2023-03-03_REVISION - M2003016

• Permit No: M2003016
• IBM Index Class Name: Revision
• Doc Date: 3/3/2023
• Doc Name: Request for Technical Revision
• From: City and County of Broomfield
• To: DRMS
• Type & Sequence: TR6
• Email Name: ECS
• Email Name: MAC
• Email Name: AWA
• Media Type: D
• Archive: No

PUMP STATION NOTES cc---5:1. PROVIDE DESIGN BUILD FOR PUMP STATION BUILDING,ELECTRICAL SYSTEM,MECHANICAL SYSTEM,AND
CONTROLS/TELEMETRY.PROVIDE PLANS FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
2. COORDINATE ALL PENETRATIONS THROUGH FLOOR,WALLS,AND FOUNDATION WITH OWNER. CIVIL R E S"*U R C E S
3. ALL WIRING SHALL BE PLACED IN CONDUIT(NO DIRECT BURY)AND A WIRING DIAGRAM SHALL BE SUBMITTED BY
ROOF HATCH ELECTRICIAN FOR APPROVAL BY OWNER'S REPRESENTATIVE. 8308 COLORADO BLVD
12' SUITE 200
z' GUTTERS&DOWNSPOUTS ARCHITECTURAL NOTES FIRESTONE,CO 80504
6'
AS REQUIRED 303.833.1416
GENERAL NOTES:
S.ROOF INSULATION:SHEETROCK CEILING W WWW.CIVILRESOUFtCES.COM
ROOF HATCH TO REMOVE PUMPS 1.COMPLY WITH ALL APPLICABLE LOCAL BUILDING PSHEETROM ROCK AS MINIMUM UL PER LOCAL CODE.
CODES,ORDINANCES AND REGULATIONS PERTAINING PROVIDE VENTS
CEILING INSULATION. PROVIDE
TO CONSTRUCTION. ROOM VEN75 PER LOCAL CODE.
2.ELECTRICAL AND CONTROL WIRES SHALL BE BUILDING FOUNDATION AND FLOOR: B R O O M F I E L D
CONTAINED IN CONDUIT IN FLOOR SLAB
1.FOUNDATION AND FLOOR TO BE DESIGNED BY A
3.MINIMUM FINISHED FLOOR ELEVATION SHALL BE LICENSED PROFESSIONAL ENGINEER. PLANS FOR -
AT LEAST 6'PLUS 1 PERCENT ABOVE LOW POINT OF THE FOUNDATION SHALL BE SUBMITTED FOR REVIEW
LOT,MINIMUM FPM.A.FLOOD ELEVATION,OR AS AND APPROVAL AND MUST MEET ALL LOCAL CODES
NOTED ON SITE PLAN. AND RULES.
12'ROLL UP CITY AND COUNTY OF BROOMFIELD
GARAGE DOOR IW INSIDE 4.ALL FOOTINGS SHALL EXTEND BELOW GRADE 2.FOUNDATION DESIGN SHALL BE DESIGNED FOR
IW INSIDE MINIMUM PER APPLICABLE CODES AT BEARING PIPE PENETRATIONS INTO AND OUT OF THE
CLEAR DISTANCE CLEAR DISTANCE yyAllS INTERIOR BEARING WALL FOOTINGS 6-INTO BUILDING AS SHOWN IN THE DETAILS. 3951 WEST 144TH AVENUE
(MIN) (MIN) NATURAL GRADE UNLESS NOTED OTHERWISE.
14' 3.SOIL BEARING CAPACITY FOR DESIGN OF BROOMFIELD,CO 80023
5.SLOPE BACKFILL 6'OF FALL IN FIRST 10'AWAY FOUNDATION IS 2,500 PSF. 303A64.5604(p)
FROM FOUNDATION WALL. ERIN MESSNER
BUILDING DOORS
6.SEAL SILL PLATE&TOP PLATES OF ALL EXTERIOR
WALLS,DOOR JAMBS W/CAULK,GASKETS,BACKER 1.DOORS SHALL BE STEEL WITH STEEL FRAMES
RODS,OR EQUIVALENT. RATED FOR EXTERIOR USE.
7.PROVIDE WEATHER STRIPPING AT ALL ATTIC 2.DOOR FOR ACCESS TO PUMP COLUMN PIPE SHALL
ACCESSES/ACCESS PANELS. BE ALIGNED AS SHOWN IN THE PUNS TO ALLOW FOR LL.I
x v I REMOVAL AND INSTALLATION OF THE SUBMERSIBLE
PERSPECTIVE A 28' PERSPECTIVE B 8.ALL PARTICLE BOARD,MOP.&PLYWOOD SHALL BE PUMP.
