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IE=203.90, 8" IN)
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30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
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NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
I7AM/ A\/C AIf171Ti I. C`TA nn i nn nn
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
Q" -1 nnw
30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
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NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
I7AM/ A\/C AIf171Ti I. C`TA nn i nn nn
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
Q" -1 nnw
30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
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NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
I7AM/ A\/C AIf171Ti I. C`TA nn i nn nn
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
RFPI ArF FXIgTIN(; F" rnmr
STA. 3+15.0. 3.0' RT.
SSMH#2, 48"
RIM=210.69
IE=203.80, 8" OUT)
IE=203.90, 8" IN)
Q" -1 nnw
30' PUBLIC UTILITY
EASEMENT
INSIDE DROP PER
CITY STANDARD D'
STA n + n n 7A n' RT
RIM=208.12
IE=200.66, 8"�W/IN—DROP)
IE=196.14, 12 (EX.)
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
SANITARY SIDE
SEWER
STUBS SHALL BE PVC PLACED
AT
MINIMUM SLOPE=2.00%,
TYPICAL.
CALL 811 BEFORE YOU DIG!
UTILITY CONFLICT N OTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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REVISION
402.2
1/2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
"RELINER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
3/4 THE DIAMETER OF
THE DOWNSTREAM PIPE
NOTA
1. INSIDE DROPS ARE ONLY TO BE USED UPON XPPROVAL BY THE
WASTEWATER UTILITY SECTION,
2, ALL PIPES ANIS FITTINGS STALL HE SIMILAR SIZE AND MATERIAL
AS INCOMING MAINLINE,
3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE
60" DIAMETER.
�'. CONNECTIONS TO MANHOLE SHALL RE FADE USING GPK ADAPTOR,
KKR -3 _SEAL PMTS OR APPROVED EQUAL.
5, VATHIN A 60" DIAMETER MANHOI E. THE MAXIMUM ALLOWA13LE DI AMETEK
OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN
DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER
UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE.
C. "RE -LINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELIE. AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEA CENTER STRAPS
SHALL BE INSTALLED WITH A MINIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS
STEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
+ DEPARTMENT
-PUBLICWORKS
INSIDE IMOD CONNECTION
FOR SANITARY M;NNOLI
SM. PLAN t2
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
S- 383001
SLANI�SCAM
SURVEYING
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. 0 FEE, P.E. ONE INCH
CHECKED: Al FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SCALE
VERnCAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
'kR
CITY OF
mu
RENTON
Planning/Building/Public Works Dept.
GRAPH/C SCALE
0 15 30 60
1 inch = 30 feet
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER PLAN & PROFILE
2820 PARK AVENUE NORTH
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07/14/2015
FIELD130M.
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