HomeMy WebLinkAboutS-227002OFFSITE SANITARY SEVER PLAN NE 30th STREET
FOR EMERALD CITY CONSTRUCTION
UNDERGROUND TELEPHONE LINE TAKEN
FROM CITY OF RENTON ENGINEERING DEPT.
PLANS W -346 12" WATERMAIN REPLACEMENT
ALONG KENNYDALE ELEM. SCHOOL
DATED JUNE 27, 19694
BARRIER FREE EX. SDMH
ACCESS RAMP RIM = 240.98
EX. FIRE HYDRANT IE- 232.98(15CONC N
EX. WATER VALVE EX. WATER 'VALVES �1 " IE= 233.38(15 CONC S3
EX. CB TYPE I EX. CB TYPE I IE= 233.18 12"CONC W
IX. WATER MANHOLE "C RIM = 235.14 IE= 234.98 8"CONC SE
EIM2303.98"CONC SW) BARRIER FREE c IE= 231.14(8"CONC SW) EX. WATER VALVE
ACCESS RAMP` r
EX. 5 VERTICAL W IX. TELE MANHOLE
r CURB AND GUTTER . oi
r " i �
II __ w _______ __ w _____________ _ ___ _______ w _ 1_ ____ ____
W i - T - - - - -- - -- w --- - - - - -- w w w w - - - w - -- w A -- - - w �/ w - w - - w - w
Z "r EX. WATER VALVES / "
-� - - -- -_ __ - - _ _ - _ __ -- -_- ---- - _ ___ _ -
-- - - --
f -- _ -- - - - - -- - - -- - -236�
KENNEWICK PL. N.E. nr e ® ti
DOUBLE YELLOW STRIPE
�- - - - -- - = - - - -- - - -- -- - - - - ------- - =- --- �_��� - - -- l -- -- -- - - -- - - - - -- �-�-- -1_--- - - - -- - - - - -- - - -- - - - - -- - -- -- --
U 1 556-IF 5 ADFE OR-T3TJE BRUTE PVC ®0:4% � O ` 258 LF 8" SDR -35 PVC 0 o?4%
" - - -- - -- ------`---- -- ---T ---= --'---`------ ---=-- --- ----- --- --- -- -- -- " -- -------- --------------- -------- ---- -- ' ------- �.
- - -----
STA. 5 +88,
SSMH #2, TYPE "B " -54" ABANDONED WATERLINF,�, VERIFY WITH PURV1'OR,
wt ----"-- -- - w -- -- - -- -- -- w -- ----------- w - - - - - - -- - -- w ---- --- - - - - -- w -------------- w ------- - - - - -- w -------- -- --- -- w ----------- w - - w ----- -- - - - - - - - - ---- ---- -- w -----21t0--- -- w ------- ---- --
w
..... _.__:..... .. - - __ - _ .___ _ EX. GAS ALVE
J CAUTION : UTILITY EX. SDMH EX. CB TYPE UTILITY CROSSING: APPROXIMATE LIMITS OF SAWCUT. SAWCUT AND CROSSING, POTHOLE PRIOR RIM 234.39 RIM = 234.86 PRIOR TO CONSTRUCTION REMOVE PAVEMENT AS NECESSARY TO INSTALL TO CONSTRUCTION. _
IE227.89 8"CONC NE WATER LINE TAKEN FROM CITY OF IE= 231.36 8"CONC NE CONTRACTOR SHALL POTHOLE NEW SAN. SEWER PER DETAILS ON SHEET 3. \ \
RENTON ENGINEERING DEPT. PLANS IE= 232.01(6"CONC NW; LOCATION OF EXISTING STORM RESTORE PAVEMENT TO MATCH EXISTING CON-
E:227
I.79 15"CONC N
IE= 227.89 15 "CONC S W -346 12" WATERMAIN REPLACEMENT DRAIN TO AVOID UTILITY CROSSING DITIONS PER DETAIL I/3.
ALONG KENNYDALE ELEM. SCHOOL CONFLICT, NOTIFY ENGINEER 242 /
DATED JUNE 27, 1969 IMMEDIATELY.'
� 3
unm MNR.ICT NOTE
CALMON:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH
OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CAWNG UTILITY LOCATE 0 1- 800 - 424 -5555 AND THEN POTHOLING
ALL OF THE EXISTING UTUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTUTIES AS SHOWN ON THESE
PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION.
