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SANITARY SEWER NOTES:
TO BE INSTALLED BY THE CITY OF RENTON MID FEBR ARY 2002 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
i '- I REQUIRES 15' UTILITY EASEMENT AND 15' TEMP. CON TRUCTION EASEMENT ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
rn 2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
0 J SANITARY SEWER STUBS ARE DETERMINE FROM THE EASEMENT CENTER
D I LINE STATIONING. MINIMUM INVERTS ARE CALCULATE USING A SLOPE OF
1 p 2% FROM THE SEWER MAIN LINE ACTUAL LOT INVERT CAN BE HIGHER,
^� W �� AND THE STORM LINES TO BE�MNNTJ MAINTAINED.
STUBS AND THE WATER LINE.
MH 48" M WEST OF CL MH -5't WEST OF CL 3. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
/ \ NEW 48° MH
a SEE NOTE 6 ON THIS SHEET NEW 48" MH REE DE TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS
230 0 SEE NOTE 6 ON THIS SHEET
SEE OE TAIL ON SHEET 4.
m 4. SANITARY SEWER STUBS FOR LOTS 1 & 2 ARE EXISTING STUBS. THE INFORMATION PROVIDE
ON THIS SHEET. FOR THE SSSS FOR LOTS 1 & 2, WAS TAKEN FROM THE CITY OF RENTON'S
SANITARY SEWER AS BUILT PLANS, SHEET 6 OF 12, DATE 4 -1 -70.
Q4' U2 m 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
Z VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
E ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
Z 10' INGRESS EGRESS & UTILITIES
0 \ EASEMENT- ACCESS PARCEL #334390 - 1850 -09 6. THESE SS MHS AND SS MAIN LINE ARE PLACE ON THIS PLAN SHEET FOR REFERENCE ONLY.
20' INGRESS EGRESS & UTIL. CONTRACTOR To REFERENCE CITY OF RENTON'S PROJECT # S-2939 SHEET 3 FOR ACTUAL LOCATIONS & LENGTHS.
ESM'T- ACCESS FOR LOT 3 7. DEMOLITION OF THE GARAGE ON PROPOSE LOT 3 SHALL BE COMPLETE BY THE OWNER PRIOR TO
0850 THE INSTALLATION OF THE SANITARY SEWER LINE BY THE CITY OF RENTON.
15' UTILITY EASEMENT 8. THE STORM SYSTEM ADJACENT TO THE SANITARY SEWER LINE (LOTS 3 & 4) SHALL BE INSTALLED AFTER THE
2 INSTALLATION OF THE SANITARY LINE BY THE CITY OF RENTON.
MULTI 9. THE APPLICANT /OWNER SHALL SUBMIT EASEMENT DOCUMENTS FOR RENEW & APPROVAL FOR THE INSTALLATION
N n 15' BSBL FOR STORY OF THE SANITARY SEWER LINE ALONG THE NORTHERN PORTION OF THE SITE AS SON AS POSSIBLE
Z o i a C4 UTIL. EASEMENT HOUSE EDG E
C9 a n o ,` OF
W I ro ' I PROP 8" SS LIN EE NOTE 6 THIS SHEET) p
U' 238 LF Of 8" PVC ® 9� A�eNENT
In
y
C V M - - a GA AGE
L J
R MOVE 15' TEMP CONS
EASEMENT_ _ txj VERTICAL DATUM NOTE:
i CONC. STA 12 +63.6 1 .5' RT 1 C
s" SSS (TYP) O - o ( 5) rfl (25)
5 MINIMUM D PTH I ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASE ON THE RIM OF SANITARY SEWER MANHOLE NO. 19 PER CITY OF RENTON
x L STUB LENGT =17.5'
STA 12+33.6 17.5' RT AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE ELEVATION = 300.78 PER CITY OF RENTON AS- GUILTS
5 MINIMUM DEPTH
6' WOOD FENCE STUB LENGTH =17.5' SHEET 9 OF 12. DATED: 4-1 -70.
Y I 211' /j THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF
n z J REM ED LIL THIS SITE IS BASS UPON NAVD 1988 WHICH INDICATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM
5'f SIDEWALK
Z IS 304.54. CONTRACTOR IS TO BE AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM
N 311 i GRASS STRIP R &F (TYP) X O I WITH NAVD 1988 WHEN THE AS- BUILTS ARE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON.
VERTICAL CURB in C�
31'6 "t STREET I
�DECK z r
w 3 3 3 REMOVE C) r
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g3 12 MuCn RETAIN �
STORY m
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3 3 a 50' ROW I-
(I,o27 sq F�
o a W 15"
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0 0 L/ (11) 22' J
! 25' 25'
N MIN F.F. EL= 289.4 y�i v
U /
0 o m I I D +I
I� 5.08 c °' °z 2 5 25'
GUY WIRE X H w
g I /
� R GRAPHIC SCALE
0 EX. 357' - 8" CONC. PIPE
3 3 !
S.S. @ 2.28% (2.23% CALC., __ _ OVERH EA PP ❑ m o +0 Pa a n
w w TRIC U
w �j z
EDGE PAVEMENT L Irian - 20 tL
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N �V b\F D�SC4 z n X SSMH -18 S ";A A CUTTING UNDERGROUND RECOMMENDED
RIM = 286.49 S Y F EX SSMH -19 UTILITY iEX. SS-1 NOTE
yy�,•
F.L. = 277.77 27', 8' DEEP FOR APPROVAL
i nw RIM = 300.78 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. °•
NFOR. REGARDING THIS MH SEE NOTE 4 THIS SHEET SEE SHEET 2 FOR F.L. = 285.73 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE G` ®� BY 2
w w EYACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- -
WAS TAKEN FROM CITY OF RENTON'S FRONTAGE IMPROVEMENTS STA 22 +26.9 3.7' LT GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO �o�': F28477 cam'
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN before OU 6Y F •.; Isl t;: •�`�
SANITARY SEWER AS BUILT PLANS HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES y SS�ONA�' ENS\
SHEETS 6 & 9 OF 1 2 HYDRANT TO BE RELOCATED TO STA 20 +87.3 30.4 LT NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. Dig. By
o STA 18 +70.1 9 O LT SEE WATER DESIGN. CALL BEFORE YOU DIG: 1 -80o -424 -5555
Z W -,�, UNDERGROUND SERVICE (USA) EXPIRES 5 -13 -03
uE 5 gam 0 o xn
SCANNED SEP 13 2002
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AIIIIIIIII'll IMLL 176 FR' 467