HomeMy WebLinkAboutSWP2703334.5M
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112
CALL 48 HOURS BEFORE YOU DIG
1-800-424-5555
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
/J FILL EROSION DITCHES CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
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114
GENERAL NOTES:
// ti \ EX 8" DI WATER A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
EX SDMH TYPE II ASBLT �� CB 1, TYPE 1 L \ SERVICE TO HYDRANT �� � ��
RIM EL = 10.67 RIM 11 .6 1QREPLAC PLASTIC R OVE EX CB (b B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
NE 20" IE= .0 NE 9 //8 STOP NE E CB TYPE I O `' ? DISCHARGES FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS
SW 21 " IE= 8 S .78 AS NE DIED R EL= 4.77 / ,'' SOMEWHERE IN THE AREA.
E 6" IE= 106. E-_/tO .43 6" IE= 11 7 ON SLOPE
i C. TRENCH PATCH SHALL BE PER CITY DETAIL HR-23 TYPICAL
IM 114.51 I PATCH FOR FLEXIBLE PAVEMENT PERPENDICULAR TO ROAD CL.
110.61 CAPTION _�116
w -- - -Sp_ W 110.43 PR ECT SSMH
RIM 118.83 , �'I �- D. CONCRETE CURB, GUTTER, SIDEWALK SHALL BE PER CITY DETAILS,
CL CHAN104.74 3 i I AND SHALL MATCH EXISTING.
SS MH 48 00 /� I
SSMH // - �_�„'��, RIM EL=i�.84 ,� I
L---- ---- EST IE 1 1 >.-Q, I
O-8 SS_
1 STOPO O -
/ 10 SIGN �, ��
RESTORE CUR B\ SIDEWAL MP 0 ,PLUG--tN SDIRH
/ GUTTER, SIDEWALK I ION PO BLE ````'`��-,,�I� ,
/ TYPE 2 W W THRUS LOC `` `�' - '
--
-- - GRAVEL D IVEWAY
- -------- - -- ----
/ - -- , EX SDMH TYPE II _ ---�
DO NOT E LOCK
--/ _ I RIM EL=1 6 --------- I ; \ NE, S 12" IE=10 .
RIM 120.34
1 NORTH
\ S 109.94 - ��
/ I / W --T15.38
(n / A B A N D O N E D
20 ------------- -'
\V 6' SIDE SEWER _
O �0 1O I I /
DRAWING NOTES:
Q i I - SC 1 "= 1 O' 10 RESTORE CURB, GUTTER, SIDEWALK AS NEEDED, MATCH EXISTING.
PLUG EX SD IN CB
co EX 3DIAH TYPE II- 48
O / RIM EL=121.90 O3 CORE DRILL CB FOR NEW SD PIPE.
I
� � N,S 1 IE=111.88 - O I ® POTHOLE PRIOR TO START OF CONSTRUCTION.
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EXISTING STORM SYSTEM REFERENCE PLANS:
R-1939 RENTON AVE S STREET IMPROVEMENT, APRIL 1983
R-2239 WSDOR SR-405 TUKWILA TO SUNSET BLVD, AUG. 1990 TYPICAL TRENCH BEDDING AND BACKFILL (NTS)
................. ............ -----------..................----------................... .................... ......... ........... --------------...........------... -----................... -----..............--------.....------ ...... ....................... .................... .................... ........ ......... ....................... ---------------................... ...................
SCALE HORIZ: 1 "= 10PROFILE ALONG NEW PIPE LINE - = TRENCH:= EXCAVATION
VERT:: 1 "= 5' :POTHOLE GAS LOC ASBLT. GAS POTHOLED: 1.5 Fr PAY LIMIT 5'-0' MAXIMUM
TO 1 FT BELOW NEW SD BELOW INVERT, NOT FOUND. = = = = SEE DETAIL: FOR PAVEMENT PATCH
= : : : : : : :CONTACT PSE BEFORE
.................. = .......:...----------------------..-------------------------. ..-.........----------------.--....................................................................------..........----.......-------------------------------------------------..---. --.--------------------- ----- ---------..............----------......------------......------.............--.........------.....................
POTHOLING
:8" GAS ® EX: SDMH ASBLT: ° ° a = :BACKFILL MATERIAL
UNK EL RIM EE1 .36 =_ RIM 120.34NATIVE IF IT MEETS SPECS, OR IMPORT PER
EX SDMH : ASBLT : : : : : : - : :SECTION 9 .19 AN UN GRAVEL).
NE, S 12" S 109 94 :S 03 (B K R
:18" I E a : = = W =1 14. W 1 15.38 = :.......
