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HomeMy WebLinkAboutAddenda - BID - 5684 TRAFFIC OPERATIONS FACILITYCity of Fort Collins Admini- five Services Purchasing Division CITY OF FORT COLLINS BID #5684 TRAFFIC OPERATIONS FACILITY ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid Package: Bid No. 5684, Traffic Operations Facility OPENING DATE: 3:00 p.m. (our clock) March 22, 2002 To all prospective bidders under the specifications and contract documents described above, the following changes are made: A. DRAWINGS: SHEET A1.1, Main Floor Plan: a.) Add base and upper cabinets to north wall of Work Area 111. Raise all electrical outlets to above counter height. Refer to details on attached sheet AD-1. b.) Provide 24" wide x 48" high FRP panels, at south and west walls, above mop basin, in southwest comer of Mechanical Room 117. Also, provide mop holder and shelf unit, model number B224 x 30, by Bobrick, or equal, above mop basin, on west wall. c.)Delete workstation units, from North & South walls of Crew Room 128. 2. SHEET A2.1: a.) Rename Detail 4 to read, "SCUPPER and CONDUCTOR HEAD DETAIL". b.) At Detail 5, there should be a 2" maximum vertical dimension shown, where the roof meets the wall / scupper. c.) At SECTION THRU LADDER, Detail 3, add blocking, in stud wall, for ladder anchoring. 3. SHEET A3.4: a.) Add metal ceiling joists and 5/8" gypsum board lid to the top of wall at Detail 4, WALL SECTION 12. Joists to be 6" x 20 Ga. @ 16" O.C. 4. SHEET A3.5: a.) At Detail 8, modify precast window sill shape. Refer to details on attached sheet AD-2. b.) Add precast window sill details. Refer to attached sheets AD-3 and AD-4. c.) Add typical wall parapet details, for clarification. Refer to attached sheets AD- 5, AD-6 and AD-7. 215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707 1 5' h1r4' Y eniav PRECAST WINDOW SILL - CURVED SCALE NTS 2 J a15 v4l Z O F 'w w VAUGHT • FRYE TRAFFIC ADDENDUM # 2 *TA7 OPERATIONS project number FACILITY 03r11ro2 ARCHITECTS AD4 ARCHITECTURE INTERIOR DESIGN Ref. Sheet# A3.5 401 West Mountain Avenue SuiW200 Fort CDIliL%C090S2 fax970224.1662 vh n 970224.1191 w ..,.htf — Checked by .IR Crab SEALANT TREATED 1x3 CONT COLT. TREATED 2x6 NAILER UPPER PARAPET 124 0„ CONT. GALV. METAL CLEAT V ROOF MEMBRANE RUN UP OVER TOP OF PLYWOOD & FACE OF 2x6 NAILER PARAPET DETAIL1 SEALANT TREATED 1x3 CONT. CONT, TREATED 2x6 NAILER T 0, Parapet CONT. GALV, METAL CLEAT ROOF MEMBRANE RUN UP OVER TOP OF PLYWOOD & FACE OF 2x6 NAILER GALV. METAL FLASHING DO. MTL BAND 116' 8" CHANNEL CLOSURE TO MATCH METAL PANEL COLOR PARAPET DETAIL 2 - — SCALE: , 1,2" = 1'-0" VAUGHT • FRYE TRAFFIC ADDENDUM # 2 AVA7 OPERATIONS TRef. number ARCHITECTS FACILITY 33/11/02 AD-5 ARCHITECTURE INTERIOR DESIGN eet# A3.5 �9W7est wtam A�w sere2o0 Port CoIIJm C08052 Checked pho 97o224.1191 www.vaughlfryE.crnn by JR Scale 1 112" = V-0" SEALANT TREATED 1x3 CONT. CONT. TREATED 2x6 NAILER W/ 3/8" ANCHOR BOLTS @ 48" O,C. T.O. UPPER PARAPET 124' - 01. CONT. GALV. METAL CLEAT ROOF MEMBRANE RUN UP OVERTOP OF PLYWOOD & FACE OF 2xG NAILER PARAPET DETAIL 3 JSCALE: 11/2" = 1'-0" VAUGHT • FRYE TRAFFIC ADDENDUM # 2 OPERATIONS p� number 03/11/02 �� AVA7 FACILITY ARCHITECTS ARCHITECTURE INTERIOR DESIGN Ref. Sheet# A3.5 401West Momiam Avenue Sute2OO FonCollms,CO8052 Fax970/224.1662 phone970/224.1191 www.�a�l�nsye.roR, Checked by JR Scale 1 112" =1'-0" CONT. TREATED 2x6 NAILER W/3/8"ANCHOR BOLTS CAD 48" O,C, 13 SEALANT TREATED Ix3 CANT, PRE -FINISHED METAL COPING T.0. UPPER PARAPET 124'-O"� ��- CON-. GALV. METAL -'ll'.