PARKING STRUCTURE YVOMEN Zi y, �FFIGE GONE. ios ioaA5.1 GLO. g1 n CLOSET - _ 112e� H.G. _UNISEX i j �F 112I CONFERENCE EXI5TIN6 io i 109 I i � � � PHONE PANEL CL6. MOON PROJ. SCREE EXISTIN6 O.F.G.I. RECEPTION/ VESTIBULE ^- .� .R.��. m. '� ELEG. PANEL Y WAITING ' o� O9 NOTE: REPLACE 1 Nns 112C, WHITE BO. 1 EX15T. CERAMIC, TILE IN ENTRY 0 7 z a_ AC,GE55 PANEL 1 EXI5TIN6 GHAN6E DOOR SWING TO OFFICE MEET EXITING BUILDING REOUIREMENT5 FOR NEW CONFERENCE ROOM 04R.5HEATWNG nN GROUT SOLID -rn" ME i nL. 5TUi r-rZAMirvv (SEE r-WCi . v �R Grp, nND SPACING) -R-19 BATT INSULATION (PROVIDE FOIL FACED BATTS WHERE EXPOSED.- -6 MIL POLY VAPOR BARRIER TO B.O. STRUCTURE AND -5/5" GYPSUM BOARD EXIST. CONC. RI COLUMN I5T. PARKING • a GARAGE EXIST. OFFICE a ,i BACKER ROD d SEALANT :MINERALWOOL al SILICONE SEALANT FIRE • % :e •, -`s" BARRIER SY5TEM RI a PANEL CLIP P-1 •y •' PER MANUF. SIM. EXPANSION JT. EXIST. CONG. COLUMN SIM. PLAN DETAIL 3 PLAN DETAIL 5Gi 2 A5.1 i I l 2 1 16'-21, 1 1 _O„ 2.4 2.5 n.. GYPSUM 13U. ONE 5117= 4 HR. RATED WALL FULL GROUT EX15TIN& RAMP TO CELLS, FULL HT. STAIR TONER X RI EXPANSION JT, P-5 Lc EXPANSION JT. >: EXISTING STAIR 4EL CLIP TONER Z MANUF. COLUMN MINERAL Y00L I RE: 5TRUCT SILICONE SEALANT FIRE BARRIER SYSTEM PLAN DETAIL 4.9 (D V- 3" I' - 7 11.2 @ 6 PLAN DETAIL 50ALS iC I I 41 I 1 1/2" 4' - 2" i NEW OFFICE ADDITION 1 Ij HAND RAIL Y18 I A5.1 UTIL. m 7 All 110' - P-3 16, 6 - 0 1/4' 1 _ i A3 3 12' - O" 5' - O" CONFERENCE i\ 224 i \ 1 STORAGE FEC, 224 ® 222 218 I 0 1 5 (22"IEt) (22-1A) - A1.2 �- 2' - 11 1/4" wn wr.mws ws ur w��w 0 CORRIDOR EXISTING r� E ry 6 STAIR [ ...,.A 1 S I 225 A1.2 221 214 TOWER 10' - 7" le 9' - 10 1/2" I 9' - 10 1/2" 9' - 10 1/2 i w OF ICE OFFICE OFFICE OFFIC 2iq P 1 BRACING [Eli O I O l l O O RE: STRUGT. _ 81, 5, _ 0„ 3, _ r, ,I „ 4 5 -O '3 -4 5 -O 4 -8 5 -O r, 4, 70' - ,5„ 2 51 A3.1 I I I 4'-9"I 15'-21/2" POUDRE FIRE AUTHORITY BOARD OF DIR TORS Po dre Fire uthority hairman Of the Board Acting for Poudre Fire Authority THE POUDRE FIRE AUTHORITY ACTING THROUGH ITS AGENT CITY OF FORT COLLINS, COLORADO a municipal corporation By' r — Jam B. O'Neill II, CPPO Dir for of Purchasing and Risk Management )ate: 3 f 6 7 Sinn By: PRINT NAME CORPORAT P ESIDENT OR VICE PRESIDENT Date: / D ATT��� (Corporate Sea[) CORPORATE SECRETARY 9/12/01 Section 00520 Page 2 4.6 4.8 4.9 : w.i 9' - 1 3/4 " 9' 6 1/2" 1 ' - 3„ i 4 A3.1I EXISTING PARK NEW RET NEW DW � I m �213 P WAITING 15' - 9 3/4" i �; AREA/ FIR3 RECEPTION E 4 I OFFICE OFFICE Zoe CHIEF A1.2 F04 205 2,3 A1.2 t I INFILL BRACING O" 3' - 811 b' - 4" RE: STRUCT. I �) ING STRUCT' FEXIST. ELEG PANEL l EX15T. PHONE PANEL I.T. SERVER Foe I.T. OFFICE 212 ' 4' :2 "*'11 a A5.1 HAND RAIL 4HR RATED 10 A55EM5LY .......... - (2i ALOPE ON Rl 77A S c2l"(Aric.7 \�A �1.5 '12 RE-. 5TRUCT. _4 6'- 4" q, _ 7" 4'- q,, 15'- 2 112" TA-FERFn INC - - GFzICKt15. 1 TF'. ry - - - - I - OD ... 10 L-----------J cV RTU n I W RTU i N '--------- 1 I I R2 — I L - - - J 5 64'—O"V.LF. A3.�F NEW METAL CANOPY EXI5TING TO MATCH SUNSHADE ROOF NEW LOUVERED METAL 5UN5HADE REMOVE EXI5TINCG 2 SCUPPER d REPLACE W/ A3.1 EXTEN510N TO NEW ROOF ROOF PLAN RE: DET. S/A6.1 )In SLIP PLATE F2 &JST. BEARING 10q' - 5 1/2" 5TL. BEAM, RE: STRUGT, i FIRE RETARDANT VAPOR BARRIER WHERE EXPOSED ABOVE 01-6. ADHERE TOP EDGE TO B.O. BEAM i I i G1 i i i GYP. 1 SIDE ONLY COLUMN BEYOND I I P \; ,io 10 SECTION @ EXISTING 3 OFFICE , SCALE: 1/2" EXIST. P.G. GONG. PANEL TO REMAIN, RE: 5TRUGT. FOR NOTCHING AND REINFORCEMENT J EXIST. P.G. GONG. DBL. 'T' TO REMAIN 77 aND FLOOR 110' - 01, EXIST. GL6. MODIFY A5 NEEDED . =A • ALIGN NEW INFILL WALL W/ FACE OF EXIST. WALL EXIST. P.G. GONC, PANEL TO REMAIN 15T FLOOR EXIST. FOUNDATION NEW FOUNDATION, RE: 5TRUGT. T.O. FENCE E 155' - 4" nl T.O. EX15TlPARAPET 155, - 9" ANCHOR TO EXIST. P.G, GONG. PANEL, DRILL 5M PILOT HOLE TO AVOID EX15T. P.G. 5TL. 5TRANDS 5/16" YVELD ® ALL PT5. OF CONTACT. TYP. 1x2x10"L. TUBE 5TL., PAINT TO 5TL. ANCHOR PL' PTV TO MATCH G 5TL, ROD, PTD T MATCH CANOPY ANCHOR TH1�w EXI5T. BRICK NEW CANOPY @ STAIR TOWER 2" VIA. TUBE STL. ALUM. CHANNEL FA5GIA 5" ALUM. AIRFOIL — BLADE, TYP. ALUM. BOLT: PROV STL. P '3' - F SUNSHADI (DRtmL ALUM. CHANNEL FASCIA S" ALUM. AIRFOIL BLADE. 1 VENEER ANGH05 ® 16" O.G. W2 VERT. REINF. PER 5TRUGT. 15T FLOOR VAPOR BARRIER, — COMPRESSIBLE FILLER TURN UP 0 EDGE5 d TERMINATE PER MFG. LEVEL 20 S' �- 3 1/4 A OR BARRIER GOMPRE551BLE FILLER 4" FREE DRAIN GRAVEL �— R-10 RIGID INSUL. FOOTING AND FOUND. RE: 5TRUGT. GRAVEL FILL R-10 RIGID IN5UL. FOOTING AND FOUNDATION RE: 5TRUGT. G BASE DETAIL @ W3 5GALE: 1" = 1'-0" 5T FLR. -s 99'-O° K15TING REGA5T ANEL PERMIT / BID S Seal Project No.: 2005-51.1 Drawn b RevieWE DETAILS Scale Accordin Drawing Number A3.5 4"LA.F.F SUMMIE sw�Sl INESIMM IN 11291�- IS ml�- IN llml�- IS MISSION ®����In M-100 mm�bm 1"961IMM" pw� 11 Emu M M MIT w M "NONE M MR —ME Mffl"g MMIN [MEENI 4 - 4"GA.F.F.-�Jj8' - 4-�.A.F.F NEW LOUVERED No Text Pil 4" A.F.F Owl"A"Calm MMALWAMALIALAM � Ri 5'- 0" A.F.F. F-XP05ED STRUCT. IL2 " V— 4" A.F.F. eosF904] F5021 W- 4" A.F.F. e)'- 4" A.F.F. e, 4" A.F.F. 0" A.F.F.-J� --- I ----- L �7 ININVOIN 5UN5HAVE, TY'F. G.G. TO PROVIDE BLOc!4 INC, =07 TOILET PARTITION. RE: TO PARTITION 7MANUF. FOR BLOCKING REQUIREMENTS. BENCH PREFAB 5&x5( :," H.C. ACCESSIBLE 5HOAER Y41 SEAT, GRAB RAILS 4 ALL ACCESSORIES, U) VERIFY R.O. YV MFG. PLASTIC LOCKERS 16"X16" C -5 p 5TI] LOCKER BENCH — ------ MEWS LOCKER WOMEN'S A LOCKER F305 PREFAB F304 56x36" H.C. BENCH ACCESSIBLE F )OyqEp- Yi D =T, GRAB -lai RAILS 4 ALL ACCESSORIES,' VERIFY R.O. YV \rj I BENCH MFG. (304131 r7� 51-01, 7 114 '%,� UO COUNTER 1�7 SUPPORTS BELOW, TYP. Fco-11 Fe,-1 R'LOCKER 5CALE: 3/5"= l'-O" WINDOWS W FROSTED GLAZING, 51LL ® 5'-5" A.F.F. I 50LIP PLASTIC SURFACE TOILET COUNTER STALL SECTION 00530 NOTICE TO PROCEED Description of Work: P872 PFA General Contractor for Fire Station Expansion- PFA Administration Addition To: Sinnett Builders, Inc. 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: 7/96 Section 00330 Page 1 HALF WALL CAP DETAIL 5/5" GYP. BO. - PAINTED RETURN RAIL ENDS TO WALL TYP 1 1/2" WOOD HAND RAIL NOTE: USE BLUM 506 WALL BRACKET F .o m SCREWS IN BRACKET W/ METAL SLEEVES THRU GYPSUM WALL BD. L WALL SURFACE 4x4 WOOD BLOCKING BETWEEN STUDS USE 5IMP50N A-54 FRAMING ANCHORS DETAIL 2 142" CLIP ANGLES WELDE 5TRINGER5 d PANS GWB TYPE 'X', FLUSH 5TRIN6ER5 AND LANDINGS, ATTACH 1 ANGLE5 AS REQUIRE 5%. HANDRAIL ® STAIR F2 5' - 3" 3' - 5 1/4" 9 TREAD5 O 11" LAXPING m10mm"mz- 4 N `1 A&.1 2 - � 2 nl ry 42" GLR. 5 A6.1 TYP. G2 z GYP. BD. LID UNDER STAIRS m IN DATA ROOM i 12" MIN. /` F = i- j ll TYP. jl 7'-53/4"FF=�j 5 TREA195 @ 11 ' LANDING BY STAIR 5UB. F�=3 ' STAIRS BEYOND, BEHIND MTL. STUD WALL RETRACTABLE PROJECTION SCREEN PROVIDED BY OWNER, INSTALLED BY G.G. I I I II I I I II 1 FUTURE PLASMA FUTURE PLASMA SCREEN, BY OWNER SCREEN, BY OMAIER G.G. TO PROVIDE G.G. TO PROVIDE 1 I BLOCKING IN WALL I BLOCKING IN WALL I i II I COMPUTER CABINET FINISH END PANEL ------------------------------ I B 14' L B 16' 1 B 36" 1 B 3s' 1 B13.211611 CONF. ROOM MEDIA CENTER ELEVATION f T----------- I I I I I 1 I WHITE BOARD, 1 BY OWNER I I I I t I I 1 I I 1 I I 1 I I 1 I I 1 I I I I 'PROVIDE GROMMET - IN C B 36" 1 B ur 15, - 6"VLF. VIDEO CONFERENCING CABINET fER TOP i 11 A' 36" 1 W 93" 1 Y9 30" 1 A 36" t I FIN. END ry PANEL PO At ADM FORT COLI VAU1 In AI ARCHITECTU 401 Wert mmnmin f. 970'224. 166E 1 In association wi Poudre Fire Autt Weeks & Associ. Integrated Mech. APS, Inc. DMW Civil Engir VF Ripley Assoc FILLER CTL Thompson, 2'-3" 2'-3' -2" 2" 2„ (A) 2'-3" 2'-3" 2" 2"T 2„ a u �D G) 2" 61- O" 2" (H) ALUM. WINDOW NOTES - FRAME TYPE: ALUM. THERMAL BREAK FRAME, DRARK BRONZE - FIN15H: DARK BRONZE, TO MATCH EX15T. - GLAZING TYPE: 5UN6ATE 500 BRONZE U-VALUE = .55 5HADING COEF. = .55 - TYPE5 A,B, 4 1 ARE OPERABLE it at Window .a ae. ' �p �Ns1 J 5T ATED NEL, TO ON DOOR SCHEDULE Door No. Door Size (W x H x T) DOOR PANEL FRAME Fir ing DETAILS 1 Com nts Material finish T e Frame Material F e Finish FpTe T a b I I 106 3'-0'W X 7-0'H X 1-3/4' YO SIG I H.M. PIP. H.M.3 6/Al2FIZAI� USE 006nN6 DOOR SCHEDULED TO BE REMOVED 109 3'-0"W % i-0'N X 1-3/4" PD SIG 1 WD sic EAST 110 2'-10"W X'r O'H X 1-3/4' xm SIG i H.M. PTV. H.M.1 6/Al2 Ill 3'-0-W X 7-0'M X I3/4' PD 54C 1 H.M. PTD. H.M.1 b/AT2112-0'W TO"H 1-3/4" Vm SIG 1 H . PrD. H. .f 6/ -0' X1 3/ 4 Alt BIFOID DOOR EXISTEAST PAST CHANGE EXIST. DOOR SWUNG FOR EGRESS 112D 2-10'W X TO'H X 1-3/4' 1 113 3'-0'W % T-0'H X 1-3/4' Mm569 1 H.M. PTV. H.M.1 b/Ai.2114 3-0'W X T-0"H X 1-3/4- MD SIC 1 M.M. PTV. H.M.1 b/AT2115 3'-0W X 7-O"H X 1-3/4 MD SIC 1 H.M. F"W. H.M.1 b/Al2 116 3'-0'W X 7-0"H X 1-3/4' YD SIG 1 H.M. PIP, H.MA b/Al2 l/M2 Ill 3'-0'W X 7-0'H X 1-3/4" YO Sac 1 N.M. PtD. H.M.1 b/A1.2 l/Al2 116 3'-0"W X 7-0"H X 1-51W YO SIG 1 H.M. PID. H.M.1 b/A1.2 VM2 119 3'-0'N X 7-O-H X 1-3/4" HD SIG 1 H.M. PTD. H.M.1 6/A1.2 VA12 121 3-0'W X T-O"H X 1-5/4' AD SIG 1 H.M. PTD. H.M.1 6/Al2 l/Al2 122 3'-0'W X 7-0"14 X 1-3/4' WD SIG 1 H.M. PTV. H.MA 6/Al2 VM2 125 V-0'W X T-0"H X 1-3/4' vD SIG 1 H.M. PTV. H.M.1 6/A1.2 l/Al2 124 2-10"WX7-0"H X i-3/4' Y'O 51G 1 H.M. IV. H.M.1 6/A1.2 VAl2 ADD 24'X24' 6RILL TO LOWTR HALF OF DOOR 125 5O'W X 7-0'H X 1-3/4' )ID Sic 1 H.M. PTV. HAA b/Al2 VM2 126 5' 'H X 7-0-H X 1-3/4' HD 54C 1 H.M. PTV. H.M.1 b/A1.2 l/Al2 127 V-O"W X T-0"H X 1-3/4' YD SIC f H.H. PTD. H.M.1 6/A7.2 7/Al2 125 V-0'N X T-O"H X 1-3/4' 1'O SIG 1 H.M. PTV. H.MA 6/Al2 1/Al2 12R 3'-0'W X 7-0'H X 1-3/4' ym SIG 1 H.M. PrD. H.M.1 6/Al2 7/A72 12M V-0' W % TO'H X 1-3/4' H.M. PTV. 2 M.M. ID. H.M.1 w MN. 6/Al2 VA"f2 12eB V-0'W X 7-0'H X 1-3/4' H.M. PID. 3 H.M. PTD. H.MA W MIN. PANIC HARDWARE, COORD. HRVML. W/ SECURT' CONSULT. 201 5-0' W X T-0" H X 1-51W YO Sac 3 H.M. PTV. H.M.1 b/Al2 l/M2 205 V-0"W X 7-0'H X 1-3/4" VO SIG 1 N.M. PTD. H.M.1 6/A1.2 l/M2 215 3'-0' W XTO" H X 1-3/4' WD SIG 1 H.M. PTD. H.M.1 b/Al2 VAl2 214 9-0' W XTO' H X 1-3/4' AD SIC 1 H.M. PTV. H.M.1 b/Al2 7/M2 215 3'-0' W X T-0' H X 1-3/4' Wp sac 1 H.M. PTV. H.M.1 6/A1.2 VAl2 216 3'O' W X T-0' H X 1-3/4" WD SIG 1 H.M. PTV. H.M.1 b/Al2 1/Al2 218 3-0'W X 7-0'H X 1A/4" PO sic 1 H.H. PLD. H.M.1 b/M.2 VM.2 219 3'-0' W X 7-0' H X 1-3/4' ym 510 1 H.M. PTD. H.M.1 b/M.2 l/Al2 220 2'-10'W X T-0"H X 1-3/4' ND SIG 1 H.M. PrD. WMA b/AT2 l/M.2 =1 3'-0" W X 7-0' H X 1-3/4- WD 51G 1 H.M. PTD. HAA b/AT2 l/Al2 222 31-O'W X 7-0'H X 1-3/4' NO 51G 1 H.M. PTD. H.M.1 b/Al2 VM2 223 3'-0' W X T-0' H X 1-3/4' IND SIC 1 H.M. PTV. H.Ml b/A7.2 1/M.2 224 3'O'W X 7-0"H X 1-3/4' PO SIC 1 H.M. IV. H.M.1 b/A1.2 l/M2 225 3'O' W X T-0' H X 1-3/4' HD SIG 1 H.M. PrD. H.M.1 6/M2 7/M2 221A 3'-0'W X 7-0'H X 1-3/4' WD SIC 1 H.M. PTV. H.M.1 6/Al.2 1/Al2 227E 3'O'W X TO'" X 1-3/4' H.M. PTD. 3 H.M. PTV. H.M.1 20 MM. PANIC HARDWARE, COORD, HRDWt. W/ SEGIIRRY CONSULT. 221G W-0'W X 7-0'H X 1-5/4' SM WD SIC 1 M.M. 170. H.M.3 6/M.2 VA12 22b 2-6"W X 7-0'W X 1-3/4' PO SIG 1 H.M. fem. H.M.1 b/AV l/M2 22R PR. 2'-OU X 7-0'h X 1 3/4' YO SIC 4 NONE NA NA 1/Al2 2/M2 151FOLD DOOR Soo PR. 2'-0� X T-0'h X 1 3/4' M SIG 4 NONE NA NA 1/M.2 ZA72 ENFOLD DOOR 301A S-O" W X T-0' H X 1-3/4' WD SIG 1 H.M. PTV. H.M.1 6/A72 VA12 302 3'-0'W X 7-0'H X 1 -514' WD SIC 2 H.M. PTD. H.M.1 WA1.2 VAl2 303 3'-0'W X 7-0'H X i�/4' YD SIG 1 H.M. PTD. H.M.1 b/Al2 VAl2 304A 3'-0'W X TO'H X 1-3/4" W SIG 1 H.M. PTD. H.M.1 6/Al2 VAl2 3048 3'-0'W X T-0'H X 1-3/4'I YO I SIG 1 N.M. PTV. H.M.1 b/Al2 l/M2 305A I 3'-O'W X T-0"H X 1-3/4' I WD I SIG 1 H.M. PTD. H.M.1 6/M2 VM2 1d AC FORT, VIA ARCHIT. QI W. N W 9]M-2< In easo . Poudre Ri Weeks &. Integrated APS. Irc. BMW CiW W RiMey CTL TMn I -- I , I ou. I 1 I N.M. I IV. I N.M.r I I .A I vnu I I WA PV LCD F.b. IL. M STUD � 6 MLL. POLY :E Q' PoTUDS LLS LY. l/ 1 D SIDE ONLY L. STUDS ANAMIRED s 4 J.C. LY Y9TEM iR ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING COMMENTS 105 jaosmlOOR OFT RB 6rn, / PTD. GYP. / PTO, brn. / PTD. 6YP. / PTD, AC ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR I BASE I NORTH WALL I EAST WALL I SOUTH WALL I WEST WALL I CEILING COMMENTS 111 WOMEN LT CT GYP. / EPT. GYP. / III &Yr` / EPT. GYP. / EPT. AC 112 H.G. UNSEX CT CT GYP. / III 61P. / EPT, GYP. / EPT. GYP. / III AC 11>B Cl-O. 5 LONG. RB 6YP. / PTD. GYP. / PTD. GYP. / PTD. GYP. / PTO. 6YP. 115 OFFICE OPT RB 6YP. / PTD. GYP. / PTO. GYP. / PTD. 6YP. / PTO. AC 114 OFFICE CPT RB OYP. / PTP. GYP. / FTD. 6YP. / PTD. GYP, / PTD. AC 115 OFFICE OPT RB STIR. / PTD. 6YP. / PTD. Ern. / PTV. GYP. / FTD. A C 116 OFFICE CPT RB 6YP. / PTD. &YP. / PTV. 6YP. / PTD. GYP. / EPT. A C 11-1 OFFICE OPT RB 6YP. / PTD. 6YP. / PTD. 6YP. / PTD. STIR. / PTD. AC 118 OFFICE OPT RIB &YP. / PrD. bYP. / PTD. OYP. / PTD. GYP, / PTD. AC 114 OFFICE CPT RB 6YP. / PTD. GYP. / PTD. GYP. / PTD. 6YP. / PTO. AC 120 BREAK CPT RB 6YP. / PTD. 6YP. / PrO. Ern. / PTD. 6YP. / PTD. AC 121 OFFICE OPT RB bYP. / PTD. GYP. / PTD. GYP. / PTD. GYP, / PTD. K 122 WOMEN CT CT GYP. / EPT, Ern. / III 6YP. / EPT. 611P. / EPT. AC 125 OFFICE CPT RB bYP. / PTD. GYP. / PTD. Ern. / PIV. GYP. / PTD. AC 13 DATA 9 CONC. RB 6rn. / PTD. 6YP. / PTD. GYP. / PTV. &YP. / EPT. EXP. 125 ADMIN. ASST. CPT RB 6YP. / PTD. &YP. / PTD. 6YP. / PTO, 6YP. / PTD. AC 126 MEN CT CT &YP. / EPT 6YP. / EPT. 6TP. / EPT. GYP. / EPT. AC 121 FIRE MAR SHA - CPT RB 611P. / PTD. 6YP. / PTD. &YP. / PTV. Ern. / EPT. AC 126 CONF. OPT RS 6YP. / PTD. 6YP. / PTO. &YP. / PTV. GYP. / PTD. AC 124 STORAGE 9 CONIC, RB GYP. / PrD. GYP. / PTD. 6YP. / PTO. 6YP. / PTO. AC 12RA FIRE FUSER 9 CONC. &NP, / PTD. 6YP. / PTV. GYP. / PTD. 6YP. / PTD. EW, ROOM FINISH SCHEDULE li ROOM # ROOM NAME FLOOR I BASE I NORTH WALL I EAST WALL I SOUTH WALL I WEST WALL I CEILING COMMENTS 215 FIRE CHIEF CPT RB 611P. / FTD. 6YP. / PTD. GYP. / PTD. 6YP. / PTD. AC 214 OFFICE CPT RS GYP. / PTD. GYP. / PTO. GYP. / PTD. GYP. / PTD. AC 215 OFFICE CPT RS 6YP. / PTD. 6TP. / PTD. GYP. / PTO, &YP. / PTV. AC 216 CONF. CPT RS 6rn. / FTV. 6YP. / PTD. 6YP. / PTV' GYP. / PID. AC 215 WOMEN CT CT GYP. / EPT. 6YP. / EPT. GYP. / EPT. 6YP. / EPT. AC 214 OFFICE CPT RS 6YP. / PTO. 6YP. / PTD. GYP. / PTD. 6YP. / PTO. AC 220 "L. 5 CONIC. RB bYP. / EFT. &TP. / III GYP. / EPT. GYP. / EPT. AC 221 OFFICE CPT RB GYP. / PTV. GYP. / PTD. 6YP. / PTD. 6YP. / FTC. AS 222 MEN CT OT 6YP. / EFT &YP. / EPT. 6YP. / EPT. GYP. / err, AC =5 OFFICE CPT RB 61 / PTD. 6YP. / PTD. GYP. / PTD. GYP. / PTD. AS 224 CONFERENCE CPT RS GYP. / PTO. 6YP. / PTD. GYP. / PTD. 6YP. / PTO, AC 225 OFFICE CPT RB GYP. / PTD. 'SYP. / Flo. E TP. / PTD. GYP. / PTD. AC 226 STORAGE 5 GONG. RB bYP. / PiD, bYP. / PTD. &TP. / PTD. brn. / PTD. AC 3S1 jaommDOR CPT I WD 1 6rn. / FTV. GYP. / PID. GYP. / PTD. 6YP. / PTO. AC. 225 DATA CPT - GYP. / Pro. GYP. / P1D. bYP. / PTD. 5/ GYP. / PTD. GYP. 229 a CPT RB 6YP. / PTD. GYP. / PTD. // PTD. 6YP. / PTD. I GYP. ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR I BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING COMMENTS 5OO CL GYP. / PTD. Grn. / PTO. 6YP. / PTO. 6YP. / PTD. AL 501 BREAK GYP. / PTD. 6YP. / PTO. GYP. / PTD. Ern. / FTD. AS W2 5TORASE 6YP. / PTD. GYP. / PTD. GYP. / PTD. GYP. / PTD. AC 909 MFLH. GYP. / EPT. 6YP. / EPT. GYP. / EPT. GYP. / EFT. EXP. 504 WOMFNS LOLKPfL MC7CT 6YP. / EPT 6YP. / EPT. GYP. / EPT. GYP. / EPT. GYPS05 MOPS LOOKER 6YP. / EPT. bYP. / EPT. GYP. / EPT. GYP. / EPT. GYP. 906 E%ERGSE GYP / PTD. GYP. /PiD. GYP. / PTD. GYP. / PTD. PL 30T LAB GYP. / PTD. GYP. / FTD. &YP. /PTV. GYP. / PTD. AC SOB CORRIDOR GYP. / PTD. GYP. / PI'D. ABBREVIATIONS: GENERAL FINISH NOTES: WAIL FyQ RIBS BASE LT - 4" X 4- CERAMIC TILE 1. SEE REFLECTED CEILING PLAN FOR CEILIN6 HEI&HT5. CPT _ PTD - PAINT 2. ALL OYP50M BOARD W 5 AND COLIN65 TO LT - CA I CERAMIC TILE CT - 4HIGH CERAMIC TILE EPT - EPDXY PANT BE 5/5' THICK AND TO RELIEVE LI&HT ORANbE 5 GONC- SEALED CONCRETE RB - 4- HIbH RUBBER BASE 'S FEEL TE%TURE FINISH AND PANT. 5. USE YIATER RESSTENT 6Y M BOARD M ALL RF - RE55TENT FLOORN6 WD - E-1/2' HI6H WOOD BASE A! - ACOUSTICAL TILE BATH, 5HOWER AND TOILET ROOM5. GYP. - 6YPSUM 4. USE ANTI -MICROBIAL CBLINO MILES IN ALL BATH, EXP. - EXP05ED TO STRUCTURE SHOWER AND TOILET ROOMS. PARTITION TYPES BATT INSUL. EG(2") TOP TRACK (OR FIRESAFINGD TO DECK IN5UL. IN FIRE RATED PARTTION5BATT IN FLUTES OVER ra'�KOR FLOOR DECK *KOOF INSUL. LONG LEG(2") TOP TRACK IN FLUTES SCREWED TO DECK OVER TRACKSEALANTUDS AT TOP EDGE (FIRE RATEDP. BD. 3/4" BELOW ROOF OR FLOOR DECK IF IN FIRE.DO NOT SCREW RATED TO TOP TRACK, SEALANT GUT STUDS AT TOP EDGE PARTITION) \ \ / (FIRE RATED OF GYP. BD. 3/4" BELOW / IF IN FIRE DECK, DO NOT 5GREW FAZE OF WALL BRACE RATED TO TOP TRACK. 3" TO PARTITION) \ GL6. SEE PLANS STRUCTURE ABOVE BRACE TO FOR TYPE STRUCTURE ABOVE R-11 UNPAGED F.6. GLG. SEE PLANS FOR TYPE �p BATT INSUL. M STUD GL6. SEE PLANS — - - - - GAVIlTES 6 6 MIL. POLY �j 5/5" GYPSUM FOR TYPE O INT. FACE OF STUDS Q BOARD EACH SIDE 5/6" GYPSUM W 6 EXT. WALLS ONLY. Q BOARD EACH SIDE F 35/8" MTL. STUDS O 24" O.G. J •FILL CAVITY WITH J = 24" O.MTLG.SN� e J U • FILL CAVITY WITH i 5/8" GYPSUM BOARD O EXPOSED SIDE ONLY J1 2-1/2" MTL. STUDS O U SOUND BATT INSUL. SOUND BATT INSUL. 24" O.G., ANCHORED TO WALL O 48" O.G. VERTK.ALLY ANCHOR RUNNER 70 FLOOR SYSTEM ANCHOR RUNNER ANCHOR RUNNER TO TO FLOOR SYSTEM FLOOR 5Y57EM P_1 { P-1 H = FULL HT.) PP=2 ( P-2H = FULL HT.] PP=3 3-5/5" MTL STUD 6" MTL STUDS 2 1/2' MTL. STUD WALL FURRED I 7- 1997 UNIFORM BUILDING COD TABLE 7,•U-----R TED FIRE,RESISTIVE PERIODS FOR VARIOUS WALLS AND PARTITIONS' t._.{Ccsntirlu�d} Mimmum FiN1SmD THICKNESS - : FACE -TO} FACE2 (:Aches) `25 4 for mm ITEM, ......... ........_... __...I ............... ias:IFRjkk, NUMBrR ? CONSTRJClION 4 Hr. S tir: 2 Hr. T Fir. ! 4 € 102'T1Ti) , rllhd hr CIi and 4(l0_' n-5m) :rI6 fit! IC.1s1 411 p£i£': ni Solid) I N I 7 ROOM # 105 GOR ROOM # ROOM # 213 FIRE 214 OFR 215 OFFI. 216 CONI 215 W0M 219 OFFI• 220 UTL. 221 OFFI 222 MEN 223 JOFFF 224 GONI 225 OFFF 226 STOF 221 COR 228 VAT/ 229 GL SYSTEM NOTES: ROOFS EXTERIOR WALLS R1 -FULLY ADHERED TPO ROOFING MEMBRANE Wt -NOMINAL 4" BRICK VENEER (TO MATCH ADJOINING SYSTEM (ENERGY STAR RATED) OVER STRUCTURE) ATTACHED TO FRAMING WITH ADJ. VENE -1/2" 05B OR AS REQUIRED TO RECEIVE MANF'5 TIES ® 16" O.G. EACH WAY WARRANTY FOR 100 MPH WIND LOAD AND FM-90 -AIR SPACE AND BUILDING PAPER (50# FELT) ON RATING ON -APPROVED 5/5" EXTERIOR 6YP5UM SHEATHING OVE -FLAT RIGID ROOF IN5UL. BD.: (2 LAYERS -W METAL STUD FRAMING (SEE 5TRUCT. FOR GA. ANI I500YANURATE R-21 MIN.) W/ TAPERED IN5UL. 5PAGING) (I500YANURATE) OVER -R-19 BATT UNFACED INSULATION -METAL DECKING AND STEEL STRUCTURE (RE: -VAPOR BARRIER TO B.O. STRUCTURE AND ST RUCTJ -5/5" GYPSUM BOARD -ROOF WALK PADS AS INDICATED -2" INSULATED METAL PANEL ON R2 -CANOPY -MANUFACTURER SUPPLIED CONGEALED CLIPS AND -SEE DETAIL &/A5.4 FASTENER SYSTEM ON -AIR SPACE AND BUILDING PAPER (50# FELT) ON -1/2" 05B 5HEATHIN6 ON -W METAL STUD FRAMING (SEE 5TRUCT. FOR GA. ANI 5PAGING) 1 -R-19 BATT INSULATION (PROVIDE FOIL FACED BA175 WHERE EXP05ED.- -6 MIL POLY VAPOR BARRIER TO B.O. STRUCTURE Al -5/5" 6YP5UM BOARD RI 11 1/2" 11 1/2" EXISTING STAI' TOWE' F-XPAN51ON JT. -T-�.A7.2 6/A1.2 1/AT2 _ 6/A1.2 1/A1.2 6/A1.2 1/A1.2 6/A1.2 1/A1.2 6/AT2 1/A1.2 �IIN. PANIC, HARDWARE, COORD. HIRDYVR. W/ SECURITY CON5ULT. 6/A1.2 1/A1.2 6/A1.2 1/A1.2 1/A1.2 2/A1.2 BIFOLD DOOR 1/A1.2 2/A1.2 BIFOLD DOOR 6/A1.2 1/A1.2 6/A1.2 1/A'1.2 6/AT2 1/AT2 6/A1.2 1/AT2 6/A1.2 1/A1.2 6/A1.2 VAT2 6/AT2 1/A1.2 -fIN. PANIC, HARDWARE, COORD. HRDWR. YV/ 55CURITY CON5ULT. 6/A1.2 7/A1.2 NOTE: COORD. HRDYVR AND IN5TALATION WITH 5ECURITY CON5ULT. FOR DOORS 129B, 221B, 6 306. 1 IINUM WINDOW TYPES �V N it 6'-4" 2„ 61- O„ 2„ DMW Civil Engineering Services VF Ripley Associates, Inc. Landsc CTL Thompson, Inc. Issued No. Description 1 50HEMATIC DESIGN 2 PRELIMINARY DESIGN REVIEN 3 COORDINATION 5ET 4 MINOR AMENDMENT 5 PERMIT / BID 5ET Revisions No. Description PERMIT / BID SI t i,rtir oif11 t 1111t perl4)d for cmi€°to % I'��isr)rti"i" iittltS I71ec%1[lg the, equivalent tlltckttt`st ,, t'i qtilEi°cl for tw{ in"'hes (194 ttai'tl is four hours when cores %'fiich itrc 1101 g[OLlted me tilled -vv tlt ail tii r' l syi,,till ilt;t�i t i:tti i.it l ;tltded cIrty, Shale or slaw lightweight aggregate, s,,in l of slag fiav tit a maxini i.,,, 14 �_iltittit it Ali . lit 6..rVsist=trice iE.tli tl, o c4.1 tt"6`ele tt'alsc1tlt , units c`c�tnpo sal o a coti l ination of aggregate L� NCC UI- , `s[ankl<mt 7, Val Ill. Lightweight ag,(gregates shlail flay a Inaxilltur`ri c�c�mbinc d cic 1 b GA FILE NO. WP 7008 ( I PROPRIETARY 1 HOUR 35 to 39 S' SOUND GYPSUM WALLBOARD, STEEL C-H STUDS FIRE One layer 1" x 24" proprietary type X gypsum panels inserted between 211Z floor and ceiling J runners with H section of 211Z proprietary vented C-H steel studs between panels. OPPOSITE SIDE: One layer %" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to studs with 1" Type S drywall screws 12" o.c. STC estimate based on 1" mineral fiber insulation in stud space. (NLB) PROPRIETARY GYPSUM BOARD American Gypsum Company BPB America Inc. Lafarge North America Inc. PABCO Gypsum Temple-Inland Forest Products Corporation United States Gypsum Company - sla" FireBloc® Type X - 51s" ProRoc® Type C Gypsum Panels - 5(e" Firecheck® Type C - 518" FLAME CURB® Type X %" Type X 5/s" SHEETROCKO Brand FIRECODEO Core Gypsum Panels 1" SHEETROCKO Brand Gypsum Liner Panels Thickness: 31W Approx. Weight: 8 psf Fire Test: UL R1319, 88NK2747, 2-8-88, UL Design U469 Sound Test: Estimated 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 SSK 1 FIRE RISER ROOM PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1. 2006 WEEKS & ASSOCIATES SSK 2 LINTEL ® NEW DOOR PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 3 PILASTER ® GRID C-3 PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 4 PILASTER ® GRID C-3 - - - - - - - - - - - - - - - - - - - - - - - - - EXTI 1 PAN 3'-0 EDG NOT F— I J P-3r---j P-3 P-4 i I A., C-�2 I C-r2 2 L--J I L---� I C-31 sa. PIL-5L, 3 S4. 2'- " P-5 P-2r--C, N -L2 P-1r 2 P4 2 P-1r F-2 PIL —7— F-2 PIL 7 !— IL o'-a11 " S4.1 9,. 3.8 4.3 4.6 4.8 4.9 5•1 FOUNDATION PLAN 1/8" _ 19_0" INDICATES 8" CMU WALL ON CONCRETE FOUNDATION PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 5 ROOF STRUCTURE ® GRID 2 - S3.1 PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 6 MOVE COLUMN 3.1/C.3 PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 7 MOVE COLUMN 3.1/C.3 THIRD R PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 8 MOVE COLUMN 3.1 /C.3 COLUMN SCHEDULE MARK COLUMN SIZE BASE _PLATE C-1 HSS 4 X 4 X 3/16 3/4" X 10" X 10" W/ (4)-3/4"0 X 12" ANCHOR RODS C-2 W8X35 1 " X 16" X 1'-4" W/ (4)-3/4" 0 X 16" ANCHOR RODS C-3 W8X35 1" X 16" X 1'-4" W/ (8)-3/4"0 X 16" ANCHOR RODS C-4 W8X35 1" X 16" X 1'-8" W/ (10)-1"O X 16" ANCHOR RODS NOTE: REFERENCE PLAN & DETAILS FOR DIFFERENT BASE PLATE CONDITIONS PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 9 DETAIL 4/S4.1 REF. DETAIL 3 OF S3.1 FOR SLAB NOTES OQ T.0 WALL 99 -0 T� 0; LEA 98 -3 WALL 96 -0 0 GRID LINE a PRECAST PANEL REF. ARCH. PLANS 7" 1115" J U M 4 4.1 3/4" = V-0" PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES ti 2—#5 CONT. 3—#5 CONT. N #3 TIE ® 36" O.C. ,,-3-#5 CONT. 1 36" #5 X 10" o ® 1B" O.C. FOOTING SIZE & REINFORCING PER SCHEDULE SSK 10 DETAIL 5/S4.1 8"X8"X 16"CMU W/ #9 WIRE JOINT REINFORCING - ® 16" O.C. STOP ® CONTROL JOINTS 5 ® 40" O.C. ND EACH SIDE OF ALL OPENINGS AND CONTROL JOINTS GROUT REINFORCED CELLS FULL #5 X 5'-0" DOWEL ® -_ 40" O.C. Tur 99 -0 -o 2-#5 CONT. #3 TIES ® 36" 6.C. g�B.O. EX. PRECAST -6 2-#5 CONT. LL 96 -0 6 -0 1 42" #5 X 10" 0 18" O.C. e B.O. FTG 948 WRAP ALL BARS AROUND PILASTER. SEE FOOTING SCHEDULE FOR REQUIRED REINFORCING AN B.O. EX. PIER CAP s2 —s FOOTING SIZE & REINFORCING PER SCHEDULE 5 4.1 3/4" = 1'-O" PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES 1'-4" 1'-2" 1'-6" L EX. P EX. SECTIr;;N 00610 PERFORMANCE BOND Rorvi No. 929413594 KNOW ALL MEN BY THESE PRESENTS: .that (Firm) Sinnett Builders, Inc. (Address) P.O. Box 1969, Fort Collins, CO 80522 (XXXXXIM11AINX), (XxVAXSN6S3CK*), (a Corporation), hereinafter referred to as the "Principal." and (Firm) Western Surety Company (Address) 10375 Park Meadows Drive, Suite 300, Littleton, CO 80124 hereinafter referred to as "tha Surety", are held and firmly hound unto k"ice of Farr Collins, 300� Lftporte flue, Fart CQl!ins,T Colorado 80522 a (Municipal Corporation) hereinafter referred to as the "OWNER", in the p(�nal sum of � in lawful money of the United ,"-.taus, t;sr the payment Gf which .^„ l.T, wei: and truly to be m;3drz, we bind uurseltie.:, suc-.cessQrs and assigns, 'iuint _.y and severally, firmly by these presents. # One Million Seven Hundred Eighty Severs Thousand Four Hundred Ninety Four and N01100 Dollars ($1,787,4%.00) THE :,GND'-TIONS Cef' THIS OBLIGATICN are s',ich that whereas the into a certain Agreement with the OWNER, dated the 26th day of Febr.uar_y, 2007 a copy of which is h.,,.reto attached and made a part herecs for the ficrformance of The City of Fort Collins project, P872 PFA General contractor to. Fire Station Expansiori--PFA Adatinistration Adciit'_on. NOW, THEREFORE, it the Principal shall will, truly and faithluliy p,,rform its duties, all thrn undertakings, i'o eriant.s, terms, conditions and agreements of said Agreement during the original term thereof, anr.9 any extensi.c;ns thereof which may be granted by tho C3'MFR, w th or withcut. Norice% to thr< Surety and during the ife of the -'juaranty pe-rio!i, jinn .t the Principal s)la'l ;iatj$fy a' claims and Cur?minds in:zn rrc,l 1)nd[?r z;uch Agreotn?nt, anri sha. Vil in lemtn.,,ty and save harmictss the OWNER from all cost. and (Mmages which it may suffer by rF.a56n cf failure to .do so, and shall .Y_:�mbur^e and re?pay. the WNER ail Outlay •3ri;i exvf-n;;o WhI ch t fie OWNER rr,iy . rvi ur-:n m-ikiniq ,goot:j In}' 'her) this ohligatiun shall lia void; otherwise to ;-emain in full force and 7/96 r;,_e Lich 0061 0 £'as; I SSK 11 DETAIL 1/S4.2 8"X 8'X 16"CMU W/ #9 WIRE JOINT REINFORCING — 0 16" O.C. STOP o CONTROL JOINTS #5 0 40" O.C. AND EACH SIDE OF ALL OPENINGS AND CONTROL JOINTS GROUT REINFORCED CELLS FULL #5 X 5'-0" DOWEL 40" O.C. 2-#5 CONT. 3 TIES o 36' .C. g�B.O. EX. PRECAST — 2-#5 CONT. 9B60. � -0WALL r-- -8� 94 -8 L 1'-4" EX. PRECAST PANEL FOUNDATION WALL MAY BE SINGLE SIDE FORMED AGAINST EX. PRECAST. PROVIDE MIN. 1" FOAM BOND BREAK BETWEEN PRECAST AND NEW U ATION WALL 4" CO VOI FO M UNDER EX. PRECAST PANEL r J 42" #5 X 10" o 18" O.C. FOOTING SIZE & REINFORCING 0 0 S J 0 o PER SCHEDULE 1'-2" 4'-0" 1 4. 3/4" = 1'-0" PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 1, 2006 WEEKS & ASSOCIATES SSK 12 REVISED DETAIL B/S4.2 Jl9 = I -U GRID LINE GRID UNT2. EX. PRECAST SPANDREL 2'-3"PANEL TO BE NOTCHED O HALLWAY OPENING 4" CONCRETE SLAB W/ WWF 6X6 W2.9 X W2.9 ON 1.0024 FORM DECK EX. DOUBLE TEE FLOOR T.O.10'- " 110 -0 2ND FLR STEEL BEAM (V SEE PLAN EDGE ANGLE L 4x4xy4" - PROVIDE FLUOROGOLD SLIDE BEARING EA. END & REST ON TOP OF PRECAST. WELD DECK TO ANGLE TO SECURE ANGLE IN PLACE PROVIDE J" BEARING PL EACH END ANCHORED TO TOP OF 8 PRECAST TO TACK WELD BOTTOM ELEMENT OF SLIDE S 4. BEARING TO 3/4" - 1 -O" 3"0 SCHED 40 PIPE OR HSS 3x3xA BELOW EX. PANEL EA SIDE OF DOOR OPENING. EXTEND TO TOP OF PRECAST PANEL 2 MAIN FLOOR. PROVIDE J"X4"x9" CAP h BASE PLATES. ATTACH TO PRECAST W/ (2)-4"0 x 3" EPDXY ANCHORS. PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 7, 2006 WEEKS & ASSOCIATES SSK 13 MASONRY SPECS Masonry — f'm = 1500 psi. Concrete masonry units shall conform to ASTM C90 Grade N. Mortar shall conform to ASTM C270, Type S. Grout shall develop a 2500 psi compressive strength in 28 days. Vertical cells to be filled shall have a vertical alignment sufficient to maintain a continuous clear cell. Overhanging mortar of other obstructions shall be removed from the insides of cell walls. Vertical reinforcement shall be held in position at top and bottom. Horizontal reinforcing shall be "ladder" type wire reinforcing spaced at 16" on center unless noted otherwise. Reinforcing bars shall conform to ASTM A615 Grade 60. Splices are 48 bar diameters with a minimum lap of 24'. PFA ADMINISTRATION BUILDING ADDITION FORT COLLINS, COLORADO DECEMBER 14, 2006 WEEKS & ASSOCIATES To: Matt Poncelow Vaught Frye Architects 401 West Mountain Ave., Suite 200 Fort Collins, CO 80521 Date: December 11, 2006 Re: Poudre Fire Authority Matt, The following is in response to contractor questions dated 11/30/06 associated with exhaust fan and fire/smoke damper systems. 1. When the fan equipment schedule indicates a dedicated time delay switch, the intent is for the mechanical contractor to furnish this device. The electrical contractor is to then install and wire this device. 2. The vertical shafts are rated assemblies. Fire/smoke dampers and duct detectors are to be provided as indicated on the Contract Documents. Normal convention is that the mechanical contractor would furnish and install the fire/smoke dampers and duct detectors, and then these devices would then be wired by the electrical contractor. 3. At this time it is not our belief that all rooftop units would be required to have duct detectors at the unit, unless determined otherwise by the local authority having jurisdiction. Each unit in essence has a detector in the return air duct system since there are detectors at each of the fire/smoke dampers at the return air opening back into the return air shafts. To clarify, the fire/smoke dampers are to close when the associated fan system is off. 4. Fire/smoke dampers located in the exhaust duct riser system associated with EF-1 are to operate similar to that of detail on E3.1. Please let us know if there are any other questions associated with these particular topics. Rs , Shannon Campbell L-06-035-Letter-Addm 1 -061211 Page 1 of 1 12/11/2006 Phone: 80-S5&0670 Fax: 800.6S6-4369 6 T 6 EF-6 a a ® 6 1 0 0 0 6 EF-7 OF D-1-08 200 c 6 Z d d P 80 wauEN V=� 11 L b T e 0 yLL X '0 80 E) p • IFFICE OFFICE CONF. m � 102 los 10{ 5�qq i y+ w 4 20xt0 yi tis U t3 uVi UNIX 112 17 A I 051 O O D-1-08 2 200 0 CONFERENCE GG=2 G_1 no PY --�. 8� 4 VES 00 :a 1 RECEPTION WAITING 107 100 E S E S E S D-1-10 v E 5 7 220 O 250 O 250 225 225 (V E S O Aj V n u .. m 250 ......::::.. . °gm PARTIAL FIRST FLOOR PLAN m� N................................................................................................................................B..SiALO: ....... 3ie HVAC �� - 0 0 �j .................................................................................................. ..................................................... a a`LLw 8 w w fn Z LL X m ��co r-' Y" \ -80 rpna V d c N a d O � OdE `nuw FAN,. SCHEDULE ............ ............................. ...............................p............... ...................................................................... NUYBBR MAKE d< YODBL NUYBBR TYPE DUTY CPY SP� �� 90N� ORIIJE N7'It0 � RBMARIf9 BP-1 ACYB PV196 611HAU9T 1060 NBOF Adonai Professional Services, Inc. (APS, Inc.) Electrical Engineers ADDENDUM NO. 1 DATE: December 4, 2006 PROJECT: Poudre Fire Authority PROJECT No: APS.06013 To: Matt Poncelow FAxNo: 970.224-1662 AT: Vaught*Frye Architects PHONE No: 970.224-1191 FROM: Randy J. Bremmer REGARDING: Addendum No.I PAGES: 1 (INCLUDING COVER SHEET) Matt, please issue the following electrical addendum no.l on this project. A. Electrical Addendum: 1. Sheet EI.I & 2.1 (Electrical First Floor Lighting & Power Plans): a. Existing Building Area: New electrical devices are shown where existing rooms are to be renovated. Remove existing electrical as required for new work shown. Refer to Demolition Notes below for additional electrical requirements: • The electrical contractor shall completely remove all electrical wiring conduit, switches, disconnects, lighting fixtures and other associated items where new electrical devices are shown at the existing building area (mainly the new conference center room). Field confirm extent of demolition work involved. • The contractor shall coordinate and schedule all necessary power outages with the owner's representative prior to proceeding with such work to insure that the operations in adjacent occupied portions of the building are not interrupted or restricted without prior approval. • All existing branch circuits required to be removed for new work shall be removed as complete as possible. Existing conductors shall be removed completely from their raceways, disposed of as scrap and not reused. Existing electrical raceway and device backboxes and devices shall be completely removed where accessible, disposed as scrap, removed from the site and not reused. Existing raceways where stubbed from a concrete floor or wall shall be chiseled 2inches below surface, grouted and screed. Where an existing device needs to be removed the existing conduit may be reused where new wiring is provided as required to insure the continuity of the existing circuit. • All existing light fixtures and lamps shall be removed by the electrical contractor unless noted otherwise (existing to remain devices are shown in light text). The owner shall have the right of first refusal for all lighting before removal from the site (confirm). 2. Sheet 2.1 (Electrical First Floor Power Plan): a. Existing Building Area: Mechanical has added a new exhaust fan for new janitor's room added in the existing building area on this floor (confirm room location with architect). New exhaust fan to be labeled as EF-7, provide `Ssu' at motor and connect to new circuit serving EF-6 in this area. New exhaust fan EF-7 to be 87-watts at 120-volt, single phase. Update panelboard circuit directory accordingly. SIGNED: RANDY J. BREMMER Design Consultant APS INC. 7726 PARK RIDGE CIRCLE, FORT COLLINS, COLORADO 80528 PHONE.' 970.206-0269 FAX.' 970.225-091 7 Adonai Professional Services, Inc. (APS, Inc. Electrical Engineers DATE: November 6, 2006 PROJECT: Poudre Fire Authority To: Matt Poncelow AT: Vaught*Frye Architects FROM: Randy J. Bremmer REGARDING: Revision No.I PAGES: 1 (INCLUDING COVER SHEET) RtvisiUN NO. I PROJECT NO: FAX NO: PHONE NO: COMMENTS: Matt, please issue the following electrical revision no.I on this project. A. Electrical Revisions: APS.06013 970.224-1662 970.224-1191 1. Sheet3.2 (Electrical Schedules): a. Lighting Fixture Schedule: Revise fixture type `AA' to another manufacturer, Lithonia #AF-1/42TRT-6AR6MVOLT (120)-GEBIO-EL SIGNED: RANDY J. BREMMER Design Consultant APS INC. 7726 PARK RIDGE CIRCLE, FORT COLLINS, COLORADO 80528 PHONE:97O.2O6-0269 FAx:97O.225-0917 0 SEE FIRST FLOOR ENLARGED PLUMBING PLAN SHEET P5.1 p Q O CONNECT (N) 1.25" CW TO (E) 1.25" CW SERVICE O RELOCATE (E) 1.25" SERVICE ENTRANCE RISER TO THIS LOCATION. PROVIDE BACKFLOW PREVENTER AND PIPE TO DRAIN. PROVIDE ACCESS PANEL INTO CHASE. RECONNECT TO EXISTING PIPING s ABOVE CEILING. Tm � U 9 SEE UNISEX BATHROOM ENLARGED PLUMBING PLAN SHEET P5.1 m y qyn E NU �Np& "LL PARTIAL FIRST FLOOR ................................................................................................................................... ....:.:::::...........: SCALE: .::.......... PLUMBING PLAN 1 e 1 -o o D m .... .. ...... . a.� t 2 3 '6 8 $ °CIVIL PLAN FOR- C6 0 0 000NTINUATION Mill I Z F P m � � a O y m p m 2 � a O O MIMI 10 rNE O r m ymE o .. "LL PARTIAL FIRST FLOOR ......................................................:::::...........: SCALE: PLUMBING PLAN i/e"=i'-o" a �LLw ■ PROVIDED, FURTHER., that the said Surety, for value rc-ceived, 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 thereundtrr or the Specification. accompanying the same shall in any way affect its obligation on this bond; and it does hereby waive not.Lco of ,any such change, extension of time, alteration or addition to the torw-r 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 berieficiary 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 Fxerkitnd in three (3) rotlnterparts, each one of which shall be deemed an original, this 1St day of March 2 0 07. I'll IN PRESENCE OF: ATTEST: B (Corporate Seal) IN PRESENCE OF: N/A A Principal Sinnett P.O. Box 1969, Fort Collins. CO 80522 (Address) Other Partners py: N/A BY M' ,�� G�NCE GF: Sur�t�Wes'tenrn^ Surety(�C�o.[mp�any By Tarah Z,_r cGee ](Ig Nicole L. McCollam, Attorney -in -fact (Address) 10375 Park Meadows Drive, Suite 300 (Surety Seal) Littleton, CO 80124 NOTE: DATE OF BOND MUST NOT BE PRIOR TO THE DATE OF THE AGREEMENT. If CONTRACTOR is Partnership, all partners should execute Bond. /9G 8ectis;n 00610 Paste OP) 11550 17th Street, Suite 600 Denver CO 80202-1657 3 4 '6 0 00 a F y SaZ RIM �-IMMMAMNMwmrlM�I��Ml�� UP TO �3RD FLOOR P W� LL 4 X m 11 a O r g�m} .. ' O rwr- Ym ELM ABOVE GRADE nLL mm- i PARTIAL FIRST FLOOR ................................................................................................................................. € •.... SCALE: ee's9...... oW PLUMBING PLAN =i'-o" _ '�_•• a auw • m - I- O\ � 8 g o o a a 1 0.75" MSB-1� WOMEN LAV-1 > 111 a 0.5" s 0.5" S=1 X m � a O T a U W CW c HW 0.75" WC-1 0.5" 1 , UR-2 LLV-1 H.C. UNISE p � 112 CONNECT (N) 1° CW & 0.75" HW s 0. �0.5 TO (E) ' o v� V mo qo yNE �o dd8' .. .. UNISEX BATHROOM ENLARGED a SCALE: ...... _ m 1 e.,_,0.,PLUMBING PLAN . a a`uw �o Q 4 �0 8 o�oo a z Cep_ 2 (V LLLy O w X c a T aQ m g� a a X � V m w u� h5 `^ R, O me oNv u N�° mms :•• PARTIAL SECOND FLOOR ....................................................................................................so ........................................E. a 9e...... PLUMBING PLAN i 8" SCALE: aLLw TAP INTO (E) HW & CW — EXTEND 0.5" HW TO AND Q IDISHWASHER 5" CW TO RB-1 a' o ❑ SHE .r RB—I T O copy sraRACE ��E LE W oz A/ O OFFICE �� 0 0 0 91 X > m -1 L a O > �i US 19 E N yn m 0 N q d�$ zh Zh - 1 I - - V I I--� I t '--- z� . 5h � � V to h x �h k4 PARTIAL R ESTROO M GROUP •f�:�•�_�:::�:�:�_••. u••uw•u•u«uo•u.00u...........u.•000•oo•o«..00•u•u••ou....uu.u«u.00.00•«••u«o.u•««•o•w•.uu•oo.... �p•••••'''••••.�1i•'••�4�,•. SCALE: •�0 ''� •:• ISOMETRIC PLAN ' NONE • •��':•., ,.