RIM E�j..1.�.6.�..RIM..:110,68..... :.................. -:--------------------------------...... = = :............. :... - -
------------------- = =-----------.--.......------......................---------------.................. r 2 °
NE 20" IE=: 0 NE : 90.78 : : C : : 6"SS: APPROX LOC : : a
: B-1, TYPE 1L
SW 21 " IE 8 .0 S 90.78 : CONFIRM ABANDONED
: FRAME AND: GRATE ASBLT
E 6" IE=106. 4 E :105.43 : RIM EL= 4.77 RIM :114.51 = = = = =
:REMOVE N 6" : E 18" IE=1: 00 E : 110.43 : SSNEH _ _ : : : _ :
RIM : EL 8.84 : l ° a ° a a :PIPE ZONE MATERIAL
:NEW E 18" :IE=10 2 = : W 18" IE=1 10. W 110.61 = = -1- -
:PER WSDOT 2006 SECTIONS 03.12 3
1 ( ) IE 1 0
RIM:118.83 : I : : : 12 :................. GRAVEL BACKFILL FOR PIPE ZONE BEDDING :
- - = CL CHAN104.74 = 12 MIN. -
REMOVE Ex CB :
AND 6" PIPE :NEW UTILITY: PIPE
: : : = :. ............. :..........
------------ ------ -------- = : ---:-----......------................ ............................6"MIN--- --- ----- :................. : ..1 '� 5 - ..... ---- :............------. -............................. 15: a : :EXCAVATION: OF UNSUITABLE SOIL (IF :NEEDED)
:DEPTH AS APPROVED BY: ENGINEER =
O ° ° a : :BACKFILL WITH FOUNDATION MATERIALS MEETING
:SECTION 9- .6 QUARRY:
- 13 Y= SPALLS
--
n 8"SS ___ : : : :
........:...................:.............. . - NOTES-......
V 8 EST E� :------_ : : 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
: EST: : :
GAS : : : : 2. HAND TAMP UNDER HAUNCHES.
3. COMPACT PIPE ZONE MATERIAL TO 907MINIMUM DENSITY
EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY.
- 4 PIPE MUST BE ANCHORED:IN SUCH A MANNER AS TO
ENSURE LINE IS INT.AINED E FL -OW - MA , ......................................
: ----------------------------------- - :- _. _.......�...... . a------..--.. : ....................: :...._.-105: :...................._....... - : : :
75k LF 18"CPEP ® _0-a&4:8_ FT/FT
- REMOVE EX 6"SD : 54 LF 0.0917
: 18"CPEP FTAS-BUILT
::
LF : ®8. FT/ SURVEY BY
43 LF ® 0.120 : : = :................ :.....:...................:...................:.. Meriwether 1_eachman Associates, Inc.: = = ...... .. .........: ................:.1.00.�....:................... _...... ........ .... ................. ._.................................. ..........------------_--......---------.._..................-_---............... -..................:.......-----------:------------------ _------.................. : 11800 NE 1=60th St, Bothell, WA 98011-4156
PHONE: 425-488-4800,= FAX: 425-483-2315
BY: Douglas J. Coombes PLS
PLS #35974 EXPIRES: 12/19/07AS�BUILT:
....................................... . .... .............................................................. SI
CHECKED FOR COMPLIANCE of WAgy F 1 ADDENDUM 1 - ADDED SIDEWALK RAMP STOP BAR SURVEYED: SCALE: VERTICAL: NAVO 19W 1- �8/23/2006
ORIGINAL PLAN STAMPED ��' ti� As Noted HORIZONTAL NAD 19WIlNl ii � CITY O r TO CITY STANDARDS RECOMMENDED AND SIGNED 8/18/06 Z GULLY RESTORATION DWC 8 23 s cLF, DWC RENTON AVE S / S 3rd ST
ORIGINAL PLAN SIGNED BY: FOR APPROVAL ADDED ASBUILT ELEVATIONS REVISIONS PER SURVEY DWC 7 25 07 RENTON PAS
RONALD STRAKA 8/18/06Date BY: RONALD J. STRAKA DRAWN: _
GLF, DWC STORM SYSTEM OUTFACE RELOCATION DRAWING ,�:
LYS HORNSBY 8/18/Ofb BY DANIEL CAREY 8/18/06 PE# 29727 Cxxxxx ONE INCH DATUM
ate EXPIRES 10/16/07 �s° RJg AT Planning/Building/Public Works Dept.
Date A► IF NOT ONE INCH
BY NO. REVISION BY DATE APPR SOALE ACCORDINGLY s*mT. OF:
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