HomeMy WebLinkAboutAddenda - BID - 5683 2203303 CABLE 27 WORK A HAULICS (3)Admini. ltive Services
Purchasing Division
CITY OF FORT COLLINS
ADDENDUM No. 5
BID #5683
CABLE 27 STUDIO AT CITY HALL — PHASE 1
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid #5683 Cable 27 Studio at City Hall — Phase 1
OPENING DATE: APRIL 4, 2002, 3:00p.m. (Our Clock)
To all prospective bidders under the specifications and contract documents described above, the
following changes are hereby made.
A. General:
All work is to be bid as shown on the addenda and the drawings.
Weekend work shall be bid at 128 hours of weekend work to be included in the base bid.
B. Drawings:
SheetX1,
Contractor to remove perimeter of concrete floor slab as required for clearance to drill
holes in stem wall and install drain and dowels.
Sheet A1.1,
Revision: Remove exterior perimeter
waterproofing. See attached sketch.
drain and with interior perimeter drain and
Sheet A1.2,
Revision: Remove exterior perimeter drain and replace with interior perimeter drain and
waterproofing. See attached sketch.
ATTACHMENTS
Floor Plan Sketch
Section Sketch
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.
215 North Mason Street • 2nd Floor • P.O. Box 580 • Fort Collins, CO 80522-0580 • (970) 221-6775 • FAX (970) 221-6707
CONTROL
B12
CORE DRILL AS HIGH 45
POSSIBLE FOR SUMP
RAMP DISCHARGE --�—
NEW CONCRETE SLAB.
EN STING W/ •3 BARS m
ROCK LANDSCAPING
AROUND PERIMETER TO
MATCH LANDSCAPING
NEAR RAMP --
EX15T PLAZA
WALL TO REMAIN
REcOCATE EXISTING
SPRINKLER HEADS 5YIN
AWAY FROM BUILDING
WALL CONTRACTOR TO
VERIFY LOCATION AN
NUMBER IRRGATIO'
LAYOUT TO BE D IGN
BUILD BY CONT CTOR-
8'T CONC SLAB W/ EPI
COATED •3 BARS m p•
OC. EACH WAY —
METAL DECK OR
PLYWOOD FORM TO
SUPPORT 100 PSF CONC.
LOAD UNTIL CURED --
NEWSTICONCRETEBARS SLAB DWEL
O
EXING W/ •3 m qE
\\\\\
�-
TIIYJ COATS AGJAFIN IC
Y 1X4
T PORARI. ILL
'4TERIOR WATERP SING
ON FLOOR AND L-5 - /
INSTALL
/S' EXTERIOR GRA Pt
SHEATHING d 3'-0" x
DOOR VERIFY LOCKING
PER M f.
RECOMENDAT ONS
5TJAO
REOUIREMENT5 W/ OWNER
BLOCK -�
B14
INFILL OPENING AT REMO,
FAN W/ 8' SLID CONCRE'
EXISTING FOUNDAT.ON WALL
CAULK C W/JT. N
O
IN LL ]4'm SUM W G
GRATE H
AWAYDAYFROM
IN IN GRA56
RE: MECHAM IBIJI_DI
CAL
UNDER SLAB M 6' PEA GRAVEL
ALL AROUND TO PUMP (WRAP W/
EXI5TING TREE TO
BE PROTECTED _
AND REMAIN
�'_0
Ul
O
BUILDING
OPENING FOR FUTURE MOUNTING -
FRAME AND DUCT - CCVER
OPENING W/ 12 GA. GAL,- METAL
W/ 14l 3/5'0 EXP- BOLTS CENTER
ON WALL SET IN BED OF CAJL<
FUTURE MECHANICAL CURB
RELOCATE 'EXISTING SPRINKLER
HEADS 5' MIN AWAY FROM
BUILDING WALL CONTRACTOR TO
VERIFY LOCATION AND NUMBER
IRRIGATION LAYOUT TO BE DESK
BUILD BY CONTRACTOR
4'. PERFORATED PVC DRAM
PIPE UNDER SLAB IN 6' PEA
GRAVEL ALL AROUND TO PUMP
WRAP W/ SCREEN
)CATION OF
AREA - DO
1/2' EXPANSION JT
W/ SEALANT
6- THICK CONIC SLAB W/
LT. BROOM FIN.
t IR'. 57EEL HANDRAIL -
PAINT
x T'-0' INSULATED
4 HMF IN WOOD
ED WALL W/ 5/6'/
b' THICK CO C-SLAB W/
LT BROOM FIN
CAST -IN -PLACE CONCRETE
STEPS W/ ILL BROOM FIN.
CAST -IN -PLACE CONCRETE
RETAINING WALL W/
NTERGRAL COLCR TO
MATCH EXISTING BRICK
APPROX- LCOAT ION OF }'
PVC DISCHARGE PIPE IS
FROM STEPS
EXISTING GAS TANKS TO
REMAIN AND BE
\ PROTECTED VERIFY
� LOCATION
O V. METAL EiA m
dLL AIlOND E
MAO OEDdPNG iO
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RATE WI (H 3AVI Jx .
9
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I
NOTE:
IELOC M EXIGT
8PR810.ER NEADB e'-0' MIN
1 WILDMb(Ml
LAYOUT TO M OEWOI
WILD GY =Krl DTOR
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WALL DUO
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Geer.
WALL
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IiTIAIN
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DRAM APE UNDER 111 G
N 8' PEA MAVEL ALL
ARgEO TO IRI'1P URAP,1
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MATCH IXW.lTTT.
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OF IELOCATED
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