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g
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400
S
102LF 1Y 0.1. (CL 52
LLI
0 0.54%
SEE SHEET C7 FOR
LLJ
CONTINUAnON
F-
390
N
m
7 rF]�7jTAFa A
870.00
SCALL
HORL- 1' = 20'
VERT 1' = 5'
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C/YK ENG/NEER/AVG & SURVEY/.YG
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429 - 291H ST, NE. SUITE 0 PH: (253) 848-4282
PIYALLU°, WA 98372 ceeenicee0ceenw ne.com
0+40 0+80 1+20 1+60 2+00 2+40 2+80
STORM MAST EXTENSION PROFNE • CBW1 TO CBe7
CALL 48 HOURS
BEFORE YOU DIG 2
DIAL 811 1
4/26/2021 1 1 NO.
C)
T n
7
CB \
\? RIM 374.92
'F IE 372.87 12" CP N.
IE 372J9 12" PVC 5.
REVISION
BY I DATE I APPR
m 0 o m
BREAK LINE - SEE SHEET C7 FOR CONTINUATION I inch = 20 feet
_ _ _ _ T — — — — — — — — io11F 1z" uJ. _ _ _
ERASTING
ADE
CONTOUR
(TYP) (a. 52) 0 0.54a
catTQUR (TYP) o I 1
ELF 12' ADS (N-12) 0 167X o
911E 12 ADS
or 3
110132 (N-12) 01.435 O
n
SF - CATCHBASIN S10RMFIL (`')
/ `Vi06 SiA�.2+TpJpp, RIDGE 4 �£ 0 - TYPE 1 O
_`4p5, W Sa1D LOCKING LID O
— / Pou4oz.ss r2 - _ - N I STA:2+23.0a 6.50' (L) N
- - — - _ RI11=405.73+ V
Cli -TYPE 2 48• - 0+40 IE=40245 (le N,W)
0 0 IE=40245 (fi• S)
W SOL1D LOCKING UD 7O F It ADS (N-12) O'O.50S -
STA-O+%96 0.00' - -_—
MM=406.25! — — — — — — -__ --
IE=391.50 (12' ES) ss 1 _ _ _ _ A - ( _ TYPE z 46'
IF NECESSARY, FINAL RIM , 5' PRIVATE STORM -
WJUS'IMENT-SHMt-BE i ADE I DRAINAGE EASEMENT 25LF 6- ROOF DRAIN W/ SOLID LOCKING uD
AS PART aF LOT 3 DPoVEIYAY I - - STUB 0 1.20% STA0+00.00, GOD'
CONSTRUCTION AND GRPDING;, ^i I STUB IE=40275 NM=406.153
1 IF 8 NECESSARY. (1Y FINA
LOT 3 FINISHED GRADE �i IF JSTMETS ALL RIM
012 1 1 CONTOUR (TYP) 9 ADJUSTMENT SHALL BE MADE
TRENCH, PIPE ZONE BEDDING AND I AS PART OF LOT 3 DRIVEWAY U)
COMPACTION, AND BACKFlLL PER I a CONSTRUCTION AND GRADING 00
PROPOSED BIDDER DESIGNED u : CITY STD. PLAN 220.00 AND 220.20 11 O
31D110133 FILL RETAINING WALL g 17 F 12' ADS I C)
(N-12) 0 0.59%
L - 4 Q
W SOUD LOCKING LID1 I ✓r\ ✓�\
STk1+3845, 0.05 688'51'03-W 9 97'
J
RIM=405.501 1 _
IE=391.15 (I2' N,E)
INSTALL PER CITY STD. PLAN i- T
—20LOO-ANB-2B4.30-(TYP) — - INSTALLITp1 SLEEVE UNDER POSTING AND
C8 - TYPE 2 48" \ PROPOSED RETAINING WALLS FOR 1Y STORM
W SOLID LUCKING LID \ STA 1+55.72 QOD' PIPE. EXTEND S (MN) BEYOND WALL BOTH SIDES
\
RIM=405.50E STORM PIPE CENTERLINE
IE=391.D5 (127 SE) EQUALS CONSTRUCTION
x '\ ALIGNMENT (TYP) 0418000005
;W)211E 12' ADS (N-12) 0 4.295 ,. ��: �\
G' V
IE) C8 - TYPE 1 a\- 15' PRIVATE STORM DRAINAGE EASEMENT O
Nth W/ Sa1D LOCKING LID \ RECORDING NO. 20210226002594 O
STk1+76.46, OX i \ OVER PARCELS 8011100137 AND O
RIM=394.50k 0 0418DDD005
IE=39515 (tY N,SE)
INSTALL PER CITY SID. PLAN ` \ Reoav_ a
\5i rAE F Rr
2000D, 204.00 AND 204.10 (TYP) \ .. _ 'I
RESTORE OR BETTER
LANDSCAPE TO �^' \ / - = � � va°r�r,3T-
EXISTING at BETIFR CONDITION L
AFTER CONSTRUCTION
CB - TYPE 2 48
W STUD LOCKING LID
STAy
2+45.88, ROD' / i y �—
RIIA=391.00f
IE=384.50 (129 NW,SE�
NEAT SANCIIT �� ,., Cr+nvEL\
LINE (TYP)
Q�, ,3 PATCH BRAVEPER
CITY
5 ,9 S SM. PLAN 1110
CB - TYPE 2 48'
W SOLID LOCKING UD
M STA2+93.71, 0.00'
NM=38S49.+
EX IE=380.45+ (if SW)
IX IE=38D.613 (1Y NE)
„ NEW IE (12NW)
INSTALL PER CITY
STD. PLAN
25.00 AND 204.50 (TYPT
/ EXISTING 12" STORM LINE
/
RIM 375.22
IE E 373.38787 6" CP Ss.
SDMH
RIM 374.75
IE 37t36 12" PVC N.
IE 371 05 6" CP NE
IE 370.97 12" CP E. CONSTRUCTION NOTE
IE 367.70 18" CP SW, PRIOR TO STORM MAIN EXTENSION, CONTRACTOR SHALL CONFIRM
E%ISDNG AND PROPOSED INVERT ELEVATIONS AT PROPOSED
CONNECTION POINT. IF CONFLICT EXISTS, CONTACT PROJECT
ENGINEER FOR POSSIBLE DESIGN CHANGES.
IrP `"D RENTON
scALE 1 =zo CITY OF
,we. FEW �� DATUM
� o:,M Planning/Building/Public Works Dept.
FBB
IN COMPLIANCE WITH CITY OF RENTO Ov
STANDARDS
Q
SURFACE WATER UTILITY DEVELOPMENT ENGINEERING O
jfarah 05/25/2021
Nathan Janders 05/25/2021
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Lu
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7TH STREET SHORT PLAT i6/300/202o Lu
CES NW JOB NO. 17234 Mile N A
Cn
NE 7TH PLACE STORM MAIN EXTENSION C6 2
PLAN &PROFILE mw B 0e20 n