• E m E 9 0� 0 0 L coN (E)�w� Lo 8 i NEcT (N cAON v2„ • N N ILI 000000 / � i i i ♦ i ` ♦40n ` - � ♦ v 0 PARTIAL UNISEX .............................................................................................................................................. BATHROOM ISOMETRIC SCALE:NONE Qo �0 m0 E NU 00 O CoNNEC? bcA�i N ;li, D �� 2 J � _ I � \ • t� ,v �. �� * � 15 \ 1 9 � `Iyf, 2 a 1 � �400000000 2^ PARTIAL UNISEX BATHROOM ................................................................................................................................................ SCALE: ISOMETRIC .....................................................NONE . NAY ..•.�.r,; PLUMBING FIXTURES: WH-1 WALL HYDRANT — WOODFORD 17, FREEZELESS, 3/4" MALE HOSE CONNECTION, ANTI —SIPHON WITH HANDLE RB—I REFRIGERATOR BOX — IPS 9700, 5.75"x4.875"x3.5" BOX, BOTTOM MOUNTED COLD WATER 1/4 TURN VALVE RD-1 ROOF DRAIN — ZURN Z-100 DRAIN, 15" OD, CAST IRON BODY, PLASTIC DOME, UNDERDECK CLAMP, MEMBRANE CLAMP ORD-1 ROOF DRAIN — ZURN Z-100 DRAIN, 15" OD, CAST IRON BODY, PLASTIC DOME, UNDERDECK CLAMP, MEMBRANE CLAMP, 2" HIGH INTERNAL WATER DAM DSN-1 DOWN SPOUT NOZZLE — ZURN Z-199, ALL NICKEL BRONZE — REQUIRES MIB PVC PIPE THREAD ADAPTER FOR USE WITH PVC PIPING FD-1 FLOOR DRAIN — ZURN FD-2209 — PVC BODY — NICKEL BRONZE FRAME AND GRATE — ADJUSTABLE PVC HEAD FCO-1 FLOOR CLEANOUT — ZURN CO-2449 — PVC BODY — NICKEL BRONZE HEAD ASSEMBLY — ADJUSTABLE HEAD GCO-1 GRADE CLEANOUT — ZURN CO-2448, ADJUSTABLE HEIGHT PVC RISER, CAST IRON FRAME AND COVER, PVC BODY WCO-1 WALL CLEANOUT — ZURN Z-1469 COVER PLATE, POLISHED 304 STAINLESS STEEL — PVC PIPE CLEANOUT PP-1 PUMP — B&G NBF-9U, 5 GPM 5 FEET HEAD, 41 WATTS, 115/60/1 PHASE, 0.5" UNION CONNECTIONS, ALL BRONZE, WET ROTOR CIRCULATOR SH-1 SHOWER — CRANE A 6036.1 — ONE PIECE — ADA— HIGH GLOSS POLYSTYRENE — KOHLER 8510—CP ULTRA —LOW FLOW HEAD SHOWER FAUCET — 1.5 GPM FLOW S=3 LAUNDRY SINK — FIAT FL-1, SINGLE COMPARTMENT, 20.25"x17.25"x13" DEEP BOWL, MOLDED STONE, FLOOR MOUNTED, STEEL ANGLE LEGS, 4" CENTERSET — FAUCET, DELTA 2171—WBHHDF, ADA BLADE HANDLES, 10.5" SPOUT, CHROME FINISH, 1-1/2" PVC P—TRAP, CHROME STOPS AND SUPPLIES RPBP-1 REDUCED PRESSURE BACKFLOW PREVENTER — WATTS 909M1, 0 1.25", 35 GPM 11 PSI PRESSURE DROP, QUARTER —TURN BALL VALVES, BRONZE STRAINER, AIR —GAP FITTING, BRONZE BODY W —4 Ma 0 K0 cc (A m m mZ M m MCK x m0 v z • fA Fn j Z O Z n� N =m� m gym' W a3: 3T� Z iFr� X� m mo Tao m Na mo �o FINISH FLOOR 1ST ELEV= 4978.39 CORE DRILL EXISTING MANHOLE NEW INV=4973.00 EXISTING STORM SEWER FINISH FLOOR 1ST ELEV= 4979.32 VERIFY FINAL LOCATION OF 6" STORM LINE W/MECHANICAL ENGINEERING DRAWINGS. HATCHING INDICATES AREA OF NEW CONSTRUCTION 1' 2' 3': Feet FEET) inch 1 ft EXISTING PARKING STRUCTURE I I_L 8f D mD � O ,0 o m mz m mC m m m Tm V O < /Z/� VJ CD j Z 0 Z mN m� O T MFA OF EXISTING 3 GAS _. VEARY FRLN IOFAlIOH aF 1SNTMY WR AND CLFNOUi W ENGINEERING DMIWNGS A" U. OU-T 783 V a' SMBMY SEWER SERVICE 15" STORM SEWER I EXISTING B'I a z p r W CONTACT C" WATER anon IN AOVNICE OF WORK FIELD { OF EXISTING WATER ME ITS OF STREET CUT ME . OETERNINED IN THE FIELD BY; . REPNRS TO BE IN Vt j CONNECT W EXISTING 11" SMRMY SEWN CONTACT CITY WTER M M (211-BRIO) A MINIMUM OF 24 Hi IN AWMCE OF W FIELD VERIFY E VION, UNTERU. AND SIZE OF EXISTING WATER UNE IDCAOON SHOWN IS MRtO%MATE Min OF BBIE£T CUT ME MROgMATE. FNAL jmn ME 10 BE OETERNNED N TEE\": FEND BY THE CITY ENGINEERING INSPECNpE N REPNRS TO BE N ICCOFEIMCE WON CITY STREET RE➢MN SDMRYRDS. 6" Feet ( IN FEET ) 1 inch = 2C ft No Text SECTION C0615 PAYMENT BOND Bond No. 929413594 KNOW ALL MEN BY THESE PRESENTS: that (Firm) Sinnett Builders, Inc. (Address)P.O. Box 1969, Fort Collins, CO 80522 (icD[x!➢[st$�t$2t]G��tl, {dcl@s 7�7t1t# r�147p$, (a Corporation), hereinafter referred to as the "Principal" and (Firm) Western Surety Company (Address) 10375 Park Meadows Drive, Suite 300, Littleton, CO 80124 hereinafter referred to as "the Surety", are held and firmly bound unto the Cites of. Fort Collins, 300 Laporte Ave., Fort Collins_, Colorado 80522 as (Municipal Corporation) hereinafter: referred to as "the OWNER", in the penal Sum of One Million Seven Hundred Eighty Seven Thousand in lawful money of the United StdCes, for the payment ofwwhich sum well and truly to be made, we bind ourselves, succc*uorr and assigns, jointly and severally, firmly by these presents. 'Four Hundred Ninety Four and N01100 Dollars ($1,787,494.00)----------------------- THE CONDITIONS OF THIS OBLIGATION are .such that whereas the Principal entered into a certain Agreement with the OWNER, dated the 26th day of February, 2007, a copy of which is hereto attached and rrade a part hereof for the performance of The City of Fort Collins project, P812 PFA General c,ontr.act.or for Fire Station Expansi_in-PFA Administtatiun Addit ir.n_ NOW, THEREFORE., if the Principal shall make payment to all persons, firm:,, 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, cqu ipment. and tools, consumed, rented or used in connection with the construction of such Work, and all insurance premiums on ;aid Work, and for all labor, performed in such Work whether by subcontractcr or otherwiso, therm than obligation shall be void; otherwise to remain in full force and effect. 7/96 Section 00615 Page 1 V UP 1 RNAMENTALS TO MATCH EXISTING \ B HB 317VM CJSB [ ]JHBC 1 EXISTING R jA Rti.AABJ x EXISTING} TREE TO RENASN' f K � . EXISTING TREE 2GTK EXI REMINGTON STREET s� �or-4�vx 60 A DECIOWOUS TREE — PLANTNG DETAIL A CYt PLANT LIST R Sir V FRipley 34HBC 24HBC ISTBIn�dB» 7 ..n ..u— BJSB /-J 19[vl xxVNa0xBu1 +. t\ � •ya .Y� '1 \ _ 1 v.�v �}zYlc t 4?\Y %j^Ra,i..!.. i t a PLANT LEGEND BOTIHx'11 xN£ cpAMJNx E sQ£ NOTES OlY pJpY YYmtlM NEmYe'S01Bie' BMFFeH—Yb°m x'ol. 03B x TanbmM ORNy MT.T E •T_. mM� S.MREEN SNR000 JNBL JwbRUNVVmYYBIn OiC Sbe Oib Junks Sgel. E'a.a 10 JSS Jwbwn eeEHe H;Imb' BUIM1b Jwkw OStl. Sac 10 y —e vERENIavNs ^R yN yy�u nywgq�ypy Bv.Mee PnM*XM 1SY. 18`ob 010 e�r�r PLANT NOTES TNL RAMIMIERVJ.891N10ENALCORO.Wf.E W11N MN 9i£CFIG1pH8 FOR ��� ^��' 'I U06ERONE GRILE. S'�bGTYu—sn 1. ALLTREE9 LOSE BNLE060VNMGEO. RWT fAN1I10. BEO. CRCONMNERQfO. 3 HFAORSTGBEMMCHE0W11NVJ(.\^p. MIIIONP•AVEMGEOEP1NIOx BSHRUBS — PLANTIND DETAIL TWARTE0. RA M �. EXL4INGTMFX g18V81£M WYLBEIBAXOONEO ANO ALL R.WTOYTERVL 6T0 BEMANi.SNEDBV OMIER. '= F%ISTNG OEGWOWSTREE OOIiNM1ENTKTaEE • OECpIMNIS TREE OEVERGREEN SHRUM ® PERENNNLS _ BERC�ES IL 0 0 Q Z O Q�Z0° �= u.N�- B d J �mQ K O Q FL ' ur, L2 2005-51.1 POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION ADDENDUM NO.2 January 9, 2007 ARCHITECTURAL 1. Sheet A6.2 REVISE Interior Elevation to omit microwave. (3/A6.2 & 4/A6.2) ASK #31 2. Sheet A9.1 REVISE Room Finish Schedule. ASK #32 REVISE Partition Types to show 3 5/8" Furring at P-3. ASK #33 ADD Shaft Detail. (1/A9.1) ASK #34 3. Clarifications a. HVAC shafts at grids 4.8 and 2.4 shall be 1hr Fire Rated Construction. Vent Shafts at restrooms shall be 1 hr Fire Rated Construction. b. Handrail to be Continuous at stair. ELECTRICAL 1. See Addendum Sheets. END OF ADDENDUM NO. 2 APS, Inc. DMW Civil Engine, VF Ripley Associa kV 36" A33" {N 30" {N 36" FILLER CTL Thompson, Ir FIN. END PANEL — — — — — — `— — awSHELF 2 H.G. AGCE551BLE ip (V FAUCET d SINK N. END REF. r 4NEL FIN. END e PANEL I Issued D,yy. END PANEL Na. Descrip ` 1 5CHEh 2 PRELIMINf 5 DOOR 4 MINOP SHELVES TO BE FULL DEPTH TO B 36" SB 39" �4" 36 1/2" 5 PERMI F.O. GAB. Revisions BREAK ROOM #120 No. Descrip 3 ELEVATION -- SCALE: I FILLEI i W .36" VV 30" YV 33" YV 33" Z H.G. AGGE551BLE SHELF FAUCET S SINK REF. m D.W. m 37" 24" 50 39" S 33" 5 F FIN. END PANEL FIN. END PANEL HELVES TO BE ULL DEPTH TO .0. GAB. BREAK ROOM #301 T 4 ELEVATION J[R ACK '1 TOP TRAC > D[ OCW �K T T, 'D61 9/• !L01 DT• EN SN ICKI D 68'D.L. qmm TO TEME t�I ROOM FINISH SCHEDULE ROOM# ROOM NAME FLOOR BASE I NORTH WALL EAST WALL SOUTH WALL WEST WALL I CEILING I COMMENTS 105 CORRIDcw LPT RB 61 . / PTD. bYP. / m 1 67P. / PiD. bYP. / PID. K. ROOM FINISH SCHEDULE ROOM# ROOM NAME I FLOOR BASE I NORTH WALL I EAST WALL I SOUTH WALL I WEST WALL CEILING I COMMENTS III MOMEN LT LT I FRP PRP FRP AC 112 H.G. UNISEX LT CT FRP PRP PRP FRP AC 1125 COO. 5 GONL. RB 61T. / PTD. 6YP. / PTD. 6YP. / FTD. 6YP. / P'fD. 6YP. 115 OFFICE LPT RB 61 . / FTP. 6YP. / PfD. 6YP. / PTD. 6YP. / FTD. AL 114 OFFICE LFT KB 6Y . / PTD. 6YP. / PTD. bYP. / PTD. 6YP. / PTD. K 115 OPFICE CPT RB &YP. / FTD. 6YP. /PTO. 9W. / PTO. 6YP. / PiD. AC lib OPFILG LPT RB 6YP. / PTD. &Y . / PTD. 61T / PTD. Syr. / EFT. IL ItT OFFICE CPT RB 6YP. / FTD. 61T. / PTD. 6TP. / PTD. 6TP. / PTD. AO Itb OFFICE Co" RB 61T. / Iw D. 19 Tw / PTO. 6YP. / PTD. 6YP. / PTD. AC 119 OFFICE OFT IK5 &1T / PTO. 6YP. / PiD. 6YP. / PTO. 6YP. / PTO. k I00 BREAK CPT RB 6YP. / PID. 6YP. / PTD. 6YP. / PTD. bW. / PTO. AL 12I OFFICE LR RB 6YP. / PTD. 6YP. / PTD. 6YP. / PTO. &YP. / PTO. AC i]] WOMEN LT CT FRP FRP PRP PRP AC 125 OPFN CPT RB 6YP. / PTD. 6TP. /PTO. 6YP. /PTO. 6TP. / PTD. AO 124 DATA 5 LONL. R8 6YP. / PTD. 6YP. / PiD. DYP. / PTD. 6YP. / EFT. EIP. 125 ADMIN. I65T. LPT RB 6YP. / PTD. 6YP. / PTO. 6YP. / PTD. 6YP. 1'!6 MM LT CT FRP FRP FRP FRP AL 171 PIKE MM5HAL LPT RB 6YP. / PiD. 61T. / PTD. 6TP. / FTD. 6YP. / EPf. AL 128 WNF. CPT RB 6YP. / PiD. bYP. /PTO. 6YP. / P ' &YP. / PTD. AL 1]9 9TORAbE 5 LONL. RB 6YP. / PTD. bYP. /PTO. 6YP. / PTO. I 6YP. / PTD. AC 12" FIRE RISER 5 C c;C 6TP. / PTD. ROOM FINISH SCHEDULE ROOM # ROOM NAME FLOOR I BASE I NORTH WALL I EAST WALL I SOUTH WALL I WEST WALL I CEILING COMMENTS ROOM FINISH SCHEDULE ROOM# ROOM NAME FLOOR I BASE I NORTH WALL I EAST WALL I SOUTH WALL I WEST WALL I CEILING COMMENTS 500 LL RB 6YP. / PTO. 6YP. / PTD. bYP. / PTD. 6YP. 901 BREAK RB &YP. /PTO. 6YP. / PTD. b1T. / PfD- 6YP. 902 5TCRA5E RB &YP. / PIO. DYP. / PTD. 6YP. / PTD. bYP. /PTO. AL 909 MECH. RB DYP. / IPT. 6YP. / En 6YP. / ER. SY / EFT. EXP. 504 A MENB L I<Elk CTLT NKF FRP FRP PRP 6YP. / EFT. 6YP. 905 MEN'5 LOCKER LT FRP PRP FRP FRP 6YP. Bob E#RU5E RB 6YP. / PTD. 6YP./PTD. 6YPLAB RB 6Y . / PTD. 6YP. /PTD. 6YP505 CORRIDOR RB 6YP. / PTD. &YP. / PTO. 6YP. / PTD. bYP. GENERAL FINISH NOTES: ABBREVIATIONS: WALLS 1. SEE REFLEL LEWN6 FLAN FLR LEILM6 - CT - 4'X4-CERAMIC TILE 41!bHTS . FLOOR @SE PTD - AI PANT ]. ALL GYPSUM BOARD MALL5 AND CZILN&5 TO BI EPT - EPDXY PAINT 5/6' TMGL AND TO RECEIVE LKaHT LRANOZ MEEL LPT - CT - CARPET LERAHIL TILE LT - 4" HIbH C92AMIL TIC! FRP - FSER6LA55 REINFORCED PANELS TEXTURE FINISH AND PANT. 3. USE WATER R615TENT SY M WAND IN ALL 5 LONL- S LED CONCRETE RB - 4" WISH RUBBER BASE CEILINGS BATH, 5HOVEK AND TOILET RC OM5. RF - RE55TENT FLC O IN& IND - 3-1/3' HIGH YUOD BASE AC - AL 5TILAL TILE 4. 05E ANTMK.RCBIAL LEILN& TILES M ALL BATH. GYP. - .Y M SHCA R AND TOLET ROOMS. - EXPOSED TO 5TRUCT RE 5. POUDRE AUTHOF DMINISTR BUILDR ADDITV FORT COLLINS, CO VAUGHT • *7A ARCHITEC ARCHITECTURE INTERIOR tlI WNMeV A -A WWM f fr9NIR3A16R p VNnM' 9 Inmp Uon Mtl1' P.d. FVAAUMM W .6 NueMYf. Ylc. IM•pnIM MFMwYwI. LLC. APS, Inc. W ftwyM W. Inc. OnrtW pwft. Inc. I.-. N. Dw Wn I SCHEMATK, DbKN N. O..WPW. PERMIT / BIi Swl Pf.J.d N. 2005-51.1 D R L. 5(2") TOP TRACK NED TO DECK OR FLOOR DECK lU 5 AT TOP EDGE 'P. 5D. 5/4" BELOW DO NOT 5CRE N )P' 'RACK. E',O :TUBE ABOVE 3E PLANS Yi F- iY�5UM D :AGH 51DE _. 5TUD5 G, V- OnVITY WITH 7 BATT INSUL. ti 1 7R RUNNER OOR SYSTEM HT. U K d H x v BATT INSUL. IN FLUTES OVER TRACK LONG LEG(2") TOP' 5CREWED TO DECK ROOF OR FLOOR DECK CUT STUDS AT TOP E DGI OF GYP. BD. 5/4" BELOI DECK. DO NOT SCREW TO TOP TRACK. / FACE OF WALL L CLG. SEE PLANS FOR TYPE _ R-11 UNFAGED F.G. - BATT INSUL. IN STUD CAVITIES d 6 MIL. POLY ® INT. FACE OF STUDS 6 EXT. WALL5 ONLY. f 5/8" GYPSUM BOARD o EXPOSED SIDE ONLY 3-5/8" MTL. 5TUD5 24" O.G., ANCHORED TO WALL @ 45" O.G. VERTICALLY ANCHOR RUNNER TO FLOOR SYSTEM P-3 5 5/5" MTL. STUD WALL FURRED 1BUILDING SOD —Spy NINE, PA R S$,#1'b.�F abe£a ROOM # ROOM Ni 105 CORRIDOR ROOM # ROOM Ni 111 IV40MEN 112 H.G. UNISEX 112B GLO. 113 OFFICE 114 OFFICE 115 OFFICE 116 OFFICE 11'1 OFFICE 118 OFFICE 119 OFFICE 120 BREAK 121 OFFICE 122 WOMEN 125 OFFICE 124 DATA 125 ADMIN. A55T. 126 MEN 12'1 FIRE MARSHAL 125 GONF. 1201 STORAGE 129A FIRE RISER ROOM # ROOM Ni 215 FIRE CHIEF 214 OFFICE 215 OFFICE 216 GONF. 215 WOMEN 219 OFFICE 220 UTIL. 221 OFFICE �n' %A=kj • m-! f t t:13=)r it a1 i'.'1, itt s7Hr'.1 CIt`. to<f 4 ' l€tr' 14511t _ Is, 11 ct I)Ctt VI:; -ir •_ trt 15fittt> i_f1+ice ;t11 i:'t:at1 ' la: a t al�•il -w Iltte kr1c'e_ya s ie=gctired for ar t000 how hrt^ rcvi�ti�e� t ti ill}a i11 itt m t�s, N11d iau.'we r. •€ ? {},. 5;t l.� , €a'? 1 tI , f,m l9,mfi i (khcn t"f'1`h t;l3ich a tr ._fit 6"_ idled a- IIIled voiI h . illrsrtlC-Iic kIud pciIitu toxI-c-fill 1,t*.11 iid(ik'"t, i'vl'f211C- i t b yr'a3S}dcd dd'�, 1f22tc e)i d a(t lil,?f;t9 eight. a- i1 9«itk" an, €'9" - hg 1itiving i maximum lianit-le 4Yi.0 of 4Swh 0,S 1111RE. PA,i" 1.1 Iliw 0 4," i1..10e mat ,("rry Hits conit''ilscd of a t;.'kiigi,mn3iivr of aIfn.rCyvcat' typcC, or wficre plat tc. 1`• � pplicd dire ctk io lh- -. E"g"gfe;':L£-'s "All it lhave a maxitnu.m conihiii-€ d i!§"Ft itv tit' 63 j^t_ttinda -ei iubk:I,Ctt {1049 kArn,T1 GA FILE NO. WP 7008 ' ' PROPRIETARY' j GYPSUM WALLBOARD, STEEL C-H STUDS Dne layer 1" x 24" proprietary type X gypsum panels inserted between Die floor and ceiling J runners with H section of 2112" proprietary vented C-H steel studs between panels. JPPOSITE SIDE: One layer s!e" proprietary type X gypsum wallboard or gypsum veneer base applied parallel to studs with 1" Type S drywall screws 12" o.c. 3TC estimate based on 1" mineral fiber insulation in stud space. (NLB) PROPRIETARY GYPSUM BOARD %mencan Gypsurn Company - sle" FireBloo'L) Type X 3PB America Inc. - sfa" ProRoc® Type C Gypsum Panets afarge North America Inc. - Ns" Firecheck® Type C 'ABCO Gypsum - ale' FLAME CURBO Type X temple -Inland Forest Products Corporation - ale" Type X Jnited States Gypsum Company - e/e" SHEETROCK® Brand FIRECODEO Core Gypsum Panels - V SHEETROCKO Brand Gypsum Liner Panels 1 HOUR 35 to 39 STC FIRE SOUND i Thickness: 3118" Approx. Weight: 8 psf Fire Test: UL R1319, 88NK2747, 2-8-88, UL Design U469 Sound Test: Estimated 2 1/2" G 1TL. 5TUL NOTE: SEE MECH. DRAWINGS FOR SHAFT PENETRATIONS. SHAFT DETAIL SCALE: 1" = -0- FLOORS O CPT - GAR GT - Cm 5 GONC- SEAL RF - RESI RE: STRUCTURAL STL 5TUD CLIP FOR VERTICAL SUPPORT 1 HR RATED SHAFT ASSEMBLY FILL CAVITY Y1/ SOUND BATT INSOL. Adonai Professional Services, Inc. (APS, Inc.) Electrical Engineers ADDENDUM No- 2 DATE: January 9, 2007 PROJECT: Poudre Fire Authority PROJECT No: APS.06013 To: Matt Poncelow FAxNo: 970.224-1662 AT: Vaught*Frye Architects PHONE No: 970.224-1191 FROM: Randy J. Bremmer REGARDING: Addendum No.2 PAGES: 1 (INCLUDING COVER SHEET) Matt, please issue the following electrical addendum no.2 on this project. A. Electrical Addendum: 1. Sheet 3.2 (Electrical Schedules): a. Lighting Fixture Schedule: The following alternate lighting fixture schedule shall be approved for bidding purposes only on this project. Fixtures shall still be subject to normal shop drawing review TYPE BRAND CATALOG NO. LAMPS A WILLIAMS 17-4-232-A-EB2-UNV 2 F032/835 B WILLIAMS HE3G-D24-232-26S-F338-EB2-UNV 2 F032/835 131 WILLIAMS U3G-D14-232-16S-F338-EB2-UNV 2 F032/835 C WILLIAMS HE3G-D24-332-36S-F338-EB3-UNV 3 F032/835 C1 WILLIAMS HE3G-D24-332-36S-F348-EB2/1-UNV 3 F032/835 C2 WILLIAMS HE3G-D24-332-36S-F348-M9A-EB4/2-UNV 3 F0321835 C3 WILLIAMS HE3G-D24-332-36S-SA 3 F032/835 D INFINITY R60-75-PAR30/MED-BH (1) 75PAR30/CAP/FL- 130V E INFINITY EMER-WHT WITH UNIT EX EXISTING - RELOCATE F WILLIAMS 50G-S24-432-RNA12125-F338-EB4-UNV 4 F032/835 G WILLIAMS 29-2-217-A-EB2-UNV 2 F017/835 H INFINITY PH60-132T-EB-GX24 -3-BH-UNV 1 CF32DT/E/IN/835 K WILLIAMS 29-4-232-A-EB2-UNV 2 F032/835 L DURAGUARD D-13-PL-LPWP-120V 1 CF13DS/E/835 M WILLIAMS 50E-S14-232-RNA12125-EB2-UNV 2 F032/835 N WILLIAMS 29-4-232-A-NL-EB2-UNV 2 F032/835 P INFINITY PVSL68-132T-EB-GX24 -3-BH-UNV 1 CF32DT/E/IN/835 X INFINITY EXIT/CA-SF-R-EM-WH-WF LED'S WITH UNIT X1 INFINITY EXIT/CA-DF-R-EM-WH-WF LED'S WITH UNIT AA INFINITY PHS D75-142T-EB-GX24q-4-C73-EM-BH-UNV-BOD INE B4CF1 1 CF42DT/E/IN/835 BB DURAGUARD D-64-CFL-MCOWP-MT 2 CF32DT/E/IN/835 SIGNED: RANDY J. BREMMER Design Consultant APS INC. 7726 PARK RIDGE CIRCLE, FORT COLLINS, COLORADO 80528 PHONE: 970.206-0269 FAx.' 970.225-0917 LEED GREEN SUPPLIMENTAL SPECIFICATIONS FOR POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION FORT COLLINS, CO PROJECT NO. 2005-51.1 VAUGHT FRYE ARCHITECTS 401 WEST MOUNTAIN AVE, SUITE 200 FORT COLLINS, CO 80521 NOVEMBER 10, 2006 PROJECT DIRECTORY POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION Fort Collins, CO Poudre Fire Authority 102 Remington St. Fort Collins, CO 80524 Vaught Frye Architects 401 W. Mountain Ave. Suite 200 Fort Collins, CO 80521 (970) 224-1191 (970) 224-1662 fax Sinnett Builders 4557 Denrose Ct. Fort Collins, CO 80524 (970) 493-1770 (970) 482-4537 fax Weeks and Associates 300 E. Boardwalk Dr. Building 3, Unit D Fort Collins, CO 80525 (970) 225-2422 (970) 225-2622 fax Integrated Mechanical 2601 S. Lemay, #7-421 Fort Collins, CO 80525 (970) 556-0570 (800) 656-4359 fax APS, Inc. 210 Poudre Bay Windsor, CO 80550 (970) 686-0270 (970) 686-0271 fax eTITT-71r, Architect Contractor Structural Engineer Mechanical and Plumbing Engineer Electrical Engineer K PROVIDED, FURIHER, t'siat the said :,nifty, Lcz valve zeceavc=d, hezbwby stipulates and Igrk,es that no cheincle, extcrnsioj-, c f time.•, ,-tlteration oz additiun to the rermn of the A,arerment ,,r to the Work to be performed thereunder or the spo-cifi.cat.ion• act,ocrpanying the samo shall in any way affect .its obligation on this bored; aril it dons ?Lezciy waive notice cf any such change, extension of time, alteration a_ additi:,n to the terms rf the Agreemont cr te) the Work or to thr2 Spocif;cat.ion—. PROVIDED, FURTREF, that nu final sett.en?ent between the 3WNER and the '}A1TRA''TOF sh�tl h-idgv, <_hc: ;'3 ht c. an'r benc,f ciary 1sireUnrjer, whose Claim MAY be L]SiS d1.1 Fin :. PROVIDED, FURTHER, that the Surety Company must be authatized to transact huniness in !hi' ""tate of i'aiarado .an;1 be acceptable to the OWNER. IN WITNESS WHEFEOF, this instrument. is execut n threat ) <_ount,erparts, Q,,t,7h onto ,if .chi^.h rh ll to deetted 1.^. CCi' n<7�, ^>1$t (dLf i March n7 r 2 0_Q7. _N PVZSEN� 'f: Principal nnett ui a s, Inc. ATTEST: B ---� - (-o'--pc2-aLR $e'd, 1 it' f'A.E SF:7"F. A P.O. Box 1969, Fort Collins, CO 80522 Other Partners N/A N/A ri t'RE f t F I/ n A suretyWesternWestern Surety Company Tarah Z. McGee }Mx. Nicole.L. McCollam., Attorney -in -fact 10375 Park Meadows Drive, Suite 300 Littleton, CO 80124 NOTE: DATE OF BOND MUST NOT HE PRIOR TO THE DATE OF THE AGREEMENT. If CONTRACTOR is Partnership, all partners should execute Bond. 11550 17th Street, Suite 600 Denver CO $0202.1657 DMW Civil Engineers Civil Engineer 1435 W. 291h St. Loveland, CO 80538 (970) 461-2661 (970) 461-2665 fax VF Ripley Associates, Inc. Landscape Architect 401 W. Mountain Ave., Suite 200 Fort Collins, CO 80521 (970)224-5828 (970) 224-1662 fax CTL Thompson, Inc. Geotechnical Engineer 4001 Automation Way, Unit 201 Fort Collins, CO 80525 (970) 206-9455 (970) 206-9441 fax END OF PROJECT DIRECTORY 3 TABLE OF CONTENTS DIVISION 1 — GENERAL REQUIREMENTS 01350 Environmental Goals 01501 Construction Waste Management DIVISION 2 — SITE CONSTRUCTION 02300 Earthwork 02700 Paving 02900 Landscape Planting DIVISION 3 — CONCRETE 03000 Concrete DIVISION 4 — MASONRY 04200 Clay Masonry Units 04220 Concrete Masonry Units DIVISION 5 — METALS 05100 Structural Metal Framing 05400 Cold -Formed Metal Framing DIVISION 6 — WOOD AND PLASTICS 06200 Finish Carpentry DIVISION 7 — THERMAL AND MOISTURE PROTECTION 07900 Sealants DIVISION 9 — FINISHES 09250 Gypsum 09300 Tile 09650 Resilient Flooring 09680 Carpet 09900 Paints and Coatings 4 SECTION 01350 ENVIRONMENTAL GOALS PART 1 — GENERAL 1.01 ENVIRONMENTAL GOALS B. The following environmental goals have been established for this project. This project is striving to attain LEED Silver certification. These goals are general in nature; refer to specific specification sections for more detailed requirements. Notify Owner and Architect if conflicts arise between performance of the work and environmental goals. This specification is not intended to limit the alternative means of achieving these goals. Suggestions and input from the Contractor for implementing these goals is encouraged. 1. Use resources efficiently: a. Select materials that use resources efficiently. b. Use construction practices that achieve the most efficient use of resources and materials. c. Select recycled -content materials. d. Select materials that can be recycled. 2. Avoid scarce, irreplaceable, or endangered resources: a. Select materials from abundant, well -managed resources. b. Select materials that are replaceable, renewable or can be replenished. c. Select materials that minimize damage to natural habitats. 3. Use durable materials: a. Select materials with the longest usable life. b. Select materials that can be reused. c. Select materials with the least burdensome maintenance requirements. 4. Create spaces that are healthy for occupants: a. Select low -toxic products and materials. b. Select materials without toxic maintenance requirements. c. Specify mechanical equipment that will provide fresh air and will not trap water or pollutants. 5. Use energy efficiently: a. Select materials with low embodied energy. b. Select materials and equipment that save energy during building operations. 6. Use water efficiently: a. Use construction practices that achieve the most efficient use of water. b. Select water -conserving appliances and equipment. c. Landscape for water conservation. :1 7. Select materials that generate the least amount of pollution. Consider pollution and toxins generated during harvesting, mining, manufacturing, transport, installation, use and disposal. PART 2 — PRODUCTS 2.01 ENVIRONMENTALLY PREFERABLE PRODUCTS A. Provide environmentally preferable products to the greatest extent possible without detriment to the level of quality, performance and aesthetics required by the Contract Documents. 1. To the greatest extent possible, provide products and materials that have a lesser or reduced effect on the environment considering raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, and/or disposal of product. B. Provide products listed on the EPA Comprehensive Procurement Guidelines to the greatest extent practicable with detriment to the level of quality, performance, and aesthetics required by the Contract Documents. 2.02 SUBSTITUTE PRODUCTS A. Notify Architect when Contractor is aware of materials, equipment, or products that meet the performance, aesthetic and programmatic intent of Contract Documents, buy which are more environmentally responsible than materials, equipment, or products specified or indicated in the Contract Documents. PART 3 — EXECUTION 3.01 ENVIRONMENTAL GOALS IMPLEMENTATION A. Meetings: Environmental Goals shall be discussed at the following meetings: 1. Pre -construction meeting. 2. Regular job -site meetings. 3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Separate waste in accordance with the Waste Management Plan and place in designated areas for recycling or reuse. END OF SECTION 101 SECTION 01505 CONSTRUCTION WASTE MANAGEMENT PART 1 — GENERAL 1.01 WASTE MANAGEMENT GOALS A. This project shall minimize the creation of construction and demolition waste on the job site. Recycle as many of the waste materials as economically feasible. Minimize waste sent to landfills. B. Diversion Goals: A minimum of 50% of total project waste shall be diverted from landfill. The following categories, at a minimum, shall diverted form landfill: 1. Clean dimensional wood, pallet wood. 2. Plywood, OSB, and particleboard. 3. Concrete. 4. Bricks. 5. Concrete Masonry Units. 6. Cardboard, paper, packaging. 7. Metals. 8. Paint. 9. Glass. 10. Plastics. 11. Carpet and pad. 12. Beverage containers. 1.02 SUBMITTALS A. Waste Management Plan: Prior to any waste removal, the Contractor shall submit to the Owner and Architect a Waste Management Plan. The Plan shall contain the following: 1. Designation of the party who will implement the plan. 2. Analysis of the estimated job -site waste to be generated, including types and quantities. 3. Proposed Alternatives to Landfilling: a list of each material planned to be salvaged or recycled during the course of the Project and the proposed destination of each material. B. Progress Reports: Submit monthly, a Waste Management Progress Report. The report shall contain the following information: 1. Project title, name of company completing report, and dates of period covered by the report. 2. Amount (in tons or cubic yards) of material landfilled from the Project and identify of the landfill. 3. For each material recycled or salvaged from the Project, provide the following: a. Amount (in tons or cubic yards) 7 b. Date(s) removed from the job site. c. Receiving Party. d. Cost: Bin rental, hauling, and facility fees. e. What was done with the material. 4. Include legible copies of on -site logs, manifests, weight tickets, and receipts. Manifest shall be from recycling and/or disposal site operators who can legally accept the materials for the purpose of reuse, recycling, or disposal. 1.03 PROJECT MEETINGS A. Waste management plans and implementation shall be discussed at the following meetings: 1. Pre -construction meeting. 2. Regular job -site meetings. PART 2 — EXECUTION 2.01 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Coordinate waste materials handling and separation for all trades, and document results of the Waste Management Plan. B. Provide separation, handling, transportation, recycling, salvage, and landfilling for all demolition and waste materials. C. Designate a specific area for separation of material for salvage and recycling. Recycling and waste bin areas are to be kept neat and clean and clearly marked in order to avoid contamination or mixing materials. D. Maintain an on -site log, which includes for each load of materials removed from site: type of material, load volume and/or weight, recycling/hauling service, date accepted by recycling service or landfill, and facility fee. E. Do not handle, separate, store, salvage, or recycle hazardous materials with other materials. Follow material -specific instructions for any hazardous materials. END OF SECTION M u u SECTION 02300 EARTHWORK PART 1 —GENERAL 1.01 SUMMARY A. Section Includes: 1. Earthwork. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 MATERIALS A. Sub -Based Fill and Engineered Fill Material: 1. Imported fill material from the closest available source. END OF SECTION 0 SECTION 02700 SITE PAVING PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Site Paving 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 MATERIALS A. Sub -Based Fill and Engineered Fill Material: 1. Imported fill material from the closest available source. END OF SECTION 10 SECTION 02900 LANDSCAPE PLANTING PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Landscape Planting. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 MATERIALS A. Plant Materials: 1. Species native to the region and site conditions. 2. Nonnative species: Noninvasive species requiring no irrigation after they are established. END OF SECTION 11 SECTION 03100 SECTION 03200 SECTION 03300 CONCRETE PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Formwork. 2. Concrete Reinforcement. 3. Cast -In -Place Concrete. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. C. Provide a cut sheet and/or Material Safety Data Sheet (MSDS) for every sealant used within the building with VOC levels highlighted. PART 2 — PRODUCTS 2.01 RELATED MATERIALS A. Form Release Agents: Shall be delivered in manufacturer's sealed and trademarked containers and shall be guaranteed to provide clean, stain -free concrete release and not to interfere with future -applied coatings and finishes. 1. Vegetable -based: 100% biodegradable, zero-VOC, rapeseed- or soy -based. 2. Water -based: Biodegradable; maximum VOC content allowed: 55 grams/liter. B. Sealers: 1. Sodium silicate. 2. Penetration sealer: maximum VOC content allowed: 600 grams/liter. PART 3 — EXECUTION 3.04 WASTE MANAGEMENT 12 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint Sarah Finn, Sue Wood, Robert J Reiter, Robert L Cohen, Sheryll Shaw, Nicole L Mc Collam, Bradley J Jeffress, Lisa T Solove, James M Kade, Individually of Denver, CO, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Senior Vice President and its corporate seal to be hereto affixed on this 24th day of October, 2006. op WESTERN SURETY COMPANY Paul 4rBruflat, Senior Vice President State of South Dakota 1 ss )j County of Minnehaha On this 24th day of October, 2006, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Senior Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires j' D. KRELL November 30, 2012 f L NOTARY PUBLIC+ i L SOUTH DAKOTA SEAL s ♦♦h\44♦\tih�vb♦44r•\44ti4+ XQ,14 7 ��al CERTIFICATE D. Krell, No y Public I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify, that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof 1 have hereunto subscribed my name and affixed the seal of the said corporation this ISt day of March 2007 " WESTERN SURETY COMPANY Y • Form F4280-09-06 on, Assistant Secretary A. Separate waste in accordance with the Waste Management Plan and to the maximum extent economically feasible. B. Fold up metal banding; flatten and place in designated area for recycling. C. Collect wood packing shims and pallets; place in designated area. D. Separate stabilized masonry waste and place in designated area for use as structural fill or in landscaping of the project. END OF SECTION 13 SECTION 04200 CLAY MASONRY UNITS PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Modular Brick Veneer. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 MATERIALS A. Sealers: Penetrating sealer, Maximum VOC level: 600 grams/liter. B. Acceptable Manufacturers: 1. Robinson Brick. 2. Acme Brick. 3. Approved Substitute. PART 3 — EXECUTION 3.04 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan and to the maximum extent economically feasible. B. Fold up metal banding; flatten and place in designated area for recycling. C. Collect wood packing shims and pallets; place in designated area. D. Separate stabilized masonry waste and place in designated area for use as structural fill or in landscaping of the project. END OF SECTION 14 SECTION 04220 CONCRETE MASONRY UNITS PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Concrete Masonry Units. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 MATERIALS A. Sealers: Penetrating sealer, Maximum VOC level: 600 grams/liter. PART 3 — EXECUTION 3.04 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan and to the maximum extent economically feasible. B. Fold up metal banding; flatten and place in designated area for recycling. C. Collect wood packing shims and pallets; place in designated area. D. Separate stabilized masonry waste and place in designated area for use as structural fill or in landscaping of the project. END OF SECTION 15 SECTION 05100 STRUCTURAL METAL FRAMING PART 1 —GENERAL 1.01 SUMMARY A. Section Includes: 1. Structural Metal Framing. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. Recycled Content is required for LEED MR Credit 4.1 and 4.2 documentation. The recycled goal for Structural steel shapes is a minimum of 90% recycled material. PART 2 — EXECUTION 2.01 WASTE MANAGEMENT A. Collect offcuts and scrap. Place in designated areas for recycling. END OF SECTION 16 SECTION 05400 COLD -FORMED METAL FRAMING PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Steel Studs. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. Recycled Content is required for LEED MR Credit 4.1 and 4.2 documentation. The recycled goal for Steel Studs is a minimum of 25% recycled material. PART 2 — EXECUTION 2.01 WASTE MANAGEMENT A. Collect offcuts and scrap. Place in designated areas for recycling. END OF SECTION 17 SECTION 06200 FINISH CARPENTRY PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Finish Carpentry. 2. Casework. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. C. Provide a cut sheet or other documentation for every composite wood and agrifiber product used, verifying that no urea -formaldehyde resins were used. 1.02 INDOOR AIR QUALITY A. Some engineered wood products made with interior glues contain urea - formaldehyde. Do not use wood products containing urea -formaldehyde binders, or seal all surfaces. B. Machining plastic products produces hazardous dust. Protect surrounding areas form dust. Wear appropriate protection. PART 2 — EXECUTION 2.01 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan and place in designated areas for recycling or reuse. END OF SECTION SECTION 07900 ADHESIVES AND SEALANTS PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Adhesives. 2. Sealants. 1.02 SUBMITTALS A. Product Data: Provide a cut sheet and Material Safety Data Sheet (MSDS) for every sealant and adhesive used within the building (not including the exterior surface of the building), with VOC levels highlighted. VOC levels and MSDS are required for LEED IEQ Credit 4.1 documentation. B. All adhesives and sealants used on the interior of the building (defined as inside of the weatherproofing system and applied on -site) shall comply with the South Coast Air Quality Management District (SCAQMD) Rule #1168 and the Green Seal Standard for Commercial Adhesives GS-36. PART 2 — PRODUCTS 2.01 MATERIALS A. Exterior and Interior Horizontal Joints subject to pedestrian traffic: 1. Two-part polyurethane conforming to ASTM C920, Class 25, Type M; self leveling, zero-VOC 2. One -part polyurethane, VOC content: maximum 45 grams/liter. B. Exterior Concealed Joints and Under Thresholds: One -part butyl rubber caulk conforming to FS TT-S-001657, Type I. C. Interior Non -wet Areas: One -component acrylic latex water -based sealant conforming to ASTM C834, VOC content: maximum 42 grams/liter. D. Interior Wet Areas: One -part, mildew -resistant silicone rubber conforming to ASTM C920, Type S, Class 25, Grade NS. E. Sealant Backer Rod: Compressible rod stock polyethylene foam, polyethylene - jacketed polyurethane foam, butyl -rubber foam, neoprene foam, or other flexible, permanent, durable, non -absorptive material as recommended for compatibility with sealant by sealant manufacturer. 19 0 F. Joint Cleaner, Primer, and Bond Breaker: As recommended by sealant manufacturer. G. Fiber Expansion Joint Material: Preformed cellular fiber complying with ASTM D 1751. H. Acoustical Sealant: Non -skinning, non -hardening, permanently flexible sealant specifically designed for sealing gypsum wallboard. I. Electrical Box Sealant: Sheet caulking. J. Foam Sealants: Blown with hydrocarbon or non -ozone depleting HFC. K. SCAQMD VOC Limits. Architectural Applications VOC Limit /L less water Specialty Applications VOC Limit /L less water Indoor Carpet Adhesives 50 PVC Welding 510 Carpet Pad Adhesives 50 CPVC Welding 490 Rubber Floor Adhesives 60 ABS Welding 325 Subfloor Adhesives 50 Plastic Cement Welding 250 Ceramic Tile Adhesives 65 Adhesive Primer for Plastic 550 VCT & Asphalt Adhesives 50 Contact Adhesive 80 Drywall & Panel Adhesives 50 Special Purpose Contact Adhesive Cove Base Adhesives 50 Structural Wood Member AdhesiveMultipurpose Construction 70 Sheet Applied Rubber LiningF140S Adhesives Operations g50 Structural Glazing Adhesives 100 Top & Trim Adhesive 250 20 K. SCAQMD VOC Limits (cont.). Substrate Specific Applications VOC Limit g/L less water Sealants VOC Limit g/L less water Metal to Metal 30 Architectural 250 Plastic Foams 50 Nonmembrane Roof 300 Porous Material (except wood 50 Single -Ply Roof Membrane 450 Wood 30 Other 420 Fiberglass 80 Sealants VOC Limit /L less water Architectural Non Porous 250 Architectural Porous 775 Other 750 Aerosol Adhesives VOC Weight /L minus water General purpose mist spray 65% VOCs by weight General purpose web spray 55% VOCs by weight Special purpose aerosol adhesives (all types) 70% VOCs by weight PART 3 — EXECUTION 3.01 INSTALLATION A. Minimize use of sealants, caulks, and adhesives through proper detailing, including adequate flashing, and proper lapping of building paper and trim. B. Use dry adhesive sealant tape instead of wet sealants where feasible. 3.02 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan. B. Close and seal tightly all partly used sealant containers and store protected in well -ventilated, fire -safe area at moderate temperature. 