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN
CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
NOTE:
NEW REPLACEMENT PAVEMENT
EX. CB TYPE I
RIM = 240.69
IE= 238.74(8" CONC NW)
LEGEND:
s
G�
EXISTING CURB AND GUTTER =_ ._
EXISTING CONTOURS - --
EX. CB TYPE I
EXISTING SPOT ELEVATION =� ^-
ASPHALT PAVEMENT
EXISTING SANITARY SEWER -
- RIM = 243.07
(FROM CONCEPT ENGINEERING INC.
TOPOG. SURVEY JOB #94337 12/13/94)
NAVD 88
CITY OF RENTON B.M. Jf341
: . -. .. ..
IE= 239.57(8" DI SW) I;1
EX. SSMH
"
RIM= 241.63
IE= 229.23 12" CONIC W
- --
,- � -II
IE= 229.33 12" CONC S
/f
IE 229.43 12' CONC E
14-
--- - - - - --
- - --"
IE= 238.13 FM NE)
NEW IE= 229.33(8" PVC NW)
/
-.. :... - :... :
.- ___.- _- - - -. -
---
-- 240
LEGEND:
s
HaVCh UAFFIC
EXISTING CURB AND GUTTER =_ ._
EXISTING CONTOURS - --
EX. CB TYPE I
EXISTING SPOT ELEVATION =� ^-
ASPHALT PAVEMENT
EXISTING SANITARY SEWER -
- RIM = 243.07
(FROM CONCEPT ENGINEERING INC.
TOPOG. SURVEY JOB #94337 12/13/94)
NAVD 88
CITY OF RENTON B.M. Jf341
: . -. .. ..
IE= 239.57(8" DI SW) I;1
245
PROPOSED SANITARY SEWER
EXISTING WATER ----- - ---w-
,- � -II
244 �
EX. CB TYPE I
RIM= 242.26
IE= 239.26 (12" CONC N)
IE= 239.86 (4" CONC E)
WATER LINE TAKEN FROM CITY OF
RENTON ENGINEERING DEPT. PLANS
W -346 12" WATERMAIN REPLACEMENT
ALONG KENNYDALE ELEM. SCHOOL
DATED JUNE 27. 1969
EXISTING STORM LINE
TO MATCH EXISTING
HaVCh UAFFIC
EXISTING CURB AND GUTTER =_ ._
TOP OF 5 /e" REBAR IN MON.CASE
0 INTX. NE 30th ST. & PARK ST.
EXISTING SPOT ELEVATION =� ^-
ASPHALT PAVEMENT
//��K/
^�
..245........
1
(FROM CONCEPT ENGINEERING INC.
TOPOG. SURVEY JOB #94337 12/13/94)
NAVD 88
CITY OF RENTON B.M. Jf341
: . -. .. ..
co
245
ELEV=201.31 FEET
SECTION
TO MATCH EXISTING
q6
..245........
1
..:.. �.1. :. �.
: . -. .. ..
- .. �.. �. .. - :
245
W i
_
--- - - - - --
I! 240... ..
...
-.. :... - :... :
.- ___.- _- - - -. -
---
-- 240
W
EXISTING GRADE ABOVE
NEW SEWER MAIN
- - - -
NOTE: PROVIDE CLEANOUTS TO GRADE
-
- - - - -
- - --'-
CA S
EVERY 100' ON 6" SANITARY SEWER
. -
- - -
II
_ -
O I 235
O - __` - - --- - --
--- - - - -- -
------ - -__--
235
i
: :
.y
558 LF HDPE OR BLUE BRUTE PVC ®0.4%
:..
258 LF T SDR 35 PVC ® 0.47 -
-
I-
230... ...
230
W 1
z!
JI
-
= j 225
.1. ... ..,
_
..
- 225
U
-
STA 5 +88, 4' RT.
STA 8 +46, 4' RT.
1 -
Q - -
i
-
-
SSMH 2, TYPE -54
- SEE JZ, I 4 3
- - r
RW70M. (.•ND
_ ]j
EX. SSMH
EX. RIM= 241.63
EX. IM= NEW 8" NW
- ( )
1
EIM 230.36 (8' OUT)
FC - . _, r ` I
s
1 220
IE 230.46 (6" IN)
FT?' p i,Q S -29-9y
220
%
BYE
8 +00 +50
+50 5 +00
+50 6 +00
+50 7+00 +50
2 REVISED PER CITY BW JJ 8 -29
® ®® ®®
f7i+ f7r !/
1 REVISED PER CITY. BW JJ 8 -7-
ND. REViroa
File: 5616 -P2 Date /Time: 08/28/1996 13:51 Scale: 1 =20 BRIAN WOLLASTON Xrefs:
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