HomeMy WebLinkAboutS-05131CN. MARION STREET
I I NEW CONCRETE DRIVEWAYS 2 /
1505 N 1509 N MARION ST \ \ AND SIDEWALKS REQUIRED 36
MARION ST SAWCUT EXIST. PAVEMENT
2 3 4 5 6 9 10 11 12
2 -19 -96 2- 20 -96'
6 "PVC 2.00 6 "PVC 3. CO Z CB REMOVE AND REPLACE CB
CONNECTION ELF . 31.13 CONNECTION ELEV. 30.24 RIM 34.57 EXISTING ALLEY PAVEMENT RIM 34.56
II cry IE 33.47 SE 6' IE 32.96 W 6"
TEE ELEV. 29.36 TEE ELEV. 29.56 5 IE 33.06 NE 6"
TEE LT 1 +84 TEE LT 230 36
N 5' DEC D.
N REMOVE AND REPLACE
EXISTING ALLEY PAVEMENT 36 SSMH 54' X 6„ D CA PORT BUILDING
S
Li RIM 35.48 0
7- IE 30.28 W Er ;� TEL. J -BOX K1NG o�.
AND STREET PST P 6" V
w 1 1 1 1 7 LIGHT BOX 1 ASP Sp
Lo
2 +00 8" SAN. SEW. 3 +00 4+ NEW 8" N. SEW. 6 00 6 +00
- --
�O
rzc3 X x n
z 0Z UILDING m 3 - CONC. SD MH STA 5 +48 #J -2
w° 0 0I U I w I o SHED NEW 54" 0 MH
m 00 z w J BOLLARDS RIM 35.96
o ¢ o N � AREA OF ROBABLE TOP OF VERT. PIPE 33.05
° TEE RT 2 +31 U J COMMERCIAL SIDEWALK DRAIN
W F Im BURIED TE EPHONE TYPE "A" DISCHARGE TO EXIST.
U TEE ELEV. 29.57 TEE T 3 +46 '
U = CONNECTION ELEV. 1 1.25 TEE RT 2 +7 ST 3 +95 -1 GUTTER LINE. CITY STANDARD AREA OF PROBABLE BURIED
cN_ 6 "PVC 2.00 TEE ELEV. 2 .86 TEE ELEV. 30.18 NE 54" 0 MH PLAN B009 POWER, TELEPHONE, AND
2 -20 -96 CONNECTION rV. 31.85 CONN CTION ELEV. 31.54 STREET LIGHTS
6 "PVC 4.00 6 "PV 3.00 TEE RT 3+78 STA 4 +00 LT 5' J
TEE RT 1 +81 2 -20 -96 2-21--96 TEE ELEV. 30.32 NEW YARD DRAIN
BENCH MARK TEE ELEV. 29.331
CONNECTION ELE . 31.03 CONNECTION ELEV. 31.50 RIM 35.2f
CHISELED SQUARE AT BACK OF WALK 6 "PVC 3.00 TEE RT 2+72 TEE RT 3+ 7 6 "PVC 3.00 IE 34.7
AT NE QUADRANT INT. OF N. BROOKS 2 -19 -96 TEE ELEV. 29.83 TEE ELEV. 0.00 2 -21 -96 1' SUMP
REFERENCE NOTE:
AND FACTORY 14 CONNEC11ON ELEV. 30.51 CONNECTIO ELEV. 31.01 19 10 RECONNECT EXISTING SEWER SERVICE TO NEW
ELEV. 37.04 6 "PVC 3.0 6 "PVC 2.00 8" PVC SANITARY SEWER IN ACCORDANCE WITH
1504 N 3RD ST 2 -20 -96 2 -20 -96 , 1526 N 3RD ST THE CITY OF RENTON STANDARD PLAN # BO 82,
15 16 17 18 PLAN DRAWING # BR 35.
1 1510 N 3RD ST i 1512 N 3RD ST 1516 N 3RD ST 1522 N 3RD ST
SCALE 1" = 20' N. 3�Q STREET
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v m l o( . p N = N N co N _ O M L 0
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+� - x +z�� -��� w� EXISTING GRADE Qom_ �F_Q¢LO
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¢ NN -mW ¢U) OJNDO w NN V)Z to of UF-
-
v~iz�ww.wVV)) U) Li wwcf) -0.40%
.............................
0.62% REMOVE EXISTING 8" VCP
EXISTING 8" VCP SANITARY S
SANITARY SEWER
EWER
--------------------------------- ------------- - - - - -- -------------=------------------------ -------- - - - - -- - - -
------ - - - - -- NEW 8 S NITARY SEWER .............
34.9 LF 0.52% NEW 8" PVC SANITARY SEWER 153 LF IN LINE REHABILITATION
NEW 12" STORM DRAIN ii=i CURED -IN= PLACE, DEFORMED,
0 283.3 LF: ® 0.38% FOLD & FORM, OR PIPE BURSTING
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1 +00 ° 2 +00 3 +00 PROFILE 4 +00 s +oo
4lCK D
SCALE 1 = 5' VH HAMMOND, COLLIER & WA
m W or Sri A8 -BUILT CERTIFICATION LIVINGSTONE ASSOC., II
[4 I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 4010 STONE WAY N
�T r" LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS
a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY S -0513 SEATTLE. WA (206) 632 -266 2- 266 6090
4
+z 36t3 ME OR UNDER MY DIRECTION. RECOMMENDED FOR APPROVAL
sf LAN REVIEW DATE
EXPIRES 9/11/9T F.D. RINGEL L.S. . 23613 DATE: /c-
U
SEWER UTILITY DATE NO. REVISION
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