21 C. Place used sealant tubes and containers in areas designated for hazardous materials. END OF SECTION 22 z-27-67; 4:t5PM;LBN Insurance ;970 229 1398 ; t/ 2 APQRD_ CERTIFICATE OF LIABILITY INSURANCE oP ID DATE(MWDDNYYY) S:ISlrn:s-1 02 27 07 PROWLER THIS CERTIFICATE S ISSUED AS A MATTER OF INFORMATION NLY AND CONFERSRIGHTS UPON THE CERTIFICATE 1 N Insurance Agency-FC HOLDER. THIS CERTIFICOATE DOES NOT MEND. EXTEND OR 1v14 Oakridge Drive, Unit A ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Collins CO 80525 f'-one:970-229-9304 Fax:970-229-1398 INSURERS AFFORDING COVERAGE NAIC0 T? IRso Sinnott BuildersjTnc. SSpBBp Construction IA C FortoCollins CO 80522 INSURER A: EMC Insurance G INSURER D: Pinnacol Assura INSURER C: INSURER D: If POLICIES OF INSURANCE LISTED BELOW HAVE OEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING IY R£OUIREM£NT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR ..aY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VSR MFECIIVE N9R TYPE OF INSURANCE POLICY NUMBER PD TE MM/D FOLICUT DATE EXPIR /VY --~ LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY 3X23769-06 06/30/06 06/30/07 PREMISE3(EiEoa�IEVonce) s300,000 CLAIMSMAOE X❑OCCUR MED SXP(Any am panon) 35,000 Sanket Al _ FORM CG7462 PERSONAL AAOVINJURY 51,000,000 Blanket Waiver GENERALAGCREGATE s2,000,000 FROMCG7555 GEL AGGREGATE LIMIT APPLIES PER: PRODUCTS -COMPIOP_AG_G $2,000, 000 POLICY X j2cT F7 LOC AUTOMOBILE LIABILITY A I ANYAUTO 3X23769-06 06/30/06 06/30/07 COMGINED SINGLE LIMIT (Eaacddanz) $1 000 ,000 X ALL OWNED AUTOS DOOIIY INJURY S SCHEDULED AUTOS (Porpmon) HIRED AUTOS X --. NON-0WNED aVT03 BODILY INJURY (P*r aeddanQ 3 X PROPERTY DAMAGE 3 (Per ACddonp GARAOE LIABILITY AUTO ONLY • EA ACCIDCNT S ANY AUTO OTHER THAN EA ACC 3 S AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE 15 OOO OCO X occuR ❑CLAIMSMAOE 3X23769-06 06/30/06 06/30/07 s 5 000000 AGGREGATE S OEOVCTIBLE- t X RETENTION $10 000 $ -- � WORKERS COMPENSArOM AND X TORY LIMITS X-ER E EM►LOYERS' LIABILITY ANY PROPRfETOR/PARTNERM-XECUTIVC 4045474 07/01/06 07/01/07 E.L. EACH ACCIDENT 1.,500 OFFICFPJMEMBER EXCLUDED? BfAWrET WAIVER OF SUBROCA 3 500 , 000 E.L. DISEASE -EA EMPLOYEE E.L. DISEASE- POLICY LIMIT S 500, 000 _ SySs.Gsviba ISIO SPECIAL PROVISIONS below OTHER A Equipment 3X23769-06 06/30/06 06/30/07 Rented or $50,000 A Builders Risk 3X23769-06 06/30/06 06/30/07 Leased $1000 ded EP^RIPTION OF OPERATIONS I LOCATIONS I VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS 3 . Operations - All Locations, The Certificate Holder is listed as k.ditional Insured in regard to the General Liability. :ERTIFICATE HOLDER CANCELLATION FTCOLLI SHOULD ANY OF THE ABOVE DESCRIBED POLICIES DE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL City of Fort Collins IMPOSE NO OBLIGATION OR LUIBILITY OF ANY KIND UPON THE INSURER, IT3 AGENTS OR P.O. BOX 580 REPRESENTATIVES. Ft. Collins CO 80522 A RIZE REPRE3 T c 1 RD 25 (2001108) O ACORD CORPORATION 1989 SECTION 09250 GYPSUM PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Gypsum Board. J1 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 RELATED MATERIALS A. Joint Compound: 1. Dry mix: Lime compound; all-purpose joint and texturing compound containing inert fillers and natural binders. 2. All-purpose, premixed: Low-VOC, free of antifreeze, vinyl adhesives, preservatives, biocides, and other slow -releasing compounds. PART 3 — EXECUTION 3.01 MATERIALS HANDLING A. Protect gypsum products from moisture and contaminants. Do not store near materials that may offgas harmful volatile organic compounds, such as solvents and kerosene. 3.02 INSTALLATION A. Gypsum Board: Comply with ASTM C840 and GA-216, except where exceeded by other requirements. 1. Lay out panels to minimize waste; reuse cutoffs whenever feasible. 2. Select panel sizes to minimize waste. 23 B. Taping and Finishing: 1. Tool joints as smoothly as possible to minimize sanding and dust. 2. Protect workers, building occupants, and HVAC systems form gypsum dust. 3.03 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan and place in designated areas for recycling or reuse. END OF SECTION 24 SECTION 09300 TILE PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Tile. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 RELATED MATERIALS A. Ceramic -Free Recycled Glass Tile: Minimum 85% post -consumer recycled glass. B. Glass -Bonded Ceramic Tile: Minimum 55% post -consumer recycled glass. C. Porcelain Tile: Minimum 70% post-industrial feldspar. D. Quarry Tile: Minimum 17% post-industrial waste. E. Stone Tile: Post-industrial waste. F. Cement Mortar: 1. Dry -set mortar: Zero-VOC. 2. Latex -Portland cement mortar: Zero-VOC. 3. Thin -set mortar: Zero-VOC. G. Tile Adhesive: Water -based, maximum VOC levels 44 grams/liter. H. Sealants: Low-VOC 1. Single -component polyurethane sealant: Zero-VOC. 2. Two -component polyurethane sealant: Maximum VOC levels 45 grams/liter. 25 PART 3 — EXECUTION 3.01 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan and place in designated areas for recycling or reuse. END OF SECTION W SECTION 09650 RESILIENT FLOORING PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Resilient Flooring. 1.02 SUBMITTALS A. Submit invoices and documentation showing manufacturing locations and origins of materials for products manufactured and sourced within 500 miles of the building site. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. C. Provide a cut sheet and/or Material Safety Data Sheet (MSDS) for every adhesive used within the building, with VOC levels highlighted. VOC levels are required for LEED IEQ Credit 4.1 documentation. PART 2 — PRODUCTS 2.01 RELATED MATERIALS A. Adhesive: Provide type and brands of low-VOC adhesives as recommended by manufacturer of resilient flooring material for conditions of installation. Maximum VOC level 50 grams/liter. PART 3 — EXECUTION 3.01 INSTALLATION A. Lay out sheets to minimize waste. 3.02 FINISHING AND CLEANING A. Upon completion of installation of floor covering and adjacent work, and after materials have set, clean surfaces with a neutral, low-VOC cleaner as recommended by manufacturer for type of floor -covering material installed. B. Seal flooring materials with clear, water -based, low-VOC sealant as recommended by manufacturer. 27 3.03 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan. B. Close and tightly seal all partly used adhesive containers and store protected in well -ventilated, fire -safe area at moderate temperature. END OF SECTION m SECTION 09680 CARPET PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Carpet Cushion. 2. Carpet Tile. 3. Sheet Carpet. 1.02 SUBMITTALS A. Submit cut sheets with VOC levels highlighted, showing that carpet systems meet or exceed the minimum standards contained in the Carpet and Rug Institute (CRI) Green Label Indoor Air Quality Testing Program (CRI: carpet- rug.com, 800-882-8846) VOC levels are required for LEED IEQ Credit 4.3 documentation. B. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. C. Provide a cut sheet and/or Material Safety Data Sheet (MSDS) for every sealant used within the building, with VOC levels highlighted. VOC levels are required for LEED IEQ Credit 4.1 documentation. D. Provide a cut sheet and/or Material Safety Data Sheet (MSDS) for every carpet adhesive used within the building, with VOC levels highlighted. VOC levels are required for LEED IEQ Credit 4.1 documentation. E. Provide a cut sheet or other documentation for every composite wood and agrifiber product used, verifying that no urea -formaldehyde resins were used. Documentation required for LEED IEQ Credit 4.4 documentation. PART 2 — PRODUCTS 2.01 RELATED MATERIALS A. Adhesives: 1. Dry adhesive: Peel and stick. 2. Wet adhesive: VOC content less than 50 grams/liter. B. Seam Sealants: Maximum VOC levels: 50 grams/liter. Do not use seam sealants containing 1, 1, 1 -trichlorlethane or toluene. PW C. Acceptable Manufacturers: 1. Cambridge Commercial Carpets 2. Approved Substitute. PART 3 - EXECUTION 3.01 EXAMINATION AND PREPARATION A. Do not store carpet near products that can offgas harmful substances. B. Perform moisture and acidity test on concrete surfaces to ensure conditions are within parameters recommended by carpeting manufacturer. C. Check substrates to ensure that no dusting will occur through installed carpet. Apply sealer to porous concrete surfaces where required to prevent dusting. D. Vacuum -clean surfaces thoroughly, immediately before installation. 3.02 APPLICATION A. Carpet Anchors: Provide wherever carpeting abuts vertical surfaces. Install tackless carpet stripping by nailing. B. Carpet Cushion: Place cushion face -up, as recommended by cushion manufacturer, over entire floor area to be carpeted with joints butted. Do not use adhesives to attach pad to substrate. C. Carpet: Comply with carpet manufacturer's instructions for installation. Do not use adhesives to attach carpet to pad or substrate. D. Edge Strip: Rubber or metal. Attach to substrate with adhesive (maximum VOC level: 50 grams/liter.). 3.03 INDOOR AIR QUALITY A. Clean old carpet prior to removal. B. Clean area under old carpet thoroughly after removal. C. Pre -ventilate carpet. Unroll and air out carpet in a well -ventilated, uninhabited space for a minimum of several hours, preferably a few days, prior to installation. D. Adhesives and seam sealants: Comply with 2.02, items D and E, above. E. Provide maximum ventilation during installation. F. Isolate area of installation from rest of building. 30 G. Clean new carpet thoroughly after installation. H. Vacate and ventilate space for as long as possible (up to two weeks) after installation. 3.04 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan. B. Close and tightly seal all partly used adhesive containers and store protected in well -ventilated, fire -safe area at moderate temperature. END OF SECTION 31 SECTION 09900 PAINTS AND COATINGS PART 1 — GENERAL 1.01 SUMMARY A. Section Includes: 1. Interior paints. 2. Stains and transparent finishes. 1.02 SUBMITTALS A. Product Data: Submit a complete list of paint materials proposed for use, together with manufacturer's technical information, including paint label analysis, VOC content, and Material Safety Data Sheets (MSDS). VOC levels and MSDS are required for LEED IEQ Credit 4.2 documentation. B. Submit test results certifying that recycled paint does not contain lead. C. Submit invoices and documentation from manufacturer of the amounts of post - consumer and post-industrial recycled content by weight for products with recycled content. PART 2 — PRODUCTS 2.01 MATERIALS A. Architectural paints, coatings, and primers applied to interior walls and ceilings: 1. Flat: VOC content less than 50 grams/liter. 2. Non -Flats: VOC content less than 150 grams/liter. B. Anti -corrosive and anti rust paints applied to interior ferrous metal substrates: VOC content less than 250 grams/liter. C. Epoxy: Waterborne epoxy; maximum VOC content 200 grams/liter. D. Clear wood finishes, floor coatings, stains, sealers, and shellacs applied to interior elements: 1. Clear wood finishes: varnish VOC content less than 350 grams/liter; lacquer VOC content less than 550 grams/liter. 2. Floor coatings: VOC content less than 100 grams/liter. 3. Sealers: waterproofing sealers VOC content less than 250 grams/liter; sanding sealers VOC content less than 275 grams/liter; all other sealers VOC content less than 200 grams/liter. 4. Stains: VOC content less than 250 grams/liter. 32 CONTRACT DOCUMENTS TABLE OF CONTENTS Section Pages CONTRACT DOCUMENTS 00500 Agreement Forms 00500-1 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 - 00800-3 00900 Addenda, Modifications, and Payment 00900-1 00950 Contract Change Order 00950-1 - 00950-2 00960 Application for Payment 00960-1 00970 Construction Specification Instruction Forms 00970-1 - 00970-5 SPECIFICATIONS SOILS REPORT 2-27-67; 4:75PM;LBN Insurance ;970 229 1398 # 2/ 2 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. E. Paint Strippers — Low -Emitting: Shall not contain methylene chloride. Avoid products containing methanol and trichloroethane. F. Acceptable Manufacturers: 1. Sherwin-Williams 2. Kwal Paints 3. Approved Substitute. PART 3 — EXECUTION 3.01 EXAMINATION AND PREPARATION A. Test existing finishes for lead before sanding, scraping, or removing. If lead is present, conform to procedures applicable when hazardous or contaminated materials are discovered. 3.02 APPLICATION A. Paint Strippers: Compounds that do not contain methylene chloride tend to be slower acting than conventional paint strippers and may take from one hour.to overnight to work. Comply with manufacturer's recommendations for application. 3.03 INDOOR AIR QUALITY A. Wear protective clothing and respirators when applying oil -based paints or using spray equipment with any paints. B. Maximize ventilation during application and drying. C. Isolate area of application from rest of building. D. Vacate space for as long as possible after application. Wait a minimum of 48 hours before occupying freshly painted rooms. 3.04 WASTE MANAGEMENT A. Separate waste in accordance with the Waste Management Plan. Set aside extra paint for future color matches, or reuse by Owner, or Habitat for Humanity, etc. Where local options exist for leftover paint recycling, collect all waste paint by type and provide for delivery to recycling or collection facility. B. Close and tightly seal all partly used paint and finish containers and store protected in well -ventilated, fire -safe area at moderate temperature. END OF SECTION 33 34 PERMIT SET DRAFTING SYMBOLS FLOOR PL�R� � DRAWING INDICATOR w�eUILDINGSECTION �a� WALL BECTION }�WSI�h Pev.n _J• ELEVATION TAG DOOR TAG COLUMN GRIDS WINDOW TAG � 7 ROON NAYS O IE SYSTEM NOTES ROOM TAG O PARTITION TWE I SHEETNOTES POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION NOVEMBER 3, 2006 ralIX3E iRE MTILRIIY GYf®t V. NT • Nth M.CXRECA M.11SICT rcwn.Cp mfn I mluuAx [u SNHBIT SIALVBIS COHTR/LTC .arcvwae �• re.,ro. cP iapi [@KS Al h4SCC1A1F9 STRIIGN[AL r mrwprwx ��aa ✓e»a NIEbRAIEp l4LNANICAL. LIL MILHNiICµ __ waa aR4MBN6 i�w» 1Oae.� Yu+xwi NS. NG. ElK1RGAL �A;•.uav YPYnA Ol GML BIGNB3t9 C L y vn+u M RPLtY AYJCVIAIES. NG LIMOSCME YVRvw i ro way raw P.. cn TTwnrd. Nc. seorBuxr.Al malm�i w 10R1 iof W/ Mei eyL[SyEMB $ivYY61. ynp [oa6. 1MMav erxaurnpM BIfIDWIBFA [aerPus sa ROF. IVYa[.P rainy 1'.Sa S[.nRVaaW [NPiKNI Yo w yasP mov[eo nvaYLr �mariiwv[ rmr n¢foarrwncsa�a[. Tu wa�av[.a .. xrn[a!YmaawRA ARCHITECTURAL ai [neWiabNArns � r[�iy%wpt ~x STRUCTURAL MECHANICAL umM - rm.memnni nca auenec nwv ELECTRICAL +.uw nccw uwitn rux auu ruR Ner r�..cvaavx uxwrortaM na RfuS PLUMBING vteaa [V.ega [wi e wP46xNCPux4 o.ru-wa[e CIVIL OeR/e wnb Wertr...raY. w[rwse [e.m• LANDSCAPE POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FORT CCLLNI9.. VAUGHT • FRYE ARCHITECTS Tw[. E Yp[uu.evvy uc S[waww W M.[ewrc ugw+ osnd arncs nmos PERMIT / BID SET COVER SHEET AC EAST BOUND MT. /1AVENUE NW CORNER /-,"\PERSPECTIVE - POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION WRT Cg .W VAUGHT • FRYE Rk CNIiEC iS ..1[xir[[ruaF ix[G�on OFii¢¢ pMw[rgnrnge.ra.. MXWv.mu�.la. [R nasmi.�a Omrt¢ :. PERMIT / BID SET 3-D VIEWS A0.1 /,\SITE PLAN lui� suam :f.GFbF N]lE:1H18 HYltlTECT-ERE VL.W I5 F00. C£IERAL ORBITRTICN %AFMES., SEE Crvl Mq WCBCME BYOT,H6RSFCRAm NK IFCNYATpH. POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION WRTCC WW9,C0 VAUGHT • FRYE T ARCHITECTS Hwm oewr PERMIT / BID SET xww�IF ARCHITECTURAL SITE PLAN AS.1 O O O O O O Q O POUDRE FIRE - - - I AUTHORITY - ADMINISTRATION ',-'c' BUILDING ADDITION ".. EXISTING PARKING STRUCTURE 8 NAUGHT FRYE p © ® e O . •. GNL © �Ibdd xs rx AFF w U d F,�. ;• O AA CNI IEL TS wrtn id-^ '. x t r •vwb•^s. ...� n.aW.ei d c'+ce use o o O O O 00' O O 00 0 0 \1ST FLOOR DEMO LFGF�_ �ro O O O O O O O Q dw. EXISTING PARKING STRUCTURE .m. -- 8 _In- ..... .__- 7' _ o ® ••� ^ ® i D o b PERMIT / BID SET V � s F.:.—ore. ro eesrd u `y• IT I ° DN s . IT ® � i F�uuN- EXISTING CONDRIONSI DEMO PLANS O O O O 00 O 0 00 .w..o..,.x..e. /12ND FLOOR DEMO _. U� ..�..°ago AD1.1 SYSTEM NOTES- Rr Fc Fz _ �`a,�wP`x�.°1n� FLCg85 m.l T)o. rcro. ur�nmuC w nrvosw sracrvre rwe ry ,nZe�eoxep o. s,wwcm¢ro © .n+xr6. mO, roes hov ncgabuma HeRpR VYITRIC4l9 sv „ro1n. Mi ws r_ n¢icnrtD ® v i/n®cPYe/eID [�.uo ® _ ..rR l9 rttn a. yw,nie Sue. rw.xM • ws O oc. rV sry sa mnrt ansnu ene4n 'a„y`�� ,user. uIR. M.xCOW.Lm. 6m.r rD�ev.�Yl _ ..e. mor canon ❑ I�T ® /li iT I� PLAN DE`r TAIL 04LAN DETAIL /1PL4N DETAIL K � Q d\ y��r_` p Q Ink �r POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION VAUGHT • FRYE ARCHITECTS n.ax.+.irw~rxapn `..�.Yeb�.s� 04LAN DETAIL u5�--,ur.r< M1 $ ..... ..0 n h O .,... PERMIT / BID SET :r new, 1fA}..1.1 s«tix°j s/.r w I FIRST FLOOR PLAN A1.1 SYSTEM NOTES: 8�E3 ` pO."",,.�; ®„�,;,��"rr;...a� POUDRE FIRE �a—r�a,m r a RwA,.sahe AUTHORITY ..n.�.�..oa...�..m ADMINISTRATION ®a,.©..�».mm '" r .LL... ..a �..o. BUILDING ,»<..a..�. .....«w.a.�.o. ADDITION ,sfne�r.e. we rreum�rzn ns ro uc,ma. ®-ir.G+aoxfa rv„Y a,e ar.Ywiaw.0 ro'�oe.ru E9.vra t. FORT LIX1H4. CA /1PLAN DETAIL i \2ND FLOOR OFFICE Q � M A. PL ^AN DE�� VAUGHT • FRYE nFcxIi.c rs arnwrtvct ,.�.r. tn�m- amx i1PLAN DETAIL cnro..e, ,. � � Y.. �. o- nPLAN DETAI_.,• "�. 6 o ; a PERMIT/ BID SET SECOND FLOOR PLAN A1.2 SYSTEM NOTES: BSgS P.R. _ ED FI(xw¢ � �w,w.�...d�,,,.°iu "'�"""' M•wru.+o..M°aro xnEROR auemnne ®(YID.. 11! ^PLAN DETAIL �,\3RD FLOOR OFFICE (1PLAN DE`%�� .w , . ... PLAN DETAIL I CT— \PLAN DETAIL POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION Fd11 COLLINB. W VAUGHT • FRYE T .RC XI TE C TS n.mr.Y•~ m.� uc rnamn M nLR e.uvf ucvnn.ni.r.u� yr Mnr.maah. PERMIT / BID SET •--.w .so I THIRD FLOOR PLAN A1.3 SYSTEM NOTES: amFs cx.ca�.cwwn F] o K. ; � R...,� p� FIOCPc o ._M rss curs E) ® _.,Tl-- ROOF DRAIN AND'�� OVERFLOW DRAIN /1HVAC C� DR9 ^PIPE PEA RATION DETAIL "" n a SCREENS *o nnw wusunoe zoar ROOF'PIAN 0 O O EXISTING PARKING STRUCTURE POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION W. c.., CO VAUGHT • FRYE T ♦NLMItEc rs w PERMIT/BID SET I •r.=w was-sii � w r. M�..o ROOF PLAN A1.4 SECTION 00630 CERTIFICATE OF INSURANCE CONTRACTOR shall insert his own standard form for Certificate of Insurance. '7/96 Section 00630 Page 1 SYSTEM NOTES: Rmca FnraioAvy: Q+� �.rn wi..oc.w ��.m,we Q .u+ .e,rR .Da•.v rto...mm wyc.wsm a.� FL0 ®a„��r a»n. O -..�r. rx reo.,wwnro. �eracr rae nvwr®s. m�e.veciv MLINM Q r...w rvaa.Mww rurn.R.. vyvm�sn.w i �W iwa �,m �rowro Mnw �iY e.c aewne��m rR SRso,wrlwu © iro Me�wana wa m� ..cu o,� ,ol� araa�ro wrE .+e raemlor�, 6 m-c M A \TYP. MTL. PANEL JTS. 1�-- �6 STAR --a � — NEIY /DDRK.N E%9rNG dI4DH6 CWEST ELEVATION ^T°" Z"1'- ZE POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION WFTCCLLNS.w VAUGHT • FRYE I.0.GN15 FCIS M a,,.ua�M1 �)mucw.l�c. w B„�mn,Ma w x�y �vay I�ae�anW �M1>twm.h.K PERMIT I BID SET I nwmhS ,c EXTERIOR BUILDING ELEVATIONS A2.1 FULL BUILDING ozaa. NS 0 —.1 wig SECTION @ STAIR SECTION @ ADDITION, @E-L SECTION @ ADDITION 1 2 E-W POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FoaT VAUGHT - FRYE -*77 -IT FULL BUILDING SECTIONS A3.1 SYSTEM NOTES: F%i N © vOeLt Rc wru %�%SA�'\Y FI6wpw +aR I,A Rt9� F. ® ��o mea mucv[ww ,s'�N„cw�iucn er rc.. �e ��m w,ero�r rtewc rreure © ,w rm a�rnww vee ve rte..m T r• ELQf1 �. IT a.p d NT©K PMTTONe �rrnna., re men�vva. �rtcm eo o �TYP. WALL SECTION 1 z. 0 0 POUDRE FIRE v ; AUTHORITY ADMINISTRATION BUILDING w.ew_ ,_17e •� i i ADDITION I I FORT CC .W VAUGHT • FRYE I �RCMItEC iS euoveay� ur of 5 a>wucvx I ` T �/� _s.eaw,n �G--iN ar'c� Y.nru SMrMew nq„ynwWe.,c rtlron.+� RN I I em,rRn�vPnr Feb ,o,ae w--------------- �. ek PERMIT / BID SET ` I . i I -` TYPICAL WALL SECTIONS TYP WALL SECTION Q �LMU A3.2 v SYSTEM NOTES: RmEc aa.�r«er�wo..ro .� rcwos,s.a �a ero romuw wrnaeeO ��LG� E®RWAWK•t5 O M mrmnlxsT.Aen woerm..L w�KT.a+cl ra,. [rGfn�wo oa uav w.r.wz. wo ® a. anxv eowo� emwew.uv.� © men,w nrvitweooRwn�c ��o reran n�nraK.rur»rt�Tr rn a� v e. ss r,. .rexee�eee uec.rore terrt., em..�crwu•ur,r o w e. _ reove�w r�ArwGu t•s essn+nW+T+a Ma_a To ,NiERpR I.TRIONS Ow .e^x�vn�,-.5cc rvve sear r2rC[� O amr�e�a. vx rveie SECTION @ EXISTING'?'' /1STAIR TOWER 2 DE a FqE MSER rev 1 0 SECTION @ EXISTING ^STAIR TOWER 3 v s�r.Ws an srt.Ramc.. SECTION @ EXISTING±. ^OFFICE v V'. POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FORT CIXLWB. LO VAUGHT a FRYE *T47 ARCHIIECTS n. cuHrm_.pw nuwry .eM+ww+a.uc. nww gob uNr tlLVM rsepp.w cntr.ne,.rc rc >r PERMIT I BID SET nwarw ]00131.1 a�T w.0 WALL SECTIONS A3.3 SYSTEM NOTES: Rffi S a [,TFRaR wa I R V✓Rnlsiuo rnwms5 lse ar �i�cln a rvD ® +ar ¢ eawD v,oeos�K,ue w9 ® ��sa+a ����i�e rtitr94 iiele is b.Fa lb ws rm u •ewx .uaoeU.le'4G FI (NtR¢ isbc nnrxrC4. wlv uTe�L - NMl�na owBrvax 6Mrs�iiK ❑ vx9eav m.•i,M. awa ummwaONwns �e� wnsw 1w¢lR, u naevee rCe[v.m.' neusavn -4R4 +'n,+aa, nanw¢a�srci2v.t Wrt rx slm bc. f. JLHN� N�e[N ns,r �rC+�e au�rterea[Du © NTLRMW -r2iw [wrw wsanasp�5nrtn ppRTITM1Nc NEW ENTRY CANOPY /�1CT>! EXISTWG I ^ROOFFENCE.. POUDRE FIRE AUTHORITY ADMINISTRATION e BUILDING ADDITION wRrcaucs.m o o__. _.- ... NAUGHT FRYE ,.,....�[.,..,e[e.�,.® I .,ICE"= I % APCNITECiS Ix[[al. x 11E'[/ �'e!aVOG.iry I. � ,Osu,ufM, Vw.s.c a.ues..nc Nu..Eyv t YwoUY e All W Ge®[M s NEW ENTRY CANOPY %LONG SECTION 9 rn�mK 1, v l 4CyL . SUNSHADE SECTION rDETAIL 4R N.m ream ro e.� aneci.. ...G. coe Rwrcveo.ea N... �.eo•.Dla FENCE ANCHOR ELEV. SUNSHADEPLAN 0 DETAIL L 3 � PERMIT I BID SET DETAILS A3.4 SYSTEM NOTES: .F. F tCR W, re sm�[��� w ��s ,c,✓ .u[[uv Fi OOR=Fe. -• _ 00a.M s,/e eai. inafnRPoE.uMT,u R.,,e� rwtWme,m. ❑ as umum �c'r..a c�esmw"uut:w cen,"cs INT©R PMTITIQN8 wsrd5w snow O ®�„x„evvK� w[re yr,.. M®axinsi _ �\� sar rte.wR.4rtbl. EXPANSION JT. DETAIL w,Nxe MTL. PANEL Q P.C. %Ya ISM T. ROOF 6 SILL �LBASE DEy TAIL (a1 W4 @ ASE D� ETAIL (a1 W1 Y TYP. PARAPET DETAIL TYP. MTL. PANEL T CONNECTION.... e �Z �TOxx. TYP. PARAPET DETAIL 6.M au JOIST BEARING @ ��MN WALL 3 BASEDETAIL W2 4 rLBASED� ETAILRW3 POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION VAUGHT • FRYE T PP CXI,ECLS �nm..a.k a....0 .. PERMIT/BID SET __..Y. ,.I n. s..w I DETAILS A3.5 it �I I �� III II III L'1111111u III I II nj i �� �IIlill l l i' III i'�III III .aI L lu I; L, III�IIII10, I. - �;�I SYSTEM NOTES: RWFl MFRIQRMIo EE: z o Ej ...o„v.,,wc�,... o z:ac�..o �,•�. x•,, mne �.,..cww+na,rsc,o �R� vu,Trtrvan Efl Eq CEILING TO CEILING /1C.J. POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FOPT LIXINB.W VAUGHT*• FRYE 1 APCHIT ECi6 9.aul,rs.. u Aw,s'g,w, n�IW,.w,ww E.+m,aMe rn,Ianm k PERMrr / BID SET REFLECTED CEILING PLAN & DETAILS A4.2 ro�E*xcEssoaEs MRR1( REM MPHI.F pLiVRER MCCELtl ..r.r< - wee. El _ S `f l i• ACCESSORIES ^MOONTING HEIGHTS Y nenR 1ST FLOOR NEW /1RESTROOMS �,\RESTROOMS I nROOMS RENOVATEDiST (FLOOR RESTOOMS LAV COUNTER /15ECTIOV POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FORT CO LM, C VAUGHT • FRYE T R R C XI T E C TS Aft �A�TA� ..s.....e..., ^MOP SINK ELEVATION PERMIT / BID SET 2 i or� TOILETS TYP. TOILET ar..msq..nad MOU ^NTING H� EIGHTS a 1� A5.1 GZ IR SECTION eTr� S HALF WALL CAP DETAIL �..J RAMP HANDRAIL V /1DETAIL Q 0 STAIR PLAN 3RD nFLOOR i O STAIR PLAN 2ND LOOR POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION 0 _.0 WRTC0.LM6.00 VAUGHT • FRYE T.. A R C HI TE C T5 Mv�nAuu�a�llG. •rMyFM.� w aayw.gaNea of MvwAwalc �aw.sYMAe rtivymw STAIR PLANS AND DETAILS A6.1 SECTION 00635 CERTIFICATE OF SUBSTANTIAL COMPLETION TO: CITY OF FORT COLLINS (OWNER) DATE OF SUBSTANTIAL COMPLETION: PROJECT TITLE: P872 PFA General Contractor for Fire Station Expansion-PFA Administration Addition PROJECT OR SPECIFIED PART SHALL LOCATION: Fort Collins, Colorado INCLUDE: OWNER: City of Fort Collins CONTRACTOR: Sinnett Builders, Inc. 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 project as substantially complete and will assume full possession of the project or specified area of the project at 12:01 a.m., on The responsibility for heat, utilities, security, and insurance under the Contract Documents shall be as set forth under "Remarks" below. CITY OF FORT COLLINS, COLORADO By: OWNER REMARKS: 7/96 AUTHORIZED REPRESENTATIVE DATE Section 00635 Page 1 aA� TYPICAL CASEWORK SECTION CONF. ROOM MEDIA ^CENTER ELEVATION ^CONF. ROOM COFFEE I L IBAR ELEVATION e ,/ BREAK ROOM #301 \ELEVATION - --------------- f. �rcea /af+Kei BREAK ROOM #120 ELEVATION TYPICAL OFFICE r ENTRY DETAIL %, POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION "TcouwR, co VAUGHT • FRYE A R C H I7 EC TS A. PERMIT / BID SET INTERIOR ELEVATIONS & DETAILS A6.2 ��m" ""s"n4M1 JemX FlefM1ing Mnntl FN.M1Mg � z 7 2 3 4 � 6 WINDOW FL4�HING o itf— STAIR TOWER DOOR STAIR TOW ER DOOR MODIFICATION AT®ON r1REPLAC� EMENT ®�mmommm���L� ®�v®� mmm�omo®o�®��®� o�omo®o®��®� v®ooa©�®®�:. . m�o0o®0®�®®� DOOR TYPES _ pew m rt l�rnw WELDED H.M. FRAME TYPES e N H.1 XM.3 NM.3 O O ALUMINUM WINDOW TYPES I n ♦ FF • ua M1 POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION w wawa,. VAUGHT - FRYE .. A7 Kw..mm... e.�m...mm., ... H mn Iolu aci n9'en' 'd'.b5-011 amity x�n�fgi. 6v DOOR SCHEDULE AND WINDOWS A7.1 ALUMINUM WINDOW ^JAMB IN BRICK mills was =EmsmA,­ ALUMINUM WINDOW I � SILL IN META PANE U r.. ARCH WINDOW T SILL DETAIL #2 ,� ARCH WINDOW JAMB ARCHWINDOWSILL ��DETAI� L u POUDRE FIRE AUTHORITY ,° >w ADMINISTRATION BUILDING `—° ADDITION �J FORT CA .CO VAUGHT • FRYE ARCHITECTS cRTmsa M. PERMIT / BID SET I DOOR AND WINDOW DETAILS A7.2 PARTITION TYPES a.rre . ru smuc/.we m„e ann nee ran.: P_1 (p-iH=Fl1U HTI P=2IP-2H=FULL HT, 1 p_3 3-S/8' MTL SNO b' MTL SNp5 ] 1/3' MTL SND Y4LL RRtRm 199"MitFhftfi^ �.t;li'_DV;u � pn�; POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION war rnuvu. m VAUGHT • FRYE XLXI M7 npru.vr�uc wu�.s.9a�xe velVrynar�en rn mrmm. rcn w.m, pesr PERMIT I BID SET Peale ]WSSI.1 �^M r.Y.Y ROOM FINISH SCHEDULE & PARTITION TYPES A9.1 n c, o- r-gIr _- I I E-$ 711' 1 i m �n q R J] P_Jr--C P-Jr- �$ P-'I RIJ I cb y L_ J L_ J Pu JI-s k j I rr * P 1r 2 ry r__ ____ COLUMN SCHEDULE V X MLWN SIZE Rl5[ plAl[ 1-1 x55 Y F . X ]/16 ]/r' X 10 X 10- N/ (r)_S/ry X 12 4CMW RC05 L-$ NRX}5 X Ir X 1'-4' N/ (4)-3/41 X IC; LcmR RC65 1'ti N/ (s)-3/V. X Is' 1NLIpR ppp5 Ross } r 1 �h�v PIL-1 r r RL-2 FOUNDATION PLAN 1/8 - t'_D ® v rm PAD SCHEDULE P/i0 SQF RpNipRCNC P-1 r'b' Y A'b' [ 12' (5) - ES FILN MRY P-2 S'b' Y S'-C' M 11 IRI - N PXCX YY P-J p'_0' [ R'b' X Is IT) - ES EACH SYY P-r r'b' Y 2'-C Y 1] EJ O IC' O.C. G NAY P-5 Y-s [ 8'-0' 2 1$' is O IC' O.C. fA MY V ll FOOTING SCHEDULE 11RI 56E I REIIiIFlCNi F-1 Fl PIDS CEMEPED 01Z LRY IINES UNI£i5 Ip1Fp PILASTER SCHEDULE rx mm r PX-r .I' P6-5 r PR-6 i"L-s POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION FORT COWNS, COLO.O VAUGHT r FRYE Aff ARCHITECTS WEEKS 8 ASSOCIATES s1Ru.Tu �Qr++¢xs ...r ovw. rmro NaN u+m=a-w RN nnu».2..X I 4. PERMIT/BID SET I FOUNDATION PLAN S1.1 POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION FORTCIXLWS. COLORADO VAUGHT • FRYE Aff as ro ARCHITECTS WEEKS _ If,ASSOCIATES ., a - � _ T ;t-Y IT & YA �;rWA �eR P•Waam M1aHn m T - n, 3 win• ba �.�/.1r1 iH IlW- ♦. A. - - SECOND FLOOR FRAMING PLAN LOOSE LINTEL SCHEDULE C%W S-WBX20 pl•r.a N'•V.'m BRACES -MSS r.Wj' PERMIT/BID SET i11AF CE[N {" CONCKJE SW W/ WAv SXS Wz. B x n9 ON LOCa AY+rrc eYr P'ri M. ABM W SECOND FLOOR FRAMING PLAN S2.1 POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION FORT COUNS. cOLO VAUGHT • FRYE -*•A7 ARCHITECTS .. WEEKS 8 ASSOCIATES i - slm¢IURu�� Fus r .�uW m•m.-.... pq +M R ro - - - w+.y.l��r- ��l. li�v-Il �•N Rn'-rl 4. I.n-1 'err - �-Y sNf r-rt pax 3. 4. LOgSE LINTEL SCHEDULE PERMIT/BID SET THIRD FLOOR FRAMING PLAN 9RME5 - HA a OECX 4' E SOR R .. Vr.Anr W/ fiX6 W2,q .9 x W/ WWfW2.9 W2W2.9 OR I.0024 a.K. Aryr y a4n w: am �M THIRD FLOOR FRAMING PLAN S2.2 POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION FORT COLL S. LDLOMpO VAUGHT • FRYE ARCHITECTS rHmu WEEKS ri & ASSOCIATES smucRUR.L v4.lm¢ m s4A.. •vn H. b_ -A. t El El tYs nC.E I.lpa},tII No in Ik .ro1M - x LOOSE LINTEL SCHEDULE ROOF FRAMING PLAN cxn-MMl WMMT BMW ARDN PERMIT/BID SET COW" -wun •a,A, a,?, NY BRACES - 165 R,ta+j' ROOF OECI(- I.5823 ROOF FRAMING PLAN ..,..®.y....e. S3.1 1. WM9 Glr: AOS M1Ywm4wl BY1Yg PW +in = G+9^ Ln IaoL .Ibw I. � . Izs M 1461 Smnal fi. &el 5rcn lxb n Lw6 � 29 pY. 3.M-M um bC.R.L ¢I. 9. Mmwlyllwnr �Yw. b.l L. LN En{n pm I. e¢4 mm ywe . Iro ripn 1}remY p.l). 3. MM 6nplem lxlw . A . I. Bi9vq nMwy x rnY.poa �.L ¢eMm1 . le¢b9ee1 d.le D Ew9Nwb 0nn mm . Lirme egwma+ Izbr. F . 1. S:ere m 9rW 4 2 Kgp6 ¢¢w n+wm. rcrlrmlw; S. ]q; 51 ..IWq ). 91wa-L } S'¢nil w'w'a rslxrM+: SM 3e¢ 501 .I1N, ]N pyn m We1 e. s.:ma mp.m r¢xe.d., c.. �... ASLE-z a Imm. 9. [nglw mMikYun Ivvlw. 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COLOMOO VAUGHT • FRYE wwm rvww'� AV �mLY Sim AR C RIT EC TS 9Ir mw. wl sfw— pV-P- WEEKS 3 `e Z �m•.r4 rm smu y a & ASSOCIATES v9' - rr YY • I'a sxNcluwtl 6�urm6 sn m¢fnu.m'. w¢'Yw norm PIW99-m u(916)9.9-w wtmaR�V p4 w4o iP bF r.n ftl 6r0r0nn - �TT II IYmaSm.. �w,•Y I� r s 1W PERMIT/BID SET SIy�, YP ro4. iT4Lri' miFS� tlY e �iii- a Yt.ra ra. urn x..rri . ° DETAILS & NOTES Ae+4srins: S4.1 POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION N yl imp Fg1T CO111N9. �1. CMORLDO VAUGHT • FRYE I Avggym.. RRCHITECiS m...,..WEEKS•::.: & eA ue ASSOCIATES !l.VCIURlL Lxnrme mn muc .m.m —'— am.w. wa 'n Q ��yup�sym�m ��p� `� IITdi �11'Q ]IY N D vrvmom gym. �!""Iwa� 54 e 6 54. 6 54. vr_„a ... a r -lbM� Bll��m .. ��in0•a[.uY' mm.�f lG I Sa V 54. e Ur PERMIT/BID SET AYew: an! wn •M K w DETAILS l4m�N..+w h..ia Mns: S4.2 SECTION 00640 CERTIFICATE OF FINAL ACCEPTANCE TO: Sinnett Builders, Inc. Gentlemen: You are hereby notified that on the day of Fort Collins, Colorado, has accepted for the City of Fort Collins project, the 20_, the City of Work completed by 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: City of Fort Collins By: Title: ATTEST: Title: 7/96 Section 00640 Page 1 s¢ M" ••"� I 54.3 Nr iq m� 4 54. vr. ra Sa. Wfeu 8 54. vr. rs 2 S4. yr-�o LFVe POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION FMT n.� co�owoo VAUGHT • FRYE SIT-& A•' PHC H IT E 0T9 4•mwea oin �� fUNY.•Y�xii �/ •¢. 3 WEEKS 54. 8 ASSOCIATES yr-.w mic.uu� ocxmrs a wow �a.axme ®morvco WAR ,? .. ,/r mn. [cM- mU yY�� enuFn r.pEE m 6 54. .uMt.m srm rT EawiHc a xaoE TCV uwrs :.. PERMITIBID SET I M1H.M 6v DETAILS .r.�muw.w.w S4.3 HVAC LEGEND { —1 OCR (HEI SxlYmldBxXC Vx911A0ro) �® WCW DVR (Her RYADEortmnxc MHADn) IST WR DRE cxARE SLOT DCR CHANCE TO WCxo �II1 eaT W v UP IsvP" ANC,.. vP lWx-Ev.P" PST Q1HNS mYN IEVPILl SECT Bl.m. Wn (Wx-...rm WVYD CLWr YP S mCW LwOY W.N SEE ' I/'nN.ENW vwvv mvx0 emw WZ T.-.FT./ oANwIS PWv SECT YAw mCW TAn-DER r/ S... PWv ISM YAw RI iY3-On f/ SAN. PWY RWT YAM r� RELT TAAR-On I/ DAYPn TOY ST. YANM lY`• D.. SCH PISS DLT m RATCPH .. ( w—) W R/EwACSH ." (Du m) AWPNYI PATTERN Q„. THEbORAT IIRX mn iAc © HAS S.. TW ® TRW... DY@m TW DCR. reWlw DAYPu DCR Elix YO{OR¢m Down H.AC TD ES RESSM ® CARWN ... Ew9DR IEPAR/DUCT NOTE. INSTALL ON ALL RETURN GRILLES SOUND BOOT DETAIL re n ��moaoeo�� ��m00000�■�■ ���av0000�� �wovooeo��� �v0000eca��� ��■v00000Ea��� �■vovaovo�� ��misooeo��� ��m—ooesa��■ ��v�avaemo�� I�®m00000��� ���m000eca��� �mvo�aeo�� ��0000eo��� ®vovoomo��� ��000©oeo�� lD�OAOmO�� ��voeteem�a�� ��mvosao�a��■ �vov�semo��� GENERAL HVAC NOTES: POUDRE FIRE L ulv� .Y.R R, rx..aucx w�cr ..wcw DMrISHHjS A n n EAR n n Yn[ � ra AUTHORITY z " RCTAMII..0 ,.." SI n wED IRTH IS'. 1.4 18 DppRY DLCI Lxn - .. 60. ADMINISTRATION a AIL RVR WmLr D.R,H n... TE IVAPPm mx I.e' or BUILDING rwalaae mwTnY mx Au .nvRE NWFER - W. R ao. • ANL vaTARvuR Eeron oLCRWR ExAu as uNR mx I.r. ADDITION u w oNvwwr DIRT NMn - Yw a ao. 0. AW RYTYCIN.Y OVnR6 W. OVRNn HALL R wl® xRN Ls'. vs u oex]TrY oLCT NpR - m a sn S AW RNry DV9pR Aw w R" SN ATYPA.Pn YIM L]' rORi COLLM9.00 Or rIBdW9 IRN1lxIM IRII LW OIXYIC{ AACPET - Yw R 60. cwAR IY.me +. DRmYOW or wNerROER SURE woTS NAUGHT FRYE DO®ORI'S - .IDiY DLR wln O A 6 IDDn wCYBA9R TIR W ar YRLL aY Y a xxtn aeYNa vAv w TO n vvn n A Twevn An rTRNTCR CHE STEE WYRY lI1X AW APPISLENl WDR .W. WRYI18 T101 rxt TSAR rwxuv .RL nn A .RAIw ..RYso won or WT Ru nn n uo A mmn olvwPW won or RT Yon Txn W. n AY, pLC.mn axANL n WRTMIn Or .1"'RESS .R6r ARCHITECTS YnLL - WMYry.NL1R1x ARE, ER TAwmY 91W1 WM10W ro TER C.nm pT CCISR O. 9YACYA RR AS A= n Lu A ,EKS CODC W L91wI.NR9 AIL aW%X nD MIwY wRTNu ro 9WCNA r r.IDVIR CIAE IL WRRMT YL WIAVA DVR.DR A aY1CMA 1' P®Cn CU.E le "CIRESw DLL'T'Sm slW YR R'® W-0' w ISYCn .a YLmAw s mMOA Dr-0 w WrOA plOx 9®x AIR wTAxp A pNAWT 1wRwIATPR AR .wY@, rpT, l YAMIAw R mWUY l.'-0 anARATm MY ®IAv.f 1®wIR.OR A OPpV.EId xw00n AMD WDR i ENERGY CODE NOTES: u..mau. .+�+nE�.• ARa6] TYr .. RR Wn A .. Sr R Nm TxAY a5-19. ITCH A DEwnR APARS,,, 01 <�s9 WRART, .xEORVTAm YIR AVmRrCAILr zRlln m up-RCDP® RR ArTn ]CxEovIID/vWCRA11Rn E.ni] ..Az ART NDn3 ARPE WR A. SH SbA.Y Anz]] DAX=n HAW ee 1. rR CLV. Y eeATANR mARA® eRENaI Ar TER WYPIdTpY Or Tw rWN6lT ra DrNR eXALL .e evPPAERD rnl AY D.ErATRe AW YADTdAA2 RwC. WazlDw Tn Aw.Y.RY BXAIL R YAWIC® PER vAw® NxOCATn ov M1AIv - .. A Wrt Or rn WYP�}T® ........ mom w TER A Y YAYYAE D�Dy WNPx.1R � AM3XTY]NN IEVE'n OL [oMCAAATIMHEI AAYOR A.EIUOIf PERMIT / BID SET NOTES & LEGENDS HVAC Tu..®Y.R.wu.. M0.1 Tna awmmsmu< ae Jwaml„rem: wtmd We cwa dm rdaau b LEED POUDRE FIRE c,ninmb. am, wa.n TK pq.dma a,Xarpp in ur5nm5ml aps�p LEED.Mcve�:w� zz. TMmXw�p rm LEEownm»ma rla.drP,dam.mw ®WXUI�m�dlM AUTHORITY ,m„. Xmm mamm„m„aPa„,%a wmd. Hamm Emnom .l Quaint ciam>.T: cwn,mwupp Ino rsmay.R,.m ADMINISTRATION Plan - Ildrhrg cmrxluctlm BUILDING R°°entl1Nerl ADDITION ,. a+:q.anlraiacea.w.Buld'.dmmm mn„ena sMuaa4 MpGMXnJ Im Dcwgee &adma ulrwcmmlxlbn. tws. draw. ] mmww.+d„r wm W: wddr�le iod�ae. mq»�d RrvW mla lawlp: FORT COII.mS. CO w glom Pelalrormo mwamc. . am ran+•la mem�wlwl+anwwXc. e. aaarvge.eaP„mawempa w"a,p.„.IiVPe.pdPiwlldu„p w+wecum,. e. NAUGHT FRYE nMvgc.wXwnenlnmuMapenwa a„vq wmXurmna�mmJ www¢.»lo a m„ea „d n<w Rmn rmmJ„w:bry„ wimm +mLP».r w e.w.iae ea,w. �.A7 Prww m+dmwwn rw m„maeww„�.p voea. i laem„..ar.mXrow+a+m �lmr�aw,ae.,.mma.iee aaw.. nMm%aorrmm„e rM�X+wpn�ammPww X»„. a^PJu•'%+nmmiW_ 9 CmXld cdbmvlla inlM blMry Wiwgnlm+uN UNmlQ atlnTMa A LNITFC iS Ma„dad. n. eemmn. awwectla+m lrvmrv:. W.'m,pmda.rml+l%WemwJ irOX I. Reaamafbrme3s+T nwrl�P�wrodeblry cwpmry. x. Rd l„aal omabwaLXe]eM1®�pE.amnmtls M1omnladwew�yp. ]. XPmmwen%I�„Wed„r M1„IdlrypdprcdeuN haNmnWuv'Wn. Ibrmm tierlM1a Mdmun MERVBr„iry iarywedre,eA rMwn a4 pnM. Nnm,graN Plmbm+vpwq.rfiXMm me6, lar MrgVpa7. +. On+bPa+a T IMW Nr Dutly MMgmwn w„� Iw Xw pWad. auanpYl Reprlme�m: m. emnanmwwMmepmwD wgxro bXo nmmmenbn.uo. w„„nroM �iawElm „mmnw m eaw w mmlm m— IeE r. prwiM.mm aa++wesa'+IqD aa.�.p...m w,. z. 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[fltllll.9Er WM+uEM Ind" emewnrsE1 m EPvnpmanaal Quality CreditM C].3:Cabuctlwn lAQ Managm 1pab ar ��mr Plan- Plan eefpn Occupancy Inmlem»m„d Wa roarnlq eode.p mm�mdm.W+ar. r. mnnew�m.w.mimmercywW airlo. m noei.„.1 wumla %dsarWp •++n „r+al„„ a lglXa m..ftaulcl.r a waiae r Per eeuwe mw a Mm„e. wnn m.m.n.p w w»„ lmewewK a m ma xs +m wbm. nlmmy no rq„r nwe eaa. x Il min6pi6ba��WO mim bmmplrm dqe dlldnp flVYroul, lne a— m%a -wad Ireayp Mien a, mnb„m a ]sou wob.l of m�d«b „,pw.„,.w readnem„.+ Dmm, ae+n em„md. a „„u a nllYlYsi„a mtlnnYn rY+d 0. ]0 dMJ a olldb Y' dM h+iwl mbmun w:aiwed iorM abbe„rarnmdelnxwJ,elad,++.ne-e+ed„.m �+ PERMIT /BID SET walm. Du:p eznd%anrnlw,wn wbd. waa'w�nrode eepm+ IdTu+n d Wrtabu+Pnwb+¢upn<y +M winnrra Mlrq ecoparcy. iMy wniXbm» m M Irware0 uriXl+mvl d t+,plYl wbc lea Noumfe +r nr 0een MYMMbtle a+u. New IMntlm mxfie u m M pwlldm XVgCpdpm+nlp�br W tlw pgmnpd We M1INu! C+nW. � WbnnallUmial en4: iM LonY+:bwX b nepm+elW Im P�wid^a In+kawXM d'XVmnMavnwYCn isle M .�ama.e m mo-r ro wnflm, LEED mmPn.� ' zzr_. MtiW Y t. CONxmrcn+Nmdup MtlNmrl+edaell^an.Waa Mmm+1 x. wmw+aw.lapX.wmaa',aPdncw„.+ul pOmdum.xwWiq iao. nrowwl,Iro LEED ASSOCIATED rcerem„mm MW W wwawe wP.ea��we. Emaswim. REQUIREMENTS e�.mdwe•.m•, M0.2 FLAG NOTES: Oi mon 69TEG ovrMm cQEa EIW wWUTm Wsr �DWLD W 110 YK CM Q01M' OIIR MQDPi N © mon QRIDT TQ AT DI WMQOI g6 K Oa Qllon Qvem TUQFY nx QD mJTW Pw. WYI®YY DI WMIQYICi NDIL © Q10n QO}RIC Mkm IQ ED Q x CN WR IMD QY. IWIGM. © Q-DYJF6 ®EWE DVMQ A .m1011XDIC�TR OO WQCT A pgEEEIC QM.1VR WR'nEQ p1I1®A IWP QT maEn Bmmc DMWQ/Cmu Wn Q1 cmlxc cem IPOVY DUCIWQ N IMlY� O PWYWI Yt ]QCMYYNI2 TI®.WMET n..I QWIIRC Wmp Mrt. O WF0.T QD QNRII DtSM M W 9X1R. ® PWYIM INQ: BICmP/JT DN@Q AT 6NW1 .M DppINC FIRST FLOOR PLAN HVAC Ix.iall POUDRE FIRE AUTHORITY BUILDING ADDITION FQMC WS.W VAUGHT • FRYE -*•m7 A C H I T E C TS PERMIT / BID SET DES FIRST FLOOR PLAN -HVAC ��M2.1 FLAG NOTES: Q mon amnia maven rxx xxv mea xxu aoxamun a aaen ®vv © ovum mmEaun ramp m mvcume mxvmvo vm incxTm vx sour moos vmu aua-vn. 0 mom aaema mover rnx W avnmoe cEr ovR xm ]i4. MICXf © mxwrr m smnxc muuer ntcrmn mvrn m awr. Qs aWrta ua aemn von w ix ax.vr. Ol FlYYda r16 a.1CoaER U.1YpR AT a6NY ,m ordR. SECOND FLOOR PLAN HVAC rn•$•' POUDRE FIRE AUTHORITY ADMINISTRATIC BUILDING ADDITION ro TCocas Co VAUGHT • FRYE _W•J ARCHITECTS IN�TE-�G R� lED l., ... PERMIT/ BID SET nF+w ttA. PnYMM. SECOND FLOOR PLAN -HVAC M2.2 FLAG NOTES: OI ELt9 W Ml !6L OF CYPIpP VNIT OPOIINGG © PIOEOi � 9EC6WP p m M R 1 opY THIRD FLOOR PLAN HVAC Iro--'°!.'a; POUDRE FIRE AUTHORITY ADMINISTRATIC BUILDING ADDITION FM WUMS, W VAUGHT • FRYE -*•j ARCHITECTS PERMIT / BID SET naMw otva µhr M. 116 THIRD FLOOR PLAN -HVAC M2.3 POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FQ� QQUM, CO VAUGHT - FRYE *Tj EXISTING PARKING STRrE ------- ---- ............... El El E:l El ----- - - --- IG ROOF BELOW PERMIT BID SET ROOF PLAN HVAC ROOF PLAN HVAC 3roF M2.4 FIRST FLOOR DUCTWORK ISOMETRIC PLAN vol�a POUDRE FIRE AUTHORITY BUILDING ADDITION FMT CO WS.M VAUGHT • FRYE -*•A7 ARCHITECTS PERMIT / BID SET FIRST FLOOR DUCTWORK ISOMETRIC PLAN M4.1 m SECOND FLOOR DUCTWORK ISOMETRIC PLAN POUDRE FIRE AUTHORITY BUILDING ADDITION FOM COLLINS. CO VAUGHT • FRYE A•A7 ARCHITECTS PERMIT I BID SET ✓rtara maa ISYre Y. l44 SECOND FLOOR DUCTWORK ISOMETRIC PLAN M4.2 M Gfa THIRD FLOOR DUCTWORK ISOMETRIC PLAN III POUDRE FIRE AUTHORITY BUILDING ADDITION FORT CO W,CO VAUGHT • FRYE -*•m7 A CH I T E C TS s.. PERMIT I BID SET ;=-._ —. n.1we0M. 1Y I THIRD FLOOR SOMETRRK C PLAN ...msaFw.m M4.3 SECTION 00650 LIEN WAIVER RELEASE (CONTRACTOR) TO: City of Fort Collins, Colorado (OWNER) FROM: Sinnett Builders, Inc. (CONTRACTOR) PROJECT: P872 PFA General Contractor for Fire Station Expansion-PFA Administration Addition 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 7/96 Section 00650 Page 1 E uAa A coon xuma Nasm - vMN 'W A SM e [IRS D A R� � o�Yr z'i �� }�¢...... Fa (� (1a01 IL5Y�� aRP6 wa m NmP ILI m- le I CARRIER teTY®Ot ! CAYY¢R 41.4 a Ym Yel!1 Im0 ]3 y0 RE, on 4Ya m0 @�I� 1 ea.¢ m m ! cA@Sn wTYao. vsso . Iea w.] NO 0A� 1 i aL0 el se m P-QQ (IO.Of m LLI cANRIa wlY®0. EKoeR wTmm ¢ a5 Ya2 vm Imo ars Imr RED, YW w' Ql2 zw tTa na ub.z Nb y�yrj L.