- CLEAT 6" SMOOTH -FACE CMU @ TOP COURSE TERMINATE INSULATION Cal 60TTOM OF TOP COURSE ROOF MEMBRANE RUN UP OVER TOP OF PLYWOOD & FACE OF 2x6 NAILER PARAPET DETAIL 4 SCALE: 11/2" — T-C, VAUGHT • FRYE TRAFFIC ADDENDUM # 2 AVA7 OPERATIONS Pnumber 2001 ARCHITECTS FACILITY �RYK.Sheet# 03/11/02 AD-7 ARCHITECTURE INTERIOR DESIGN Q3,5 401 West 9M2,41I� a� 97W22a 1191 Fortcoli aosm Checked by IR Srala 1 1(2" -1 ' 0" ;t w U I „9•,Z z .9•3 1 .0-,I 1 .9•,I C ILI ..O•,£ \ n / \ UN / / BREAK ROOM # 121 �SGALE NT5NT5 VAUGHT • FRYE TRAFFIC ADDENDUM # 2 A• OPERATIONS FAITY Project D-8 03/110 2 /1V ARCHITECTS ARCHITECTURE INTERIOR DESIGN lRef.Sheet# A6.1401WestMowiWnAvenue Swi 200 FmCollins,C08052 by JR Scale fax970224.1662 phone970rz24.1191 w .vaughwyeso,n ..O•,£ \ n / \ UN / / BREAK ROOM # 121 �SGALE NT5NT5 VAUGHT • FRYE TRAFFIC ADDENDUM # 2 A• OPERATIONS FAITY Project D-8 03/110 2 /1V ARCHITECTS ARCHITECTURE INTERIOR DESIGN lRef.Sheet# A6.1401WestMowiWnAvenue Swi 200 FmCollins,C08052 by JR Scale fax970224.1662 phone970rz24.1191 w .vaughwyeso,n WOMEN 125 RESTROOM ENTRY AREA SCALE: NTS CEILING LEVEL 1 109' - 0" IS V 71 TILE J THROUGH OILET KM5. VA9.1 iE TOP OF 5LA6 VAUGHT • FRYE TRAFFIC ADDENDUM # 2 -*.A7 OPERATIONS project number FACILITY Date ARCHITECTS o�11ro2 AD -9 ARCHITECTURE INTERIOR DESIGN Ref. Sheet# A6.1 401 west Mountam Avenue sdte2oo Fort Collins, CD 8052 cre ed by JR Scale pho 9702wwtv 24.1191 .vaughtfye.mm , S FO RECEPTION DESK =m 7 PI I�AI 5�?Y� �V �*O❑❑5 inNUJtL SCALE: NT5 VAUGHT • FRYE TRAFFIC ADDENDUM # 2 OPERATIONS 7Sheet# er A R C H T E� FACILITY 03JA6.1 AD-10 ARCHITECTURE INTERIOR DESIGN ffm97V0.22a.1� by 97 surezoo F .va�,coe. s Scale phone 97Q224.119] www.vauglrtfiye,mm mlr M'sTwcr. I 1vLTwss LONNELTON G I 1'-f' I PRECAST SalCOLLIN LAP 5671N HaATAR ]UZ' ]hF PAMIL RUD WI SEALANT c' s n TUPE emu"" n IS = I ®®® ILL smLT. ft i I TYPOA e surruT a 2aDH N P wGAST LA P DETAIL SINGLE WYRIE Pima MINH x 1'-3IGOWRAP ftn m I WAR 417 P .2, u n mle' T1w 11elm• U _ i I B o N LaUxIN GETAII I rmeAST LRYxIN PASS LAP 50.7 IN HMTAR 2'-2' T-1' 1'-I' 011 i T10' 1 T b0' fie' I PL= TD H A-M ! II!'! II!' PAGER Ry Wr I PUILDING SEAL ANT I = a I o v TON U15L AP 0 softsTP oTvl HDNDATON M'Ji 522 A MUH N P 65 E rMLAST CAP DETAIL 2'-D' ENTRY COLUMN DETAILS .. p SCALE: NTS — =11H N SECTION VAUGHT • FRYE TRAFFIC ADDENDUM # 2 *TA7 OPERATIONS project number ARCHITECTS FACILITY Date 03/11/02 AD-11 ARCHITECTURE INTERIOR DESIGN Ref.Sheet# A8.1 fQRx 97alza.16�A` 224.11oo Foncon�x,wsosz Checked by JR Scale phmre Suite2OO www.vAugirtfiye.arnn 3' - 2' B] I 3'-2' 1 3• 2• 3'K3'KiP4' DOUDLEAWLE- rAIHTED 1Z-3' 11' - 3' NOTE: ALL WELDS TO DE GROUND SMOOTH A ALL STEEL TRUSS MEMDERS TO DE MAIMED ENTRY CANOPY DETAIL U VAUGHT • FRYE TRAFFIC AVA7 OPERATION% ARCHITECTS FACILITY ARCHITECTURE INTERIOR DESIGN 0 3' MTL DECK - 1' SQUARE STL DAR STOCK TRUSS DEARM o IELEY. 110'-0 Tor OF rKECAST LEY. 103'-4m' TOr OF SLAD ELEV. 100'-0' SCALE: NTS ADDENDUM # 2 Date 03/11/02 AD-12 Ref. Sheet # A8.1 Checked by JRI Scale SEE AWNZ MA1 FO4 WAUR I)A PAO FOOINQ Zf J° M FAP sarofur fa? VAUGHT • FRYE . -A ARCHITECTS SEC T/ 111 '111;34 "=1 O TRAFFIC OPERATIONS FACILITY W. SEE PLAN f6l4 7 SaWME FQ4 WD AAWN BOL IS SFE ARUYZ WAW OES ® 3' W PIASTER. CAYL)y R ADDENDUM # 2 AD-13 ARCHITECTURE 401 West Mounbm Avenue fax 970224.1662 ohone971 Ref. Sheet # Checked by 5. SHEET A6.1: a.) Modify Break Room 121 cabinets, at Detail 1. Add 20 Amp. Outlet for microwave, at proper height. Refer to attached sheet AD-8. b.) Delete workstations, as shown on Details 2 and 4. c.) At Detail 3, carry ceramic wall tile pattern through from Toilet Rooms, as per Detail 1/A9.1. Refer to attached sheet AD-9. d.) See attached sheet AD-10 for dimensioned and noted Plan of Reception Desk. 6. SHEET A8.1: a.) Modify Detail 6, ENTRY COLUMN DETAILS. Refer to attached sheet AD-1 1. b.) Make minor modifications to Detail 7, ENTRY CANOPY DETAIL. Refer to attached sheet AD-12. 