HomeMy WebLinkAboutzS-3974SetPORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M.
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Lu (APPROXIMATELY 105'
WEST OF SITE) STA 5+50, 6.59' R
27LF 6"0 SIDE SEWER
INV ® MAIN=438.57f
STORM CONTINUATION
& CONNECTION
(SEE SHEET C06
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DETENTION VAULT I
(SEE SHEET C07)
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PROPOSED WATER SERVICE CONNECTION PER
WATER DISTRICT #90 STD DWG NO. 3 (TYP)
UNDER SEPARATE PERMIT
NOTE:
FIELD VERIFY 6" SIDE SEWER CONNECTION
AT EX. MAIN PRIOR TO CONSTRUCTION.
i STA 7+18, .66R MAINTAIN MIN. 2" SLOPE.
/ 27LF 6"0 SID SEWER
SAWCUT STA 6+45, 7.39' R /� INV ® MAIN=44�7.39f / \
LINE (TYP.) 26LF 6"0 SIDE SEWER I \ // �\ EX. FIRE HYDRANT \
INV 0MAIN=443.74f I STA 7+80, 6.09' R \
27LF 6" SIDE SEWER STA 8+50, 5.43 R
1 I 28LF 6"0 SIDE SEWER STA 9+20, 4.78 R
INV/0qAIN=450.40± \
R�8 CENTERLINE \ � - - - -_ INS' 0MAIN=453.85f 29LF 6 0 SIDE SEWER
R.O.W. ri�4 \\ // I\ - - —/1— - INV 0MAI7.30f
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6" SSCO I �,`O I �Se \ 55.7' 468 ���
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/ INV ® STUB=444 34 6" SSCO I 6" SSCO \ I I /'-'► '
6" SSCO NV 0STUB=447.95
S=0.0200 MIN. L=38.6
NEW WATER S=0.0200 MIN. `o I A=88.5°
METER SERVICE (TYP) 1 ® STUB=450.98 �
S=0.0200 MIN. 6 SSCO R=25
INV ® STUB=439.15 I I RELOCATE EX. POWER S=0.0200 MIN. 6 SSCO 466 i (�
I RELOCATE EXISTING POWER POLE TO BACK OF SIDEWALK INV 0 STUB=454.52 S=0.0200 MIN. I B
POLE TO BACK OF SIDEWALK I I U DER SEPARATE PERMIT BY PSE I INV ®STUB=457.92 r
INSTALL SEWER
UNDER SEPARATE PERMIT BY PSE I I � ! t
CLEANOUT IN 2 X2
I I I I I SEE SHEET C12
I I CONCRETE PAD PER COR I FOR SECTION
l i i i i 450 448 452 ADJACENTDTOLAN BACKOOF
l i I I i I 446 I 450 454 458 SIDEWALK (TYP.)
444 448 452
c.; I I I I d 442 446
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444
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LOT 1 I�
LOT 2
442
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STORM BRA -
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Pacific En s JJ�j ' ' _eJ_rj 1
Design,I F � t r�
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PRIVATE 10' STORM
DRAINAGE EASEMENT
450-
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LOT 3
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456
454
452
450—
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PRIVATE 10' STORM
DRAINAGE EASEMENT
460
--— 458
\ 456
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LOT 5
CD
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464-
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5' SIDEWALK 41
/ 44 - - - ---- _ - _ 452 IG
s� 8' PLANTER
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I I I I II-'i I—L�1L/—/ \ \\ \ \ \ 80.0'
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R,ELOCATE EX. POWER AND LIGHT —
POLE TO LANDSCAPE AREA UNDER
SEPARATED PERMIT BY PSE
z RELOCATE EX. TELEPHONE RISER TO
LANDSCAPE AREA UNDER
SEPARATED PERMIT BY RESPECTIVE
FRANCHISE UTILITY
3 3RD ROUND REVISIONS PER CITY COMMENTS AJL
2 2ND ROUND REVISIONS PER CITY COMMENTS AJL
1 1ST ROUND REVISIONS PER CITY COMMENTS AJL
NO. REVISION BY
SUR pRYco
DESIGNEDL. LARSEN
5/8/18
JF
3/9/18
JF
DRAW E. MARSHALL
1 /10/17
JF
CHECKM.
J. FENG
DATE
APPR
N"wv .J. FENG
1 "=20'
ONE INCH
AT FULL SCALE
IF Nar ONE INCH
SCALE ACCORDINGLY
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�22'
5.5'
R-O--W
DEDICATION:
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REUSE EXISTIN
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r-35.5'-il �vi1=TER &
METER BOX
FOR LOT 6
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GRAPHIC SCALE
SCALE: T-20'
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S-397401 R-397409 Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS J
NOTE FOR GRINDER PUMP
GRINDER PUMPS ARE REQUIRED FOR ANY FIXTURE WASTEWATER UTILITY �' DEVELOPMENT ENGINEERING `�'
UNITS LOCATED AT BASEMENT LEVELS OF THE LOTS
Ir
dchristen 07/20/2018 rnair 07/30/2018 0
REVIEW OF GRINDER PUMPS FOR EACH INDIVIDUAL LOT =
WILL BE DONE AT THE TIME OF BUILDING PERMIT C�
REVIEW. FLOORS ABOVE GRADE SHALL BE FLUSHED TO SURFACE WATER UTILITY LLI
FLOW BY GRAVITY TO THE MAIN. rstraka 07/30/2018 (D
DAM 0
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mmO�Na1LNAO 79B3 GG1 + CITY OF CEDAR RIDGE SHORT PLAT 8-8-2017
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