�{ ��{ 1 1 1 I a Tab m.o y.0 3o IS ee es IS m m IS Fv Fa a -a 1]00l I..ol m1 m m m u.l lu me I. m Imx NODUUTMC P 0Nouaen Oc]I LJMYa1BNCe 0. Oj I� TAu PUT .1 CVa IOICwO E Y UNIT RISC" ©m.. Na NYL LUSpp©YpYICR4 PIM OR'X,V68 Owen p]IaR SOf UII!T y0!Ixl® pgpi]IIC] Oi1B1I E. 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P Na - P' Gp11Ey yy YIIWOf IIG e �WaTfIV I - f9. v0. /IEVCf 1w'P VI P yA �fTlw/G VV 1'!C _ _ 1!O t9.RO0- NIO�LVaG a� � IIJ RIIp.IA I Nt 9RTLl YRl N1W4GIIGR �1G ® Im rvurr uraa -- au Y..o. cacao ®� - w - xtwtao. rc.w laax e xwse....' vrt I _ rzw avz V 4 ..�.. _ a ,.... - In a . ,,,, ,. a POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FORT COLLWs, w VAUGHT • FRYE -*VA7 • M£ eINC• MCMCK NMURS N and Or. YRViE4 Yi - i VpIR! £1 11-OYA nn wo7R+ 5ej PERMIT SET •pw�-•Rs.oR.m��-^a. RRcss ELECTRICAL SCHEDULES 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. 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 ATTEST: Secretary day of CONTRACTOR By: Title: STATE OF COLORADO ) )ss. COUNTY OF LARIMER ) Subscribed and sworn to before me this 2 0_, by Witness my hand and official seal. My Commission Expires: Notary Public day of 20 7/96 Section 00650 Page 2 POUDRE FIRE AUTHORITY ADMINISTRATION BUILDING ADDITION FMT 0011INS. CO VAUGHT • FHYE -•A7 ARCHITECTS q Rim Ma'n� EXISTING PARKING STRU 3 3 C.AllC' u..cbma - m.m � .a ;,. FLAG NOTES: PERMIT / BID SET to to v e u si 8>s� m••R.amow..� na T mxere (M tn' ee m to 3' ce mots ti . 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Pa r✓im». mwnq me a ewatl wr nu.a. +..a b w M/o��b Irum�mmmam s..wY torts a,Wmn W�sy (�rYmm. a. amram.nryrrar PI �,ws m Is � m en.or. y.m a.Lwi 4 mr mama asm,sJAtl'w+wama _ rirar _.r �.�..aaarsYr •+m mnre.me.. r s rm man �W m. .ear � evr w�r sY w`N 4 I.mw.YY am r po. rwi e.b �„Jrrwmrm�.r ryo)rm^.Y+S _r mr wf w nrm. ew r.w�t» � .m4m �Nmm..r.a r e.ani a I,aJ P4. �mi meem`wme.m �mr°a. .ii:�) n +.r.mM»�pw.e.Y�r'�rami mom. wmaww�rwr.m._ m �. a.r q.aww_rrF Mm. 1N xr MmmbWrr _ri. r.ai.w'�iws°( bm m�M ±ea w� pwr'wr _r rn nam.a "� nmmb a.m a wa. Pam) T orY.myw�w. os u rvn w w miYM M vo s nm.W mY oo bb�nlm,.0 aab.L _mMmm� W4 wr 1(Pc)j) �' mwy-iF estiw�•w STREET IMPROVEMENTS NOTES e: »»r wa"`°"ya mynm•"w�w..w .. n..w wya m n.e.a rr�s � MMY re+wrrx �. rmw .. Yfm mxam.rwr+l. ,Fy YmW. M 4wm PYu,..m��Mrma N n saa YMi W Y .u.Y � � vmMalri �Yw�• �uwr •rm mn.mm mw.+, 4,�°. mbwM W�mrn.mr »s.ww�wn I=wru.lo-wy a �u.nq.b Y.m r rwe. a m r em+m,. saw .. �.. rm.e.•a.r.n. m.F. a..rram mw �mF b� IMOw aM+...x �m brr r aemma • ew rr.r r m rr.. awr o.eiw a rw.ica. PaaF�mr�i1 w - _ eY Va r.r.arenamm.as. m rrsryiy �smr r im.m.0 m s.. svry Ym_a a xer. m.sn.m aae r sr r .r �rgswMmsm.weu mr .w.r ls. Y er.emysq _srrq.»rer ..ra. (.r wpw. run a w•sal....a.r'M �..' w r aiw a�rui as �smrynr � uY..r.�wm.�na. F syq a ran ei. cµr..mi u iwmy m.1a. - uw.y • _mw a-se,mm rrr tr ob a yen r+e uarr m ate. «+myms�runwµ STORM DRAINAGE NOTES pyy- L M mwm r O.a. [norm r 1 w«m M1ms.sn r.ggs4wger.nuK a.amn ,m4 b . TW Y.m. ow b w^r 4 r sore wb pyFr wmrun rw r ew... m w twos 5� p F w lam .r • Wr. I S M .ay. N.�.Y f�mrm. 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FmOZ -/-//nni ix , nn�Na 1(�`OcolNZ1IZ HHA O ZON ➢ 0, r oyt \ r1ti i0 Omti m - ' 00 a➢ 1- ➢ r m E. N Ee1 mO ZNZ o D I A wm _ mp- m m O" '1 1 m i FD- i'-' / «a n N m<� y Z-a A��1 m OVI U ff( yAZZ �I II aS 'T A Z II O O Vlm yN II OITT A VIZ mOmm2 pw CEO - EbutJ.OP ti<N«l PoJG I2 Z2 r nNl =n ca w r «- a HII II0 < II Y <m IECCID O mmx EnAAA m � O 0 fl ObA Mm- O A.a b UAN�1 O wbW pJ wR 2P vRLH -... cnR1F iv LINE V O J < < O J (P A J Z Z GN b A P O x J- iPPiWTM v4eE 4MNx lMY( iFN( N N �() b a t0 N A r r r J w ONi N N MILE MEE w m m m �1 bGG RESSOUWS EPEE ELLS"fM9W. J� II II 0 EiLx EO¢ CE pRt PW W O IAO a N N- Z ® A GEM Wr 1. LF wAElt. o m b b [J In Y 52Ei ESS, amuxE ^11 LF: wwrER uERP ---' new MI UxE LPS REEER [w[E UId p. G'.-GE xNxNq.E LRS UNE U., Pp£ ..G RNL 0 BUi1DwL NN1 W>iSP UPE V EM.N. UWF OL£RKwD PURw U.E WPiLRLp BOX --- --- G... 1ELEGxdE URE xRNLrCRP N-1 'E' (EIMI NE RLDE mux ¢N1ENME LF EP Rom M . (� cIMAa '.N -- SRxnARr ME FaxD MIN MANAGE UxE bLL NE111 IEMEIG IGI arms a 2 ---- uxowfAWN) FLNEP ME }M�� ��-* yIL�% ------- MDERLRWxL R1i UPE w *Me NLMw Nlpyloi •. •. ME FWI CCNp -�ev� SFp]1 <MiWR m ba uNR m N<D uml' 1^ mow SECTION 00660 CONSENT OF SURETY TO: City of Fort Collins, Colorado (hereinafter referred to as the "OWNER") CONTRACTOR: Sinnett Builders, Inc. PROJECT: P872 PFA General Contractor for Fire Station Expansion-PFA Administration Addition 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. 7/96 Section 00660 Page 1 REMINGTON STREET 3 24 i --- -- - �% f — v-.------�--------------- _III oa.nmw i. mil. b.6 ®�YIY� rY. rVY/. ml �r N6 vrt `� ��lp mu JL �i4u� Ml'K m0 r1RGL qp5 ZCIM r� iYYeY � .1 r m soia �`a"m ss� s r �� a r�eYYY a wig r m+�wY��Y� umuYm ���� s dm rwr,r.� aTwo oo� nwusr dorxs 9 z a z a O H 4c W 4 ® m wr _ •t~ wTa60w msR oa,w NY ruc /wwc __y �A IYW' os n6fY NR Oirttl mur u GawrO¢ YWYwOw � TOY 0L� M um - Cos,av��e eV2 uo IeO®YOY YP4xv MN hA UY Imrm �[ WIM 1Ma[ YO . I,siglY Mwm _. WOi 1pPS1E Reh d,w w1n ® Wr[nW ryena+u C41 YINY MlflfAlgll e1K Wi0 1.800-922- 196% VFF2l play W wi. io u a n I �nm zzi-sere wsu E%ISTING PARKING GARAGE Z r Ga 140 I� STgIgWELL PROEG ED EA *p ��UP--WIsmATION �. BUILDING MIS ING PEA / ROMMI8TMTMJN Fc� BVILDINGLn ` U PDOPOSED \ I' E' PUNTING ern 77 \ , _._ 1Sc; a5`•1 /,,I '� _ ` ,i ,l III I /� III %a, . E REMINGTON STREET L0_ r Z 00 z0 GENERAL NOTES LEGEND Q F O F LLNJ�z _ a of J C G LAND USE STATISTICS C m su1e'_ZO as _ Lt v � UP e RNAMENTALS TO BUITCH E ISTING 2 GTK REMINGTON STREET {i DECIOIUVUS TREE PPLAOIING DETAIL �� vrnavm �e0rwn• e.nw�er lveeuww. r� (Q `SHRUBS — en A 9u�[ PLANTING OETML ?JHSC PLANT LIST 24M8 wTY1KAL NMIE caNLloxx+51E sRE NGTEs ary EVEAGPEER8XR194 GTIt GhWtle EbWlm eemi'8M1M1w' SFyYgllmgbpul Yul. 86B imebmeMpbp MOIYIENTKTRF& •TnsbnnNumhy ♦ EVERGREER EIiRIRS AIBC LvjenblvlmlM, HbeGy' Ble pJp AnMw Seel So.e 1♦ PFREHlIV19 VY Veeamb'BMee1 BwW POMMIe I 1Ye.v. 815 VrFRlplay suss m�uw.wbw co eWxt�e W. x24Yxe Arv1xY-leexlwl 2-JHBC PLANT LEGEND Z 0 Q Z 0° oj IL a-j0; q �mQ 0 O QLL I_nNP ANAPE s SECTION 006' O APPLICATION FOR EXEMPTION CERTIFI DR 0172 (12196) C COLORADO DEPARTMENT OF REVENUE V DENVERC060261 CONTRACTOR APPLICATION (303)232-2416 FOR EXEMPTION CERTIFICATE Pursuant to Statute Section 39 26.114(1 xa)QW DO NOT WRITE IN THIS SPACE The exemption certificate for which you area pplyting trust 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 material lswhich are purchased, rented, or consumed by the contractor and which do not become part of the structure, highway, road, street, or other public works awned 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. istrationt ccolrlt o. to be assigled by 89 - stab 0170-750 999 $0.00 i ) tH a names net partner, a capowte nam0. Mailing address y, State, Zilpg Contact Person - Mail address, Federal Lmployers lden ocaon NUMber Bid amount oryour contract: (FaxiNumber. 1 Business lalepFane mrnber colomidowloldinq laxa.unl nu. ,: R 0 .PRnlY9 �'/ryiy 'y. F yqta �$ i ems o exempt organize Ion ass own on cori xemptorganiza lion s number 98 - Address atexempt organize on (City, State,Zip). Principal contact at exempt organvalion PrincipaJ contacts telephone number. Physical location of project site (give actual address when applicable and Cities an for County (ies where project is located) Sched Wed Morth Jay Y..r Estimated Wnih Day Y.ar conslmdion start dale. wmpletion dateri l 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, partneror corporate 777 T Oe otcorporateofficer . ate. VV mWi I'MIG UCLVYY imoo I-lm IZ Section 00670 Page 1 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 exem ption to subcontractors. Only prime contrac- tors 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 succeed- ing 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 2 SECTION 00700 GENERAL CONDITIONS SINNETT BUILDERS, INC. Jan.2OO7 P.F.A. ADMIN. ADDITION DIV. REM EQUIP. P.M. ST & S LABOR & BURDEN SUBCONTRACTOR TOTAL aim Su bl &La W 0 D ISO 1N4 41N $274 Otdw T,.Nk Centrelkid. w.ikciosarw&mlsc. 300 0 IS 440 a 815 0170 Erosion Ce.O.1 150) a 720 3072 BW2 D2a60 SR. D.molul.. 000 0 325 201E --am 14075 18110 n0" Contrallsd BulMing Demolition &Sharing SON 2N 003 15308 5843 28154 02200 EWhwerk 0 0 0 0 141W 14180 02215 SR. UUIIIin 0 0 0 0 SI RN 300N 02513 Strwt Pavk0 & Striping 0 0 0 0 0 0 byoty 02514 SR. Cownts 460 0 1100 4248 30448 M245 025N Ties, Grates (install 2 new) 15D IOW 75 440 0 2205 02610 Blke Racks romak. 2 whiting 126 0 20 ISO 0 SOS 02520 Benchas(nbcak 3 wbNngl 175 D 30 250 0 461 U530 Traah Was lea 0 0 0 128 0 126 VON Liargaimps &Dilation 0 D 0 0 235W 23550 WOW EDWIN CONcrd. )N 1375 1105 0058 44718 54OW NUN Ps Cast Concrete 350 2081 12 128 0 3174 —Sam Mawary Sao 18N SO 21W )SOON 70310 06120 $"at..) SMi go sr.cUgn 0 111140 1N 2200 62.550 170040 W6W Mskk FabriaalkW 725 202W US 3512 0 24842 WSW Expansion Central 5)0 5251 171 27M 0 8748 -aim RoarlCar n 0 1"1 ON 7238 0 ID527 Mao Interior Finish Cerrontry 0 0 0 0 5058 Sam aim Rivals proa0n0 0 a a 0 425 425 07206 Fourld.ikn lnsoktion 0 0 a 0 1984 1081 07280 buildimarraF 750 1004 145 1100 0 2002 W21O Bsllroul.lkn 0 0 a 0 W73 5873 07270 Fks slopping l Fireproofing 0 0 0 D 3325 3=5 D)5]1 TPO RoeRnO 0 0 0 0 27101 27101 07020 DRUM. Sheaf Metal 400 8500 750 3480 Am 10030 07W MaYI Wall Panels B acnrn walk a 0 0 0 111538 111530 07550 aluminum Unshod. &cw.Pa. 0 0 0 a 45080 45Wg WON seslant 400 0 a 0 3270 Son Wtto Hollow NOUN 250 007 621 SSD2 0 1735E Wood Donn 125 0852 400 m) 0 12207 Aluminum Storefront& GMMng 0 0 0 0 3=0 336NFinish Hardwre )5 17142 204 2502 0 20013 Gypsum Rwrd System. 0 D ISO 7650 OM30 104844 M Caramlc T1M 0 0 0 0 18748 1874E Cmmlc Tile AN entry 0 a 0 0 408E 40W Aaeum.IC.111.gs 0 0 0 0 1451E 1461E WO,cowrin and boor a 0 D 0 28858 2005E Painting 0 0 0 0 24,075 24075 0ON w.11 covrtl at roam IN (101h.ndl 0 0 0 0 4,032 4032 allowance Meg FRP 0 0 0 0 W77 5077 101" TaWl C.amobs wls SOLID PLASTIC) 0 0 0 0 1457 1407 102N Corner Guards 0 324 N 578 D BSO 106W Leck.n NONMETr1LUC LOCKERS 0 0 0 0 One ONS 1082o FW Prolscm. Sp..MRk. 0 060 25 IN a am 1WDD Toilet Aaoenerles 0 0 0 0 3743 3743 11oN aPmoroaa 0 981 a gal N 1143 allowance 12310 C..work 0 a 0 0 18438 tease 15300 Fir. Protaclion 0 0 0 0 25M 252N 1544E Plumbin 0 0 0 0 82300 82MO 1856E HVA ITw1&BaMnce 0 0 a 0 iB1N0 161000 INN Electrical D 0 a 0 05245 OB245 SUBTOTAL 12245 101301 8038 8023E 1148705 1441217 1441217 GENERN. WNDRIMS PER CONTRACT 0 0 0 0 125000 125011E MOBILRATION 750 0 105 1024 750 202E CLEANUP D 0 i5N 204110 15750 377M CONSTRUCTION & SAFETY SIGNAGE a Soo 175 1152 0 1827 CONSTRUCTION FENCING& BARRICADES 1100 1N0 275 3328 2248 n51 CONSTRUCTON TRAILER 0 a 250D 0 0 25 N TEMPORARY CONSTRUCTION 15W 1025 350 161281 D 10003 TEMPORARY UTILITIES (.star, power) 0 0 0 Ol 500 SN BY OWNER (TEMP INSTALL ON PARKING PASSES 0 0 SON 0 0 0000 allowance WEATHER PROTECTION& HEAT 750 0 2500 >OBO ]5a Itw0 allowance PERMITS& FEES (!not. Plan Chock Fsw 0 0 0 a a 0BV OWNER L..dSnlNed we,k lsoNinO trwh,rwyc11...... on! keeping( 0 a 15N 1024E 180E 1354E SAFETY a 0 235E 3N21 350E .152 BUILDER'S RISK INSURANCE 0 0 0 0 Am 52.1 LIABILITY INSURANCE 0 0 0 0 8425 8425 SUBTOTAL IOUs 194816 25aW 143572 1312718 1W3344 1CW3 BONDS E25400 SINNETT FEE $BB.)50 4% TOTAL 81,78] ago PDF created with pdfFactory trial version www.Odffaclory.com GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT These GENERAL CONDITIONS have been developed by using the STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT prepared by the Engineers Joint Contract Documents Committee, EJCDC No. 1910-8 (1990 Edition), as a base. Changes to that document are shown by underlining text that has been addedand striking through text that has been deleted. EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) WITH CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number & Title TABLE OF CONTENTS OF GENERAL CONDITIONS Page Article or Paragraph Number Number & Title 1. DEPTMTIONS......................._.............................1 1.1 Addenda.............................................1 1.2 Agreement ........................................... 1.3 Application for Payment„....................1 1.4 Asbestos...._........................-............_1 1.5 Bid....................................................1 1.6 Bidding Documents . .................. ....... .A 1.7 Bidding Requirements ......................... 1 1.8 Bonds_.._,.. 1.9 Change Order......................................I 1.10 Contract Documents .............................. 1 1.11 Contract Price................................_,.,.1 1,12 Contract Times,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;1 1.13 CONTRACTOR_..,,,,.„.,_,..,„.............I 1.14 defective.............................................1 1.15 Drawings............................................1 1.16 Effective Date of the Agreement,,,,,,,... 1 1.17 ENGINEER ............................. 1.18 ENGINEERS Consultant 1 1.19 Field Order ..........................._............ 1 1.20 General Requirements.._,.,, 2 1.21 ...... _. Hazardous Waste.................................2 , , 1.22.a Laws and Regulations; Laws or Regulations ....................................... 1 22.b Legal Holidays .................................... 2 1.23 Liens .................................... 2 1.24 Milestone ............................................. 2 1.25 Notice of Award..................................2 1.26 Notice to Proceed.. ......................... 1.27 OWNER.................._..._............._.....2 1.28 Partial Utilization_.,....,,_,,,.,.._,___..__2 1,29 PCBs..................................................2 1.30 Petroleum 1.31 Project................................................2 1.32.a Radioactive Materiat_.................... _...,.2 132.b Regular Working Hours, ....... _ ,__.._ 2 1.33 Resident Project Representative ,...... ,.... 2 1.34 Samples ..............................................? 1.35 Shop Drawings....................................2 1.36 Specifications ...... ......... ...... .._._.._....2 1.37 Subcontractor. .......__,....._._,___.___.2 1.38 Substantial Completion... 1.39 ........... Supplementary Conditions ...... ....... _2 _ 2 1.40 Supplier._._._.,,,,,,. 2 1.41 Underground Facilities, .................... 2-3 1,42 Unit Price Work..,_...,. 1.43 Work.... ..._ ...._ ._ ............._._ _... 3 1.44 Work Change Directive,___,..,.. 3 1AS Written Amendment._.,. Page Num ber 2. PRELIMINARY MATTERS ..................3 2.1 Delivery of Bonds ,,,,,.... 22 Copies of Documents,,,,,,,,,,,,,,,,,, ; 3 2.3 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 Schedtles; Delivery of Certificates of Insurance...:.. _........................... 3-4 2.8 Preconstruction Conference 4 2.9 Initially Acceptable Schedules..,,, ...... 4 . 3. CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE..........................................4 3.1-3.2 Intent ............................................. 4 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 Adjectives ..................................... 5 3.5 Amending Contract Docunents......... 5 3.6 Supplementing Contract Documents............_ _.. _......_....... 5 3.7 Reuse ofDocumen[s...,,,,,,_......._._..5 4. AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS.............__...........____...5 4.1 Availability of Lands ................... .5-6 4.2 Subsurface and Physical Conditions 4.2.1 Reports and Drawings ...................... 4.2.2 Limited Reliance by CONTRAC- TOR Authorized; Technical Data., ................... ....................... 6 4.2.3 Notice of Differing Subsurface or Physical Conditions ............. 6 42.4 ENGINEER'sReview.., ,_..._._ .__6 42.5 Possible Contract Documents Change...... _.......... . ..........._.......6 422 6 Possible Price and Times Adjustments ............... _.... 6-7 4.3 Physical Conditions --Underground Facilities ............... _......................7 4.3.1 Shown or Indicated,...,_,_.,.,..,. 7 4,3.2 Not Shown or Indicated 7 4A Reference Points,,,...._.,..._.............7 EJCDC GENERAL CONDITIONS 1910-9 (1990 EDITION) W.; CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 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....................5 5.4 CONTRACTOR's Liability Insurance..........................................9 5.5 OWNERs Liability Insurance ............... 5.6 Property Insurance ....... ........... ........ 9-10 5.7 Boiler and Machinery or Addi- tional Property Insurance.................10 5.8 Notice of Cancellation Prowsion 10 5.9 CONTRACTOR's Responsibility for Deductible Amounts ................... 10 5.10 Other Special Insurance ,_,...,.._...... ,...10 5.11 Waiver of Rights................................11 5.12-5.13 Receipt and Application of Insurance Proceeds ...................... 10-11 5.14 Acceptance of Bonds and Insv- ance; Option to Replace....................11 5.15 Partial Utilization --Property Insurance.,,._ ................................... 11 6. CONTRACTOR'S RESPONSIBILITIES 11 6.1-6.2 Supervision and Superintendence....... 11 6.3-6.5 Labor, Materials and Equipment.._11-12 6.6 Progress Schedule ,,,,,..__...,._..,,....._.. 12 6.7 Substitutes and "Or -Equal" Items; CONTRACTOR's Expense; Substitute Construction Methods or Procedures; ENGINEER's Evaluation ............. 12-13 6.8-6.11 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 ........... .... ...... 4 6.15 Taxes.......... _. 14-15 6.16 Use of Premises ......................__.,. 15 6A7 Site Cleanliness 15 6.18 Safe Structural Loading ............. ......... 5 6.19 Record Documents 15 6.20 Safety and Protection ............... ..... 15-16 621 Safety Representative .__,. __....16 6.22 Hazard Communication Programs ...... 16 623 Emergencies., ....... ...... ........... 16 6.24 Shop Drawings and Samples........„. .16 ff 6.25 Submittal Proceedures; CON- TRACTOR's Review Prior to Shop Drawing or Sample Submittal........................._........,16 6.26 Shop Drawing & Sample Submit- tals Review by ENGINEER.._.. 16-17 6.27 Responsibility for Variations From Contract Documents,,,......,.,17 6.28 Related Work Performed Prior to FNGINFER'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„ ,,. _.... .. .. ... .... ... ] 7-I8 6.34 Survival of Obligations .................. J8 7. OTHER WORK _............... 18 7.1-7.3 Related Work at Site. ....... _......18 7.4 Coordination ._ 18 8. OWNER'S RESPONSIBILITIES ... .... ........... ..... _ 18 8.1 Communications to CON- TRACTOR.................................18 8.2 Replacement of ENGINEER ........... ,18 8.3 Furnish Data andPay Promptly When Due ..... _. _........................18 8.4 Lands and Easements; Reports and Tests..............................18-] 9 8.5 Insurance ......... .... 19 8.6 Change Orders..... ...... ._..19 8.7 Inspections, Tests and Approvals..................................19 8.8 Stop or Suspend Work; Terminate CONTRACTOR's Services......................................19 8.9 Limitations on OWNER'S Responsibilities ...................... _ _19 8.10 Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ................. 19 8.11 Evidence of Financal Arrangements_.... _.. _.. _. _......19 9. ENGINEER'S STATUS DURING CONSTRUCTION............................................19 9.1 OWNER's Representative ...... _.__ ... 19 92 Visits to Site .... ,.. 19 9.3 Project Representative ..... ..... ... 9-21 9.4 - Clarifications and Interpre- tations...... __......._,_,21 .................... 9.5 Authorized Variations in Wrk_,,.....21 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Page Article or Paragraph Page Number & Title Number Number & Title Number 9.6 Rejecting Defective Work ... ... ,... __.... 1 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- NEERas Initial Interpreter...._ „_ ...22 9.13 Limitations on ENGINEER'S Authority and Responsibilities,,,, 22-23 CHANGES IN THE WORK ...................................... 23 10.1 OWNER's Ordered Change .... .......... 23 10.2 Claim for Adjustment ................. 23 10.3 Work Not Required by Contract Documents ..................................... 23 10.4 Change Orders ................. _.............. 23 10.5 Notification of Surety ... ,... _....... _........ 23 CHANGE OF CONTRACT PRICE .............................23 I1.1-11.3 Contract Price; Claim for Adjustment; Value of the Work....................................23-24 11.4 Cost of the Work ..........................24-25 11.5 Exclusions to Cost of the Work 25 11.6 CONTRACTOR's Fee .................... 25 11.7 Cost Records .......... _.....................� `5 26 11.8 Cash Allowances...............................26 11.9 Unit Price Work....._...._.....____....26 CHANGE OF CONTRACT TIMES 26 12.1 Claim for Adjustment*......,_,._,. 26 12.2 Time of the Essence..,..,.,,_..,.,..,.,. 26 12.3 Delays Beyond CONTRACTOR's Control.... _............. _............ _.. 26-27 12.4 Delays Beyond OWNER's and CONTRACT'OR's Control 27 TESTS AND INSPECTIONS; CORRECTION REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ................. 27 13.1 Notice of Defects,,,,,.......„................27 13.2 Access to the Work....,.___,......_., 27 13.3 Tests and lnspections; CONTRACTOR's Cooperation _ .. 27 13.4 OWNER's Responsibilities, Independent Testing Laboratory, ...... 27 13.5 CONTRACTOR's Responsibilities, ... ..........._... _. _ _.. ,..27 13.6-13.7 Covering Work Prior to Inspec- tion, Testing or Approval. _,,._,.. 27 iv 13.8-13.9 Uncovering Work at ENGI- NEER's Request ... .................. 27-28 13.10 OWNER May Stop the Work....... 28 13.11 Correction of Removal of Defective Work_ ... ......_..._......... 28 13.12 Correction Period.,28 13.13 Acceptance of Defective Work_.._ ..... 28 13.14 OWNER May Correct Defective Work..................................... 28-29 14, 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.. ................. 14.8-149 Substantial Completion... .... .... .30 14.10 Partial Utilization,_„......_..,, 14.11 Final Inspection ......_............ 14.12 Final Application for Payment._ ...... 31 14.13-14.14 Final Payment and Acceptance_..,_..31 14.15 Waiver of Claims ......................31-32 15. SUSPENSION OF WORK AND TERMINATION .._._..........._.........._.__....... 32 15.1 OWNER May Suspend Work ..... ....32 15.2-15.4 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 ................................ 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 ......... ...._, 3S EXHIBIT GC-A (Optional) Dispute Resolution Agreement, ..... ...... ......GC -Al 16.1-16.6 Arbitration,,.,.. ......................... GC Al 16.7 Mediation........................GC-Al E]CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) W/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) INDEX TO GENERAL CONDITIONS City of Port Collins modifications to the General Conditions of the Construction Contract are not shown in this index Article or Paragraph Number Acceptance of -- Bonds and Insurance ................ I.......................5.14 defective Work...........................10.4.1, 13.5, 13,13 final payment ........................................ 9.12, 14.15 insurance......... ...... I ........ ...... 5.14 other Work, by CONTRACTOR ..........................7.3 Substitutes and "Or -Equal" Items_..._, 6.7.1 .............. Work by OWNER .............................. 2.5, 6.30, 6.34 Access to the -- Lands, OWNER and CONTRACTOR responsibilities ............................................. 4.1 site, related Work .............................................. 7.2 Work,.........................................13.2, 13.14, 14.9 Acts or Omissions--, Acts and Om issions-- CONTRACTOR...................„._....__6.9.1, 9.13.3 ENGINEER .......................................... 6.20, 9,13.3 OWNER..................................... ............ ...6.20, 89 Addenda --definition of (also see definition of Specifications) ....... (1.6, 1.10, 6.19), 1.1 Additional Property Insurance............. _ _ _. _ _., .... _.. _ 5.7 Adjustments— Contract Price or Contract Times ......................I....1.5, 3.5, 4.1, 4.3.2, 4.5.2, ....._......................4.5.3, 9A, 9.5, 10.2-10A, .................. ._......... ,..11, 12, 14.8, 15.1 progress schedule ............. ....................... I ........... .6 Agreement— definition of..___...... ].2 All -Risk" Insurance, policy form.. .. ........................ 5.,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, OWNER or CONTRACTOR intent to ..... ............__.....9,10, 9.11, 10.4, 16.2, 16.5 Application for Payment -- definition of 1.3 ENGINEER's Responsibility..,.. _ _ ........... _ _.. _ _ _ 9.9 final payment ........ ..... _, 9.13.4, 9.13.5, 14,12-14.15 in general...__ ......... I& 2.9, 5.6.4, 9.10, 15.5 ...... progress payment ........... .. „........ ................ 4.1-14.7 review of ........................................ _.......,14.4-14.7 Arbitration ......._._....................._............ 16.1-16.6 Asbestos— claims pursuant thereto ... 4.5.2,4.5.3 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 .................. _............,.....,1.25 Before Starting Construction... _... _..... _......., . _ _ _..2.5-2.8 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 ............... .._........ ........ ... .... 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.._.._............__.._......... ........... .2.1, 5.1 final Application for Payment.. ........... .14.12-14.14 general ...................................... 1.10, 5.1-5.3, 5,13, .......................................9.13, 10.5, 14.7.6 Performance, Payment and Other ..... .............. 5.1-5.2 Bonds. and Insurance --in general..,......... Builder's risk "all-risk" policy form ........................5.6.2 Cancellation Provisions, Insurance...,.... 5.4.11, 5.8, 5.15 Cash Allowances .11.8 Certificate of Substantial Completion ..... _... 1.38, 6,30.2.3, _..._._... ... _...._......_....j4.8, 14.10 Certificates of Inspection.....................9.13.4, 13.5, 14,12 Certificates of Insurance.... .._. , _ _ _ 2.7, 5.3, 5.4.11, 5.4.13, ............. I ..... I ... 5.6.5, 5.8, 5.14, 9.13.4, 14.12 Change in Contract Price -- Cash Allowances.............1.8 claim for price adjustment 4.1, 4.2.6, 4.5, 5,15, 6.8.2, 9A ..............9.5, 9.11, 10.2, 10.5, 11.2, 139, ..............I........13.13, 13.14, 14.7, 15.1, 15.5 CONI'RAC1'OR's fee......__ _.......__._...._.._.11.6 Cost of the Work genera]_....._.._............_ _._....._..._.....11.4-11.7 Exclusions to ......................................... _....1 1.5 Cost Records ...................................................... 11.7 in general, .... _ _1.19, 1.44, 9.11, 10.4.2, 10A3, It Lump Sum Pricng..._................._.. _...._._11.3.2 Notification of Surety to.5 Scope of, .......... ._... .._........................_....10.3-10.4 Testing and inspection, Uncovering the Work ........ ,._...... _._,........ 13.9 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITIOM w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Unit Price Work 11.9 ........................................... 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, 10.2, 10.5, 12.1, .............. 13.9,13.13,13.14,14.7,15.1,15.5 Contractual time limits..........................„..,.,,.,,12.2 Delays beyond CONTRACTOR'S control............ _.................. _. _..................,12.3 Delays beyond OWNER'S and CONTRACTOR'S control..... I .......... .._........ 1.2.4 Notification of surety, ...-_........... ......... ........... 10.5 Scope of change ............................ ............ 10.3-10.4 Change Orders -- Acceptance of Defective Work ...... ........ ,...... ._13.13 Amending Contract Documents,,,,,,,,,,,,,,,_...., 3.5 Cash Allowances.............................................I1.8 Change of Contract. Price...............„,,,,,..._..,.,.._.11 Change of Contract Times... _................ ... 12 Changes in the Work.. ..,,,,., 10 CONTRACTOR's fee„ 11.6 Cost of the Work........................_.„...,,,_..11.4-1.13 Cost Records_.......................................:..........11.7 definition of ..... ......_..... ....... ..........._ ................1.9 emergencies...... _................... _............ __ _.....6.23 ENGINEER'S responsibility....... 9.8, 10.4, 11.2, 12.1 executionof............__......__........__.._.._..._....1Q4 Indemnifiction ........ _............... 6.12, 6.16, 6.31-6.33 Insurance, Bonds and ..................... ,,5.10, 5,13, 10.5 OWNER may terminate ............ .............. 15.2-15.4 OWNER'S Responsibility.._ ............... ........8.6, 10.4 Physical Conditions -- Subsurface and,... ............. ....... ......................4.2 Underground Facilities--.__....._._I ..............4.3.2 Record Documents 6.19 Scope of Change..... _.............. .................10.3-10.4 Substitutes Unit Price Work...............................................11.9 value of Work, covered by ...... _..,__....._.............. 11.3 Changes in the Work__..._....._. 10 Notification of surety,,. _,,..___,.... __ 10.5 OWNER'S and CONTRACTOR'S responsibilities....... _... _........ _..... _............ _10A Right to an adjustment ]0.2 Scope of change,...,,__. .., ........ ....10.3-10.4 Claims -- against CONTRACTOR,. ... ... . against ENGINEER _... , _,__.,_..,,____..._._._632 against OWNER 6,32 Change of Contract Price .... 9.4, 112 Change of Cmtract Times ........ ..... 9A, 12.1 CONTRACTOR's........_ 4, 7 1, 9.4, 95, 9,11, 102, _._._......112, 11.9, 12.1, 13.9, 14.8, ......_........................ _.........15.1, 15.5, 17.3 CONTRACTOR's Fee...........11.6 ............................. Article or Paragraph Number CONTRACTOR's liability ........... 5A, 6.12, 6.16, 6.31 Cost of the Work,,,,,,,,_........._..................11.4, 11.5 Decisions on Disputes.,..............__.,_9.11, 9.12 Dispute Resolution .... ..........................16.1 Dispute Resolution Agreement., ..... ........... 161-16.6 ENGINEER as initial interpretor....... . ...... ..........9.11 Lump Sum Pricing.........................................11.3.2 Notice of..........................................................17.3 OWNERS .......... I ......... .4, 9.5, 9.11, 10.2, 11.2, 119 ................ ...... ..12.1,13.9,13.13,13.14,17.3 OWNER'Sliability ............................... _... _...... 5.5 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 .................... .................... ,..,,ti.7.1.2 Time Extension.................................................12.1 Time requirements ....................................9.11, 12.1 Unit Price Work ................ ................ .. ,_,......11.9.3 .. Value of ....................._._... ......_................. . 1.3 Waiver of --on Final Payment.................14.14, 14.15 Work Change Directive......................................10.2 written notice required ......................9A 1, 11.2, 12.1 Clarifications and Interpretations.,_.._,.,._ 3.6.3, 9.4, 9.11 CleanSite._..._............................._._......_._.....617 Codes of Technical Society, Organization or Association Commencement of Contract Times ............................. 23 Communications -- general... ............. ._................... ...... 6.2, 6.9.2, 8.1 Hazard Communication Programs .....................622 Completion— Final Application for Pavment......................... 14.12 Final Inspection..............................................14,11 Final Payment and Acceptance ......... ...... 14.13-14.14 Partial Utilization..........._......__,.._.--...._.._,._14,10 Substantial Completion... .... _............. 1,38, 14.8-14.9 Waiver of Claims.., ........ ......................14.15 Computation of Times.. _... _..... 17,2.1-122.2 Concerning Subcontractors, Suppliers and Others ...... ........- 6.8-6.11 Conferences -- initially acceptable schedules,,,,,_,_......__ 2.9 preconstruction .................................................... 2.8 Conflict, Error, Ambiguity, Discrepancy -- CONTRACTOR to Report..., _..,........ _, _, .. 15, 3.3.2 Construction, before starting by CONTRACTOR ............. _......................... _2.5-2 7 Construction Machinery, Equipment, etc,,,,,,,_.._. 6.4 Continuing the Work ,,,_.... 6 29, 10 4 Contract Documents -- Amending ........ .._.......__._........ ...._..__...... _... .3.5 Bonds E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Cash Allowances..............................................11.8 Article or Paragraph Number Change of Contract Price .................. .................. 11 Change of Contract Times _........ .......................... 12 Changes in the Work...__. 10.4-10.5 check and verify ........... ........_. ............... 25 Clarifications and Interpretations ......................... 3.2, 3.6, 9 4, 9,11 definition of ....................................................... 1.10 ENGINEER as initial interpreter of .................. 9.11 ENGINEER as OWNER's representative ............. 9.1 genera13 Insurance..........................................................5.3 Intent ....................... .................................. 3.1-3.4 minor variations in the Work 3.6 OWNER's responsibility to furnish data...............8.3 OWNER's responsibility to make prompt payment ............ ............. _8.3, 14.4, 14.13 precedence................................................11, 3.3.3 Record Documents ............................................. 6.19 Reference to Standards and Specifications of Technical Societies 3.3 Related Work ...................................................... 7.2 Reporting and Resolving Discrepancies,,,,,,., 2.5, 3.3 Reuse of ............... ........................................ .....3.7 Supplementing.................................................. 3.6 Termination of ENGINEER's Employment .......... 8.2 Unit Price Work ................................................. 11.9 variations..........................................3.6, 6.23, 6.27 Visits to Site, ENGLNEER's........ ........................ 9.2 Contract Price -- adjustment of........_._..., 3.5, 4.1, 9.4, 10.3, 11.2-11.3 Changeof................._.......................................11 Decision on Disputes... ............._............_._._....9.11 definition of._, ,,...... ...,., 1.11 Contract Tim es -- adjustment of .......................... 3.5, 4.1, 9.4, 10.3, 12 Change of.................................................12.1-12.4 Commencement of .............................................. 2.3 definition of........_..........................................1.12 CONTRACTOR -- Acceptance of Insurance ....... ... .. .. . . _.. _, _ _.. _...... 5.14 Communications ._._6.2,6.9.2 Continue Work._ ........................._.......... 6.29, 10.4 coordination and scheduling ...... ................ ...... 6.9.2 definition of....................................................... 1. 13 Limited Reliance on Technical Data Authorized. ....... ..... ...........................4.2.2 May Stop Work or Terminate ......................155 provide site access to others ....,, . 72, 13.2 Safety and Protection ._.......... ,.... 4.3.1.2. 6.16, 6.18, .............. _..... I ........... ....-621-6.23, 72, 13.2 Shop Drawing and Sample Review Prior to Submittal _....._16.25 ........................... vii Stop Work requirements ............ ............... ...... 4.5.2 CONTRACTOR's- Article or Paragraph Number Compensation .................... ................ _.....11.1-11.2 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 conditions4.2.3 Discrepancy in Documents.,,,._..2.5, 3.3.2, 6.14.2 Underground Facilities not indicated,,,....,., 4.3.2 Era ergencies...............................................I.....6.23 Equipment and Machinery Rental, Cost of the Work...........................................11.4.5.3 Fee --Cost Plus..........................11.4.5.6. 11.5.1, 11.6 General Warranty and Guarantee,.......................6.30 Hazard Communication Programs ............... 6.22 Indemnification .............._... _..6.12, 6.16, 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 .... .......... .......... .9.10, 10.4 obligation to perform and complete the Work 1.6.30 Patent Fees and Royalties, paid for by ................ 6.12 Performance and Other Bonds_...., .............. 5.1 Permits, obtained and paid for by ........... ............6.13 Progress Schedule___.....................2.6, 2.8, 2.9, 6.6, _.6,29, 10A, 15.2.1 Request for farmat decisionon disputes .............. 9.11 Responsibilities— Changes in the Work .........................._....,, 10.1 Concerning Subcontractors, Suppliers and Others.........._.............._..........6.8-6.11 Continuing the Work ,6.29, 10A CONTRACTORS expense_.. ............ .,.,„,.., 611 CONTRACTOR'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 ............................................... 6,23 ENGINEER's evaluation, Substitutes or "Or -Equal" Items., ....... .. ... .......... . 6.7.3 For Acts and Omissions of Others......,.. .............6.9. 1-6.9.2, 9.13 for deductible amounts,insurance_............. - 5.9 general, ............ _...... ................_6, 7.2, 7.3, 8.9 Hazardous Comm unication Program s _ _ _..... 22 Indemnification..... ..,._ __.. . 6.31-6,33 EJCDC GENF.;RAI, CONDITIONS 1910-8 (1990 MUM w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9091 Labor, Materials and Equipment.. ............ 6.3-6.5 Laws and Regulations.................................6.14 Liability Insurance, I ............................... A Article or Paragraph Num her Notice -of variation from Contract Documents.......................... _........ _... _ 6.27 Patent Fees :and Royalties .......... .. . ............... 6.12 Permits ................................... .................... 