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385.82 SS`� ,,�� G�c �� �`� �� „ c�G
EXISTING LADDER ON NE SIDE
CONNECT TO EX SSMH WITH INS/DE DROP `� �ti°P��F OF STRUCTURE TO REMAIN
PER C.O.R. STD DTL 402.2 AND SPECIFIC CONNECTION DETAIL. EX/STING 22" PLASTIC
SEE SHEET C5.31 FOR BOTH DETA/LS LINED CONCRETE PIPE 1
CONTRACTOR SHALL POTHOLE AROUND THE EXISTING
STRUCTURE AND DETERM/NE SIZE OF EX/STING CAISSON.
_ P _ P
L OCA TION OF CONNECTION SHALL BE TORCHED OR CUT
THROUGH CAISSON AND THEN CORE DRILLED FOR NEW
CONNECTION. PEA GRA l/EL AROUND STRUCTURE SHALL
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BE VACTORED OUT DOWN TO CONNECTION POINT,
PR/OR TO CORE DRILLING, AND THEN BACKFILLED
AFTER INS/DE DROP CONNECTION /S COMPLETE.
SLF 0.0802
-4-F 8" Pl/C 9
H /
SSMq
STA. 92f56.16, 10.00' RT
TYPE 1-48"
--
R/M 996 66 398.69
L -
8" If /N 566 99 (SE)386.69
8" If OUT 35686E (NE) 386.54 4
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TOP OF -
SLOPE I c
(Typ) \\
15' BUFFER --
(TYP)
PROPERTY LINE
(TYP)
EX TREE TO
BE SA VED (TYP)
EXISTING LADDER ON NORTH SIDE OF S
SHALL 9
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J Ji�rn Z CD
STA. 937460. 49, 10. 00' RT �,�������
TYPE 1-48" IS4 c��''
RIM 99899 398. 42
8„ z7 1E /N n�68 (SW)391.22
8 /E OUT490 6-9 (NW)390.42
P P P
SEWER MANHOLE
PER C.O.R. STD DTL 400.1,
SEE SHEET C5.31 (TYP) \
SEE CHANNELIZATION DETAIL, \
THIS SHEET
94*0,0 95f00 -
- tF 8" PVC ®-8.-936-0 0.0359 � CASING PIPE � NE SUNSET BL VD
104LF SEE 55-1 PROFILE, PER C.O.R. STD DTL 412, EX GROUND
�3g8'
BELOW , , SEE SHEET C5.31 CONTOUR (TYP)
-- - - - - --ZZL�
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_- -___ _I. 97LF
I PROPOSED 410 - • _9 8z 0/_ � �- EX Ol
STREET LIGHT rl- - - ` TO RE
01770
�1418
420
76 ,
�426i' 77 �
SSMH 3
TRACT`( SEE SHEET STA. 70*21. 00, 7. 00' RT
(CRITICAL AREA) TYPE 1-48"
SIDE SEWER C5' 07 R11V /N 422 4 408.79
PER C.O.R. STD DTL 406.1, 8" lE OUT 466�z2 (NE) 408.
SEE SHEET C5.31 (TYP)
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SSMH 2 - CHANNELIZA T/ON DETAIL
SCALE- 1 "=1 '
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
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n
3
8LF
-ttF 8"
0.0675 9-8.-6
(TO EXS�
SURVEYED:
BY OTHERS
SCALE:
AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORS
ONE INCH
SCALE
IF NOT
ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
430
420
SEWER LEGEND
KEY MAP
SEWER P/PE
410 - - SEWER EASEMENT SCALE: 1 " = 3 O'
EX/S77NG SEWER P/PE
SEWER P/PE FLOW ARROW o 15 30 so
0 SEWER STRUCTURE
O SEWER CLEANOUT
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH CITY OF RENTON STANDARD SPECIFICAAONS.
2. WHERE THE WATER MAIN INSTALLA77ON CROSSES OVER SANITARY SEWERS, THE MINIMUM VERTICAZ
400 SEPARATION SHALL BE 18 INCHES, OR CONSTRUCAON SHALL BE /N ACCORDANCE WITH DOE
CRITERIA FOR SEWAGE WORKS DESIGN (SEE DETAILS).
3. ALL SIDE SEWER TEES SHALL BE FIELD LOCATED.
4. CONTRACTOR SHALL FIELD VERIFY CONNEC7ON TO EXISTING PIPE FOR PROPER AS-BU/L T
ELEVAAON PRIOR TO CONSTRUCTION OF MANHOLE OVER LINE.
SIDESEWER NOTES
1. M/N/MUM SLOPE ON 6" S/DE SEWER LINES /S 29
390
2. UNITS NUMBERS MARKED W/TH A "*" WILL HA VE BACKWATER VAL VES INSTALLED ON THE
PR/VA TE SIDE (UPSTREAM) OF THE CLEANOUT AT THE END OF THE SIDE SEWERS.
3. SEE SEWER SERVICE PLAN ON SHEET C5.09 AND C5.10 FOR SIDE SEWER /NFORMA AON.
m
370
CITY OF
RENTON
Planning/Building/Public Works Dept.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
,con PLANNING
�zw� DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
S-425509
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
SA NITA R Y SEWER PLAN & PROFILE
SS-1
CONSTRUCTION RECORD DRA WINGS
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DATE:
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0/111202J
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