HomeMy WebLinkAbout02-C3.0-UTILITY DETAILSC3.0
11/27/2024
JLS
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
325-05CHICK-FIL-ABOZEMAN, MONTANA4500 E VALLEY CENTER DRIVESTREET SURFACE
5 1/2' BOULEVARD (TYP.)
5' SIDEWALK
(TYP.)
PROPERTY LINE OR
EASEMENT LINE
STEEL POST MARKER
PAINTED BLUE
GROUND SURFACE
CURB BOX
PROVIDE 5' STATIONARY
ROD IN ALL CURB BOXES
CURB STOP
BASE MATERIAL
CORPORATION STOP
TRENCH BOTTOM
3/4" DIA. MIN.
SERVICE PIPE
11.5'
(TYP.)
1'
4'
1'
2.5'
8'
6" MIN.
6 1/2' MIN.
COVER
(TYPICAL EXCEPT IN SPECIAL
CIRCUMSTANCES WHERE CITY HAS
APPROVED ALTERNATE LOCATION)
WATER MAIN
SELECT MATERIAL BACKFILL AREA
(SEE SPECIFICATIONS)
DETAIL OF A
PROPERLY
INSTALLED
CORPORATION
STOP.
TAP MAIN AT
SPRINGLINE
SEE DETAIL
BELOW
NO COUPLINGS OR OTHER JOINTS ALLOWED ON SERVICE PIPE FROM
CORP. STOP TO CURB STOP FOR 3/4" AND 1" SERVICES. STRAIGHT
COPPER PIPE SHALL BE USED FOR 1 1/2" AND 2" SERVICES
GENERAL NOTES:
1.WATER SERVICE LINES SHALL HAVE A MINIMUM 6 1/2 FOOT COVER MEASURED FROM THE EXISTING GROUND
SURFACE, EXCEPT THAT COVER SHALL BE MEASURED FROM THE CENTER LINE STREET GRADE WHEN SERVICE LINES
ARE LAID TO A STREET SIDE WHICH HAS AN UPHILL SLOPE. WATER SERVICE LINES SHALL HAVE A MAXIMUM 7 1/2 FOOT
COVER AT CURB STOP.
2.WATER SERVICE LINES SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS OR AS SPECIFIED.
3.BEDDING SHALL BE 1" DIA. MAXIMUM WITHIN 6" OF SERVICE PIPE.
4.INSTALL CURB STOP SO THAT OPERATING KEY IS PARALLEL TO STREET IN OFF-POSITION.
WATER SERVICE LINE
SCALE: NTS SOURCE: COB. STD. DWG. NO: 02660-6
1
2
3
4
4
TAP BY CONTRACTOR
STANDARD FIRE SERVICE LINE INSTALLATION3SCALE: NTS SOURCE:COB. STD. DWG. NO: 02660-2
SANITARY SEWER SERVICE LINE1SCALE: NTS SOURCE: COB. STD. DWG. NO: 02660-1
SANITARY SEWER CLEANOUT2SCALE: NTS SOURCE: COB. STD. DWG. NO:02730-4
TYPICAL PULL BOX/SPLICE BOX MIN.
DIMENSIONS STANDARD DETAILS
SCALE: NTS SOURCE: COB. STD. DWG. FIGURE 2
TYPICAL IN-GRADE COMPOSITE
PULL BOX/SPLICE BOX DETAIL6SCALE: NTS SOURCE: COB. STD. DWG. FIGURE 3
CL
GRADE6" (MIN.)7'-0" (MIN.)1'-4"
LAP LENGTH
A A
21
2" (TYP.)
SECTION A-A
3"1"3"1"NOTES:
1. DESIGN BASED ON 29.5' LIGHT POLE
W/ CONC. FOUNDATION PLACED IN
CL SOILS (USCS CLASSIFICATION).
2.WELDING OF STEEL REINF. NOT
PERMITTED.
#4 TIES @ 3" O.C. (TOP 3), #4
TIES @ 12" O.C. THEREAFTER
FOR REMAINING HEIGHT
(8) #6 LONG. REINF. BARS
(EQ. SPACED ABOUT PERIMETER)
ANCHOR BOLTS BY OTHERS
(REF. BOLT CIRCLE PER MANUF.)
24"Ø CONC. PIER
24"Ø CONC. PIER
(f'c = 4,500 psi MIN., F2 EXP. CAT.)
FINAL #4 STIRRUP PLACEMENT,
AS SHOWN
(8) #6 LONG. REINF. BARS (Gr. 60)
(EQ. SPACED ABOUT PERIMETER)
ANCHOR BOLTS BY OTHERS
(3" MIN. PROJ. ABOVE CONC. PIER,
REF. BOLT CIRCLE PER MANUF.)
#4 TIES @ 3" O.C. (TOP 3), #4
TIES @ 12" O.C. THEREAFTER
FOR REMAINING HEIGHT
5000 psi (MIN.) NON-SHRINK GROUT
LEVELING BED, TEMPORARILY SHIM
LIGHTPOLE BY OTHERS
3/4" CHAMFER ABOUT PERIMETER
ELECTRICAL CONDUIT CAST
IN CONC. BY OTHERS
LIGHTPOLE BASE BY OTHERS
LIGHTPOLE BASE COVER BY OTHERS
LIGHTPOLE FOUNDATION DETAIL
8 SCALE: NTS
TYPICAL CONDUIT BURIAL DETAIL7SCALE: NTS SOURCE: COB. STD. DWG. FIGURE 15 UTILITY DETAILS