6.13 Progress Schedule .........................................6.6 Record Documents..m.................................... 6.19 related Work perfored prior to ENGINEER's approval of required submittals .............. ........................ . „._.,6.28 safe structural loading ....... ................... ....... 6,18 Safety and Protection ....................6.20, 7 2, 13.2 Safety Representative..6.21 .................... Scheduling the Work .............. I...................6.9.2 Shop Drawings and Samples,,,,,,,,,,,,,,,,,,,,,,, 6.24 Shop Drawings and Samples Review by ENGINEER .. _.. _............... _... ....... 6.26 Site Cleanliness..._.._....,_,.....__ ................... 6.17 Submittal Procedures ................................... 6.25 Substitute Construction Methods and Procedures, ........... ........................6.7.2 Substitutes and "Or -Equal" Items ................ 6.7.1 Superintendence . 6.2 Supervision..... _. _ _ _ ... _............. __ ... 6.1 Survival of Obligations ... ........... _..... ....... 6.34 Taxes,,,,, , ........ 6.15 ` Tests and Tnspections..._....................._......13.5 To Report ................................ 2.5 Use of Premises ._..._._._..,,__.6.16-6.18, 6.30.2.4 Review Prior to Shop Drawing or Sample Submittal..........._,_.._.............._....6.25 Right to adjustment for changes in the Work, ..... 10.2 right to claim ............ 4, 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 Safety and Protection .. ... ........ . _.. 6, 20-6.22, 7.2, 132 Safety Representative .... .............. I ...... ..............6.21 Shop Drawings and Samples Submittals.,_.,6.24-6.28 Special Consultants..... _,_1...... ..... ___.1....... .. 111.4.4 Substitute Construction Methods and Procedures 6.7 Substitutes and "Or -Equal" Items, Expense........ _............... .................6 T 1, 6.7.2 Subcontractors, Suppliers and Others_.........6.8-6.11 Supervision and Superintendence......6A, 6.2, 621 Taxes, Payment by._ ........ ,.._........ 6.15 Use of Premises ......... .............._.............., 6.16-6.18 Warranties and guarantees, 6.5, 6.30 Warranty of Title .................................... 14.3 Written Notice Required -- CONTRACTOR stop Work or term inate,„_„15.5 Reports of Differing Subsurface and Physical Conditions ,.,.... ........ ,...__, 4.23 Substantial Completicm...... .__........._...... viii .._.14.8 CONTRACTORS --other ................................ _............ 1 Contractual Liability Insurance, ........ ,...... ,_..,,.... ,. 5.4.10 Contractual Time Limits 12.2 Article or Paragraph Number Coordination— CONTRACTOR's responsibility,. ...... ..... .. ....... 6.9.2 Copies of Documents._... ....... ......... „_.....2.2 Correction Period .................................................. ] 3.12 Correction, Removal or Acceptance of Defective Work-- in general...................................10.4.1, 13.10-13.14 Acceptance of Defective Work ..........................13.13 Correction or Removal of Defective Work .................. ........._.... 6.30, 13.11 Correction Period ................................... ........1.3,12 OWNER May Correct Defective Work ...... _..... _13.14 OWNER May Stop Work ...... ......................... ..13.10 Cost -- of Tests and Inspections .................................... 13.4 Recordsll.7 Cost of the Work -- Bonds and insurance, additional 11.4.5.9 Cash Discounts..............................................1 L4.2 CONTRACTOR' Fee ................................... ....11.6 Employee Expenses......................................11.4.5.1 Exclusions to.._......_......................_......_._.....11.5 General 11.4-11.5 Home office and overhead expenses ........ _._.,_.... 11,5 Losses and damages ............... ........... ...... .._.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„ _ _.......I.......... _ 11.4.3 Records11.7 Rentals of construction equipment and machinery11A.5.3 Royalty payments, permits and license fees ............................................ 11.4.5.5 Site office and temporary facilities„..............11.4.52 Special Consultants, CONTRACTOR's, ......... ..11.4.4 Supplemental ..... ...._..... ___ _ .11,4.5 Taxes related tothe Work 11.4.5.4 Tests and Inspection ...,_, .,.__.. 13.4 Trade Discounts ............... ............................... 11.4.2 Utilities, fuel and sanitary facilities ..............11.4.5.7 Work after regular hours_._ ....... . ............. Covering Work._.......... _._.............. .........13.6-13.7 Cumulative Remedies, ...... .......... ........... .17.4-17S Cutting, fitting and patching..,. ............___T2 Data, to be furnished by OWNER_ ................ _.......83 Day --definition of ... .... .............. Decisions on Disputes,,._._ ............ ............. .....9.1 L 9,12 defective --definition of.... .... _.........___....._....... 1.14 defective Work -- Acceptance of ... .... ................. _........ ..... 10A.1, 13.13 EJCDC GENERAL, CONDITIONS 1910-8 (1990 EDITIONI w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Correction or Removal of......................jOAA, 13.11 Correction Period.........._................................13.12 in general.........................................13, 14.7, 14.11 Article or Paragraph Number Observation by ENGINEER,., _......................._ 9.2 OWNER May Stop Work.. .... ....................... 13.10 Prompt Notice of Defects. 13.1 Rejecting...........................................................9.6 Uncovering the Work.......................................13.8 Definitions ................................................................ I Delays ...........4.1, 6.29, 12.3-12.4 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 ENGINEER's Review ....................................... 4.2.4 Possible Contract Documents Change .............. 4.2.5 Possible Price and Times Adjustments, ............. 4.2.6 Discrepancies -Reporting and Resolving...............................2.5, 3.3.2, 6.14.2 Dispute Resolution-- greement._....................................16-1-16.6 Agreement ' Arbitration................................................. 16.1-16.5 generall6 Mediation...... _..................... _.... _..................1.6.6 Dispute Resolution Agreement_..............__„__.,16.1-16.6 Disputes, Decisions by ENGINEER,,,,,,,,,,,,,,_. 9.11-9.12 Documents -- Copiesof...........................................................2.2 Record 6.19 Reuseof ...... .......................................... _........ _ 3.7 Drawings --definition of_......................_._,_.....__...1.15 Easements .............................................................. 4.1 Effective date of Agreement -- definition of..............1.16 Emergencies,,,,,,,,,, , , , , , 6.23 ENGINEER -- as initial interpreter on disputes ................ ......... definition. of ....................................................... 1.17 Limitations on authority and responsibilities.... ... 9 13 Replacement of,, ...... .......... ... ......... . .......8.2 Resident Project Representative ... .. ..... ... . . .... „9.3 ENGINEER's Consultant -- definition of 1.18 ENGINEER's-- authority and responsibility, limitations on. _,,,.... .13 Authorized Variations in the Work ....................... 9.5 Change Orders, responsibility for.......93, 10, 11, 12 Clarifications and Interpretations...._.. , .3.6.3, 9.4 Decisions on Disputes___, defective Work, notice of .... ......................... .... 3.1 Evaluation of Substitute Items ............................. 6.7.3 Liability ....... ........ ............. ................ ... ...6.32, 9.12 Notice Work is Acceptable„ .......... .,_....._14.13 Observations .........___. .._.. 6.30.2, 92 O WNER's Representative........... ............ _.............9.1 Payments to the CONTRACTOR, Responsibility for......_.............................9.9, 14 Recommendation of Payment ............. ....... 14.4, 14.13 Article or Paragraph Number Responsibilities --Limitations on, _ „., ... .... _ 9.11-9.13 Review of Reports on Differing Subsurface and Physical Conditions.............................4.2.4 Shop Drawings and Samples, review responsibility.......................... ........... ......... 6.26 Status During Cmstruction-- authorized variations in the Work..................9.5 Clarifications and Interpretations .................9.4 Decisions on Disputes ......................._ 9.11-9.12 Determinations on Unit Price ........................ 9.10 ENGINEER as Initial Interpreter......_.. 9.11-9.12 ENGINEER's Responsibilities .... ............9.1-9.12 Limitations on ENGINEER's Authority and Responsibilities.............................9.13 OWNER's 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 .................................................. 9.2 Unit Price determinations .................................. 9.10 Visits to Site ......................................._............. 92 Written consent required.._ .... ............ .... .2, 9.1 Equipment, Labor, Materials and,,,,,,,,,,,,,,,,,,,,,,, .......... Equipment rental, Cost of the Work .................. 11.4.5.3 Equivalent Materials and Equipment....,. _.... ..... I ...... .7 error or omissions .................................................... 6.33 Evidence of Financial Arrangements ......................8.11 Explorations of physical conditions ........................4.11 Fee, CONTRACTOR's--Costs Plus .................. ,., , _. _,11.6 Field Order -- definition 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 allovences_................. ,., IL8 General Provisions„_......................................17.3-17.4 General Requirements -- definition. of.. ......... 1. ... ....... 1.20 principal references to........... ..2.6, 6.4, 6.6-6.7, 6,24 Giving Notice. ._,_...,._,,..17.1 Guarantee of Work --by CONTRACTOR 6.30, 14.12 Hazard Comm unication Programs ......I ..... _ _. .... 6.22 Hazardous Waste -- definition of _................ ........ 1.21 general . .... �. ._....,...4,5 OWNER'S responsibility for.___._,,,,,,, 8 to Ix EJCDC GENERAL -CONDITIONS 1910-9 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9199) Indemnification ............................. 6.12, 6.16, 6.31-6.33 Initially Acceptable Schedules ...... .............................19 Inspection -- Certificates of ......... ......... .- .... 9.13.4, 13.5, 14.12 Final 14.11 Article or Paragraph Number Special, required by ENGINEER ......................... 9.6 Tests and Approval.. ............... ......8 7, 13.3-13A Insurance -- Acceptance of by OWNER,_ ............................. 5.14 Additional, required by changes in the Work ........................................... 11.4.5.9 Before starting the Work..... ................................ 2.7 Bonds and --in general ................._.................... _.5 Cancellation Provisions ....................................... 5.8 Certificates of.__ ............. __27, 5,5.3, 5.4.11, 5.4.13, 5.6.5, 5.8, 5.14, 9.13.4, 14.12 completed operations.....................................5.4.13 CONTRACTORS Liability..................................5A CONTRACTORS objection to coverage ............. 5.14 Contractual Liability ................... _.:5.4.10 deductible amounts, CONTRACTOR's responsibility................................................ 5.9 Final Application for Payment .......................... 14.12 Licensed Insurers ................................................ 5.3 Notice requirements, material changes ........ 5:8, 10.5 Option to Replace........... _.. ......... ................. 5.14 other special insurances._. I .................. _._...... _5.10 OWNER as fiduciary for insureds.. , 5.12-5.13 OWNER's Liability ........................................... 5.5 OWNERS Responsibility ....... ...... I .......... ........8.5 Partial Utilization, Property Insurance. ,... ...1....._ 5.15 Property .... ........ Receipt and. Application of Insurance Proceeds ............................................... 5.12-5.13 Special Insurance ............................................. 5.10 Waiver of Rights......... _.............. _...-........I ...... 5.11 Intent of Contract Documents . . ..... .......... .... ..... _ 3.1-3.4 Interpretations and Clarifications ....... ......... _3.6.3, 9A Investigations of physical conditions............ _. _........ 4.2 Labor, Materials and Equipment_.,..... .._15.3-6.5 Lands -- and Easements ...................... _................ _....... _.8.4 Availability of ............ ... ... ........ .._._.......... p.1, 8.4 Reports and Tests,,,,__, ._.._.,....4 Laws and Regulations --Laws or Regulations -- Bonds.... ... ......................_..................__.5.1-52 Changes in the Work.... .... ... ...._........10.4 Contract Documents 3.1 CONTRACTOR'sResponsibilities........... ....._6.14 Correction Period, defective Work. 13.12 Cost of the Work, taxes, ............................ 114.5.4 definition of ,.......... ..,. 1.22 general6.14 Indemnification. _ _............... 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 ............ 6.8-6.11 Article or Paragraph Number Tests and Inspections- 13.5 Use of Premises .................................................. 6.16 Visits to Site ........................................................ 9.2 Liability Insurance-- CONTRACTORs ..................... _............. _. _...... 5.4 OWNERS ............................... ............................ . 5.5 Licensed Sureties and Insurers..... I ....... Liens -- Application for Progress Payment., ..... ...............1.4.2 CONTRACTORS Warranty of Title .... ....... ....... . 14.3 Final Application for Payment. ...............14.12 definition of ..................................................... 1.23 Waiver of Claim s 14.15 Limitations on ENGINEER's authority and responsibilities, _..... _........ 9.13 Limited Reliance by CONTRACTOR Authorized...................................................... 4.2.2 Maintenance and Operating Manuals-- Final Application for Payment, ...... .................. 1412 Manuals (of others) -- Precedence ..................... ,3.3.3.1 Reference to in Contract Documents.._ ...... _.. ..... .3.1 Materials and equipment -- furnished by CONTRACTOR .............................. 6.3 not incorporated in Work........_.___..,. _,,...„.,......14.2 Materials or equipment --equivalent ......................... 6.7 Mediation (Optional) ... ........... ... ................16.7 of Milestones --definition .... ...................................... 1,24 Miscellaneous -- Computation of Times........._.............................17.2 Cumulative Remedies,_ ........................... 17.4 Giving Notice................. _ .............................. I T I Notice of Claim ...................... _... _.................., .17.3 Professional Fees and Court Costs Included,,, ......... 17.5 Multi -prime contracts., 7 Not Shown or Indicated._._......................_____._.4.32 Notice of -- Acceptability of Project _.. _ _ „., ,,..... _ . ..... .......„14.13 Award, definition of ....... .............. 1.25 Claim._. ....................................................... 1.7.3 Defects,13.1 Differing Subsurface or Physical Conditions.._._. 42.3 Giving _...... ......._........ .... ._. 17.1 Tests and Inspections... 13.3 Variation Shop Drawing and Sample.................6.27 Notice to Proceed -- definition of ................._._...................._.....1.26 giving of....___..__ .............. . 2.3 E1CDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99i SECTION 00500 AGREEMENT FORMS 00510 Notice of Award 00520 Agreement 00530 Notice to Proceed 7/96 Section 00510 Page 1 Notification to Surety .................................. .......... _ 125 Observations, by ENGINEER ...........................6 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 ........................... 5.6.2 Option to Replace ................................................... 5.14 Article or Paragraph Number "Or Equal" Items......................................................6.7 Other work? Overtime Work --prohibition of...... .... ....................... 6.3 OWNER -- Acceptance ofdefective Work, ..... ........... appoint an ENGINEER ....................................... 8.2 as fiduciary.,, ..... _...... I .......................... 5.12-5.13 Availability of Lands, responsibility .................... 4.1 definition of ........................................................ 1.27 data, furnish.._......_.._ .............................. _..... 8.3 May Correct Defective Work ........................... 13.14 May refuse to make payment ..... ................. ,_...... 14.7 May Stop the Work.........................................13.10 May Suspend Work, Terminate ................ ..........8.8, 13.10, 15.1-15.4 Payment, make prompt....................8.3, 14.4, 14.13 performance of other work .................................. 7.1 permits and licenses, requirements..,,,.,,_,,, 6.13 purchased insurance requirements,,,,,, , ,,,5.6-5.10 OWNER's-- Acceptance of the Work__._.__ .......... ......._6.30.2.5 Change Orders, obligation to execute.,„_....8.6, 10.4 Communications ................................................. 8.1 Coordination of the Work ................................... 7.4 Disputes, request for decision ........_...,„,„.._,,,.,9.11 Inspections, tests and approvals,._. ....... 8.7, 13.4 Liability Insurance„. _,.. _...... _.................... 5.5 Notice of Defects ............................................... 13.1 Representative --During Construction, ENGINEER's Status ...................................... 9.1 Responsibilities -- Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material ................. 8.10 Change Orders... ....... .................._ .. Changes in the Work...__..,_,_.__.................10.1 communications..._...._ ... ....... ..... ......_ _.__...8.1 CONTRACTOR's responsibilities ....... .... ...... 89 evidence of financial arrangements_,..,...„. „8.11 inspections, tests and approvals .................... S.7 insurance ....................................................... 8.5 lands and easements....._ ...................__...._..8.4 prompt payment by... .... ...............................8.3 replacement of ENGINEER 8.2 reports and tests.... ..................... _ ........... _.. 9 4 stop or suspend Work, _,__........ 8.8, 1110, 15.1 terminate CONTRACTORs services 8.8. 152 separate representative at site.....,. ......1....9.3 testing, independent,,,,,,,,,,,,,, use or occupancy of the Work........_.._„....,,,., written consent or approval required ............................ ...........................13.4 $.15, 6.30.2.4, 14.10 ....I......9.1, 6.3, 11.4 *� EJCDC GENERAL CONDITIONS 1910-9 (1990 EDITION) w/ CITY OF PORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number written notice required.. ..... .............. 7.1, 9.4, 9.11, ....................................11.2, 11. 9, 14. 7, 15 A PCBs -- definition of......................................................1.29 general..............................................................4.5 O WNER's responsibility for.. Partial Utilization— defmitionof ....................................... _. _..........1.28 general6.30.2.4, 14.10 Property Insurance ............................................ 5.15 Patent Fees and Royalties ...................................... 6.12 Payment Bonds.... ... .. ..... 5.1-5.2 Payments, Recommendation of...............14.4-14.7, 14.13 Payments to CONTRACTOR and Completion -- Application for ProgressPayments..... ............ ....14.2 CONTRACTOR's Warranty of Title ......... .... I ..... 14.3 Final Application for Payment ..........................14.12 Final Inspection .... .. ........................................ 14.11 Final Payment and Acceptance,,,,,,,,,,,,,,, 14.13-14.14 general ........................ .......................... ......8.3, 14 Partial Utilization ............................................ 14.10 Retainage..........................................................142 Review of Applications for Progress Payments . .... .... ......................14.4-14.7 prompt payment..................................................8.3 Schedule of Values ..........................................„ 14.1 Substantial Completion ..................._.,_...,.,14.8-14.9 Waiver of Claims ............................................. 14.15 when paymentsdue ................................14.4, 14.13 withholding payment ........ ................................. 14.7 Performance Bonds .............................................. 5.1-5.2 Permits ....... ........,,,_6.13 Petroleum -- definition of.. ...... .................. ......... .... 1.30 general..............................................................4.5 OWNER's responsibility for ........ ,..... ,......... ......8,10 Physical Conditions -- Drawings of, in or relating to ....................._. 4.2. 1.2 ENGINEER's review ..................................... 4.2.4 existing structures_ .................................. _...... 4.2.2 general4.2.1.2................ ...... _...... . .......................... Notice of Differing Subsurface or,.... .... ........4.2.3 Possible Contract Documents Change...............4.2.5 Possible Price and Times Adjustments..............4.2.6 Reports and Drawings, ................ Subsurface and....................................................4.2 Subsurface Conditions......................_....4 2.1.1 Technical Data, Limited Reliance by CONTRACTOR Authorized _... 42.2 Underground Facilities -- general ................................ Not Shown or Indicaed ,,__, _.,._..,.,. ......... . 4.3.2 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 ..................................................... I Preliminary Schedules ............................................. 2.6 Premises, Use of... .... _........... .. ............. ..6.16-6.18 Price, Change of Contract,,, ,, ,,,,,,,, ,11 Price, Contract --definition of,,,,,,,,,,,,,,,,, __ .........,_.. L 11 Progress Payment, Applications for ........................ 14.2 Progress Payment--retainage.................................. �14.2 Progress schedule, CONTRACTOR's............ 2.6, 2.8, 2.9, .............. ..... 6 6, 6.29, 10.4, 15.2.1 Project--defmitionof 1.31 Project Representative-- ENGINEER's 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..............................6.20-6.21, 13.2 Punch list..........................................................14.11 Radioactive Material-- defintion of ............... 1.32 general4.5 OWNER's responsibility for........ .............. . ... .....8.10 Recommendation of Payment,................14.4, 14.5, 14.13 Record Documents ....................... .._._....,.,...6.19, 14.12 Records, procedures for maintaining .......... ............ .... 2.8 Reference Points..,...,_., , .4.4 Reference to Standards and Specifications of Technical Societies................._.,.,..,_._..,_.,.....3.3 Regulations, Laws and (or) .... .............. __..._ ..... 6.14 Rejecting Defective 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, 17.5 Removal or Correction ofDefective Work.............._13.11 rental agreements, OWNER approval required..11.4.5.3 replacement of ENGINEER, by OWNER .................... 3.2 Reporting and Resolving Discrepancies........_ ....................... 2. 5, 3.32. 6. 14.2 Reports -- and Drawings ..... .....:......_....................._..._.4.2.1 and Tests, OWNER's responsibility, , ,_ _ 8.4 Resident and Project Representative -- definition oi....__._...... ........._._...... _......_..... _1.33 provisionfor .... ................ ......... ........ ..................... ._9.3 EJCDC OENERAL CONDITIONS 1910-8 (1990 EDITION) w/ aT-Y OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number Resident Superintendent, CONfRACTOR's__..I ......,..6.2 Responsibilities_ CONTRACTOR's-in general ................................. 6 ENGINEER's-in general „_,_._.... I ........ ,____ .... _ 9 Limitations on.............................................P.13 OWNER's-in general., ................... ........... ...... 8 Retainage.............................................................1.4.2 Reuse of Documents ............................. _.................. 3.7 Review by CONTRACTOR: Shop Drawings and Samples Prior to Submittal ..........................6.25 Review of Applications for Progress Payments14.4-14.7 Right to an adjustment ... _....._...............................10.2 Rights of Way.....................................................__Al Royalties, Patent Fees and ........ .......................... _... 6.12 Safe Structural Loading._, ..................................... 6.18 Safety -- and Protection.. _....... ..... ........4.3.2, 6.16, 6.18, 6.20-6 21 7 2 13 2 genera]....................................................6.20-6.23 Representative, CONTRACTOR's....................... .21 Samples -- definition of., ....................... ................ ..........1.34 general .................._........_._........... _......6.24-6.28 Review by CONTRACTOR....._.............._.........6.25 Review by ENGINEER ...... .... ...... ......... 6,.26, 6.27 related Work,,,,,,,,,,,,,, ............................... . ._.._6,28 submittal of ................................................... 6,24.2 submittal procedures....._ ......... ..... ....................6.25 Schedule of progress .... ......... .. ... ...... 2.6, 2.8-2.9, 6.6, ....6.29, 10.4, 15.2.1 Schedule of Shop Drawing and Sample Submittals........... _._..............2.6, 2.8-2.9, 6.24-6.28 Schedule of Values.....................__...._2.6, 2.8-2.9, 14.1 Schedules -- Adherence to-, ........... .........152.1 Adjusti....................................... _......6.6 Change of Contract Times, .. . . ................... ...... 10.4 Initially Acceptable_..... ., ........_..,_2.8,2.9 Preliminary ............. ........... .......... . _..2.6 Scope of Changes .......... __ „_ ........... ._„ 103-10.4 Subsurface Conditions..._ ...................... 4.2.1.1 Shop Drawings -- and Samples, general, .,, . ................. ........ 6.24-6.28 Change Orders & Applications for Payments, and. ........9.7-9.9 definition of..__ .............. ___..1..35 ENGINEER's approval of ... .............................. 3.6,2 ENGINEER's responsibility for review..................................y.7, 6.24-6.28 related Work ............._. 6.28 review procedures.._2.8, 6.24-6.28 Article or Paragraph Number submittal required..................._.„....„_.,.,...,_....,..6.24.1 Submittal Procedures 6.25 use to approve substitutions.. ...... .... .. . .... _. .. _ .... 6.7.3 Shown or Indicated,_,_.,____. .. . ..................... Site Access.........__....._..................................7.2, 13.2 Site Cleanliness., .......................... .............. .......... 6.17 Site, Visits In— by ENGINEER...........................................9.2, 13.2 byothers..........................................................13.2 "special causes of loss" policy form, insurance .................. ...................................... 5.6.2 definition of....._................._..._.....................,1.36 Specifications— defination of....................................................1.36 of Technical Societies, reference to_., .... _,__. 3.3.1 precedence ............ 3.3.3 Standards and Specifications of Technical Societies ........................................ 3.3 Starting Construction, Before ---2.5-2.8 Starting the Work ............................ ....._............. 2.4 Stop or Suspend Work-- by CONTRACTOR ..... ............................. _......15.5 by OWNER ..................................... 8.8, 13.10, 15.1 Storage of in aterials .and equipment ........... . .... .... 4.1, 7.2 Structural Loading, Safety.. . .......... ...................... _.6.18 Subcontractor -- Concerning ............................................ ...6.8-6.11 definition of.....................................................1.37 delays....................._..................... ._............. 12.3 waiver of rights ....... .............. ..........................6.11 Subcontractors --in general. _ ,..,. _,.. _.. .. .. . ..... .......6.8-6.11 Subcontracts --required provisions..,,,,,.,5.11, 6,11, 11.4.3 Subm ittals-- Applications for Payment ......................... 14.2 Maintenance and Operation Manuals..............14.12 Procedures .......................................... ............ 6.25 Progress Schedules _..,,,.._..,,.......... _._........ 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, 2.8-2.9 Shop Drawings.. _......................... .... 624-6.28 Substantial Completion -- certification oF6.3023, 14.9-14.9 definition o£.....,,.,..._............. ......................... 1.38 Substitute Construction Methods or Procedures 6.7.2 Substitutes and "Or Equal" Items .,..... - ............. _„ 63 CONTRACTOR's Expense ,,,,.. 6.7.1.3 ENGINEER's Evaluation ................................. 6.7.3 "Or-F.qual __ ............... ....... ...... _...._67.1.t Substitute Construction Methods EICDC GENERA]. CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) Article or Paragraph Number or Procedures ............... _.... _....................,, 6.T2 Substitute Items ............................................. 6.7.1.2 Subsurface and Physical Conditions -- Drawings of, in or relathg to ........ ................. .2.1.2 ENGINEERS Review.. ............................ _.. 4.2.4 general.................................. ..................... 4 2 Limited Reliance by CONTRACTOR Authorized .................................................. 4.2.2 Notice of Differing Subsurface or Physical Conditions 4.2.3 Physical Conditions................................_...,.4.2.1.2 Possible Contract Documents Change...............4.2.5 Possible Price andTimes Adjustments...............4.2.6 Reports and Drawings ......._.............................4.2.1 Subsurface and ................................................... 4.2 Subsurface Conditions at the Site ..................... 4.2.1.1 Technical Data.................................................4.2.2 Supervision— CONTRACTORs responsibility .......... .. .. .. . ....... _ 6.1 OWNER shall not supervise .................... ............. 8.9 ENGINEER shall not supervise ................ 9.2, 9:13.2 Superintendence...................................................... 6.2 Superintendent, CONTRACTORS 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, ..........5.11, 6.8, 6.13, 7.4, 8.11, 9.3, 9,10 Supplementing Contract Documents....... . . . .. ..... .. ..... 3.6 Supplier— definition of,..._............................................1AO 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-- consenttofinal payment ...................... _.14.12, 14.14 ENGINEER has no duty to .... .......... _.... _,. ........ 9.13 Notification of_.._ ............._,,, - 10.5, 15.2 qualification of ........ .. „_ . ...... ,5.1-5.3 Survival of Obligations,,......, ....... ......... __._ 6.34 Suspend Work, OWNER May. _, „, _ _ _.... _.....,13.10, 15.1 Suspension of Work and Termination-,,.....,_ .............15 CONTRACTOR May Stop Work orTerminate...............................................15.5 OWNER May Suspend Work ......... ........... .......15.1 OWNER May Terminate. ......, . 15.2-15A Taxes --Payment by CONTRACTOR_._„_._.. . Technical Data -- Limited Reliance by CONTRACTOR _,_,.... . 4,12 Possible Price and Times Adjustments.,._,,,,_.._. 426 Reports of Differing Subsurface and Physical Conditions xiv Temporary construction facilities- .............. Article or Paragraph Number Term ination-- by CONTRACTOR ........... _......... _................. ..15.5 by OWNER ... _..... I .............. __$.8, 15.1-15.4 of ENGINEERS employment, .......... ...... ...... ____ _8.2 Suspension of Work-in general ......... .........15 Terms and Adjectives 3A Tests and Inspections -- Access to the Work, by others ............. .„_.......... 13.2 CONTRACTORS responsibilities,,,,,,,,,,,,, _..._..13.5 cost of 13.4 covering Work prior to,. ........ ................... 13.6-13.7 Laws and Regulations (or).......... , _„_..... _. I....... 13.5 Notice of Defects, ...... ,.......... .........................__13.1 OWNER May Stop Work ....................... _......,13.10 OWNERS independent testing, ......................... 13.4 special, required by ENGINEER ... ...... _.._...... 9.6 timely notice required ..........................._....,.,,.. 13.4 Uncovering the Work, at ENGINEERS request. . ........... - ........... .. ...... 13.8-13.9 Times -- Adjusting................................................... _.....6.6 Change of Contract ............................................ 12 Computation of., ..... ­ ................. ......17.2 Contract Times --definition of. _. _.,..,,. _„.,_......._, J.12 day Milestones_................ _......................... _... _......12 Requirements -- appeals................................................. 9.10, 16 clarifications, claims and disputes..............__.9.11, 1.1.2, 12 Commencement of Contract Times .................. 2.3 Preconstruction Conference__.. 2.8 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 of,......._................_........................1.41 Not Shown crIndicated.,,_____,..,,. _.,....______., 4.3.2 protection of ... ____ „ ......... „_ ..4.3, 6.20 Shown or Indicated _ .4.3.1 Unit Price Work -- claims..........................................._......... ...11.9.3 definition of ................................_ .................... 1.42 generall1.9, 14,1, 14.5 Unit Prices— general 11.3.1 Determination for ....... ..................._...9.10 Use of Premises.............._....._..__6.16, 6.18, 6.30.2.4 Utility owners ............... ..,6.13.6.20,7.1-T3,13.2 Utilization, Partial1 28, 5,15, 6.3022 4, 14.10 Value of the Work ....... .......... .......................... . . 113 Values, Schedule of., . .................. .... 2.6, 2.8-2.9, 14.1 EJCDC GENERAL CONDITIONS 1910-8 (1990 EDITION) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/991 Variations in Work --Minor Authorized.........................................6.25, 6.27, 9.5 Article or Paragraph Number Visits to Site --by ENGINEER .................................... 9.2 Waiver of Claims --on Final Payment ......................14.15 Waiver of Rights by insured parties..................5.11, 6.11 Warranty and Guarantee, General --by CONTRACTOR ................................................. 6.30 Warranty of Title, CONTRACTOR's.... ............. 14.3 Work -- Accessto ...................... .............................. ....... 1,3.2 byothers ............................................................... 7 Changes in the .................................................... ]0 Continuing the ......................... _........... _......... 6.29 CONTRACTOR May Stop Work or Terminate ................................................ 15.5 Coordination of .................................................... 7.4 Cost of the ...................................._...._.....11.4-11.5 definition of., ..... ....... ... ........................ .... 1.43 neglected by CONTRACTOR...........................1.3.14 other Work, ..... ........................ 7 OWNER May Stop Work ............................... ..13.10 OWNER May Suspend Work... ................. 13.10, 15.1 Related, Work at Site,,,,,,,,,,,,,,,,, , ,,,,,,,,,,,7.1-7.3 Startingthe........................................................2.4 Stopping by CONTRACTOR ........................... _ 15.5 Stopping by OWNER ...... ..... ......... ............. 15.1-15.4 Variation and deviation authorized, minor .... .......3.6 Work Change Directive -- claims pursuant to .................... .................... ....10.2 definition of ........................................................ 1.44 principal references to,,,,,,,,,,,,,,,, 3.5.3, 10.1-10.2 Written Amendment -- definition of ........................................................ 1.45 principal references to...............1.10, 3.5, 5.10,15.12, ..........I ............. 6.6.2, 6.8.2, 6.19, 10.1, 10A, 11.2, 12.1, 13,12.2, 14.7.2 Written Clarifications and Interpretations_................................3.6.3, 9.4, 9.11 Written Notice Required -- by CONTRACTOR ..... ........ .............7.1, 9.10-9.11, _...:.__....... _............ 10.4. 11.2, 12.1 by OWNER ......... __....... .9.1.0-9.11, 10.4, 11.2, 13.14 xv E]CDC GENERAL CONDITIONS 1910- a (1990 EDITION) wl CITY OF FORT COLLINS MODIFICATIONS (REV 9199) (This page left blank intentionally) XV1 EJCDC GENERAL CONDITIONS 1910- 8 (1990 EDQ7ON) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99) GENERAL CONDITIONS ARTICLE I --DEFINITIONS Wherever used in these General Conditions or in the other Contract Documents the following terms have the meanings indicated which are applicable to both the singular and plum] thereof: LL 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 —The written contract between OWNER and CONTRACTOR covering the Work to be performed, other Contract Documents are attached to the Agreement and made a part thereof as provided therein. 1.3. Application for Payment —The form 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 --Any material that contains more than one percent asbestos and is triable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health 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 Doannents—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). 1.7. Bidding Requirements --The advertisement or invitation to Biel, instructions to bidders, and the Bid form. 1.8 Bonds --Performance and Payment bonds and other instruments of security. 1.9 Change Order -A document recommended by ENGINEER, 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. 