7. SHEET S2.2: a.) Change Detail 9/S2.2 as shown on attached sheet AD-13. 8. SHEET C5: a.) Modify this sheet with the Change shown on attached sheet CD-1. B. SPECIFICATIONS: 1. SECTION 01210—ALLOWANCES: a.) Article 1.07 A., delete this allowance. 2. SECTION 09680 — CARPET: a.) Article 1.01 B, delete this article. Carpet will be specified. b.) Article 2.01 A, Change as follows: ACCEPTABLE MANUFACTURER: 'Bentley Mills, Inc." — Pattern to be Continuity, Continuum or Mercator, 26 oz. nylon, minimum face yarn weight. To all prospective bidders under the specifications and contract documents described above, the following are answers to questions submitted: 1. Question: Please confirm that the rough grading and asphalt paving at Linden Street and the Private Access Drive are being provided by the Owner per General Notes I and 2 on ASA. Answer: Yes they are. 2. Question: Is the owner also performing the asphalt demo, pavement sub -grade, and pavement markings at Linden Street and the Private Access Drive? Answer: Yes. 2X2 5TL. TUBE FRAMI COPING FLASHING TO MATCH DLDG. STL PLOTS WELDED STL TUBE DOLLAFP 4X4 STL. TILDE DOLL/ 1/5" THICK STL FLATI ON EXT. RADIUS CORI EASE EDGES SLIDING DOLTS INTO IN COLIC. SLAD TOP OF SI v too'-O" m VAUGHT • FRYE -*•A7 ARCHITECTS ARCHITECTURE INTERIOR DES, NOTES PAINT ALL STEEL ELEMENTS TRASH GATE DETAIL TRAFFIC OPERATIONS FACILITY SCALE: 1/4" = 1'-O" ADDENDUM #2 Ref. Sheet # AD-14 by Scale 1/4" _ r I 4 1 \ \ L 1 PROPOSED SECURITY ro � FENCE 1 \ 1 \\ LOT 6 16% �\ ` bti \` 3.248 \\ \\ PF SE FE ;ri - \ \\ FF = 63.3 sm. \ ;I L I IR R l 4 Q q 14 __ --� — --- --ems----- 1 96p o Q. n;>5�11 4959 , \\ i — — — — — 0 495a VAUGHT • FRYE TRAFFIC ADDENDUM #2 OPERATIONS Project number *VA7 FACILITY Date o���ro2 CD-1 ARCHITECTS Ref. Sheet# C5 ARCHITECTURE INTERIOR DESIGN 401 WestMammm Avernle SuiW200 ForcColtits,008052 Ch�J�.T.s fzx970224.1662 pho 970224.1191 w .va oOye.o � by Sple IJJR 7. Question: What is the proposed depth of road base at the gravel storage area? Spec section 02730 refers us to the civil drawings, which don't appear to note the depth. Answer: The Owner will be performing this work along with the asphalt paving. 8. Question: Sheet S1.1, The hatched slab calls for #3 rebar for reinforcement; is this in lieu of fiber reinforcing or inclusive of fiber reinforcing. Answer: The #3 rebar @ 24" O.C. is in addition to the fiber reinforcing. 9. Question: Have any colors been selected for the Storefront framing systems or tinting for the glazing? If not, is there a baseline that could be used for bidding purposes? Answer: No color has been selected for the storefront framing, and the glazing will have a bronze tint. 10. Question: Sheet A3.5, Detail 8, Should there be flashing between the window frame and the pre -cast? Storefront bidders are concerned that this may be a potential future problem area. Answer: No flashing will be required; the profile of the sill is not shown correctly; this will be clarified through the shop drawing process. 