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EL
OWNED k MAINTAINED OWNED & MAINTAINED
BY L01 OWNER BY SEWER DISTRICT
TV (TYP.) DISTANCE VARIES
(PLAT UTILITY EASEMENT)
I
I
COMMON UTILITY
TRENCH (PWR, SIDEWALK
TEL. GAS, ETC.) r CURB
STREET SURFACE
I
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I
s /lEES;'
STALLTEST
6 GAP PLUG O
PROPERTY LINE
----------
LI__ 2X MN. $OPE
2DE% MAX SLOPE
6- PVC SEWER
NOTE : SERVICE PIPE
DEVELOPER/CONTRACTOR MAY 8"K6' TEE
EXTEND STUB SERVICE DURING (TYPICAL)
SEWER MAIN CONSTRUCTION. 8* SEWER MAIN
(TYPICAL)
ELEVATION
STUB SERVICE
CONSTRUCTION DETAIL
�M E�rL MAT 17, NII FY N15 c1M AE 02, 2D11
Add M.\MME MEEK W&S LGY STNND.NLDS SM DTLS L4 DWG. MD, S-4
STD. 24"0 MANHOLE FRAME
w/ LOCKING LID
2D' 110' q'
ECCENTRIC CONE
a
SECTIONS AS
NEEDED
BASE SECTION
NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE
INSTALLED BETWEEN THE BREAK OF THE CONE AND THE
MANHOLE COVER
STANDARD MANHOLE
DETAIL
aA DAIE ENvaI sME p5lgcl M4DWk DnIE awPDMD
MAY 17, 2011 NT$ K, V. ANE 02. 2011
a sg11¢x ME NME
M:\SWS CREEK WRS\OESp STANOAR05\$MR DR$\5-D DWG. NO. I S-27
MR OICK
RIM ED�R 72G2
PPp RII�RDo
pOEHDLf
O
MR��
RIM c R 77�.pP(1�8 ftool
OP��C RAl l
,
SEr
NOTE: CONCRETE SHALL BE BRUSHED
FINISHED. IF ASPHALT IS USED IT
MUST BE COMPACTED.
MANHOLE RIM AND COVER
OFF PAVEMENT
Evmx DAIE s.M WSRLM rarNDvrE ATE ArRvum
o- MAY 1T, 2011 N15 K.V. D .NNE 02. 2011
gARgS EAE \90
u: \5W5 GREEN WR$\pE5G11 $iMIpAN02 SMR DRS\$-2d DWG. NO. $-23
SUBI
}' AN. 1165 CWPACTON NT�' MINUS
CRUSHED ROOK
I / 3/8'-1 1/2'
I NATA MATERIAL IF
APPROVED BY 05TNCT yd{ C01IpgCl10N PIT RUV S' MINUS
AND AOVERNNG ROAD CRUSHED RODE
AGENCY
I
12" MIN, 9tlR CWPACTION
O SY10-SQL ENGINEER
RAVE APPROVAL
OM R CPAC7104 TEST REQUIRED
PEAA
5/8' MINIS
CFCR
LSIED
fi MIN.
( I 2'-4- ROCK OR
SQLS ENONEERING—t� SM CDIPACTION I OTHER MATERIAL
DETAIL NEEDED ( T USTED ABOVE
NOTES:
1. BEDDING REQUIRED IN RIGHT-OF-WAYS,
DRIVEWAYS. PARKING LOTS. PAVED
AREAS, AND NON -PAVED AREAS.
2. BEDDING FOR RIGID PIPE SHALL BE
NATIVE MATERIAL UNLESS JUDGED
JNSUITABLE BY THE DISTRICT AND
GOVERNING ROAD AGENCY.
3. TRENCH BACHFILL. BEDDING AND
MATERIAL TO CONFORM TO GOVERNING
ROAD AGENCY SPECIFICATIONS AND
DISTRICT STANDARDS.
THENCIIWIDTNS (N NOES)
NOMINAL
PIPE
MINIMUM
EARTH
MINIMUM
AODc
YAYIYl1M
2
IB
1 24
fi
3
B
24
6
4
IB
24
fi
6
21
24
M
B
24
24
W
12
M
20
40
TYPICAL TRENCH
DETAIL
DWG. NO.
FOR REFERENCE ONLY. SEE APPROVED SOOS CREEK SEWER PLANS
11/14/19
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BASE MAP
SHEET
7
BF
7