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W m ' / CRSCAW PIPE
NSTA�L CASING ENDSNSEALTBOOTSQUAL To CASCADE SEWER AND IdYA�L'R PLAN!
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ty "'" GATE '� / STA. �-.90.,,9-0 Lt. \ N .
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1 - GONG. BLOCKING _-
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STA_ 2 +85_00 E 5` /w' 2.. - scN'uNES N,s,sw7sEa W r oP _ TELE ' '" ,2
1 12" x 8" TAPPING TEE M ) EaN � 1 - 8" +72 (MJ) xl (MJ) ROCKERY DEOF T (TYP) 15 MDATCHTNEW PVIvIT�\
1 8" TAPPIN x MJ � / / Risen STA; 3+72 \
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L - a, 09 oa WATERLINE
My 7 8 L- zzse 333.70' 2 DOH. WTR. v
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L cs NEW I F, (SE) -_ 31.10
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0.. ♦ R = 40.00' 'J ---------- - -- - -- --- .�.- _� - - - - -- -- - - - - -- - -- -
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i 5 L= 63.44' m3 _s - T
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,= 28'24'13" m m 538.28♦ 1. 1
MIC NEW CLEANOUT
`• / y, R = 40.00' 1.....- t.. 'r
r�- RIM= 38.50 EL.= .a
L - 19.83'
j2 IE= 33.82 GARAGE ENCLOSURE '
I PgL1E � _ GARAGE ENCLOSURE SSMH No.i - TYPE 148" /
�/ ° GAxACE RIM= 25.42 REEr
Q d PO 2/ / ANCf�R /
cur / I.E. IN)= 17.52 LICH - IEEE
" CB TYPE 1 �" LEGEND NOTES: I.E. OUT)= 17.42 1 �1"
r. / % o T H LINE TC C -
p, W / ^ RIM-33.34
a /; eoz \
E 30.69 1 c NTAPPI E & VA STRATUM 2.1 - FEATURE 2
12.5LF 8- PVC 01,12Y.
o �= E 30.4 MP Vo° P G TEMPOR Y) b EXISTING PROPOSED
H LINE/ IE =3 CMP AFTER ALL "POLY- PIGGING," PRESSURE F CONSTRUCTION EXCAVATION IS FOUND TO EXCEED
MPORA B OC NG DEPTHS GREATER THAN 75 CENTIMETERS 30" , THEN GB TYPE I RiSIR
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1zsLF a- Pvc ®1.1zr. TESTS & DISINFECTION: ( )
° ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS RIM -2386
p' 8 "x8" C CROS MJ FL) - REMOVE TEMP. BLOCKING ® WATER METER CCCL{ ROCKERY EM-23 1>' CMP N
a SEE A 0 TS ABO , PEI NNECT TO TAPPING VALVE W/ SHALL BE DELAYED UNTIL A TESTING PROGRAM IS
( STA: 17. n, 1 COMPLETED TO DETERMINE THE POTENTIAL SIGNIFICANCE IE =19.41 12' CMP s \
hj ,�. W " I ^rV
RI =33,1 0 0EVE (MJ) & 8" SPOOL$ - -ss SANITARY SEWER LINE CATCH BASIN OF ARCHAEOLOGICAL DEPOSITS.
CB TYPE 1 O� - '''' CCNGTH TO FIT) EP- EDGE OF PAVEMENT = NEW CURB
w �/ STA : 17 +17.77, 17.27'RT, 3 IE -30.39 8" 1N-� '/
V / o NEW 8" D.I. _ \
Of RIM =33.14 4/ STREET
�� IE =30.39 s" PVC w LIGHT 1� ®^ W WATER LINE 0 CONCRETE PAVEMENT HIDDEN F & G
TE DETAFL FINAL CONNECTION 0 WATER METER IF CONSTRUCTION EXCAVATION OR GRADING IS FOUND _
z /' .T_S. SDMH T - -0- GAS LINE ���8 _...
o MIc o,� RIM 33.78896. a�SR TO EXCEED DEPTHS GREATER THAN 25 CENTIMETERS (10 ") w `
z ,j 4.NAPLE:'Y / D- STORM SEWER LINE 4( FIRE HYDRANT THEN ISSUANCE OF BUILDING AND CONSTRUCTION PERMITS
w SDMH IE 30.23 12" CMP w
I STA: 17 +18.96, 4.85'RT. { =. ,E =30 -53 8" PVC E SHALL BE DELAYED UNTIL A TESTING PROGRAM IS COMPLETED
RIM = 33.78 i SAN. SEWER MH SAN. SEWEP. MH
w v �,. IE =29.83 18" CMP 5 TO DETERMINE THE POTENTIAL SIGNIFICANCE OF ARCHAEOLOGICAL
o IE -30.23 12" CMP W WATER r' DEPOSITS.
>_ O0 IE=30 53 8" PVC E MH / ?' C� FIRE HYDRANT • SAN. SEWER CLEAN OUT NOTE:
1_ T) IE 2983 18" CMP S r' AT PROJECT ELEV. 45.0 CITY PRESSURE = 65t psi
/ ° �, CD GAS VALVE DATUM. AT PROJECT ELEV. 29.0 CITY PRESSURE = 72t psi
0- SSMH ID- UTILITY POLE NAVD 1988 DALEY'= MORROW- POBLETE, INC.
cr, ' 0 a / ` IM26277a" N.S = EX. CURB RECOMMENDED E,�'v\ I. 1215 CENTRAL AVENUE SOUTH, SUITE 133
(n BENCHMARK: FOR APi9ROVAL ��, S 7 i PHONE. (206)854-9344 H10N 8
�I of SDMH TYPE II '0A U//L/ CITY OF RENTON BM# 2190 BY r (FAX)854-6663
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x1 RIM =33.05 GRAPHIC SCALE 3 1 7 BRASS DISK STAMPED "CITY OF RENTON BM" o
e� z IE =29.25 18" CMP N IN THE NE CORNER OF PUGET SOUND POWER AND BYaa°I,u, �i fns ° % =q a 1325
AI g IE =29.05 18" CMP 5
o_ zo 0 10 zo 4G LIGHT POWER VAULT # 386. VAULT LOCATED ON
o,T 9� � � ENGINEERING - SURVEYING
15 yyyy THE SOUTH SIDE OF SUNSET BLVD. WEST 100'+ BY � �,fs /OBIS E�G�� i LI I1 III ® LAND PLANNING
O ?272 X48 WEST OF THE INTERSECTION OF SUNSET BLVD. WEST NAL
2 (. V1/�37 -t748 ) f ( IN FEET) AND RANIER AVENUE SOUTH. e�
rw 1 inch = 20 ft. ELEVATION= 31.64 FEET ExpIRES 9 JAN 2000 LLLIIr"'
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