11. Question: At the area leading to the Men and Women's restrooms in Hallway 133, Sheet A1.1 shows P.T. for the floor finish, Sheet A5.1, detail 1, shows C.T. for the floor finish. Please clarify. Answer: Ceramic tile. 12. Question: Sheet A3.3, Wall Section 7, The sill detail for the windows appears to show a wood sill and refers us to detail 8 on A3.5. That detail makes no reference to the sill material or finish. Please clarify what happens at these exterior windowsills. Answer: There will be wood sills at all main floor windows and they will be finished as per Specification Section 09900, Article 3.04A. 13. Question: Several of the wall sections on sheet A3.2 & A3.3 have flag note C1 & F1 for the wall types. These flag notes are floor and ceiling finishes. Please clarify. Answer: The flag note designation F1 should be changed to W1 and the flag note designation C1 should be changed to W2. 14. Question: Sheet C10 details "Sign Post" and "No Parking Sign Detail". Please confirm quantities and locations. Answer: Only one (1) "No Parking Sign" is required, and shall be installed at the center of the north side of the large "island", between the accesses off the Private Drive. 15. Question: Sheet C5, South side of Private Access Drive. This area is noted as Landscaped Area (By Others), however Sheet L1 shows dryland seed and trees being planted in this area. Please clarify. Answer: The Landscape Plan L1 is correct, please delete the note (By Others) on sheet C5. 16. Question: Sheet C6, There is a note between the Sand/Oil Interceptor and the 6" sanitary sewer service that says "by others". Please clarify what this note is referencing. Answer: "By others" is simply referencing the Mechanical Engineer, The CE Group. The Sand/Oil Interceptor was designed and sized, as shown on Drawing P2.0 at 6/132.0. 17. Question: Sheet A6.1 (2 and 4) shows cabinetry for the Crew Room 126; should this be furniture instead? Answer: Yes, this will be furniture supplied by the City. 18. Question: Sheet C5 On the West side of the property there is a note that says: `Top of planter retaining wall at El 61.45". Please provide additional information if the planter retaining wall exists in the project. Answer: This planter has been removed from the plan set. 19. Question: Please clarify the correct plan for curb & gutter sizing. Sheet AS.1 & the civil drawings show different curb & gutter sizing. Answer: The curb & gutter should conform to the Civil Drawings. 20. Question: Sheet C6 Utility Plan. On the Northwest side of the property, there are 2-Type 3 barricades shown. Are the barricades supplied and installed by the city or the GC? Answer: These will be supplied and installed by the City when we do the striping. 21. Question: Specification Section 07133, Modified Bituminous Sheet Waterproofing. This section calls out to have membrane waterproofing under the standing seam roofing on the exterior canopy. Sheet A8.1, details 2,3 & 4 show 30# felt undedayment. Please verify if this section is required. Answer: Specification Section 07133 governs. 22. Question: Sheet A3.2, Wall Sections, Details 1 & 3. These details make reference to the ceiling and floor system notes at the wall. Please clarify the proper wall system for details 1 & 3. Answer: The flag note designation F1 should be changed to W1 and the flag note designation C1 should be changed to W2. 23. Question: Sheet A3.3, Wall Sections & Details. Detail 3. Same issue as Question 5. Answer: The flag note designation F1 should be changed to W1 and the flag note designation C1 should be changed to W2. 