HomeMy WebLinkAboutR-397309OPUBLIC
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SDMH #8010, TYPE II�
RIM EL-372.16
8"CMP(N)IE-367.98
18°CONC(E)IE=367.84
r ^ 12"CMP(S)IE=367.01 I
1v 24"CONC(W)IE=366.49
J
Qr)J//`I. LT✓✓, V.V/ L/
J TYPE 1, VANED GRATE
49 LF 4 i J CO CO RIM 38I;� 0.r 387.17
AFv
PERF. PVC 76 4" 1E /N 383.19 (N)
4 /E 383.42 12„ /E OUT 4&q-6_F (S)
20LF 4" P
420
410
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co o r I-- -I r� [I ��� 13� 16OD Q l�� L - - - - -
I i 00i I D NE (T li
3LF PVC ,��� �8g, c� • I
I ® 0.9,567 1 ; 01 �I
SCALE: 1 " = 20' i� /� l 6» , LEANOU/T a a�
/ e a I 6 CLEA OUT
RI
o 40 ` 38710 20
M 877
16/E 38G19 9
3$$ 00, - -- 6" 1E 3 .99---
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49
370
IOLF 6" PERF
PIPE CONNECTION PER
DETAIL THIS SHEET
DIRECTION OF SHEETFLOW
DISPERSION (TYP)
NOTE.-
MIN/MUM REWIRED
COINER FOR PKC STORM
P/PE /S 3 FE T.
1 +00
TYPE 1, VANED GRATE I
RIU 385 -Z5 385.5
12" /E OUT zOg zR2 (N)381.46
4" IE 382.27
EXISTING DR/V£WA Y TO
BE ABANpONED AND El
I 0.1029 AD✓AC T FRONTAGE
>.. SS SSA
w
S. \ .
❑ -_MEEEN
w PA�I/EMENT RESTORATION / STA 5f80 /
` ( _ D NINE AY WIDTH / PRO�OSED STREETLIGHT l l l -RI H #8056
o _ w AREA PER CITY OF / (�E . 876 - - -\ - ` ` / RI�GI EL-397.46
16 WATERLINE / w w w w
/� CB #8011, TYPE I RENTON STANDARDS- w ^�� ANNEL=368.95/ \ w w i w w C// R CHANNEL-390.50 -
8`.E IN w w w w L .. I - / / o CB #8028, YPE I t�" W, OUT /
RIM EL=372.3� � / RIM EL-39 03 /
8"CMP(S)I z�3B9.8rf ;8" NW, OUT �,�� \ / 1 ATERLINE w Lw - w w w �-
- i \ w \�-mow w 11 1 w� w w /� 8"„CMP(5)=389.40 a' /
Q- 0 LS&r SD D 4B SE 4 CO d /
_ 5f00_ _ _ _ -I
\ \ w \ \ SOUTHPUGE R/VE CB #8019, TYPE
\ NEW PUBLIC C (PUBLIC RIGHT OF WA RIM EL-392.82
\ S8. `1 8"CMP(N)IE=387.33
TA 4f65,
\ DRIVEWAY WIDTH VAR/ANCE 18°CONC(S)IE=386.76
\ TYPE \ APPROVED UNDER LUA17-000668 18"CONC(W)IE=386.52
\ RIM 97 Z 378.48 \ REMOVf AND RELOCATE STREET L/GHT
PW EL: 484.75
15.00' VC
ai
ai
W
W
�I 10
HIGH PT STA: 1f93.
i
PO STA.• 171-85.65
PI/l EL: 388.51
25.00' VC
PROPOSED F/N/SHED
GRADE ®(TYR)
-2.00r
IF 382.499- -
00
flu
--- - -376.75'LWS--- --�
---- --------------------------
8LF 12" PVC ®0.0050 L- '-------------
CONTROL STRUCTURE,
SEE DETAIL SHEET C4. 2
\ \12" lE /N (NE) 374.78 NEW DRIVEWAY EDGE TO MIN/MUM 10' SEPARATION BETWEEN
00.067 MATCH SIDEWALK LANDSCAPE /N THE STREET LIGHT AND DRIVEWAY EDGE
18"`EX/STING If /N 36z84 (E)374.70 PAVING FOR TRIANGULAR WEDGEE PORT/ON (SEE STREET LIGHT PLAN)
PEDESTRIAN CROSSING (BOTH SIDES OF DR/l/'WA Y)
RANDOM FILL
6" MIN.
18" MIN. -"Jr" r'-I -I_ - r.1- -I
I j'�- ,� -J .-
y
-
-,' - -,- I
r i- i-
24" MIN.
FILTER FABRIC
6" PERFORATED PIPE
1 2" - 4" WASHED ROCK
PRI VA TE 5TORMW4 TER DETENTION VAUL T
VAUL T FL OOR AREA: 1, 210 SF
REQUIRED LIVE STORAGE VOLUME.' 7,106 CF
PROVIDED LIVE STORAGE VOLUME. 7, 623 CF
• NO WA TER OUAL/TY TREA TMENT REQUIRED
• SEPARATE BUILD/NG PERM/T /S REQUIRED FOR
THE STRUCTURAL REVIEW OF THE 5TORMW4 TER
VAUL T
ON -SITE SUP PROVIDED
34LF PERFORA TED PIPE CONNECTION, TOTAL OF
4 CONNECTIONS, UPSTREAM OF THE DETENTION
VAUL T
• 2,515 SF SHEET FL OW DISPERSION (CONSISI TING
OF lNDIV/DUAL DR/ VEWA YS AND WALKWAYS,
WITH A 10' VEGETA TED FLOW PA TH)
• SOIL AMENDMENT WILL BE PROVIDED FOR TOP
SOIL
LEGEND
DETENTION VAULT,
SEE VAULT DETAILS,
SHEET C4.31
DR/V47WA Y
HOR/Z. SCALE' 1 "20'
INERT. SCA E.• 1"--10'
N
2+00
A
370
W
360 '
V h
EX. SURFACE TEXT
EX. CONTOUR MA✓R
EX. CONTOUR M/NR
PROP. SURFACE TEXT
PROP. CONTOUR MA✓R
PROP. CONTOUR Y/NR
44LF 12 PVC
In
p
LN
NW
2+50
WW
C�
y�kjop j
VA UL T OUTLET
HOR/Z. SCALE.' 1 '=20'
INERT. SCALE.' 1 "=10'
® 0.50X
ni
W
Z
3+00
F
i
380
112" /E 376.75
(AB)
I I�L - J
370
420
N
�o
�t-
410 O
O
04
400 CL_
390
370
360
3+25
0+50 1+00 1+40
CONSTRUCTION
RECORD DRAWING
1 gIDEKO
r of WAsy;9 CIVIL ENGINEERING
- y I LANDSCAPE ARCHITECTURE
PLANNING
-o• 41846 ' �.
DESIGN SURVEYING
FSS/ONAL ENG�
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
R-397309
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PERFORA TED PIPE CONNECT/ON SECT/ON
Q
NO SCALE
SURVEYED:
DAP
DESIGNED:
SCALE:
HORZO VEffrICAL,
NAD ;9a3i,99,
CITY OF ROAD AND STORM PLAN AND
DATE:
SEPT. 2017
WG,
9; R)
FlELDBOOK:
DRAWN: SES
RENTON
• DRIVE XA Y PROFILE'
PAGE:
DRAWING NO:
O
CHECKED: M4U
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
C4. 01
IF NOT ONE INCH
CORE JOB NO. 16114 T
NO. REVISION BY DATE AP P R APPROVED: SHY
SCALE ACCORDINGLY
SHEEP: 9 OF: 22
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