1 CERTIFl ROLL UP ED LOW FORMALDEHYDE EMISSION. H
12' 3.PAINT DOORS AND FRAMES WITH COLOR TO MATCH / '
GARAGE DOOR S' 3' S' 9.PROVIDE MOISTURE RESISTANT BACKER BOARD IN METAL ROOF. V
ALL WET AREAS. 4.EACH DOOR SHALL BE PROVIDED WITH A HEAVY O
26'.0"
10.ALL SUBCONTRACTOR DISCIPLINES MAY SUBMIT DUTY DEAD BOLT LOCK.LOCH TO BE KEYED PER Q/
VALUE ENGINEERING ALTERNATIVES AND PROVIDE OWNER'S REPRESENTATIVE.
ASSUMPTIONS/BASIS FOR ALL ITEMS INCLUDED IN
28' BID. MECHANICAL: Ln
11.BUILDING COLOR SHALL BE APPROVED BY THE 1.ELECTRIC SERVICE PER ALL APPLICABLE BUILDING Q O
OWNER. AND UTILITY CODES. c� J
LL p
12.COST FOR BUILDING SHALL INCLUDE 2.ENTIRE HVAC SYSTEM TO BE WITHIN CONDITIONED z I ,
ARCHITECTURAL DRAWINGS,CONTRACTOR BUILDING ENVELOPE,SIZED ACCORDINGLY BASED ON V
COORDINATED SUBMITTAL TO THE WELD COUNTY BUILDING PERFORMANCE.WITH ALL DUCTS,
BUILDING DEPARTMENT,FOUNDATION DESIGN, PLENUMS,&EQUIPMENT SEALED WITH UL-RATED
PERSPECTIVE A DOORS AND ALL APPURTENANCES TO CONSTRUCT FOIL TAPE AND/OR MASTIC. w
THE BUILDING. 1-y 3.USE OUTDOOR MOTION E LIGHTS FOR
20' 13.ALL OVERHEAD GARAGE DOORS SMALL BE ROLL AREAS ADJACENT TO PERSONNEL
AN U
AND GARAGE Li j Z z
UP AND HAVE A CHAIN DRIVEN OPENER. DOORS. S Q D
14.GUTTERS,DOWNSPOUTS AND SPLASH PADS ARE 4.PROVIDE AN AUTOMATED MECHANICAL w Q
REQUIRED. VENTILATION SYSTEM EXHAUSTING TO OUTSIDE. \ (�
CMU BLOCK: 5.INSTALL RETURN DUCTS OR TRANSFER GRILLS IN z 0
PLAN-PUMP STATION BUILDING ALL ROOMS HAVING DOORS. O
1.BLOCK:BASAL[TE B'NORMAL WEIGHT J
6.USE RATED AIR TIGHT TYPE"IC'HOUSING FOR ALL U W
2.MORTAR:AMERIMIX COLORED,TYPE S.,COLOR RECESSED LIGHTS.
470R.SUBMIT SAMPLE FOR REVIEW AND APPROVAL of
BY OWNER. 7.MECHANICAL SYSTEM WILL BE DESIGNED TO
PROVIDE ADEQUATE COOLING,HEATING,AND LL.I
3.CONTROL JOINT:WIRE-BOND PVC CONTROL JOINT VENTILATION FOR PROPER OPERATION OF THE
MODEL NO.2901 ELECTRICAL CONTROL EQUIPMENT.COORDINATE Q
LADDER4. MESH:WIRE-BOND SERIES 200, INSTALLATION WITH OWNER'S REPRESENTATIVE.
STANDARD SRD TAN WEIGHT,NOT DIPPED GALVANIZED. SMOKE DETECTOR:
S.INSUTATION:PERLITE LOOSE--FILL MASONRY PER ALL APPLICABLE BUILDING CODES.SEE
ROOF HATCH
INSULATION. ELECTRICAL PLAN FOR LOCATIONS.
BUILDING ROOF: REVISIONS
GUTTERS&DOWNSPOUTS 12 NO DESCRIPTION DATE
AS REQUIRED 1.SLOPE STYLE METAL ROOF WITH 24'OVERHANG.
y GUTTERS&DOWNSPOUTS PROVIDE 2/12 ROOF SLOPE.
AS REQUIRED
2.METAL ROOFING:SHEFFIELD METALS
- - - - INTERNATIONAL SMI 1.5"SNAP LOCK 450 SL
STANDING SEAM.COLOR TO BE SLATE BLUE
3.SOFFIT PANEL:SHEFFIELD METALS INTERNATIONAL
SMI 1.0'CWP
4.UNDERLAYMENT:TAMKO TW METAL AND IRE.
18'INSIOE 18'INSIDE IW INSIDE 1B'INSIDE
CLEAR DISTANCE CLEAR DISTANCE CLEAR DISTANCE 22• CLEAR DISTANCE
(MIN) (MIN) (MIN) (MIN)
14'
GUTTER EXTENSION
3'MIN.
DESIGNED BY:9L1L DATE:January 2023
3 DRAWN BY: ]PM SCALEAS NOTED
O
CHECKED BY: Mtj
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t 12'ROLL UP 1' 308 NO.: 329,001.01
N 5 3' T GARAGE DOOR DWG NAME'PUMP STATIONMWG
A.
28 PUMP STATION
Ll
3 1 22 BUILDING
c
PERSPECTIVE B
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SHEET:
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