24. Question: Sheet A3.4, Wall Sections. Detail 3, lower wainscoat at wall. Same issue as Question 5. Answer: The flag note designation F1 should be changed to W1 and the flag note designation C1 should be changed to W2. 25. Question: Sheet C5 & C6, Site Plans. What is the Scope of work for the General Contractor for Linden Street? Is the city going to remove the existing asphalt, prep and grade, asphalt pave, stripe and furnish and install signage? Answer: The City will remove the existing asphalt, overlot grade, prep and grade, asphalt pave and stripe. The GC should plan to install signage. 26. Question: Sheet C9, Details. Are there any "No Parking, Bike Lane" signs required to be supplied by the GC in this bid? Answer: No. 27. Question: Sheet AI.!, Floor Plan. Column detail at grids 8.1 & H. The detail reference appears incorrect. Should this detail be referencing 1 1/A3.5? Answer: Yes. 28. Question: Sheet AT 1, Doors and Windows. Wood Frames "WF4, WF6, WF7". Change frame detail cut from "9/A7.2" to "9/A7.3"? Answer: Yes. 29. Question: Sheet Al .1, Floor Plan. Should the Door/Window frames at Room 112 be labeled as a "WF4"? Answer: Yes. 30. Question: Are any other topsoil amendments required other than those listed on Sheet C3, under Grading and Erosion Control Notes? Answer: No. 31. Is hydro -seeding an acceptable method of seeding for this project? Answer: Yes. 32. Spec Section 15300, 1.02, A. This item calls for a complete non -freeze (wet) fire sprinkler system. Are you implying that this system needs to be an antifreeze system? Please clarify. Answer: This is a wet pipe fire sprinkler system. The term non -freeze should be removed RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED ATTENDANCE RECORD PREBID CONFERENCE Project: Traffic Operations Facility Time: 10:00a.m. Date: February 25, 2002 Location: 625 Ninth Street, Training Room NAME FIRM NAME ADDRESS ELEPHONE FAX # E-MAIL ADDRESS S L-WS 1 �11SS£nl �p�1ST, Z pp '' �A�%o mom= IF am CaRPorzA-Tiolk Fo 5o SY3 80 970 y3z,6zr -?70 Y6Z-83� (�fd rc rn bi L ovv 1 Ii7 ED vtcic Aq �, Go IS3o (-, ell tiUFi= 2 , ` , s you C Ava 1416L4 I e_ l 410I-ut 15 q4 z21-M7 ��% L6G0 tv %ouis� �wG 0U)() 7$o0.40f, o 3-?4,1-4'>z b �)7o-zz4-L-,�6� �TAs/ uuv ��c �G.-:.� z�`i � /yc-L a�z J.�. 9�a - y6Z - S9z z 5 �` - fo`z -Gr6& Ste, liJ.✓ti [� $Er12,ja�- . C o n7b Z Z 1— - iz\-caS3 v e P© Q G 3 R.�urro�J Ira{ G a c�c� o� C 2 ;H>`k SeS3S� 22/-fff87 ,ZZ/-C17o �—!'/9µrro..sEJ fCG� 0 ATTENDANCE RECORD PRESID CONFERENCE Project: Traffic Operations Facility Time: 10:00a.m. Date: February 25, 2002 Location: 625 Ninth Street, Training Room NAME FIRM NAME ADDRESS ELEPHONE FAX # E-MAIL ADDRESS S L-nIS r%40,4iz CY?-- �o�� �er�z 1 F��SS£nt t1ST. mF6L Cart PvrZ-A--i � ivy Coi s'f z 00 'S-T- �C� 5o 5 53 lf�Z80 � Bosfa" %tee. L,,. o • 353- 8z-4 �70 5r6z-6z r a 70- 3S1•01g3 9I-0 V Sz 833�, c�f d r c rn V ED vtt.lc- Lq r. Go W l.ou/5�wG IS3o - � t O�Vlt7ra� a� S zcl 5r /HL--Lne� y Sui e 9%O-6G7-t76'7w z1-K/q 3 `7?0- ZZ4-Lc�6 5io-y62-S92z -ZZ - roL3-73S-Y' q4 ZN-Z407 tenr c-0 A.L. l(el @4- k V ell GADL6G ��.x. �T / vc%v `l 303 &/- yasS ZZI-67ZC; e 92�-fo`z 6s6£ - 5,� , I��✓v� y © Q TD 7,7- 1- z\-( 3 e C Z3 NK�� S633S� 2Z/-`SS% ,ZZ/-C17o �rb�rro rEJf��� P13 3. General Note I / ASA states that all rough site grading shall be performed by the owner. a. Question: What grade does the owner intend to furnish? Within 0.1' of the landscape, site pavement sub -grade, or building foundation sub -grade? Answer: