HomeMy WebLinkAboutR-425531V1
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33NIFSo �E 5o STORM PIPE CONNEC170NS FROM
APN JEN ER I THIS P/PE AND ALL UPSTREAM 15' BLDG
CONNEC770NS ARE "PR/I/ATE" SETBACK (TYP)
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(CRI77CAL �\7�TRACTLAREA) /
I\/430
7,6,100
SEE SHEET C4. 10
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wig®II®�m� �A
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6" CLEANOUT �48 6" If �� 425.70 :.
RIM 430.03
S2 51 6" IE 6 /E 425.70 a .
��il ram■ � _ r / I; � �.
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RIM 42.9.56[)ALP
50 426 so _ 7 27LF 45 J I I »
\ l/ STORM PIPE CONNECTIONS FROM THIS PIPE AND 6 PAC 6 P� 41 \ I RIMC428. 43 T CLEANOUT ADDED
L9Q,,-g-g1Be- o STORM P/PE CONNECTIONS FROM
ALL UPSTREAM CONNECTIONS ARE "PRIVATE" i 00123 9 CB 22 THIS P/PE AND ALL UPSTREAM \ I 6 /E 424.44 /N CONSIRUCAON
CONNECTIONS ARE 'PR/l/ATE"
7LF 6" PVC I I I \
TRACT M 00.1576
(OPEN SPACE) /° / \ I ROW 3 pp 1 CB 20 CB 21 �)
STORM PIPE CONNECTIONS FROM
PN o423N5- NG6 \ 1 ` I ( ` THIS PIPE AND ALL UPSTREAM
•: CONNECTIONS ARE 'PRIVATE"
A KANSOO / 6" CLEANOUT _ _ 16LF5tf 6 PV / I1.�fF I \\
R/M 433.04 0.0050 9 $ 6 CLEANOUT \
428.10 6" /E 28 29 130 \ I I �� I R/M 430. 45 ) CB 19 4-AL 6 PV \ EX/STING GROUND
24 25 26 6"' CLEANOUT I < I 6" If 4z'3BB- 425.70 v 0.0115 ®0 6>19� I / \ o \ CONTOUR (TYP)
63LF &EF 6" P RIM 431.78 356„ 036 o IT l �� \ _
6 /E '�9 427.51 I 31 / 32 33 34 - � 9061
o LLG6/M�2537 p4RTEs 6"/E42751 AP00094 PE
oALPAY
B 25 4 LF26
B 24
CB 106"PVC. , T No.
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o I I I I O a 00158 II I LOT LINELLA, LN 09
0 6" CLEANOUT _I�1 I NTON 6 00
/ STORM P/PE CONNECTONS FROM THIS PIPE AND ' RE o4-10 o822g0
R/M 431.28 / I I Q ALL UPSTREAM CONNEC770NS ARE "PR/I/AIF" 1 CITYA NO- � NO. 2005
428.30 6 IF 2- L.L RE
I - ' 6" CLEANOUT 42830 6" If 2 17 / I
\ RIM 435.84 �.. i �o I of 6 CLEANOUT a
17LFF 6 D / RIM 429.98 I 1 • . - 1 STORM PIPE CONNECTIONS FROM
6 /E �66 _ I 12 1
_ 20 1
23 0.1029 �-8.-849fr ° I 6 /E�?BB 42529 � 10
I I I 43174 19 � 70LF � ° THIS PIPE AND ALL UPSTREAM
I 6" 1E AO� 425.29 / / � 6" CLEANOUT "
22 21 18 l ) CB 11 0l II 13 I CONNECTIONS ARE PRIVATE
- : I RIM 424.32
•
,- - - 7BEF 6" PV l l •�� I >5LF 15 14
_ \ 421.28 6" IE-A�. 66 15'
EX/STING OFFSITE TREE ® I 16 ® 6 P C2 1' 4� 6" PV BSB
TO REMAIN TYP I a i a
STORM PIPE CONNECTONS FROM I 29LF p - 0.0523
JL THIS PIPE AND ALL UPSTREAM CB 28 6 D1 ,3 F • . 4 -� CB 30
N 0420p VO4 I it - CONNECTIONS ARE 'PR/V,4TF" a °� z ® 0.0431 49fF 6 DI
A PN 0.0012
NOO G I NIN O 6'®LE UT
\ RIM 426.86 =1 �
`6" /E -4 J 00 42321 ° �-
6" CLEANOUT 74LF 16LF CB 27 -7II1! 1 5 g235 ILL
042 5 92N62 RIM 436.36 �F6 PV 6" PV l ..� '` _ 6" CLEANOUT STORM PIPE CONNEC7ONS FROM _ / I APN 4ASSOCIATES
3° p 1 6" IE 4�66-g-B60� 9-9 0_599- ) RIM 429.16 THIS PIPE AND ALL UPSTREAM I ALP AY
AP JAMES JA 431.74 0.0567 o J CONNECTIONS ARE 'PR/VA7F"
0.0625 0 42317 6 /E -z?9B
TRACT N 6 I 42317 I I PROPOSED FINISH
SPACE) . I 9 8 7 6" CLEANOUT 5 I TRACT O (/ \ 2 I GRADE CONTOUR
RIM 43>. >7 I (OPEN SPACE) \ I 1 I (TYP)
6„ lE V 427.55 CB 14 CB 13 I \ I I \ I I I
6"1Eg427.55 IT
I
a,
CB 26
79*00 \ 3:
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W / / w w�
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_• • • • - , . •. •';,,; .. �, :
9 .0050
PER C.O.R. STD PLAN 226.0
s.
•
CT
• RIM 427.30 42730
SEE SHEET C4.33 (TYP)
1
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00
NE 12TH ST
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SD SDt� SD- - PD SD�-
_
ALL STORM MAINS AND STRUCTURES ARE "PUBLIC"
OR OTHERWISE NOTED ON THE DRAINAGE PLAN
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
m
SURVEYED: SCALE:
SY OTHERS AS NO1E0
DESIGNED:
HOLL/ HEA VR/N
DRAWN:
MARY MOORE ONE INCH
CHECKED: AT FULL SCALE
HOLL/ HEA VR/N SIIF NOT ONE INCH ACCORDINGLY
NO. REVISION BY DATE APPR APPROVED:
ROLL/ HEA VR/N
VERnCAL• NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
`(EYMAP
A(,
SCALE: 1" = 30'
0 15 30 60
STORM LEGEND
STORM P/PE
STORM SERVICE
EX/STING STORM PIPE
STORM PIPE FLOW ARROW
❑❑
STORM STRUC7URE - TYPE 1 CB
STORM STRUC7URE - TYPE 2 CB
NOTE
ALL CLEANOUTS LOCATED W/171IN A DRIVABLE SURFACE
SHALL BE REWIRED TO HA Vf- TRAFFIC BEARING L/DS
U -•u1VHL -.
�- SD �T� SD SD rJ�8�2 r✓"
10 CIVIL ENGINEERING
CITY OF
RENTON
Planning/Building/Public Works Dept.
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
R-425531
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
STORM SERVICES PLAN
CONSTRUCTION RECORD DRA WINGS
0
O
N
N
N
DATE:
O
0/111202J
FIELDeo
PAGE:
DRAWING NO:
C4.11 0
SHEET: OF:
31 93