1.10, Contract Documents —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 Award) when attached as an exhibit to the Agreement, the Notice to Proceed, the Bonds, these General Conditions, the Supplementary Conditions, the Specifications and the Drawings as the EJCDC GENERAL CONDITIONS 1910-8 (1990 Eddie) wi CITY" OF FORT COLLINS MODIFICATIONS (REV 4/2000) same are more specifically identified in the Agreement, together with all Written Amendments, Change Orders, Work Change Directives, Field Orders and ENGR=- - ''s written interpretations and clarifications issued pursuant to paragraphs 3.5, 3.6.1. and 3.6.3 on or after the Effective Date of the Agreement. Shop Drawing submittals approved pursuant to paragraphs 6.26 and 6.27 and the reports and drawings referred to in paragraphs 4.2.1 and 42.2 are not Contract Documents. 1.11. 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 with paragraph 14.13. 1.13. CONTRACTOR --The person, firm or corporation with whom OWNER has entered into the Agreement. 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 assumed by OWNER at Substantial Completion in accordance with paragraph 14.8 or 14.10). 1.15. Drawings --The drawings which show the scope, extent and character of 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, Effective 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 Agreement. 1.18. ENGINEER's Consultant --A person firm or corporation having a contract with ENGINEER to furnish services as ENGINEER'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 ENGINEER which orders minor 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. 1.20, General Requirements —Sections of Division I of the Specifications. 1.21. Hazardous Waste —The term 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. 1.22.a. Laws and Regulations; Laws or Regulations --Any and all applicable laws, rules, regulations, ordinances, codes and orders of any and all governmental bodies, agencies, authorities and courts having jurisdiction. 1.22.b. Legal Holidays --shall be those holidays observed by the City of Fort Collins. 1.23. Liens —Liens, charges, security interests or encumbrances upon real property or personal property. 1.24. Milestone --A principal event specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. 1.25. Notice of Award --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. 1.26. Notice to Proceed -A written notice given by OWNER to CONTRACTOR (with a copy to ENGINEER) fixing the date on which the Contract Times will commence to run and on which CONTRACTOR shall start to perform CONTRACTORS obligations under the Contract Documents. 1.27. OWNER —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. 1.28. Partial Utilization —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. 1.29. PCBs --Polychlorinated biphenyls. 1.30. Petroleum --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 Matenal—Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of EJCDC GENERAL CONDITIONS 1910-8 (1990 Editicm) wI CITY OF FORT COLLINS MODIFICATIONS (REV 4P000) 1954 (42 USC Section 2011 et seq.) as amended from time to time. 1.32b. Regular Working Hours --Regular working hours are defined as 7:00am to 6:00 mt unless otherwise specified in the General Requirements. 1.33. Resident Project Representative —Tire 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 details applicable thereto. 1.37. Subcontractor —An individual, firm 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 a specified part thereof) has progressed to the point where, in the opinion of ENGINEER as evidenced by ENGINEER'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 as evidenced by ENGINEER's written 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. Suppher=A manufacturer, fabricator, supplier, distributor, materialman or vendor having a direct contract with CONTRACTOR or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. 1.41. Underground Facilities —All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments, andany encasements containing suchfacilities which have been installed underground to turnish 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 Work —Work to be paid for on the basis of unit prices. 1.43. Work --The entire completed construction or the various separately identifiable parts thereof required to be furnished under the Contract.Documems. Work includes and is the result of performing or famishing 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. Work Change Directive —A written directive to CONTRACTOR, issued on or after the Effective Date of the Agreement and signed by OWNER and recommended by ENGINEER, ordering an addition, 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 paragraph4.2 or 4.3 or to emergencies under paragraph6.23. A Work Change Directive will not change the Contract Price or the Contract Times, but is evidence that the parties 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 1.0.2. 1.45. Written Amembnent--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 nonengineering or nontechnical rather than strictly construction -related aspects of the Contract Docum ents. ARTICLE 2—PRELIMINARY MATTERS Delivery ofBontly: 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. Copies of Documents: 2.2. OWNER shall famish 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 toProeeed- 2.3. The Contract Times will commence to run on the thirtieth day after the Effective Date of the Agreement, or, ECDC GENERAL CONDITIONS 1910-8 (1990 E(ham) w/ CITY OF FORT COLLINS MODIFICATIONS (REV V2000) 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 In no vill the Gent et Time Starting the Work: 2.4. CONTRACTOR shall start to perform the Work on the date when the Contract Times commence to run, but no Work shall be done at the site prior to the date on which the Contract Times commence to run Before Starting Construction: 2.5. Before undertaking eachpart of the Work, CONTRACTOR shall carefully study and compare the Contract Documents and check and verify 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 thereby; however, CONTRACTOR 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: 2.6.1. a preliminary progress schedule indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified in the Contract Documents; 2.6.2. a preliminary schedule of Shop Drawing and Sample submittals which will list each required submittal and the limes 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 Engineer. 2.6.3. A preliminary schedule of values for all of the Work which will include quantities and prices of items aggregating the Contract Price and will subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments during construction. Such prices will include an appropriate amount of overhead and profitapplicable to each item of Work. 2.7. Before any Work at the site is started, CONTRACTOR snd 0119,II2 shall eaeh deliver to the ether OWNER, with copies to ENG]NEER certificates of insurance (and other evidence of insurance additional ---insured --may reasenably--request requested by OWNERI which CONTRACTOR and "•,'Tiz'D-v�_tive .. are is required to purchase and maintain in accordance with paragraphs 5.4 `. andT.'r. Preconatruction Conference: 2.8. Within twenty days after the Contract Times start to run, but before any Work at the site is started, a conference attended by CONTRACTOR, ENGINEER and others as appropr ate will be held to establish a working mderstariding 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 Schedules: 2.9. Unless otherwise provided in the Contract Documents, a i - says - fiefe , —, - � -she-firs.. e. em before any work at the site begins a conference attended by CONTRACTOR, ENGINEER and others as apprepEiete designated by OWNER will be held to review for acceptability to ENGINEER as provided below the schedules submitted in accordance with paragraph 2.6. and Division 1 - General Requirements. CONTRACTOR shall have an additional ten days 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 ENGINEER 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 ENGINEER 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 andprocessing the required submittals CONTRACTOR's schedule of values will be acceptable to ENGINEER as to form and substance. ARTICLE 3--CONTRACT DOCUMENTS: INTENT, AMENDING, 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 me 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 io E]CDC GENERAI. CONDITIONS 1910-8 (1990 E(6tion) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) describe a functionally complete Project (or part thereof) 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 be issued by ENGINEER as provided in paragraph9.4. 3.3. Reference to Standards and Specifications of Technical Societies; Reporting and Resohdng Discrepancies: 3.3.1. Reference to standards, specifications, manuals or codes of any technical society, organization or association, or 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 be otherwise specifically stated in the Contract Documents. 3.3.2. II, during the performance of the Work, CONTRACTOR. 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 ENGINEER in writing at 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 paragraph 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 stated in the Contract Documents or as may be provided by amendment or supplement thereto issued by one of the methods indicated in paragraph 3.5 or 3.6, the provisions of the Contract Documents shall 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 SECTION 00520 AGREEMENT THIS AGREEMENT is dated as of the 26th day of February in the year of 2007 and shall be effective on the date this AGREEMENT is signed by the City. The City of Fort Collins (hereinafter called OWNER) and Sinnett Builders, Inc. (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 partisdefined as the construction.of the P872 PFA General Contractor for Fire Station Expansion-PFA Administration Addition. The contract documents provide for the demolition of the existing pocket park and construction of a 7,650 square feet addition and the remodel of specified areas in the existing building and related site work and landscaping as detailed by the drawings and Addendums 1 & 2. 1.2 This Agreement is pursuant to the Work Order Agreement for PFA General Contractor for Fire Station Expansion; P-872 dated June 24, 2003. ARTICLE 2. ENGINEER The Project has been designed by Vaught Frye and Poudre Fire Authority, 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 within 306 calendar days 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 within 320 calendar days 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. 9/12/01 Section 00520 Page 1 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, CONTRACTOR 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 ENGINEERS Consultants, agents or employees any duty or authority to supervise or direct the farr shing 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 ENGINEER 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 as 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 ENGINEER any duty or authority to supervise or direct the furnishing 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. Amending and Supplementing. Contract Documents 3.5. The Contract Documents may be amended to provide for additions, deletions and revisions in the Work or to modify the terms 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) F1CDC GENERAL CONDIIIONS 191049 (1990 Edtim) wv CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 Order (pursuant to paragraph 9.5), 3.6.2. I NGINEERs approval of a Shop Drawing or Sample (pursuant to paragraphs 6.26 and 6.27), or 3.6.3. ENGINEERS written interpretation or clarification (pursuant to paragraph 9.4). Reuse of Documents: 3.7. CONTRACTOR, and any Subcontractor or Supplier or other person or organization performing or furnishing any of the Work under a direct or indirect contract with OWNER (i) shall not have or acquire any title to or ownership rights in any of the Drawings, Specifications or other documents (or copies of any thereof) prepared by or hearing the seal of ENGINEER or ENGINEERS Consultant, and (ii) shall not reuse any of such Drawings, Specifications, other documents or copies on extensions of the Project or any other project without written consent of OWNER and ENGINEER and specific written verification or adaptation by ENGINEER ARTICLE 4--AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS Availability ofLanrdc: 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 of or tiling a fneehefiie's lien Win- _ � a in aeeerdmce •: __ _ OWNER shall identify 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 changesin 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 OWNERS furnishing these lands, rights -of - way or easements, CONTRACTOR may make a claim therefor as provided in Articles 11 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.?. Subsur .face andPhysiealConditions: 4.2.1. Reports and Drawings: Reference is made to the Supplementary Conditions for identification of 4.2.1.1. 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. Physical 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 CONTRACTOR Authorized' Technical Data: CONTRACTOR may rely upon the general accuracy of the "technicaldata" 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, ENGINEER 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 422.2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings, or 4.223. any CONTRACTOR interpretation of or conclusion drawn from any "technical data" or any such data, interpretations, opinions or inform ation. 4.2.3. Notice of Differing Subsurface or Physical Conditions: If CONTRACTOR believes that 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 data" on which CONT'RACT'OR is entitled to rely as provided in paragraphs 42.1 and 4.2.2 is materially inaccurate, or 4.2.3.2. is of such a nature asto require a change in the Contract Documents, or 4.2.33diters materially from that shown or EJCDC GENERAL CONDITIONS 1910-9 (1990 Edilim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) indicated in the Contract Documents, or 4.2.3.4, is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Docum ents; then 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 permitted by paragraph 6.23), notify OWNER and ENGINEER in writing about such condition. CONTRACTOR shall not further disturb such conditions or perform 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 ENGINEER'S findings and conclusions. 4.2.5. Possible 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 Times Adl'ushwnts: An equitable adjustment in the Contract Price or in the Contract Times, or both, will be allowed to the extent that the existence of such uncovered or revealed condition causes an increase or decrease in CONTRACTOR'S cost of, or time requiredfor performance of, the Work; subject, however, to the following: 4.2.6.1 such condition must meet any one or more of the categories described in paragraphs 4.2.3.1 through 4.2.3.4, inclusive; 4.2.62, 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 119; and 4.2.6.4. CONTRACTOR shall not be entitled to any adjustmentin the Contract Price or Times if; 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 4.2.6.4.2. 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. CONTRACTOR failed 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 entitlement 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 11 and 12. However, OWNER, ENGINEER and ENGINEERS Consultants shall not be liable to CONTRACTOR for arty claims, costs, losses or damages sustained by CONTRACTOR on or in connection with any other project or anticipated project. 4.3. Physical Conditions —Underground Facilities: 4.3.1. Shown orindtcated: The information and data 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 furrushed 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 orcompleteness of any such information or data; and 4.3.12. The cost of all of the following will be includedin the Contract Price and CONTRACTOR shall have full responsibility for: (i) reviewing and checking all such information and data, (ii) locating all Underground Facilities shown or indicated in the Contract Documentr,(iii) coordination of the Work with the owners of such Underground Facilities during construction, and (iv) the safety and protection of all such Underground Facilities as provided in Nragraph6.20 and repairing any damage thereto resulting from the Work. 43.2. Not Shown or Indicated: 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, praffq y 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 623), identify the owner of such Underground Facility and EJCDC GENERAL CONDITIONS 1910-8 f1990 ENt,w) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) give written notice to that owner and to OWNER and ENGINEER. ENGINEER will promptly review the Underground Facility and determine the extent, 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 ENGINEER 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 paragraph 6.20. CONTRACTOR shall may be allowed an increase in the Contract Price 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 did 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 11 and 12. However, OWNER, ENGINEER and ENGINEERS 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 necessary 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 OWNER 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, Hazardous Waste or Radioactive Material: 4.5.1. OWNER shall be responsible for any Asbestos, PCBs, Petroleum, Hazardous Waste or Radioactive Material 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 any such materials brought to the site by CONTRACTOR, Subcontractors, Suppliers or anyone else for whom CONTRACTOR is responsible. G�'ii—li !R�!TTSRIaTS.If -. .. EJCDC GENERAL CONDITIONS 1910-8 (1990 Editkm) WI CITY OF FORT COLLINS MODIFICATIONS (REV 42000) ARTICLE 5--BONDS AND INSURANCE Performance, Payment and Other Bonds. 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 CONTRACTOR'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 are required by the Supplementary Conditions. All Bonds shall be in the form prescribed by the Contract Documents except 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 Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Audit Staff, Bureau of Government Financial Operations, U.S. Treasury Department, All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. 52. If the surety on any Bond famished 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 paragraph 5.1, CONTRACTOR shall within ten days thereafter substitute another Bond and surety, both of which must be acceptable to OWNER. 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 insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue Bonds or insurance policies for 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. CONTRACTORL shall deliver to OWNER, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to purchase and maintain in accordance with paragraph 5.4. OMq S Ha11 evidence of v••. uested-b.. "ten-, .TQT' uaa) other addifenaf D�rcd) which 9�. I p'M CONTRACTOR's Liability Insurance: SA. CONTRACTOR shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished 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 CONIRACTOWs, other obligations under the Contract Documents, whether it is to lie 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 any 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 bodily injury, occupational sickness or disease, or death of CONTRACTOR's employees; 5.4.3. claims for damages because of bodily injury, sickness or disease, or death of any person other than CONTRACTOWs employees; 3:" A.-.-.- claims ref damages oi�ed by oustemary (i}-Y any --Orson CQNTD nCTOP e0iff reasen�- -as-a-resak al an offse ens Oetly or n. 1)), feF e OF a other p en 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 5.4.9, include as additional insureds (subject to any customary exclusion in respect of professional liability), OWNER, ENGINEER, ENGINEER's 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 insureds; 5.4.9. 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 insurance; EICDC GENERAL CONDITIONS I910-8 (1990 EOitim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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 insurance 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 atleast 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 furnish 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 payment and one year thereafter). OWMR's Liability Insurance. 5.5. In addition to insurance required to be provided by CONTRACTOR under paragraph 5.4, OWNER, at OWNER's option, may purchase and maintain at OWNER'S expense OWNER's own liability insurance as will protect OWNER against claims which may arise from operations under the Contract Documents. Property Insurance. 56 rinses ethe.. ins pF .:AeA iR the cupple...erAa_ r.._,e.:....,. nnrnrcD shall rehase and ingagam property imwanee upm the Wewk at the site in the ametin Of ♦he f.11 ..e..l....e...e..« 609� . ULjeet «cc.__ 0--.mma....e 46.1.«:hleRRIOUPAS FAR5h., ....:AAA IR «hRegulatie*. This M-511-m-nee shall. 5.6.1. include the( interests— 9tlrNE1, GQG WRAOTQF Suboentraetors, _TTiL'CD entities ideAtifiGO- do- u. mn IsO eaeh e�.�sd5eoed4e4-an insurable-v rest end-shall-b�lis��eA-es-en-insured-er-eclditionel-insured; c <�t��n.�',yl, "all Fisk"and 11.&ER4 in IFENI-it Bad. shall MSIUR.5 agRIFBt at least eeveFage unka�elln�se�laHr=s-=<^avel—demeliFsan asses erred �iy anf lations, d _.I .....,L etL ,- _eJl.Zmay be 563 iiielade expenses imuffed in the -- feplaaameat of any timfed pfapattyE neludit lunitad—t harp e&—engmems _ea,d 5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to protect the interests of CONTRACTOR, Subcontractors or others in the W ESE e s6eL lees And if any eG the_. ...ashes prropert. :..sLwa_..e eHYCF9ge-iV-iaa+s- the -culcxr.>-or3acerr a noehTt.c^.,CRChI-ni8y Pl hase-UFAin in,--...tit-ih3@-pkke"L„"ed. ownp@ASB. EJCDC (iF.NERAJ. CONDITIONS 1910.8 (1990 Edition) 10 w/CITYOFFORT COLLINS MODIFICATIONS(REV4/2000) ,.Gtl.. 11I..-1. at dle SAO llANFA D ShR11 :_ insuranc ,1-12. 1n add:,:qU, ^QJA4Wmz.nn wail _righf. >:NGPl EcD Enrn-1w1RERI_ n.._....1L.._._ ,.[Give-.. d:-e..te-., e1.,.l1e5.0e9 .._d thenNfev 1e�uete-- mess-inEerruptior -less ofusp ath at ., „tial less extending L....e_d d:861 _L.,e.'.,..1 le.,.. GF d.,.,.e.f,. arising-eit-of or--rerulting-Erom-fie@-eF-AWE POr-A, whether t ipsafed by OWNER� an e mpked Project uer-parEtkt@rea , f-or resulting &A ... C.-.. a vaL....:_....-..d by GUYPFOP"HIUReaeetLe completed Us Die vet e_ rl ewes L.,.l (1\I IBR diarvlg---pertai utP,! t tF riaanE to parUgMplr1Q-1{i.... a{ter--FiUlNi9FHi£tt��nTpiet3(in Receipt and Appheation of Insurance Proceeds.• 5.12. Any insured loss under the policies of insurance required by paragraphs 5.6 and 5.7 will be adjusted with OWNER and made payable to OWNER as fiduciary for the insureds, as their interests may appear, subjectto the requirements of any applicable mortgage clause and of paragraph5.13, 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 Amendment. 5.13. OWNER as fiduciary shall have power to adjust and settle any 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 reached, OWNER as fiduciary shall adjust and settle the loss with the insurers and --if :eilm-ed in t. ....,,.cam., ...... Acceptance ofBondv and Insurance; Option to Replace: 5.14. If eith._ _afty iGVPHn ef r0wrrn n_mn_ OWNER has any objection to the coverage afforded by or other provisions of the Bends er insurance required to be purchased and maintained by the other CONTRACTOR in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the OWNER will notify CONTRACTOR in writing within ten fifteen days after reseip4 delivery of the certificates (ef-ethee-ev-ideaae requested) to OWNER. as required by paragraph 2.7. other such A'AditiOnA1—nfarmaHen is iaspest of insuraase SHeh BeGumeriYs, L V• L� nM'�. ,%'r4l igImier to the stail of the Xar Bonds-e>=-insuran��-kcrpeefeet-sueltetherparty's-vt6eres£s-a£ the e.._.ense of the pint ...LwasFeetwi-edh an�.or ; Lit t ueE) fe- adjust -tlte Partial Uti@mtion--ProperfvInsurance: 5.15. If OWNER fincks it necessary to occupy or use a portion or portions of the Work prior to Substantial EICDC GENERAL CONDITIONS 1910-8 (1990 Echum) w/ CITY OF PORT COLLINS MODIFICATIONS (REV 42000) Completion of all the Work, such use or occupancy may be accomplished in accordance with paragraph 14.1t7, 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 coverage necessitated 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. ARTICLE 6—CONTRACTOR'S Supervision and Superintendence: 6.1. CONTRACTOR shall supervise, inspect and direct the Work competently and efficiently, devoting such attention thereto and applying such shills 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 CONTRACTORSs representative at the site and shall have authority to act on behalf of CONTRACTOR All communications to the Superintendent shall be as binding as if given to CONTRACTOR Labor, Materials and Equipment: 6.3. CONTRACTOR shall provide competent, suitably qualified personnel 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 persons 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 given after prior written notice to ENGINEER. CONTRACTOR shall submit requests to the ENGINEER no less than 48 hours in advance of any Work to be performed on Saturday. Sun&, Holidays or outside the Regular Working Hours. 6.4. Unless otherwise specified in the General Requirements, CONTRACTOR shall famish and assume full responsibility for all materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities and all other facilities and incidentals necessary for the famishing, performance, testing, start-up and completion of the Work. 6.4.1. Purchasine Restrictions: CONTRACTOR must comply with the City's purchasing restrictions. A copy of the resolutions are available for review in the offices of the Purrhaain�o and Risk Manage_me ent Division or the City Clerk's office. 6.4.2. 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 bum hazardous waste as a fuel. 6.5. All materials and equipment shall be of good quality and new, except as otherwise provided in the Contract Documents. All warranties and guarantees specifically called for by the Specifications shall expressly run to the benefit of OWNER If required by ENGINEER, CONTRACTOR shall famish satisfactory evidence (including reports of required tests) as to the kind and quality of materials and equipment. All materials and eguiptnent shall be applied, installed, connected, erected, used, cleaned and conditioned in accordance with instructions of the applicable Supplier, except as otherwise provided in the Contract Documents. Progress Schedule. 6.6. CONTRACTOR shall adhere to the progress schedule established in accordance with paragraph 2.9 as it may be adjusted from time to time as provided below: 6.6.1. CONTRACTOR shall submit to ENGINEER for acceptance (to the extent indicated in paragraph 2.9) proposed adjustments in the progress schedule that will not change the Contract Times (or Milestones). Such adjustments will conform generally to the progress schedule then in effect and additionally will comply with any provisions of the General Requirements applicable thereto. 6.6.2. Proposed adjustments in the progress schedule that will change the Contract Times (or Milestones) shall be submitted in accordance with the requirements of paragraph12.1. Such adjustments may only be made by a Change Order or Written Amendmentin accordance with Article 12. 6.7. Substitutes and "Or-Equal"Items, 6.7.1. Whenever anitem of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function and quality required Unless the specification or description 12 EICDC GENERA[. CONDITIONS 1910-8 (1990 Editial) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4 Q 000) contains or is followed by words reading that no like, equivalent or "or -equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be accepted by ENGINEER under the following circumstances: 6.7.1.1. "Or -Equal" If in ENGINEER's sole discretion an item of material or equipment proposed by CONTRACTOR is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by ENGINEER as an "or -equal" item, in which case review and approval of the proposed item may, in ENGINEER's sole discretion, be accomplished without compliance with some or all of the requirements for acceptance of proposed substitute items. 6.7.1.2. Substitute Items. If in ENGINEER's sole discretion an item of material or equipment proposed.by CONTRACTOR does not qualify as an "or -equal" item under subparagraph 6.7.1.1, it will be considered a proposed substitute item. CONTRACTOR shall submit sufficient information as provided below to allow ENGINEER to determine that the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. The procedure for review by the ENGINEER will include the following as supplemented in the General Requirements and as ENGINEER may decide is appropriate under the circumstances. Requests for review of proposed substitute items of material or equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material or equipment, CONTRACTOR shall fast make written application to ENGINEER for acceptance thereof, certifying that the proposed substitute will perform adequately the functions and achieve the results called for by the general design, be similar in substance to that specified and be suited to the same use as that specified The application will state the extent, if any, to which the evaluation and acceptance of the proposed substitute will prejudice CONTRACTOR's achievement of Substantial Completion on time, whether or not acceptance of the substitute for use in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with OWNER for work on the Project) to adapt the design to the proposed substitute and whether or not incorporation or use of the substitute in connection with the Work is subject to payment of any license fee or royally. All variations of the proposed substitute from that specified will be identified in the application and available maintenance, repair and replacement service will be indicated. The application will also contain an itemized estimate of all costs or credits that will result directly or indirectly from acceptance of such substitute, including costs of redesign and claims of other contractors affected by the resulting change, all of which will be considered by ENGINEER in evaluating the proposed substitute. ENGINEER may require CONTRACTOR to furnish additional data about the proposed substitute. 6.7.1.3. CONTRACTOR's Expense: All data to be provided by CONTRACTOR in support of any proposed "or -equal" or substitute item will be at CONTRACTOR'S expense. 6.7.2. Substitute Construction Methods or Procedures: 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 means, method technique, sequence or procedure of construction acceptable to ENGINEER. CONTRACTOR shall submit sufficient information to allow ENGINEER, in ENGINEER'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 ENGINEER will be similar to 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 6.72. ENGINEER will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized without ENGINEER'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 CONTRACTOR'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 ENGINEER's Consultants in evaluating substitutes proposed or submitted by CONTRACTOR pursuant to paragraphs 6.7.12 and 6.7.2 and in making changes 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 ENGINEER's Consultants for evaluating each such proposed substitute item. 6_8. 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 indicated in paragraph 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 furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. EJCDC GENERAL. CONDITIONS 191 O-8 (1990 Edium) w/ CITY Or FORT COLLINS MODIFICATIONS (REV 4/2000) 6_9. CONTRACTOR shallyertorn not less than 20 percent of the Work with its own forces (that is. without subcontracting). The 20 Nrcent requirement. shall be understood to refer to the Work the value of which totals not less than 20 percent of the Contract Price. 6.8.2. It thStpplen eatery- C.enditiens Bidding 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 _a..._.... of the __etfie, date prior to the Effective Date of the Agreement for acceptance by OWNER and ENGINEER, -,a :r GGN 1 AG9:G has submitted a list diffeef OWNER's or ENGINEER's acceptance (either in writing or by failing to make written objection thereto by the date indicated for acceptance or objection in the bidding documents or the Contract Documents) of eFganizatien so identified may be reveked en in whTeh !`/lNTT'D A/`T LID gh'All si, „.:t an ENGINEER. No acceptance by OWNER or ENGINEER of any such Subcontractor, Supplier or other person or organizationshall constitute a waiver of any right of OWNER or ENGINEER to reject ckfective 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 organizations 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 ENGINEER and any such Subcontractor, Supplier or other person or organization, nor shall it create any obligation on the part of OWNER or ENGINEER to pay 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 any subcontractor, supplier or other person or organization evidence of amounts paid to CONTRACTOR in accordance with CONTRACTOR'S "Applications for Payment, 13 6.9.2. 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 ENGINEER through CONTRACTOR 6.10. The divisions and sections of the Specifications and the identifications of anDrawings shall not control CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any specific trade. 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an appropriate agreement between 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. additie prepet#y waufanee provided —in And the 6r aiteF or SupplieF will All Fights agaiinst OwmnD CONTRACTOR; VD S G-1 ants and All ath edditienal--wsw affisirig out of or resulting from any ILA 1V83I. if ILA itisurm en any _.eh pelf ies faquiFe 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 in the Contract Documents for use in the performance of the Work and if to the actual knowledge of OWNER or ENGINEER its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty 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, ENGINEER, ENGINEER's Consultants and the officers, directors, employees, agents and other consultants of each and any of them from and against all claims, costs, losses and damages arising out of or resulting from any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product or device not specified in the Contract Documents. EJCDC CFNERAt. CONDITIONS 1910.8 (1990 Ecktinn) 14 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4.2000) Permits 6.13. Unless otherwise provided in the Supplementary Conditions, CONTRACTOR shall obtain and pay for all construction 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 Agreement. CONTRACTOR shall pay all charges of utility owners for connections to the Work, and OWNER shall pay all charges of such utility owners for capital costs related thereto such as plant investment fees. 6.14. LawsandRegutabons: 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 ENGINEER shall be responsible for monitoring CONTRACTORS compliance with any Laws or Regulations. 6.142. If CONTRACTOR performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, CONTRACTOR shall bear all claims, costs, losses and damages caused by, arising out of or resulting therefrom; however, it shall not be CONTRACTOR's primary responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve CONTRACTOR of CONTRACTOR's obligations under paragraph 3.3.2. Taxes 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 place of the Project which are applicable during the performance of the Work. 6.15.), OWNER is exempt from Colorado State and local sales and use taxes on materials to be permanently incorporated into the proiect. Said taxes shall not be included in the Contract Price. Address: Color do Department ofRevenue State Capital Annex 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. 1) Substantial Completion: Two Hundred Dollars ($200) for each calendar day or fraction thereof that expires after the Three Hundred Six (306) calendar day period for Substantial Completion of the Work until the Work is Substantially Complete. 2) Final Acceptance: After Substantial Completion, zero($0) for each calendar day or fraction thereof that expires after the fourteen (14) calendar day 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: One Million Seven Hundred Eight Seven Four Hundred Ninetv Four Dollars ($1,787,494), in accordance with Section 00300, attached and incorporated herein by this reference. ARTICLE S. 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. 90% of the value of Work completed until the Work has been 50% completed as determined by ENGINEER, when the retainage equals 5% of 9/12/01 Section 00520 Page 2 1375 Sherman Street Denver, Colorado, 80261 Sales and Use Taxes for the State of Colorado Regional Transportation District (RTD) and certain Colorado counties are collected by the State of Colorado and are included in the Certification of Exemption. All applicable Sales and Use Taxes (including State collected taxes), on anv items other than construction and building materials physically incorporated into the project are to be paid by CONTRACTOR and are to be included in appropriate bid items. Use of Premises: 6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment and the operations 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 assume fall responsibility for any damage to any such land or area, or to the owner or occupant thereof or of any 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, ENGINEER, ENGINEER's Consultant and anyone directly or indirectly employed by any of them from and against all claims, costs, losses and damages arising out of or resulting from any claim or action legal or equitable, brought by any such owner or occupant against OWNER, ENGINEER or any other party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.17. During the progress of the Work, CONTRACTOR shall keep the premises free 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 front and about the premises 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 original condition. all property not designated for alteration by the Contract Documents. 