Yes, within 0.1'. b. Question: Is the owner providing the surveying and grade stakes to accomplish the rough grading? Answer: Yes. 4. Question: Since the owner is doing the rough grading and asphalt paving work at the new parking lot per General Notes I and 2 / ASA , is the owner also performing the 2' over -excavation, sub -grade scarification, existing fill cleaning or import fill, reinstallation, and compaction? Answer: Yes, for the paving areas and the gravel storage lot. 5. Question: Please confirm that the General Contractor is only responsible for the "building permit" and "plan review" fee portions of the building permit. That is, confirm that all development fees, street oversize fees, etc. are being paid by the owner. Answer: Yes, the GC is responsible for the Building Permit and Plan Check fees and the Owner is responsible for Development Fees, Street Oversize Fees, etc. 6. Question: Please confirm that Curb & Gutter concrete, Sidewalk Concrete Mixes are to have Fibrous Reinforcing. Answer: Yes they are. 7. Question: Please confirm that all exterior Sidewalks are to receive Welded Wire Fabric. Answer: Yes they are. 8. Question: Please clarify the "continuous fabric covered strip" in 5/A6.1. Answer: The strip should have been labeled "continuous fabric covered tackboard strip" 9.Question: Please confirm that the trash enclosure gate is a custom steel gate per AS.2, not a hollow metal gate per 08110-1.01A7. Answer: The trash enclosure gate is a custom steel gate, not hollow metal. 10. Question: Please clarify the construction of the "painted steel gate" in 3/AS.2. Requirements not indicated in detail or 05500. Answer: The construction is clarified by attached sheet AD-14. 3 11. Question: Please confirm that any adjustments in equipment sizing and electrical requirements per Note B/M1.0 will be handled by a proposal request/change order. Answer: Yes, if there is a change it will be addressed through the proposal request/change order process. 12. Question: Please clarify if the owner will provide the licensed professional engineer soils / pavement design reports required by Note 33 / C2. Answer: Yes, the Owner will provide. 13. Question: Please clarify if the owner will provide the Colorado licensed engineer stamped paving section design required to be submitted by Note 2/C3. Answer: Yes, the Owner will provide 14. Question: Please confirm that if a complete street overlay is required per Note 6/C3, the cost will be addressed by a proposal request / change order. Answer: If required, the Owner will accomplish. 15. Question: Please confirm that if additional striping or signage is required by Note 14/C3, the cost will be addressed by a proposal request/ change order. Answer: Only if there is additional signage, will it be addressed through the proposal request/change order process, since the Owner is doing the striping. 16. Question: Please clarify if the owner will provide the registered engineer certification of drainage facilities required by Note 3/C3. Answer: Yes, the Owner will provide. 17. Question: Please clarify whether the "sidewalk to be constructed upon approval by C&S Railroad" is part of this contract. Answer: It is not. 18. Question: Please confirm that the owner will be solely responsible for the 50' x 20' construction easement and pavement utility easement on the south side of the project. The plan note /C6 also mentions the "contractor'. Answer: The Owner will secure this easement. 