HomeMy WebLinkAboutS-05131AN. 4TH STREET
l 4 5 BUILDING ANNEX
\ APPROX. LO ATION OF BORING 6 7 8 9 10 11
LAUNCH /RECEIVE PITS
NEW CONCRETED IVEWAY SS H 54 2 -14 -96
AND SIDEWALKS REQUIRED 2 RI 33.52 6-PVC 2.20
SAWCUT EXISTING PAVEMENT 36 IE 8.43 E/W 8' CONNECTION ELEV. 29.64
�Q TEE ELEV. 27.64 2 -14 -96
MONITO 114G 2 -13 -96 6 "PVC 2. 0
EMOVE AND RE LA E TEE LT 4 +21
WELLS 6 "PVC 3.20 CONNECTI N ELEV. 30.56
CONNECTION E V. 29.25 XISTING PARKIN L T YARD DR IN TEE ELEV 2816 N
c� AVEMENT RIM 33.0
TEE ELEV. 27.6 TEE LT 4 71
TEE LT 3 +41 z 3 TRAP 32,02 N 4" w
Ljj Lj STA 2 +10 #1 -1 BUILDING o0 T ANSFORM R
� NEW 4" 0 MH STA 2 +85 0 -2 STA 4 +05 #1 -3
NEW 54" 0 MH NEW 54" 0 MH 1 1 1 w
�
70 LF 1 " STEEL 1 ASPHALT 1 1 UTIL. BOX --
CASIN -- 8-PVC GRAVEL o�
ISM 3 +00 W 4-,-00 _ - - - +
+ z+ SS 8r- - --
SS 8 NEW 8" SAN. SEW. �
Q 4" PINE - Q� ~
ABANDON & PLUG BUILDING 1 SHE GARAGE p`� o w
S'-:'- EXISTING 8" SS
z S MH 54" S MH 5 21 Y TEE RT 4+20 CONSTRU T NEW ALLEY
IM 32.87 RIM 33.15 BUILDING TEE ELEV. 27 95 CD
REFERENCE NOTE: E 26.79 E/W IE 27.39 SE 8' TEE T 3 +69 ° CONNECTION LEV. 29.26 3 CRUSHED ROCK SURFACING _
O1 RECONNECT EXISTING SEWER SERVICE TO NEW = 2" TOP C 'R SE
8" PVC ; ANITARY SEWER IN ��ORDANCE WITH U APPROX. 25 LF NJ TEE LEV. 27.2 vz 6'PVC 2.80
BARRIER ALONG CON CTION . 28.91 p 2 -14-96 4" BASE CURSE Q
THE CITY OF RENTON STANDARD PLAN # BO 82, < 0 �
DRAWING # BR 35. BORING PIT "PV 3.10 TEE R 4 +60 TEE RT 5 +20
NEW CONCRETE DRIVEWAY 2 -13 96 TEE RT 3 +79 TEE E EV. 28.14 TEE ELEV. 28.4
REMOVE AND REPLACE EXISTING AND SIDEWALKS REQUIRED REPLACE TEE ELEV" 27'75 CONNE TION ELEV. 29.28 CONNECTION ELEV. 29.45
PARKING LOT PAVEMENT SAWCUT EXISTING PAVEMENT qL�Y CONNECTION ELEV. 29.37 6 "PVC :2.90 6 "PVC 3.00
3 m TEE RT 1 +81 2 I 2-13-96
10 2 -14- 6 2 -15 -96
BENCH MARK 36 TEE ELEV. 27.1 \ 36 NEW ALLEY CRUSHED TEE RT +35 TE RT 4 +85
CHISELED SQUARE AT BACK OF WALK °- CONNECTION E V. 28.57 ROCK SURFACING TEE ELEV. 28.00 TE ELEV. 28.20
AT NE QUADRANT INT. OF N. BROOKS czi 6 "PVC 6.00 22 23 24 CONNECTION O0 ELEV. 30.55 6" NNECTION
3.00 ELEV. 29.6 27
AND FACTORY 2 -12896 19 I i 2 -14 -9 25 2 14 -96 26
ELEV. 37.04
DLAN N. MARION STREET
SC 1" = 20'
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EXISITNG 8" VCP
30 ............ . ............:.... I . ........ ..........:...SANITAR.Y _ SEWER.....:.... ...................:........... 1-21.6 -LF- 0 0:86 %...................: .. ....... .............:................. - - - - - - - --
___ _`_- __- _- _'_'-== "s+ =+______ NEW 8" PVC SANITARY SEWER
- - NEW 8" PVC SANITARY SEWER
NEW 8" PVC SANITARY SEWER:
1 �- 140 LF 0 0.16%
25............ _ .... _ .... .:............... ......100 LF 0 0:36% ......... -..... .... .............. 5
2
NEW 8" PVC SANITARY SEWER
80.3 LF 0 0.75%
70 LF 18" STEEL + I- + +
CASING PIPE J J J o........
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ff* 3 vI .... . ........ FILL ANNULAR SPACE IN......... d 3 r N 3 M o ao N 2
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VI + N + : V) N VI A U) M . In V) M N V) "t V) VI d+' N d- to V) co
GRAVEL
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�CK D�, SCALE 1 5' V H
HAMMOND, COLLIER &WADE -
C
A8 -BUILT CERTIFICATION LIVINGSTONE ASSOC., INC. DEPAI
m I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
w LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS CENTRAI
o SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY 40LE STONE WAY N
i 23613 �o ME OR UNDER MY DIRECTION.
S-0513
SEATTLE. WA 2- 26648090 ALLEY BI
RECOMMENDED FOR APPROVAL (206) 632 -2664 HCw•L
f�Wc t FROP
3 F.D. RINGEL L.S. 23613 DATE: 2z "9C DESIGNED: RE(
EXPIRES 9/"/47 PLAN REVIEW DATE DRAWN: DPI
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CHECKED:
i SEWER U71LIN DATE NO. REVISION BY APPR. DATE APPROVED:
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