6.18. CONTRACTOR shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall CONTRACTOR subject any part of the Work or adjacent property to stresses or pressures that will endanger it. Record Documents: ElCDC GENERA. CONDMONS 1910-8 (1990 Ec itimi w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 paragraph 9.4) 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 ENGINEER 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 initiating, maintaining and supervising all safety precautions and programs in connection with the Work. CONTRACTOR shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 6.20.1. all persons on the Work site or who may be affected by the Work; 6.20.2. all the Work and materials 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 shall 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. Al) damage, injury or loss to any property referredto in paragraphs 6.20.2 or 6.20.3 caused directly or indirectly, in whole or in part, by CONTRACTOR, any Subcontractor, Supplier or any other person or organization directly or indirectly employed by any of them to perform or furnish 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 ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable, and not attributable, directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, Supplier or other person or organization 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 ENGINEER has issued a 15 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. Safely Representative: 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: 6.22. CONTRACTOR shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers at the site in accordance with Laws or Regulations. Emergencies: 6.23. In emergencies affecting the safety or protection of persons or the Work or properly at the site or adjacent thereto, CONTRACTOR, without special instruction or authorization 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 thereby. 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 Sampler 6.24.1. CONTRACTOR shall submit Shop Drawings to ENGINEER 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 ENGINEER to review the information for the limited purposes required by paragraph 626. 6.24.2. CONTRACTOR shall also submit Samples to ENGINEER for review and approval in accordance with said accepted schedule of Shop Drawings and Sample submittals. Each Sample will 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 EXT)COENERAL CONDITIONS 1910.8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) purposes required by paragraph6,26. The numbers of each Sample to be submitted will be as specified in the Specifications. 6.25. Submittal Procedures: 6.25.1. Before submitting each Shop Drawing or Sample, CONTRACTOR shall have determined and verified: 6.25.1.1. all field measurements, quantities, dimensions, specified performance criteria, installation requirements, materials, catalog numbers and similar information with respect thereto, 6.25.1.2. all materials with respect to intended use, fabrication, shipping, handling, storage, assembly and installation pertaining to the performance of the Work, and 6.25.1.3. all information relative to CONTRACTOR'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. 6.25.2. Each submittal will bear a stamp or specific written indication. that CONTRACTOR has satisfied CONTRACTOR's obligations under the Contract Documents with respect to CONTRACTOR's 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 cause a specific notation to be made on each Shop Drawing and Sample submitted to ENGINEER for review and approval of each such variation 6.26. ENGINEER will review and approve Shop Drawings and Samples in accordance with the schedule of Shop Drawings and Sample submittals accepted by ENGINEER as required by paragraph 29. ENGINEER's review and approval will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. ENGINEER's review and approval will not extend to means, methods, techniques, 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 number 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 ENGINEER on previous submittals. 6.27. ENGINEER's review and approval of Shop Drawings or Samples shall not relieve CONTRACTOR from responsibility for any variation from the requirements of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such variation at the time of submission as required by paragraph 6.25.3 and ENGINEER has given written approval of each such variation by a specific written notation thereof incorporated in or accompanying the Shop Drawing or Sample approval; 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 ENGINEER as required by paragraph2.9, any related Work performed prior to ENGINEER's review and approval of the pertinent submittal will be at the sole expense and responsibility of CONTRACTOR. Continuing the Work: 6.29. CONTRACTOR shall Cary 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. CONTRACTOR's General Warranty and Guarantee: 6.30.1. CONTRACTOR warrants and guarantees to OWNER, ENGINEER and ENGINEER's Consultants that all Work will be in accordance with the Contract Docutents and will not be defective. CONTRACTOR's warranty 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 6.30.1.2. normal wear and tear under normal usage. 6.30.2. CONTRACTOR'S obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents: 6.30.2.1. observations by ENGINEER; 6.30.2.2. 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; 6.30.2.4. use or occupancy of the Work or any part thereof by OWNER; 6.30.2.5. any acceptance by OWNER or any failure to do so; 6.30.2.6. any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice of acceptability by ENGINEER pursuant to paragraph 14.13; 6.30.2.7. any inspection, test or approval by others; or 6.30.2.8. any correction of defective Work by OWNER - Indemnification: 6.31. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall indemnify and hold harmless OWNER, ENGINEER, ENGINEER's Consultants and 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 fees 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, loss 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 (it) 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 perforn or famish any of the Work or anyone for whose 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 party 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 consultants, agents, officers, directors or employees by any employee (or the survivor or personal representative of such employee) of CONTRACTOR, any Subcritractor, any Supplier, any person or organization directly or indirectly employed by EJCDC GENERAL CONDITIONS 1910-8 ( I990 Edition) 17 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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 paragraph 6.31 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, Supplier or other person or organization under workers' compensation acts, disability- benefit acts or other employee benefit acts. 6.33. The indemnification obligations of CONTRACTOR under paragraph 6.31 shall not extend to the liability of ENGINEER and ENGINEER's Consultants, officers, directors, employees or agents caused by the professional negligence, errors or omissions of any of them. Survival ofObligationss 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 obligations indicated in the Contract Documents, will survive final payment, completion and acceptance of the Work and termination or completion of the Agreement. ARTICLE 7--OTHER WORK ReWed Work at Site: 7.1. OWNER may perform other work related to the Project at the site by OWNER's own forces, or let 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 CONTRACTOR prior to starting any such other work and (ii) CONTRACTOR may make a claim therefor as provided in Articles 11 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 OWNER's employees) 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 Workwith theirs. Unless otherwise provided in the Contract Documents, CONTRACTOR shall do all cutting 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 ENGINEER and the others whose work will be affected. The duties and responsibilities of CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable EICDC GENERAL CONDITl ONS 1910-8 (1990 E(itial) Is w! CITY OF FORT COLLINS MODIFICATIONS (REV 42000) provisions for the benefit of CONTRACTOR in said direct contracts between OWNER 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 CONT.RACTOR's Work. CONTRACTOR's failure so to report will constitute an acceptance of such other work as fit and proper for integration with CONTRACTOR's Work except for latent or nonapparent defects and deficiencies in such other work. Coordination: 7A If OWNER contracts with others for the performance of other work on the Project at the site, the following will be set forth in Supplementary Conditions: 7.4.1. the person, firm or corporation who will have authority and responsibility for coordination of the activities among the various 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 coordination. ARTICLE 8--OWNER'S RESPONSIBILITIES 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 the employment of ENGINEER, OWNER shall appoint an engineer whose status under the Contract Documents shall be that of the former ENGINEER. 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 and 14.13. 8.4. OWNER's duties in respect of providing lands and easements and providing engineering surveys to establish reference points are set forth in paragraphs 4.1 and 4.4. Paragraph4.2 refers to OWNERSs identifying and making available to CONTRACTOR copies of reports of explorations and tests of subsurface conditions 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 Contract Documents. 8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.4. 8.7. OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in paragraph 13.4. 8.8. In connection with OWNER's right to stop Work or suspend Work, see paragraphs 13.10 and 15.1. Paragraph 15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain circumstances. 8.9. The OWNER shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR'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. OWNER will not be responsible for CONTRACTOR's failure to perform or fuunish the Work in accordance with the Contract Documents. ARTICLE 9—ENGINEER'S STATUS DURING CONSTRUCTION OWNER's Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. The 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 ENGINEER. Visits to Site: 9.2. ENGINEER will make visits to the site at intervals appropriate to the various stages of construction as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the progress ESCDC GENERAL CONDITIONS 1910-5 (1990 E(Lttm) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) that has been made and the quality of the various aspects of CONTRACTOR'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. ENGINEER will not be required to make exhaustive or continuous on - site inspections to check the quality or quantity of the Work. ENGINEER'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 d?feci ve Work. ENGINEER's visits and on -site observations are subject to all the limitations on ENGINEER's authority and responsibility set forth in paragraph 9.13, and particularly, but without limitation, during or as a result of ENGINEER's on -site visits or observations of CONTRACTOR's Work ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR'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 ENGINEER agree, ENGINEER will furnish a Resident Project Representative to assist ENGINEER 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 paragraphs 9.3 and 9.13 aPA in the SqVlemeittafy 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 am paragraph 9.3 of these General Conditions. If the ENGINEER furnishes a Resident Protect Representative MF_R) or other assistants, or if the OWNER designates a Representative or agent, all as provided in paragraph 9.3 of the General Conditions, these Representatives shall have the authority and limitations as provided in paragraph 9.13 of the General Conditions and shall be subject to the following: 9.3.1. The Representative's dealings in matters pertaining to the on -site work will, in general, be with the ENGINEER and CONTRACTOR But. the Representative will keep thee —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 CONTRACTOR. 9.3.2. Duties and Responsibilities Representative will: 9.3.2.1. Schedules - Review the progress 19 schedule and other schedules prepared by the CONTRACTOR and consult with the ENGINEER concerning accepmbility. 9 3 2 2 Conferences and Meeting - Attend meeting with the CONTRACTOR such as preconstruction conferences, progress meet mac and other lob conferences and prepare and circulate copies of minutes of meetings. 9.3.2.3. Liaison 9.3.2.3.1. Save as ENGINEER'S liaison with CONTRACTOR, working principally through CONTRACTOR'S superintendent to assist the CONTRACTOR in understand ne the Contract Documents. 9 3 2 3 2 Assist in obtaining from OWNER additional details or information when required, for proper execution of the Work. 9 3 ? 3 3 Advise the ENGINEER and CONTRACTOR of the commencement of pny Work requiring a Shop Dmwim or sample submission if the submission has not been approved by the ENGINEER 9 3 2 4 Review of Work. Rejection of Defective Work. Inspections and Tests - 9.3.2.4.1. Conduct on -site observations of the Work in progress to assist theENGINEER in determining that the Work is proceeding in accordance with the Contract Documents. 9 3 2 4 3. Accompany visiting inspectors representing public or other agencies having j_misdiction over the Proiect record the results of these inspections and renort to the ENGINEER. 9.3.2.5. Interpretation of Contract Documents. Report to ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to CONTRACTOR clarification and interpretation of the Contract Documents as issued by the ENGINEER. 9.3.2.6. Modifications. Consider an_d evaluate CONTRACTOR'S suggestions for EJCDC GENERAL CONDITIONS 1910-8 (1990 Ed tim) 20 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) modification in Drawings or Specifications and m5report these recommendations to ENGINEER. atel}= transmit to CONTRACTOR decisions issued by the ENGINEER 9.3.2.7. Records. 9.3.2.8 Reeports. 9 3 2 8.1 Fumish ENGINEER periodic reports, as required, of the progress of the Work and of the CONTRACTOR'S comQliance with the pro rp ess schedule and schedule of shop Drawing and sample submittals. 9.3.2.8.2. Consult with ENGINEER in advance of scheduling maior tests, inspections or start of important phases of the Work. 9.3.2-8.3. Draft proposed Change Orders and Work Directive Changes, obtaining backup material from the CONTRACTOR and recommend to ENGINEER Change Orders, Work Directive Chames and field orders. 9.3.2.8.4. Report immediately to ENGINEER and OWNER the occurrence of any accident. 9.3.29. Pavment Requests. Review applications for payment with CONTRACTOR for compliance withthe established Procedure for their submission and forward with recommendation. to ENGINEER noting particularly the relationship of the payment requested to the schedule of values, work completed and materials and ui ment delivered at the site but not incorporated m the Work. 9.3.2.10. Comuletion 9.3.2.10.1. Before ENGINEER issues a Certificate of Substantial Completion submit to CONTRACTOR a list of observed items requiring correction or completion 9.3.2.10.2. Conduct final inspection in the company of the ENGINEER OWNER and CONTRACTOR and prepare a final list of items to be corrected or completed. 9.3 2.10.3. Observe that all items on the final list have been corrected. or completed and make recommendations to ENGINEER concerning acceptance. 9.3.3. Limitation of Authority: The Representative shall not: 9.3.3.1. Authorize any deviations from the Contract Documents or accept any substitute materials or equipment unless authorized by the ENGINEER 9.3.3.2. Exceed limitations of ENGINEER'S authority as set forth in the Contract Documents 9.3.3.3. 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 any aspect of the means, methods, techniques, sequences or procedures for construction Unless such is specifically called for in the Contract Documenits 9.3.3.5. Advise on or issue directions regarding or assume control over safety precautions and programs in connections with the Work. 9_3.3.6. Accept ShOD Drawings or sample bmltta suls from anvone other than the CONTRACTOR 9.11T Authorize OWNER to occupy the Work in whole or in Dart 9.3.3.8. Participate in specialized field or laboratory tests or inspections conducted by others except as specifically authorized by the ENGINEER. Clarifications and Interpretations: 9.4 ENGINEER will issue with reasonable promptness such written clarifications or interpretations of the EJCDC GENERAL CONDITIONS 1910-8 (1990 EcbUw) w/ CTTY OF FORT COLLINS MODIFICATIONS (REV 4/2000) requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER 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 extent thereof; if any, OWNER or CONTRACTOR may make a written claim therefor as provided in Article 11 or Article 12. Authorized Variations in Work: 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 Contract Documents. These maybe accomplished by a Field Order and will be binding on OWNER and also on CONTRACTOR who shall perform the Work involved promptly. If OWNER or CONTRACTOR believes that a Field Order justifies 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 in Article 11 or 12. Rejecting Defective Work: 9.6. ENGINEER will have authority to disapprove or reject Work which ENGINEER believes to be defective, or that ENGINEER believes will notproduce a completed Project that conforms to the Contract Documents 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 and Payments 9.7. In connection with ENGINEER'S authority as to Shop Drawings and Samples, see paragraphs 6.24 through 6.28 inclusive. 9.8. In connection with ENGINEER'S authority as to Change Orders, see Articles 10, 11, and 12. 9.9. In connection with ENGINEER's authority as to Applications for Payment, see Article 14. Determinationsfor Unit Prices 9.10. ENGINEER will determine the actual quantifies and classifications of Unit Price Work performed by CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGINEER'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 delivers to the other and to ENGINEER written notice of intention to appeal from ENGLNEER's decision and: (i) an appeal from ENGINEER'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 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 tights or remedies as the appealing party may have with respect to ENGINEER'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 Disputes.- 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 matters 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 11 and 12 in respect of changes in the Contract Price or Contract Times will be referred initially to ENGINEER 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 ENGINEER and the other party to the Agreement promptly (but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and written supporting datawill 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 patty 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 party's submittal, if any, in accordance with this paragraph. 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 ENGINEER'S decision is taken within the time limits and in accordance with the procedures set forth in EXHIBIT GC -A, "Dispute Resolution Agreem ent", entered into between OWNER and CONTRACTOR pursuant to Article 16, or (ii) if no such Dispute Resolution Agreement has been entered into, a written notice of intention to appeal from ENGINEER's written decision is delivered by OWNER or CONTRACTOR to the other and to ENGINEER within thirty days 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 paws and Regulations within sixty days of the date of such 22 EICDCGENERAL. CONDIT] ONS 1910-8(1990 Edition} w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) decision, unless otherwise agreed in writing by OWNER and CONTRACTOR. 9.12. When functioning as interpreter and judge under paragraphs9.10 and 9.11, ENGINEER will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation 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 fmal 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 matter. 9.13. Limitations on ENGINEER'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 exercise such authority or responsibility or the undertaking exercise or performance of any authority or responsibility by ENGINEER shall create, impose or give rise to any duty owed by ENGINEER to CONTRACTOR, any Subcontractor, any Supplier, any other person or organization, or to any surety for or employee or agent of any of them. 9.13.2. ENGINEER will not supervise, direct, control or have authority over or be responsible for CONTRACTOR'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. ENGINEER will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. 9.13.3. ENGINEER 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. ENGINEER'S review of the final Application for Payment and accompanying documentation and all maintenance and operatir* instructions, schedules, guarantees, Bonds and certificates of inspection tests and approvals and other documentation required to be delivered by paragraph 14.12 will 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 Invitations upon authority and responsibility set forth in this paragraph 9.13 shall also apply to ENGINEER's Consultants, Resident Project Representative and assistants. ARTICLE 10—CHANGES 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, deletions or revisions in the Work. Such additions, deletions or revisions will 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 Price 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 1 or Article 12, 10.3. CONTRACTOR shall not be entitled to an increase in the Contract Price or an extension of the Contract Times 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 case 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 13.1.3 or correcting defective Work under paragraph 13.14, or (in) agreed to by the parties; 1042. changes in the Contract Price or Contract Times which are agreed to by the parties; and 10.4.3. changes in the Contract Price or Contract Times which embody the substance of arty written decision rendered by ENGINEER pursuant to paragraph 9.11; 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 appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as provided in paragraph 6.29. 10.5. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not 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 11--CHANGE OF CONTRACT PRICE 11.1. The Contract Price 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 CONTRACTORS expense without change in the Contract Price. 11.2. The Contract Rice may only be changed by a Change Order or by a Written Amendment Any claim for an adjustment in the Contract Rice shall be based on written notice delivered by the party making the claim to the other parry 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 with supporting data shall be delivered within sixty days after the start of such occurrence or event (unless ENGINEER allows additional 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 Rice shall be determined by ENGINEER in accordance with. paragraph 9.11 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 paragraph 112. 11.3. The value of any Work covered by a Change Order or of any claim for an adjustment in the Contract Price will be determined as follows: 11.3.1. 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 EJCDC GENERAL CONDITIONS 1910-3 (1990 Edhtim) 23 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) 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 sum is no 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 the Work: 11.4. The term 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 itemized in paragraph 11.5: 11.4. ]. Payroll costs for employees inthe direct employ of CONTRACTOR in the performance of the Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such employees shall include without limitation superintendents, foremen and other persorarel employed full-time at the site. Payroll costs for employees not employed full-time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall inalude,but net be lim ited to; salaries and wages plus the cost of fringe benefits which shall include social security contributions, unemployment, excise and payroll taxes, workers' compensation, health and Fetifern benefits beau es siege leave, . .,_a heliday __y applicable thereto. The expenses of performing Work after regular working hours, on Saturday, Sunday or legal holidays, shall be included in the above to the extent authorized by OWNER. 114.2. 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 connection 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. All 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, E1CDC GENERA. CONDITIONS 1910-8 (1990 Editim) 24 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 40000) 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 ENGINEER, which bids, if any, will be accepted. If any subcontract provides that the Subcontractor is to 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 CONTRACTOR'S Cost of the Work and fee as provided in paragraphs ] 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 following: 11.4.5.1. 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 are consumed in the performance of the Work, and cost less market value of such items used but not consumed which remain the property of CONTRACTOR 11.4.5.3. Rentals 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 transportation, loading, unloading, installation, 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. 11.4.5.4. Sales, consumer, use or similar taxes 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 then[ may be liable, and royalty payments and fees for permits and licenses. 11.4.5.6. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by CONTRACTOR in connection with the 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 100% of the Work completed. 90% 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 sufficient to increase total payments to CONTRACTOR to 950-. 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. 9/12/01 Section 00520 Page 3 performance and furnishing of the Work (except losses and damages within the deductible amounts of property insurance established by OWNER in accordance with paragraph 5.9), provided they have resulted from causes other than the negligence of CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of theta or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of OWNER No such losses, damages and expenses shall be included in the Cost of the Work for the purpose of determining CONTRACTOR's fee. It however, any such loss or damage requires reconstruction and CONTRACTOR is placed in charge thereof; CONTRACTOR shall be paid for services a fee proportionate to thatstated in paragraph 11.6.2, 11.4.53. The cost of utilities, fuel and sanitary facilities at the site. 11.4.5.8. Mina 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. 11.5. The tens Cost of the Work shall not include any of the following: 11.5.1. Payroll 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, expediters, timekeepers, clerks and other personnel employed by CONTRACTOR whether at the site or in CONTRACTOR'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 11.4.4—all of which are to be considered administrative costs covered by the CONTRACTOR's fee. 11.52. Expenses of CONTRACTOR's principal and branch offices other than CONTRACTOR's office at the site. 11.5.3. Any part of CONTRACTOR'S capital expenses, including interest on CONTRACTORS capital employed for the Work and charges against CONTRACTOR for delinquent payments. 11.5.4. Cost of premiums for all Bonds and 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). EICDC GENERAL CONDITIONS 1910-8 (1990 Ednan) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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 ads any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied and making good 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 fixed fee; or 11.6.2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: 11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, the CONTRACTOR's fee shall be fifteen percent, 11.6.2.2, for costs incurred under paragraph 11.4.3. the CONTRACTOR's fee shall be five percent; 11.6.2.3. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee 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 11.4.1 and 11.4.2 and that any higher tier Subcontractor and CONTRACTOR will each be paid a feee€-fwo-p the next lewef tier Sttbe__ rsetef; to be neeotiated in good faith with the OWNER but not to exceed five percent of the amount paid to the next lower tier Subcontractor. 11,6.2.4no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and 11.5, 11.6.2.5. the amount of credit 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 CONTRACTOR's fee by an amount equal to five percent of such net decrease; and 11.6.2.6. when both additions and credits are involved in any one change, the adjustment in CONTRACTOR's 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. 11.T Whenever the cost of anv Work is to be 25 determined pursuant to paragraphs 11.4 and 11.5, CONTRACTOR will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in form acceptable to ENGINEER an item ized cost breakdown together with supporting data. Cash Allowances: 11.8. 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 ENGINEER 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 Price and not in the allowances and no demand for additional payment on 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 Price shall be correspondingly adjusted. 11.9. Unit Price Work.• 11.9.1. Where the Contract Documents provide that all or partof 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 estimates] 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. Determinations of the actual quantities and classifications of Unit Price Work performed. by CONTRACTOR will be made by ENGINEER in accordance with paragraph 9.10. 119.2. Each unit price will be deemed to include an amount considered by CONTRACTOR to be adequate to cover CONTRACTOR's overhead and profit for each separately identified item. 119.3.OWNER or CONTRACTOR may make a claim for an adjustment in the Contract Price in accordance with Article I if: 11.9.3.1. the quantity of any item of Unit Price Wok performed by CONTRACTOR differs materially and significantly from the estimated quantity of such item indicated in the Agreement; �6 EJCDCGFNERAL CONDITIONS 1910-8 (1990 Edition) - w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4Q 000) 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 discretion without affecting the Contract Price of any remaining item so long as the deletion or addition does not exceed twenty-five cercent of the original total Contract price. ARTICLE 12--CIIANGE OF CONTRACT TIMES 12.1. The Contract Times (or Milestones) may only be changed by a Change Order or a Written Amendment. Any claim for anadjustment of the Contract Times (or Milestones) 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 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 claimants 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 Milestones) shall be determined by ENGINEER in accordance with paragraph.9.11 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 paragraph 12.1. 12.2. All time limits stated in the Contract Documents are of the essence of the Agreement. 12.3. Where CONTRACTOR is prevented front completing any part of the Work within the Contract Times (or Milestones) due 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 work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions or acts of Gal. 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 Milestones) in an amount equal to the time lost due to such delay shall be CONTRACTOR'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 organization, 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, foes, floods, epidemics, abnormal weather conditions, acts of God or acts or neglect by utility owners or other contractors performing other work as contemplated by Article 7. ARTICLE 13--TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.1. Notice of Defects: Prompt notice of all defective Work of which OWNER or ENGINEER have actual knowledge will be given to CONTRACTOR. All defective Work may be rejected, corrected or accepted as provided in this Article 13. Access to Work: 13.2. OWNER, ENGINEER, ENGINEER's Consultants, other representatives and personnel of OWNER, independent testing laboratories and governmental agencies with jurisdictional interests will have access to the Work at feasenable-titnes for their observation, inspecting and testing. CONTRACTOR shall provide them proper and safe conditions for such access and advise them of CONTRACTOR's site safety procedures and programs so that they may comply therewith as applicable. Tests and Inspections 13.3. CONTRACTOR shall give ENGINEER 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 pay for the services of 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 GENERAL CONDITIONS 191049 (1990 E.ditiml w/ CITY OF PORT COLLINS MODIFICATIONS (REV 4/2000) below shall be paid as provided in said paragraph 13.9; and 13.4.3. as otherwise specifically provided in the Contract Documents. 13.5. If 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, CONTRACTOR shall assume full responsibility for arranging and obtaining such inspections, tests or approvals, pay all costs in connection therewith, and furnish ENGINEER 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 ENGINEERS acceptance of materials or equipment to be incorporated in the Work, or of materials, mix designs, or equipment submitted for approval prior to CONTRACTOR's purchase thereof for incorporation in the Work. 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 of ENGINEER, it must, if requested by ENGINEER, be uncovered for observation. 11T Uncovering Work as provided in paragraph 13.6 shall be at CONTRACTOR's expense unless CONTRACTOR has given ENGINEER timely notice of CONTRACTOR's intention to cover the same and ENGINEER has not acted with reasonable promptness in response to such notice. Uncovering Work: 13.8. If any Work is covered contrary to the written request of ENGINEER, it must, if requested by ENGINEER, be uncovered for ENGINEER's observation and replaced at CONTRACTOR'S expense. 13.9. If ENGINEER. considers it necessary or advisable that. covered Work be observed by ENGINEER or inspected or tasted by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose or otherwise make available for observation, inspection or testing as ENGINEER may require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is found that such Work is defective, CONTRACTOR shall pay all claims, costs, losses and damages caused by, arising out of or resulting from such uncovering, exposure, observation, inspection and testing and of satisfactory replacement or reconstruction, (including but not limited to all costs of repair or replacement of work of others); 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, may make a claim therefor as provided in Article 11. If, however, such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or an extension of the Contract Times (or Milestones), or both, directly attributable to such 27 uncovering, exposure, observation, inspection testing, replacement and reconstruction; arid, if the parties are unable to agree as to the amount or extent thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. OWNER May Stop the Work: 13.10. If the Work is defective, or CONTRACTOR fails to supply sufficient skilled workers or suitable materials or equipment, or fails to famish 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 benefit of CONTRACTOR or arty surety or other party. Correction or Rem oval of Defective Work: 13.11. If required by ENGINEER, CONTRACTOR shall promptly, as directed, either correct all defective Work, whether or not fabricated, installed or completed, or, if the Work has been rejected by ENGINEER., remove it from the site and replace it with Work that is not defective. CONTRACTOR shall pay all clams, 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 erg -year two year after the date of Substantial Completion or such longer period of time as 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 defective Work, or, if it has been rejected by OWNER, remove it from the site and replace it with Work that is not defective, and (it) satisfactorily correct or remove and replace any damage to other Work or the work of others resulting therefrom. If CONTRACTOR does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, OWNER may have the defective Workcorrected or the rejected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removaland replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by CONTRACTOR. 