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OWNED & MAINTAINED OWNED & MAINTAINED
BY LOT OWNER F BY SEWER DISTRICT
10' (TYP.) DISTANCE VARIES
(PLAT UTILITY EASEMENT)
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COMMON UTILITY SIDEWALK
TRENCH (PWR, w
TEL, GAS, ETC.) CURB
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6"CAP
NOTE
DEVELOPER/CONTRACTOR MAY
EXTEND STUB SERVICE DURING
SEWER MAIN CONSTRUCTION.
MAY 17. 2011
STREET SURFACE
INSTALL
6"x6"x6"TEST
TEE W/PLUG
PROPERTY LINE
2q M� OPE
200q _MA �XSLOPE
6" PVC SEWER
SERVICE PIPE
8"x6" TEE J
(TYPICAL)
8" SEWER MAIN
(TYPICAL)
ELEVATION
STUB SERVICE
CONSTRUCTION DETAIL
NTS
STUB SERVICE CONSTRUCTION
NTS
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1
0
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0
DWG. NO. I S-4
STD. 2^"A AA AAII I n 1 r rnAkAr
w/ LC
ECCEN
SECTIONS AS
NEEDED
BASE SECTI&
NOTE: A MINIMUM OF ONE ADJUSTMENT RING SHALL BE
INSTALLED BETWEEN THE BREAK OF THE CONE AND THE
MANHOLE COVER.
MAY 17. 2011
STANDARD MANHOLE
DETAIL
NTS
STANDARD MANHOLE PROFILE
NTS
DWG. NO. I S-2 L
NATIVE MATERIAL IF
APPROVED BY DISTRICT
AND GOVERNING ROAD
AGENCY
12" MIN.
6" MIN.
SOILS ENGINEERI
DETAIL NEEDED
SUBGRADE
3' MIN. 95% COMPACTON
90% COMPACTION
90% COMPACTION
0
90% COMPACTION
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
UNSUITABLE BY THE DISTRICT AND
GOVERNING ROAD AGENCY.
3. TRENCH BACKFILL, BEDDING AND
MATERIAL TO CONFORM TO GOVERNING
ROAD AGENCY SPECIFICATIONS AND
DISTRICT STANDARDS.
PIT RUN 3" MINUS
CRUSHED ROCK
5/8"-1 1/2"
PIT RUN 3" MINUS
CRUSHED ROCK
5/8"-1 1/2"
SAND -SOIL ENGINEER APPROVAL
& COMPACTION TEST REQUIRED
PEA GRAVEL
5/8" MINUS CRUSHED
2"-4" ROCK OR
OTHER MATERIAL
LISTED ABOVE
TRENCH WIDTHS (IN INCHES)
NOMINAL
PIPE
DIAMETER
MINIMUM
EARTH
MINIMUM
ROCK
MAXIMUM
2
18
24
36
3
18
24
36
4
18
24
36
6
21
24
36
8
24
24
36
12
28
28
40
TYPICAL TRENCH
DETAIL
MAY 17. 20111 NTS
TYPICAL TRENCH DETAIL
NTS
DWG. NO. I S-2 J
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PLAN REVIEW ❑04-12 ❑❑ SHEET 4 of 4
DRAWING
S-398004