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809 HIGH AVE S
PARCEL:
329470-0301
GRASS
SEWER C.O.
NG
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N 175332.7
GRASS
I
DRIB
IV� :
E 1302918.02918.4
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801 HIGH AVE S \ \ m C
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w�0 I i
805 HIGH AVE S 329470 PARCEL: D
-0311 721 HIGH AVE S 701 HIGH AVE S
PARCEL: PARCEL: 715 HIGH AVE S
329470-0310\\\329470-0321 PARCEL: 709 HIGH AVE S PARCEL:\� \I
�l\ 329470-0320 PARCEL: 329470-0330 \ p
\\\
329470-0331 \\\\ 0m z _
BRICK COL W/ SEWER C.O. EAVE \�\ \ �\ Zzv>v
MAILBOX AND SEWER N 1754943 \ \\.\\�11� u:mo n � m
LUMINAIRE N175444J o o�zIN
GRASS E 1302921.5 � CLF ON CRw E 1302923.2 v ,Np J o
w GAS GAS GA U
NALT ��
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- OHP
?s7a
?958.4 GRASS
E) EAVE
N)
W)
812 HIGH AVE S
PARCEL:
329470-0370
CB TYPE SEWER C. iJNoGO0 > o
PLATFORM oil Z' > I o
RIM 367.92 GRASS SEWER C.O. N175686.8 GRASS �14> 4 -
- WONC BOT-6.17(6-GONG E) ' GRAS N1302920 E1302926.9 GRASS °`°'^Zz _
DRPVE:° ESCAPE BOT 365.72 GONG D .GONG; GRASS E1302924.2 GRASS GRASS °C�oNG._ SEWER C.O. I °•.
- DRIVE G , N 175750.7
DRIVE
a E1302928.1
- GAS GAS GAS GAS GAS -
GRASS GAS a GAS AS .. ; GA ° 6.6 `�'MPE •I 'G P)
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HIGH AVE S y G `'MP n GAs
DE
AC� 2"STW G(R
CC��AA S GAS AS GAS GAS S G s GA
GAS GAS S SCA S GAS GAS G q
_ G S GAS GAs rt)GAs D� 2" TW G(&t
Co(R) sor26'00"w sss 07' - ssco MH #14 >
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MH #15 - M- � - _ - - ss
Q - -
441,
6"W P c 12 ASP cn w
Q
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m
GRASS RR D 6„W P o GT o D
OHP OHP RRW RW RRW
aR . _� , .� •• '. ..., •° ;. •. °• oHP Rlgw oHP GRAss RRv� a GRAss P Z
* GRAss ..
SEWER C.O. .;GONG; ;. .. � �` �,',. .•^ ,,' •• .. ; „' •; ,.
oHP
•DRYV6., GRASS `•.GONG G SS { - .0 QN C...: „;; ", ESCAPE
N 175353.1
SEWER C.O. QRdVE GaAVEL,
...:•..DRIVE •.
E 1302959.9 CONC GRAV L GEI B
N175450.3 SASH SEWER C.O. CB TYPE R1VE` SEWER CO. ••CnNG -
WATER VALVE RIM=368.33 : GRASS GRASS DRIVE.
RIM= 36 7.89 E 1302962.6 RIM = 368.56 N 175499.53 SEWER C.O. N 175703.9 SEWER C.O. d
TW=366.04 IE=365.16(6"CONC W) E 1302960.62 IE=365.48(6"CONC E) GRASS SEWER C.O. N 175644.73 E 1302969.7 \
IE=365.16 6"CONC E IE- 6364393 CONC W \ SEWER C.O. `\\\\\\\\� N175821.1
N 175616J2 -SDMH E 1302965.29 E 1302972.7 I r`
��� E 1302964.88 RIM = 368.66 N 175735.2 C
E= 364.46 ( B O - 36 N) E 1302970.3 \ c IE=364.31 (12"GONG BELLED S) EAVE IE=366.56(4"ADS NE)
BOT=364. 01 BOT-3.16(12"GONG S) m O2Zm�
BOT=364.56 m pZ L•' c7
\\\\� EAVE 712 HIGH AVE PARCEL: S \\\\\C \\\\\ \\\\> N > m I M _
810 HIGH AVE S 720 HIGH AVE S -4zmg-
PARCEL: PARCEL: 714 HIGH AVE S 329470-0340 z � � m > p
329470-0371 806 HIGH AVE S 329470-0350 PARCEL: II w > -<x
PARCEL: 329470-0351 o ,
329470-0360 802 HIGH AVE S
PARCEL:
329470-0361
SEWER NOTES:
1. RECONNECT ALL AC77VE SIDE SEWERS TO NEW SEWER
PER RESPECTIVE DETAILS SHOWN ON SHEET S-14.
* ALL SIDE SEWERS ARE SHOWN IN THEIR AS -BUILT LOCATIONS
704 HIGH AVE S
cn>=�m
�\I
PARCEL: �1
329470-0342
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0 20
40
1 "=20'
.......................................................................................................................................... 380........................................................................................................................................................ 380
....
EXISTING ROAD ABOVE SEWER........................................................................
EX 6" STORM D EXISTING ROAD ABOVE SEWER
............ Ate. 0.9:/.....................................:360....................................................................................................... ...
N :REMOVE EX. 6" CLAY SEWER AND REPLACE WITH 296 3002 LF OF:B"PVC @ REM EX 6 YSE AND 3so
OVE "CLA SEWER REPLACE WITH z` 280.6 LF OF 8"PVC o
W MH #14 : @ 2.-696- 1.9%
N f75683-86 175604.17
N......................................................................................... MH #15 ........................................ 350........ E-189, ,T..13 948.08............................................................................................................. .... 350
02 MH #12
z N 17551& 08 175516.29 REMOVE EX CO &
E 1302945 50 1302944.96 REPLACE WITH NEW 54" MH N 175884.76 A:SBU/LT
_ E .9 1302955.40
.......:.........:.........:.........:.........:.........:.........:.........:.........: S LLOW 40 .....: E/MFF ......:.... 340
REMOVE EX CO & 369 11
REPLACE WITH NEW 54 HA MH 3 / _ .368-14 360.02
REMOVE EX MH 8r
RIM = 368 r� 368.63 REPLACE WITH NEW 54"MH
lE 8" S = 86�5 362.17 RIM = 362 4+ 362.79
lE 8 W = 354.50 354.33
.......................................................................................................................................... 330..........................................................................................................................E 6":N.=. ..354,46 ....... 330
lE 8" S = 354:60 354,69
lE 8":E = 354.60 354.69
• EXISTING UTILITIES ARE SHOWN FOR
ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL STING
1-800-424-5555 UTILITIES I A MINIMUM OELD LOCATE pF72XIHOU S
Know what's below. PRIOR TO CONSTRUCTION.
� Call before you dig. J
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON. NO.
REVISION
suRVEYEO:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR MPRO :
DMC
scA E:
VERncAL NAw 1988
� CITY O F
1 "=20' HORIZONTAL HAD 7983/183/1997 �I♦
RENTON
II- ONE INCH II DATUM
AT FULL
SCgLE Planning/Building/Public Works Dept.
IF NOT ONE INCH
sC".E ACCORDINGLY
RENTON HILL UTILITY REPLACEMENT APR 2017
MODB00K:
SANITARY SEWER PACE:
DRAWING NO:
S-9
HIGH AVE Ste° OF.
60 89
S-03g24