HomeMy WebLinkAboutS-051315DURING BORING PROVIDE REMOVE AND REPLACE
APPROX. 30 LF NEW JERSEY APPROX. LOCATION OF EXISTING PARKING LOT 3 �7 NEW CONCRETE SIDEWALK &CURBING
BARRIER IN FRONT OF BORING LAUNCH /RECEIVING 36 L�� REQUIRED. SAW CUT EXISTING PAVEMENT
BORING PIT PIT PAVEMENT AND CURBING 2
MATCH LINE STA 1 +75 SEE SHEET 24 MATCH LINE STA 1 +75 SEE SHEET 26 36
35 LF 30" STEEL J7
20 CASING PI RIM 32.03 i TEE RT 1 +41 HOUSE
CB CB u o TEE ELEV. 26.96 CB a
RIM 31.68 RIM 31.69 0 °�� TEE LT 1 +45 CONNECTION ELEV. 29.37 RIM 32.44 z o
IE 30.08 SE 8" / IE 28.94 S 8" TEE ELEV. 26.98 VC 5.00 IE 30.19 NE 4" 345 FACTORY � O v z CB 1502 N MARION ST
lb IE 29.13 N 8" CONNECTION ELEV. 29.52 ; 2-'&-,96 IE 30.19 E 4" w Y AVE N - o z
v � c� RIM 33.42 1 °
POWER VAULT LTRAFFIC 6 "PVC 7.50 G o o IE 30 -09 W 4" o °
�� m _ ° a 17 Q IE 32.22 W 6" TRAFFIC SIGNAL I (0 2 -8 -96 J z ABANDON &PLUG ° m �' IE 30.67 NW 6" 3141 FA. TOR HAND HOLE � Z � oo EXISTING 8" SS Ln IE 30.77 NE 6" m VE N
18 - C _ - m vm c� CONC. CURB z w
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UGP LE WEL x ��� CONC. WALK =
LIGHT POLE o UI
WITH TRAFFIC TRAFFI SSMH 54 STA 2 +65 -3
SIGNALS B HAND POLE W RIM 32.42 NEW 54" 0 MH W W Ld
�j REMOVE AND REPLACE SS r I 26.04 NE S 24" O o
24 EXISTING TRAFFIC
L L AB DONED J NEWWPMISMARY SEWER NEW 24 SANITARY SEWER
ISLAND AN. EWER z +oo a+00 4 +00 rf mir, zn :too +
+( MH m OOPS NEW CONC. SIDEWALK MH N Q
RIM 32.49 S A 1 +82 G -4 AND CURBING REQUIRED pd RIM 32.75 FACTORY AVE N
IE 26.07 E & W 24" D W 54" 0 MH 2 SAWCUT EXIST. PAVEMENT CENTER 27.57 N & S a ° �
IE 26.77 S 8" 36 IE 27.96 E
IE 26.56 NE AND CURBING G 2 z
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> RIM 32.02 °O 00 T-
RIM 32.34 r)
TELEPHONE (n IE 29.29 NE 10" IE 29.90 NE MH 4" Y n m PROTECT EXISTING AND a Q
RIM 32.79 c0 LcB w �
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ABANDON EXIST. MH m >
IE 29.34 S 1
3 - TRAFFIC SIGNAL
IE 27.72 NE
IE 27.17 W
IE 29.37 SW .
IE 25.88 N/S 24"
IE 26.43 E 8'
REMOVE AND REPLACE
EXIST. STREET PAVEMENT
a °
° a NEW PAVEMENT &WALKS 0-
RIM 33.32 =OUTSIDE OF LIMITS. n
1SD MH IE 31.97E 6" V) CONTRACTORS RESPONSIBILITY a
RIM 32.32
IE 26.46 S & W
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VAULTS /HAND OLE
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LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS
SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY
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RIM 33.51
IE 28.94 N & S 10" TO REPLACE DAMAGED
SURFACES
IE 27.04 N
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BURIED TRAFFIC CABLE
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IE 30.51 W 6"
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18
19 20
21
22 23 24 25 26
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SCHEDULE B EX.
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SEWER REHABILITATION
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1 359 FACTORY 353
FACTORY
351 FACTORY
, 343 FACTORY
337 FACTORY
� 329 FACTORY 325 FACTORY
SANITARY
AVE N
AVE N
AVE N
AVE N
AVE N
AVE N AVE N
SEE SHEET 35
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PLAN
SCALE 1" = 20'
REFERENCE NOTE:
Ot RECONNECT EXISTING SEWER SERVICE TO NEW
BENCH MARK
DANCE WITH
8 PVC SANITARY SEWER IN ACCOR N
CHISELED SQUARE AT BACK OF WALK THE CITY OF RENTON STANDARD PLAN # BO 82, N Ljj
AT NE QUADRANT INT. OF N. BROOKS DRAWING # BR 35. z o ~
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REMOVE
EXISTING 8" VCP
SANITARY SEWER 0
30 ........................ - -- f-- ------------------------------------- - - - - -- -------------------------
_.
1 -------------- -- -
------------------------------------- - - - - -- ------- ---- - - ---
- ----------------- -------- - - - - -- - - - - - - --
---- ---------- - - - - --
I1. 1111 ---------------------- ---- - - - - -- ---- --- --------------------- - - - - -- .
NEW 24" PVC SANITARY SEWER NEW .24 ": PVC. SANITARY. S .EWER ...:...................... 25
25 JEX....... ......... EXISTING 8" VCP SCHEDULE SANITARY SEWER 82 LF ® 0.2% 286.2 LF: ®0.08% �_O�f SANITARY REHABILIT PLUG EXISTING 8" (y WASy�S�
20 ....SHEET 35.. ..........:...........SANITARY SEWER ...:.. �Na _ tioz�
17084
e /ONAL E
1 +00 2 +00 3 +00 4 +00 5+00 E%PIBES 3/28/
II
AS -BUILT CERTIFICATION
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-
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
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LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS
SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY
23613
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ME OR UNDER MY DIRECTION.
�AAL LOO
F.D. RINGEL L.S. 23613 DATE' /o Z z - 96
3 E%PRES s /11/g7
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PROFILE
SCALE 1" = 20' H
1" = 5' V
S -0513
APPROVED:
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