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RIM 205.53
IE 198.41' 8"CONC N
IE 198.73' 6"CONC E
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IE 194.23: 8"CONC W
E 194.588"CONC E
194.58' 12"PVC S
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IE 195.01' 1
IE 195.11' 1
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A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
8" PVC SEWER
EXISTING SIDE SEWER LOT 1 NO AS —BUILT ON INVERT
BUILDING
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FENCE COP"' REBAR &CAP
{ 18"CHERRY LS 5025 LABELED 1'OFFSET
0' nr -p 1.5' OF CORNER
+ 4
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LOT 8 I I
LOT 1
STA. 2+92
STA. 3+14.86 3.74' RT.
SSMH 2, 48
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IE=203.54, 8"�N)
S89'0 "E 140.02'
FENCE-
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LOT 7 \
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AREA UNDER °p `V STA. 2+38
* CONSTRUCTION + MIN. FF= 210.00
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FND. REBAR C
LS P25 I
` ROOF HEIGHT
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225.23'
EXISTING
BUILDING
END I SM
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FEN. ANGLE
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IS 0.9'N OF LINE
S89'
15"E 158.02'
tom'
LOT 2
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(9-10-14 NORTH 28th STREET; STA. 10+00
PARK AVE NORTH; STA. 20+09.00
PARK AVE NORTH; STA. 20+00.00
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I I I 315LF., 8" PVC SS@S=2.30%
LOT 6
STA. 1 +70 I
MIN. FF=209.00
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IHED
+' I I I I S ED IS
LOT 5
0. 'E OF LIN,
STA. 1 + 10 I I I
MIN. FF=209.00 I I I
I 30' PUBLIC UT
EASEMENT
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STA. 0+55 +�s
MIN. FF=208.00
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0.2'E OF LIN
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SPEED LIMIT
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10 R
NORTH 28th STREET
12+00 —
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STA. 0+00.79, 3.0' RT. RIM 207.0T11
SEWER MH
RIM 208.01'
SSMH # 1 , 6 0 " DRY WELL96.34' 12"PVC W
RIM=207.87 IE 196.44' 12"PVC E
IE=196.17, 8"�N)—PVC
IE=196.17, 12' E)—D.I.
IE=196.07, 12" W)—D.I.
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL
AT
SANITARY SIDE
MINIMUM SLOPE=2.00%,
SEWER
STUBS SHALL BE PVC PLACED
TYPICAL.
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
CALL 811 BEFORE YOU DIG!
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
wasH0F�.�,
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27460
FSS�ONAL '��
05/09/2016 NO.
AS -BUILT 05/09/2016
1/2 PLUG AS DAM
TEE OF APPROPRIATE SIZE
SEE TE 2
"RELINER" RAND STAINLESS
STEEL JUSTABLE CLAMPING
BRAG S OR APPROVED EQUAL
90' N D
4 THE DIAMETER OF
E DOWNSTREAM PIPE
NOTES:
1, INSIDE DROPS ARE ONLY BE USED UP APPROVAL BY THE
WASTEWATER UTILITY TION.
/EANDPES AND FIT S SHALL BE SIMILAR SI AND MATERIAL
OMING MAI E.
M SIZE HOLE FOR INSIDE DROP CONNECT SHALL BE
IAMET
CTI TO MANHOLE SHALL BE MADE USING GPK PTOR,
AL BOOTS OR APPROVED EQUAL -
A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE METER
E INSIDE DROP PIPING IS 12". IN51DE DROPS EXCEEDING " INTER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WAS ATER
Y AND MAY REQUIRE A LARGER ❑IAMETER MANHOLE.
ER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS
OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF
BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE.
IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS
SHALL BE INSTALLED WITH A MINIMUM SPACING OF 4 FEET
ON CENTER. BRACKETS SHALL BE ATTACHED UTILI_ZING STAINLESS
STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS.
PUBLIC WORKS INSIDE DROP CONNECTION
31'D. PIJLH — 4C
D1@PARTMR1gT FOR SANITARY MANHOLE
MARCH 2O08
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
LOT:4 LOT 5
LOT 6 LOT 7
LOT 8
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EXISTING GRADE
LINE PROFILE
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PROPOSED ROAD PROFILE
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200
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SSMH 1, 60';
RIM=207.87
IE=196.17, 8"�N)—PVC
0+00 IE=196.07, 12' W)D.I. 1 +00
2+00
3+00
LANKTREE SURVEYING
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION BY DATE APPR I APPROVED:
0 mil,.
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
091 CITY OF
mu RENTON
Planning/Building/Public Works Dept.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
SEWER PLAN &PROFILE
2820 PARK AVENUE NORTH
S-383003 � �
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05/09/2016
FIELDBOOK:
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SHEET: 11
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