13.12.2.In special circumstances where a 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. 1312.3. Where defective Work (and damage to other 28 EJCDCGENERAL CONDIT]ONS1910-s(1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV AR 000) Work resulting therefrom) has been corrected, removed or replaced under this paragraph 13.12, the correction period hereunder with respect to such Work will be extended for an additional period of an@ yaae two year after such correction or removal and replacement has been satisfactorily completed. Acceptance of Defective Work: 13.13. If, instead of requiring correction or removal and replacement of defective Work, OWNER (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, lasses and damages attributable to OWNER'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 ENGINEERS recommendation of final 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 a 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 Mav Correct Defective Work: 13.14. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective 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 any 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 CONT.RACTOR'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 ENGINEER's Consultants access to the site to enable OWNER to exercise the rights and remedies under this paragraph All claims, costs, losses and damages incurred or sustained by OWNER 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 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 a claim therefor as provided in Article 11. Such claims, costs, 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 Times (or Milestones) because of any delay in performance of the Work attributable to the exercise by OWNER of OWNER's rights and remedies hereunder. ARTICLE 14--PAYMENTS TO CONTRACTOR AND COMPLETION Schedule of Values., 14.1. The schedule of values established as provided in paragraph 2.9 will serve as the basis for progress payments and will 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 ENGINEER for review an Application for Payment filled out and signed by CONTRACTOR 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 onthe 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 OWNER. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. Any funds that are withheld by the OWNER shall not be subiect to substitution by the CONTRACTOR with securities or any arrangements involving an escrow or custodianship. By executing the application for nayment form the CONTRACTOR expressly waives his right to the benefits of Colorado Revised Statutes, Section 24-91_1 1] et seg. CONTRACTOR's Warranty of Title: 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, will pass to OWNER no later than the time of payment free and clear of all Liens. Review of Applications for Progress Payment 14.4. ENGINEER will, within ten days after receipt of each Application for Payment, either indicate in writing a recommendation of paymentand present the Application to OWNER, or return the Application to CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the latter case, CONTRACTOR may make the necessary corrections 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 ENGINEER to OWNER, based on ENGINEERs 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 ENGINEER's knowledge, information and belief 145.1. the Work has progressed to the point indicated, 14.5 the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole 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. ENGINEER'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 programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or performance 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 ENGINEER's opinion, it would be incorrect to make the representations to EJCDC GENERAL CONDITIONS 1910-8 (1990 Editim) 29 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) OWNER referred to in paragraph 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, 14.72. the Contract Price has been reduced by Written Amendment or Change Order, 14.7.3. OWNER has been required to correct ckfective 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 through 15.2.4 inclusive. OWNER may refuse to make payment of the full amount recommended by ENGINEER because: 14.7.5. claims have been made against OWNER on account of CONTRACTOR's performance or famishing of the Work, 14.T6. Liens have been filed in connection with the Work, except where CONTRACTOR has delivered a specific Bond satisfactory to OWNER to secure the satisfaction and discharge of such Liens, 14.7.7. there are other items entitling OWNER. to a set- off against the amount recommended, or 14.7.8. OWNER has actual knowledge of the occurrence of any of the events enumerated in paragraphs 14.7.1 through 14.7.3 or paragraphs 15.2.1 through 152.4 inclusive; but OWNER must give CONTRACTOR immediate written notice (with a copy to ENGINEER) stating the reasons for such action and promptly pay CONTRACTOR 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: 14.8. 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 ENGINEER shall make an inspection of the Work to determine the status of completion. If ENGINEER does not consider the Work substantially complete, ENGINEER will notify CONTRACTOR in writing giving the reasons therefor. If ENGINEER EICDC GENERAL CONDITIONS 1910-8 (1990 Ediatm) 30 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) considers the Work substantially complete, ENGINEER 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. If, after considering such objections, ENGINEER concludes that the Work is not substantially complete, ENGINEER will within fourteen days after submission of the tentative certificate to OWNER notify CONTRACTOR in writing, stating the reasons therefor. If, after consideration of OWNER's objections, 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. believes 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, heat, utilities, insurance and warranties and guarantees. Unless OWNER and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing the definitive certificate of Substantial Completion, ENGINEER'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 reasonable access to complete or correct items on the tentative list Partial Utilization: 14.10. Use by OWNER at OWNER'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 sigiificant 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 pan of the Work is substantially complete, CONTRACTOR will certify to OWNER and ENGINEER that such part of the Work is substantially complete and request ENGINEER to issue a certificate of Substantial Completion for that part of the Work, CONTRACTOR at any time may notify OWNER and ENGINEER in writing that CONTRACTOR considers any such part of the Work ready for its intended use and substantially complete and request ENGINEER 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 14.8 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 Work will be accomplished prior to compliance with the requirements of paragraph 5.15 in respect of property insurance. Final 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 defective. CONTRACTOR shall immediately take such measures as are necessary to complete suchwork or remedy such deficiencies. Final Application for Payment: 14.12. After CONTRACTOR has completed all such corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all maintenance and operating instructions, schedules, guarantees, Bonds, certificates or other evidence of insurance required by paragraph 5.4, certificates of inspection, marked -up record documents (as provided in paragmph6.19) 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 subparagraph 5A.13, (ii) consent of the surety, if any, to final payment, and (iin) complete and legally effective releases 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 full and affidavit of CONTRACTOR that: (i) the releases and receipts include all labor, services, material and equipment for which a Lien could be filed, and (it) 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 EICDC GENERAL CONDITIONS 1910-8 (1990 Edition) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4/2000) to furnish such a release or receipt in full, CONTRACTOR may furnish a Bond or oiler collateral satisfactory to OWNER to Indemnify OWNER against any Lien Releases or waivers of liens and the consent of the surety to finalize payment are to be submitted on forms conforming to the format of the OWNER'S standard forms bound in the Project manual. Final Payment and Acceptance: 14.13. 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 reasons 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 ENGINEER'S recommendation and notice of acceptability, the amount recommended by ENGINEER will became due and will be paid by OWNER to CONTRACTOR subject to paragraph 17.6.2 of these General Conditions. 14.14. K through no fault of CONTRACTOR, final completion of the Work is significantly delayed and if ENGINEER so confirms, OWNER shall, 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 retainage stipulated in the Agreement, and if Bonds have been furnished as 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 Claims. Waiver of Claims.- 14.15. The making and acceptance of final payment will constitute: 14.15,1.a waiver of all claims by'OWNER against CONTRACTOR, except claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to paragraph 14.11, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from CONTRACTOR'S continuing obligations under the Contract Documents; and 14.15.2.A waiver of all claims by CONTRACTOR against OWNER other than those previously made in writing and still unsettled. ARTICLE 15--SUSPENSION OF WORK AND TERMINATION OWNER Mav Suspend 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 Tunes, or both, directly attributable to any such suspension if CONTRACTOR makes an approved claim therefor as provided in Articles I I and 12. OWNER May Terminate: 15.2. Upon the occurrence of any one or more of the following events: 15.2.1. if CONTRACTOR persistently fails to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the progress schedule established under paragraph2.9 as adjusted from time to time pursuant to paragraph 6.6); I52.2. 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 may, after giving CONTRACTOR (and the surety, if any) seven days' writtennotice 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 CONTRACTOR for trespass or conversion), incorporate in the Work all materials and equipment stored at the site or for which OWNER has paid EJCDC GENERAL CONDITIONS 1910-8 (1990 Editicm) 32 wf CITY OF FORT COLLINS MODIFICATIONS (REV 412000) CONTRACTOR but which are stored elsewhere, and finish the Work as OWNER may deem expedient In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished If the unpaid balance of the Contract Price exceeds all claims, casts, 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, costs, losses and damages exceed such unpaid balance, CONTRACTOR shall pay the difference to OWNER. Such claims, costs, losses and damages incurred by OWNER will be reviewed by ENGINEER as to their reasonableness and when so approved by ENGINEER incorporated in a Change 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 aril 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): 15.4.1. for completed and acceptable Work executed in accordance 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 Work, 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 contracts with Subcontractors, Suppliers and others; and 15.4.4. for reasonable expenses directly attributable to termination. CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. CONTRACTOR May Stop Work or Terminate: 15.5. If, through no act or fault of CONTRACTOR, the Work is suspended fora period of more than ninety days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any Application for Payment within thirty, days after it is submitted or OWNER fails for thirty days to pay CONTRACTOR any sum 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, terminate the Agreement and recover from OWNER payment on the same terms 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 after it is submitted, or OWNER has failed for 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 Work until payment of all such amounts due CONTRACTOR, including interest thereon. The provisions of this paragraph 15.5 are not intended to preclude CONTRACTOR from making claim under Articles 11. and 12 for an increase in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to CONTRACTOR'S stopping Work as permitted by this paragraph. ARTICLE 16--DISPUTE RESOLUTION If and to the extent that OWNER and CONTRACTOR have agreed on the method and procedure for resolving disputes between them that may apse under this Agreement, such dispute resolution method and procedure, if any, shall be as set forth in Exhibit GCA, "Dispute Resolution Agreement", to be attached hereto and made a part 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, OWNER and CONTRACTOR may exercise such rights or remedies as either may otherwise have under the Contract Documents or by Laws or Regulations in respect of any dispute. ARTICLE 17--MISCELLANEOUS Giving 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 officer 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 referred to in the Contract Documents by days, it will be computed to exclude the first and include the last clay 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. EICDC GENERAL CONDITIONS 1910-8 (1990 F.ditim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 17.2.2. A calendar day of twenty-four hours measured from midnight to the next midnight will constitute a day. Notice of Claim: 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 parry is legally liable, claim will be made in writing to the other party within a reasonable time of the first observance of 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 arry applicable statute of hmitatimns or repose.Cumulative Remedies: 17.4. The 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 warranties, guarantees and obligations imposed upon CONTRACTOR by paragraphs 6.12, 6.16, 6,30, 6.31, 6.32, 13.1, 13.12,13.14, 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 any way as a limitation of, any 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 effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. Professional Fees and Court Costs Included- 17.5. Whenever reference is made to "claims, costs, losses and damages", it shall 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 or other dispute resolution costs. 17.6. The laws of the State of Colorado apply to this Agreement. Reference to two certinent Colorado statutes are as follows 17.6.2. If a claim is filed OWNER is rNuired by law (CRS 38-26-1071to withhold from all payments to CONTRACTOR sufficient funds to insure the payment of all claims for labor, materials, team hire. sustenance provisions, provender, or other supplies used or consumed by CONTRACTOR or his 33 34 EJCDC (7ENERAI. CONDITIONS 1910-8 (1990 Editim) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) 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. 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 7.2.2 Certificate 7.2.3 Lien Waiver 7.2.4 Consent of 7.2.5Application 7.2.6Application 7.3 follows: Drawings, of Substantial Completion of Final Acceptance Releases Surety for Exemption Certificate for Payment consisting of a cover sheet and sheets numbered as Architectural AC Cover Sheet A0.1 3D Views AS.1 Architectural Site Plan AD1.1 Exiting Conditions/Demo Plans A1.1 First Floor Plan A1.2 Second Floor Plan A1.3 Third Floor Plan 9/12/01 Section 00520 Page 4 (This page left blank intentionally.) EJCDC GENERAL CONDITIONS 1910-8 (1990 Edition) 35 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 4,2000) 36 EICDC GENERAL. CONDI TI ONS 19I 0-8 (1990 E6tim�) w/ CITY OF FORT COLLINS MODIFICATIONS (REV 42000) EX HBIT 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 Industry 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 consent to arbitrate entered into in accordance herewith as provided in this Article 16 will be specifically enforceable 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 be referred to ENGINEER initially for decision in accordance with paragraph 9.11 will be 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 ENGINEER if a written decision has not 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 elate on which ENGINEER has rendered a written decision in respect thereof in accordance with paragraph 9.11; and the failure to demand arbitration within said thirty days' period will result in ENGINEER'sdecision being final and binding upon OWNER and CONTRACTOR If ENGINEER renders a decision after arbitration proceedings have been initiated 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 of ENGINEER 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 paragraph 9.10. 16.3. Notice of the demand for arbitration will be filed in writing with the other party to the Agreement and with the American Arbitration Association, and a copy will be sera to ENGINEER for information. 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 lunitations. 16A. Except as provided in paragraph 16.5 below, no arbitration arising out of or relating to the Contract Documents shall include by consolidation, joinder or in any other manner any other person or entity (including ENGINEER, ENGI N'EER's 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 obtainedfor such inclusion, which consent shall make specific reference to this paragraph; 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 OWNER or CONTRACTOR may join such Subcontractor as a party to the arbitration between OWNER 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 involving the Work of such Subcontractor. Nothing in this paragraph 16.5 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 ENGINEER's 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 thereof, 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 thirty and ten clay 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 same 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. EJCDC GENERAL CONDITIONS 1910,8 p 990 Fditim) GC -AI w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/99 EJCDC GENERAL CONDITIONS 1910-8 0990 Editia0 w/ CITY OF FORT COLLINS MODIFICATIONS (REV 9/94) GC -Al SE SECTION 00800 SUPPLEMENTARY CONDITIONS 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-4.2 Subsurface and Physical Conditions: A. Add the following language to paragraph 4.2.1 of the General Conditions. 4.2.1.1.1 The following report(s) of exploration and tests of subsurface conditions at the site of the Work: *Soils Report is included in Addendum #1 Contractor may rely upon the accuracy of the technical data contained in the geotechnical documents, but not upon nontechnical data, interpretations or opinions contained therein or upon the completeness of any information in the report. B. 4.2.1.2.1 No drawing of physical conditions in or relating to existing surface or subsurface structures (except Underground Facilities referred to in Paragraph 4.3) which are at or contiguous to the site have been utilized by the Engineer in preparation of the Contract Documents, except the following: 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. 5.4.6 The Comprehensive Automobile Liability Insurance policy will have 7/96 Section 00800 Page 1 limits of $1,000,000 combined single limits (CSL). 5.4.9 This policy will include completed operations coverage/product liability coverage with limits of $1,000,000 combined single limits (CSL). SC-8.10 OWNER's Project Manager A. Add the following language to ARTICLE 8: 8.10. The OWNER will provide a Project Manager. The CONTRACTOR shall direct all questions concerning Contract interpretation, Change Orders, and other requests for clarification or instruction to the Project Manager. 8.10.1 Authority: The Project Manager will be the OWNER's representative during the construction of the project. The Project Manager shall have the authority set forth in the OWNER's Capital Project Procedures Manual. The Project Manager shall have the authority to reject work and materials whenever such rejection may be necessary to ensure the proper performance of the Work in accordance with the Contract Documents. 8.10.2 Duties and Responsibilities: The Project Manager will make periodic visits to the project site to observe the progress and quality of the Work and to determine, in general, if the Work is proceeding in accordance with the Contract Documents. The Project Manager shall not be required to make comprehensive or continuous inspections to check the progress or quality of the Work. The Project Manager shall not be responsible for construction means, methods, techniques, sequences, or procedures, or for safety precautions or programs in connection with the Work, or for any failure of the Contractor to comply with laws and regulation applicable to the performance or furnishing of the Work. Visits and observations made by the Project Manager shall not relieve the CONTRACTOR of his obligation to conduct comprehensive inspections of the Work, to furnish materials and perform acceptable Work, and to provide adequate safety precautions in conformance with the Contract Documents. The Project Manager shall at all times have access to the Work. The CONTRACTOR shall provide facilities for such access so the Project Manager may perform his or her functions under the Contract Documents. 8.10.3 One or more Resident Construction Inspector(s) (RCI) may be assigned to assist the Project Manager in providing observation of the Work, to determine whether or not the Work is proceeding according to the construction documents. CONTRACTOR will 00800-2 receive written notification from the OWNER of any RCI assignments. The RCI shall not supervise, direct or have control or authority over, nor be responsible for, CONTRACTOR'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. The RCI will not be responsible for CONTRACTOR's failure to perform or furnish the Work in accordance with the Contract Documents. The RCI's dealings in matters pertaining to the on -site work will be to keep the Project Manager properly apprised about such matters. 8.10.4 Communications: All instructions, approvals, and decisions of the Project Manager shall be in writing. The CONTRACTOR may not rely on instructions, approvals, or decisions of the Project Manager until the same are reduced to writing. SC-12.3 Add the following language to the end of paragraph 12.3. Contractor will include in the project schedule zero (0) days lost due to abnormal weather conditions. Must be documented and approved by City's Project Representative. SC-13.12 Correction Period: 13.12.1If within one year after the date of Substantial Completion or such longer period of time as 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, an Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's written instructions . . . SECTION 00900 ADDENDA, MODIFICATIONS AND PAYMENT 00950 Contract Change Order 00960 Application for Payment 9/99 SECTION 00950 CHANGE ORDER NO. PROJECT TITLE: P872 PFA General Contractor for Fire Station Expansion-PFA Administration Addition CONTRACTOR: Sinnett Builders, Inc. PROJECT NUMBER: DESCRIPTION: 1. Reason for change: 2. Description of Change: 3. Change in Contract Cost 4. Change in Contract Time: $ .00 ORIGINAL CONTRACT COST TOTAL APPROVED CHANGE ORDER 0.00 TOTAL PENDING CHANGE ORDER 0.00 TOTAL THIS CHANGE ORDER 0.00 TOTAL o OF THIS CHANGE ORDER TOTAL C.O.a OF ORIGNINAL CONTRACT ADJUSTED CONTRACT COST $ 0.00 (Assuminq 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 9/99 Section 00950 Page 1 Al.4 Roof Plan A2.1 Exterior Building Elevations A3.1 Full Building Sections A3.2 Typical Wall Sections A3.3 Wall Sections A3.4 Details A3.5 Details A4.1 Reflected Ceiling Plans A4.2 Reflected Ceiling Plans & Details A5.1 Toilets A6.1 Stair Plans & Details A6.2 Interior Elevations & Details A7.1 Door Schedule & Windows A7.2 Door & Window Details A9.1 Room Finish Schedule & Partition Structural 51.1 Foundation Plan 52.1 Second Floor Framing Plan 52.2 Third Floor Framing Plan 53.1 Roof Framing Plan 54.1 Details & Notes 54.2 Details 54.3 Details Mechanical MO.1 Notes & Legends - HVAC MO.2 LEED Associated Requirements M2.1 First Floor Plan - HVAC M2.2 Second Floor Plan - HVAC M2.3 Third Floor Plan - HVAC M2.4 Roof Plan - HVAC M4.1 First Floor Ductwork Isometric Plan M4.2 Second Floor Ductwork Isometric Plan M4.3 Third Floor Ductwork Isometric Plan M8.1 Schedules - HVAC Electrical EO Legend, Specifications, Drawing Index E1.1 First Floor Lighting Plan E1.2 Second Floor Lighting Plan E1.3 Third Floor Lighting Plan E2.1 First Floor Power Plan E2.2 Second Floor Power Plan E2.3 Third Floor Power Plan E3.1 One Line Diagrams & Details E3.2 Schedules Plumbing P2.1 First Floor Plumbing Plan P2.2 Second Floor Plumbing Plan P2.3 Third Floor Plumbing Plan P2.4 Roof Plan - Plumbing P4.1 Plumbing Isometric Plans P5.1 Enlarged Plumbing Plans 9/12/01 Section 00520 Page 2 Section 00960 APPLICATION FOR PAYMENT PROJECT: PO# PAY ESTIMATE NO: DATE: CONTRACTOR: ADDRESS: CONTRACT FOR: PARTIAL TO The undersigned Contractor certifies that to the best of his knowledge, information and belief the work covered by this application for Payment has been completed in accordance with the Contract Documents, that all accounts have been paid by him for Work for which previous Certificates for Payment were issued and payments received, in this current payment shown herein is now due. CONTRACTOR: By Date: FINAL TO In accordance with the Contract Documents, based on site observations and the data comprising the above application, the Architects Certifies to the Owner that the Work has progressed to the point indicated; that the best of his knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents, and that the Contractor is entitled to payment of the AMOUNT CERTIFIED. ENGINEER: By: Application is made for Payment, as shown below, in connection with the Contract. Schedule of Values is attached. The present status of the account for this Contract is as follows ORIGINAL CONTRACT AMOUNT APPROVED CHANGE ORDERS TO DATE ADJUSTED CONTRACT AMOUNT TOTAL WORK COMPLETED AND MATERIALS USED RETAINAGE (10% OF TOTAL) TOTAL EARNED LESS RETAINAGE LIQUIDATED DAMAGES WITHHELD TOTAL EARNED LESS LIQUIDATED DAMAGES LESS PREVIOUS PAYMENTS CURRENT PAYMENT DUE APPROVED BY: (Title) cc: Accounting City Clerk Contractor Engineer Project File DATE: 9/997/96 Section 00960 Page 1 WORK CHANGE DIRECTIVE INSTRUCTIONS A. GENERAL INFORMATION This document was developed for use in situations involving changes in the Work which, if not processed expeditiously, might delay the Project. These changes are often initiated in the -field and may affect the Contract Price or the Contract Times. This is not a Change Order, but only a directive to proceed with Work that: may be included in a subsequent Change Order. For supplemental instructions and minor changes not involving a change iu the Contract Price or the Contract Times. a Field Order should be used. & COMPLETING THE WORK CHANGE DIRECTIVE FORM Engineer initiates the fonn, including a description of the items involved and attachments. Based on conversations between Engineer and Contractor, Engineer completes the following: METHOD OF DET2RMINING CHANGE, IF ANY, IN CONTRACT PRICE: Mark the method to be used in determining the final cost of Wait involved and tire estimated net effect an the Contract Price. If the change involves an increase in the Contract Price and the estimated amount is approached before the additional or changed Work is completed, another Work Change Directive inust be issued to change the estimated price or Contractor may stop the changed Work when the estimated time is reached. Iftlte Work Change Directive is not likely to change the Contract Price, the space far estimated: increase (decrease) should be marked "Not Applicable". Once Engineer has completed and signed the form, all copies should be sent to Owner for authorization because Engineer alone does not, have authority to authorize changes in Price or Times. Once authorized by Owner, a copy should be sent by Engineer to Contractor. Price and Times may only be changed by Change Order signed by Owner and Contractor with Engineer's recommendation. Paragraph I0.03.A.2 of the General Conditions requires that a Change Omer be initiated and processed to cover any undisputed sum or amount of time for Work actually performed pursuant to this Work Change Directive. Ones: the Work covered by'this directive is completed or ftual cost and times are determined, Contractor should submit documentation for inclusion in a Change Order. THIS IS A DIREC'I'1VE TO PROCEED W1711 A CHANGE THAT MAY AFFECT THE CONTRACT PRICE OR CONTRACT "TIMES. A CHANGF ORDER, IF ANY, SHOULD BE CONSi EMD PROMPTLY. Section 00970 Page 1 DATE OF ISSUANCE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. WORK CHANGE DIRECTIVE No. EFFECTIVE DATE ENGINEER's Project No. You are directed to proceed promptly with the following change(s): Description: Purpose of Work Change Directive: Attachments: (List documents supporting change) 11OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Price: El Unit Prices Lump Sum Cost of the Work Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract If the change involves an increase, the estimated amount is not to be exceeded without further - authorization. RECOMMENDED: ENGINEER Times: Substantial Completion: days; Ready for final payment: days. AUTHORIZED: OWNER By: By: EJiCDCNo. 1910.84 (19%Edition) PmWW by ffic Entinow JOW Comm Doeumeewcemmiaee and endoned by The Aaaociated General CannMdan of Ameelae and the.Conswmion Speciftcsiom twee. Section 00970 Page 2 AdvavocemWt orc Con tfon V it bgy otogy REQUEST FOR INTERPRETATION Project: R.F.A. Number: From: To: Date: AT Project Number: Re: Contract For: Specification Section: Paragraph: Drawing Reference: Detail: Request Signed by: Response: ❑ Attachments Date: Response From: To: Date Rec'd: Date Red1d: Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File Copyright 1994, Construction Specifications Institute, Page of 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 July 1994 CSl Fonn 13.2A Section 00970 Page 3 .` / Adaancamarit 'V, J or Constntcnon TocMabgy Project: Clarification Notice Number: From: To: Date: Re: A/E Project Number: _ ContractFor: CLARIFICATION NOTICE This Clarification Notice is issued for the purpose of clarifying the Contract Documents based on an interpretation reasonably inferable from the Contract Documents, and therefore has no effect on the Contract Sum m Contract Time. Proceeding with Work in accordance with this Clarification Notice indicates acceptance with no change in the Contract Sum or Contract Time. Specification Section: Paragraph: Drawing Reference: Detail: Description: ❑ Attachments Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ Copyright 1994, Construction Specifications Institute, Page of 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 I ❑ ❑ File July 1994 CS] Form 13.3A Section 00970 Page 4 IVAdrancem.nf o/Construction Technology Project Field Order Number: From: To: Date: A/E Project Number: Re: Contract For: FIELD ORDER You ere hereby directed to execute promptly this Field Order which interprets the Contract Documents or orders minor changes in the Work without change in Contract Sum or Contract Time. If you consider that a change in Contract Sum or Contract Time is required, submit a Change Order Request to the A/E immediately and prior to proceeding with this Work. eeseseess Specification Section: Paragraph: Drawing Reference: Detail: Description of Interpretation or Change: ❑ Attachments Signed by: Date: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ ❑ File eseMesses Copyright 1994, Construction Specification Institute, Page of July 1994 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 CSI Form 13.4 A Section 00970 Page 5 2005-51.1 POUDRE FIRE AUTHORITY ADMINISTRATION ADDITION ADDENDUM NO. 1 December 12, 2006 ARCHITECTURAL General: REVISE System Notes to TPO Roofing Membrane System (Energy Star Rated). ASK #28 ADD Acoustical insulation to ceiling below Exercise 306. 1. Sheet AS.1: REVISE Security Gate Elevation to include security pickets. ASK #3 REVISE Site Plan to show existing concrete to be replaced due to construction activity. ASK #1 REVISE Site Plan to show new location for Fire Department Connection. ASK #1 ADD general notes. ASK #2 2. Sheet AD1.1: REVISE 15t Floor Demo plan (1/AD1.1) to include note to remove exist. door and exist. louvers. ASK #4 3. Sheet Al.1: REVISE I" Floor Office plan (I/Al.1) to include new louvered metal grate. ASK #5 REVISE I" Floor Office plan (1/Al.1) to include FEC. ASK #5 REVISE Is` Floor Office plan (1/Al.1) to include new mop sink. ASK #7 REVISE I" Floor Office plan (I/Al.1) to show media wall and door 109. ASK #7 REVISE Plan Detail (3/AI.1) to show location of new louvered metal grate. ASK #6 4. Sheet A1.2: REVISE Plan Detail (2/A1.2) to show Backer rod and Sealant at expansion joint. ASK #8 REVISE Plan Detail (5/A1.2) to show Mineral Wool & Silicone Sealant Fire Barrier System. ASK #9 REVISE 2nd Floor Office plan (1/A1.2) to include shaft for fire riser. ASK #10 REVISE 2nd Floor Office plan (1/A1.2) to include dishwasher and refrigerator in Coffee 203. ASK #11 5. Sheet A1.3 REVISE 3`d Floor Office plan (1/A1.2) to include shaft for fire riser. ASK #12 6. Sheet AI A REVISE Roof Plan (1/A1.4) to show gutter from existing stair tower. ASK #13 7. Sheet A3.3 REVISE Section @ Existing Office (3/A3.3) to match structural detail. ASK #14 REVISE Section @ Existing Office (3/A3.3) to show exist. precast panel to remain. ASK #14 8. Sheet A3.4 ADD detail for canopy connection to existing stair tower. ASK # 15 INCLUDE Access Gate to Roof Fence (1/A3.4) for roof access. Weaved Wire Cloth to be used in Roof Fence. (1/A3.4) 9. Sheet A3.5 REVISE Base Detail @ W3 (4/A3.5) to include rigid insulation between new foundation and existing precast panel. ASK #16 10. Sheet A4.1 REVISE I" Floor RCP (1/A4.1) to show lowered ceiling height. ASK #17 REVISE 2°d Floor RCP (2/A4.1) to show lowered ceiling height and added bulkhead. ASK #18 11. Sheet A4.2 REVISE 3`d Floor RCP (1/A4.2) to show lowered ceiling height in exit to stair tower and to show sloped ceiling in Exercise 306. ASK #19 ADD Note to require G.C. to provide blocking for toilet partitions. ASK #19 12. Sheet A5.1 REVISE 3`d Floor Locker Rooms (4/A5.1) to clarify materials. ASK #20 13. Sheet A6.1 REVISE Ramp Handrail Detail (5/A6.1) to show rectangular handrail profile. ASK #21 REVISE Stair Section (3/A6.1) to show steel handrail. ASK #22 14. Sheet A6.2 REVISE Conf, Room Media Center Elevation (1/A6.2). ASK #23 15. Sheet A7.1 REVISE Alum. Window Types to show operable windows. ASK #24 REVISE Door Schedule to include door 110 and to modify door 109. ASK #25 ADD Note requiring coordination with Security Consultant for Doors 129B, 227B, & 306. ASK #29 16. Sheet A9.1 REVISE Room Finish Schedule. ASK #26 REVISE Partition Types to show sound batt in all partitions. ASK #27 ADD UL Rating for 1Hour Shaft Wall for Mechanical Shafts. ASK #30 17. Clarifications a. HVAC shafts at grids 4.8 and 2.4 shall be lhr Fire Rated Construction. STRUCTURAL General: ADD Grout Specifications. SSK #13 Sheet S1.1 REVISE Foundation Plan to show step in foundation at Fire Riser Room. SSK#1 REVISE Pilaster Schedule to include PIL-7. SSK #3 REVISE Foundation Plan to show PIL-7 locations. SSK#4 2. Sheet S2.1 REVISE Second Floor Framing Plan to show lintel over Fire Riser Rm door. SSK #2 3. Sheet S2.2 REVISE Third Floor Framing Plan to show HSS column above. SSK #7 4. Sheet S3.1 REVISE Roof Framing Plan to show revised framing at North end. SSK #5 REVISE Roof Framing Plan to show new location of C-1. SSK #6 5. Sheet S4.1 REVISE Detail 4. SSK #9 REVISE Detail 5 to show reinforcing wrapping around pier cap. SSK #10 6. Sheet S4.2 REVISE Detail 1 to show void form under exist. precast panel. SSK #11 REVISE Detail 8/S4.2 to show exist. precast panel to be notched at hallway. SSK #12 ELECTRICAL See Addendum Sheets. 2. Clarifications: $su symbol refers to Fused Disconnect Switch. Busman type or sim. MECHANICAL See Addendum Sheets. 2. Sheet M2.1 REVISE First Floor Plan HVAC to include EF-7 Ceiling exhaust. MXl-1. 3. Sheet M8.1 REVISE Fan Schedule to include EF-7. MX1-2. PLUMBING Sheet P2.1: REVISE First Floor Plumbing Plan to include backflow preventer. PX1-1 REVISE First Floor Plumbing Plan to show Fire Line and Sanitary Sewer exiting building on North end. PX 1-2 & PX 1-3 2. Sheet P2.2: REVISE Partial Second Floor Plumbing Plan to include dishwasher and refrigerator. PXl-5. 3. Sheet P4.1: REVISE Restroom Group Isometric Plan. PX1-6, PX1-7, PXl-8 4. Sheet P5.1: REVISE Unisex Bathroom Enlarge Plumbing Plan to include mop sink. PXIA 5. Sheet P7.1: ADD Backflow preventer to Plumbing Fixtures. PX1-9 CIVIL 1. Sheet 4of4: REVISE Storm Sewer Connection. REVISE Fire Line/Sanitary Sewer Connection. LANDSCAPE 1. Sheet L1: REVISE Site Plan to show existing trees. 2. Sheet L2: REVISE Plant List to include GTK. ADD Plant Notes. GEOTECHNICAL See Attached Soils Report and related information. END OF ADDENDUM NO. 1