19. Question: Please clarify whether the existing Excel gas line will require relocation by the installation of the new 15" PVC storm line per C9, and if so, whether this cost is to be included in the base bid. Since Excel will not allow contractors to relocate their gas line and this cost is therefore outside of the contractor's control, can the cost be handled El either directly by the owner or by change order? Answer: The gas line will not have to be relocated. 20. Question: Please clarify whether the 3 existing evergreen trees / L1 must be salvaged, or if they may be demo'd. Answer: The Owner will have the trees relocated or removed. 21. Please confirm that the "sculpture", near the buildings south entrance, /LI is being provided by the Owner. Answer: The Owner is providing the "sculpture". 22. Question: Please clarify the requirements for the planter retaining wall /C5 to the west of the building at the intersection of the sidewalks. Answer: This planter retaining wall has been deleted per CD-1 of this Addendum. 23. Question: Please confirm that the irrigation water meter mentioned by the General Description 111 will be provided by the owner. This meter is not shown on the plumbing or irrigation drawings. Answer: This meter is not required. 24. Question: Please confirm that the intent of 00520-6.3 is not to put the risk of subsurface conditions not mentioned in the geotechnical report on the contractor, and that unexpected subsurface conditions will be addressed by proposal request / change order. Answer: If there are unforeseen subsurface conditions they will be addressed through the proposal request/change order process. 25. Question: Please confirm that cost of Stabilization Material and Ground Water Barriers per spec 02221-2.1 and 0221-2.3, if required, will be covered by a proposal request / change order. Answer: If these items are required and are outside of the scope of the Contract Documents, they will be addressed through the proposal request/change order process. 26. Question: Please confirm that the contractor is only responsible for the "building permit", "plan review fee", and "tap fee" portions of the building permit, and that any development fees, easement fees, etc. will be paid by the owner. Answer: The Contractor is only responsible for the Building Permit and Plan Check fees. The Owner will pay for the Tap, Development, Easement, etc. fees. 5 If you have any questions please contact John Stephen, CPPB, Senior Buyer, at 970- 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED m Rio WORK AREA ELEV. SCALE: Nl5 VAUGHT • FRYE TRAFFIC ADDENDUM # 2 AVA7 OPERATIONS TRef. t number ARCHITECTS FACILITY 03/11/02 �_'� ARCHITECTURE INTERIOR DESIGN heet# A6.1 QtWestMomt=A�w s�te2oo Fort Cotlms,CD8052 hX970/17A.t662 pho 97(1274.I191 www.mghtsye.c Checked by JR Scale IN t� 6RCK FACE 13EYOND 5EALANT ALL ® AROUND WINDOW T.O. PRECAST DAND PRECAST 103 4" RAND WOOD SILL WOOD NAILER RUN THRU-WALL THRU-WALL '' FLSG. UP & FLASHNG OVER TOP OF WD. NAILER Wt WINDOW SILL DETAIL SCALE: NTS VAUGHT • FRYE TRAFFIC ADDENDUM # 2 *VA7 OPERATIONS project number ARCHITECTS FACILITY Date 03/11/02 AD-2 ARCHITECTURE INTERIOR DESIGN Ref. Sheet# A3.5 401We MounlamAvenue Swte200 FmCuums,C08052 Checked by JR Scale fm970224.1662 pho 970/224.1191 ww ugtfiye,cwn Z Q J PRECAST WINDOW SILL Rfat SCALE: NTS 3" Z O WUj N Z O Q Uj W J W VAUGHT • FRYE TRAFFIC ADDENDUM # 2 -*TA7 OPERATIONS project number ARCHITECTS FACILITY date oN"I ADD-3 ARCHITECTURE INTERIOR DESIGN Ref. 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