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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
/ J I I I � J//`I. LT✓✓, V.V/ L/
y TYPE 1, VANED GRATE
49 LF 4 j J CO "' CO RIM 98�.r 387.17
�� PERF. PVC , / 4 /E 384. 76 4" 1E /N 383.19 (N)
4 �E 383. 42 „
12 /EOUT�2(S)
386 0
/ -I
AM 00 o r El VIL
1600 L-----I00
pD86� E (T a
I 3LF PVC ; ,el
82
00 567
SCALE: 1 = 20 /) l 6"4'LEANOU�T ° ° °� 6 CLEA OUT
0 10 20 40 / RIM ` 387.7 p ° : ° d i RlY 387.9
/6" IE 38G.19 3$$ a ' ' OOi - -- 6" IE 3 .99---
1
10LF B " .PERF
lP/PE/CONNEON
/ B1 I G'1
MIN/MUM 3 FEET COVER 29 LF 4"NI/
I ! " CLEANOI�T I I 6" CLEANOUT
PROVIDED FOR STORM PIPES PERF. PVC ` 4 /M I ° 6 12 PV' R/M 387.84 c/
6" l� 386. 4 I I . 6 /E 386.30
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n I L---I °a /
6 00
I )
\ 4 If , 86.7 a VC \. ° i 6 F 6" P C moo
\ °
- ° I
\ PR/VA DETENTION VA L T ° �: a ° I a U ---
\ SEE DETAIL SHEET C4:31 0 - - o L / - _
I '3LF "PVC ,I II 6" PVC
7LF6"PEF 6,0.1400
P/PCON oI . o 2
I
° ao
RIU 387. 08 \
,0G \� / / i �916.. I R/M 387.14 4.l.. I OPUS L� I 6 /E 385.5
_ _ llE 385.5 I ~ a L ,4/L . X Q... I - 61E" -385 - - - --
I BQ 7LF6 P F /
9Qso
6 385.5 p. m.a L\4I
PIPE CON ECTION
NEW PUBLIC
» CLEANOUT I ' ` ' i 6" CZ T
CB 6 \ . l CO Y / RlM 388. 51 I I 4:i RIM 3� 08
4 E 38 00
49
IOLF 6" PERF
PIPE CONNECTION PER
DETAIL THIS SHEET
DIRECTION OF SHEETFLOW
D/SPERS/ON (TYP)
WIA
410
370
NOTE.
MIN/MUM REWIRED
COVER FOR PKC STORM
P/PE /S 3 FE T.
1 +00
PW EL: 484.75
15 00'1 VC
"1
h
0
8LF 12" PVC 0 0.
4f92, 44.18 L T \ ! I \6" lE 387.00 I 6 /E 3 .53 TYPE 1, VANED GRATE I
TYPE \ 134 L, 4 ,� Al 0 R/M 3857-ji5 385.5
381.15 R/M 388�; PERF. PVC - - Lo o _ �2" IE -- �� _ - r - -
375.18\ 12 lE /N 3�89- (E) \ - - 1 DE lCA 0 4" IE 382.2� (N,1381.46
375.13 � 12' IE OUT 5789- (SW) \ \ � "w- -- - 3 2 �
vc �EXISTING DRNEWA Y TO
_ 61` _ :- _2 Y o�c �� 8E ABAN)OONED AND
v " °
® ? I F 6 PV Z I REMO . AM MYQ[G
I 0.1029 AD✓AC T FRONTAGE
sss
ss
--_/
w PA'iEMENT RESTORATION / STA 80 / / - - /H /
_ Y :::: :::: :::: :::: ::::....: J D /VE Y : lfi l M #8056
CB 8011 TYPE? ��� / �� \ I FWATERLINE w / w w w w w C 'I EL-397.46 w�
_ w AREA PER CITY OF -\ PRO OSED STREETLIGHT / R �G
# RENTON STANQ D w Q ,NNLL 368.95 w w- w T o CB 8028, /w I R CHANNEL-390.50
/ RIM EL=372.3� IN W w / �- / / RIM EL= 8, .03 W, OUT /
8"CMP(S)IE3b9.8rf �� r8" NW, OUT �,�� \� 1 ATERLINE w w Lw w w w�-
-
i \ w ��-mow w aw. , w / 8'"'CMP(5�=389.40 rn
Q- B - �C6�r �p N >p �B SE / a
co 00
- - 5f00 010)
00
00 _ _
\ \ w \ \ SOUTH PUCE R/UE CB #8019, TYPE I
\ W PUB/C WRIM EL-392.82NEA
\ S8. `L 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 37,E 378.48 \ REMOVE AND REL OCA TE STREET L/GHT.
\ \12" /F /N P (NE) 374.78 NEW DRIVEWAY EDGE TO MIN/MUM 10' SEPARATION BETWEEN
0\ 0.067 MA TCH SIDEWALK LANDSCAPE /N THE STREET LIGHT AND DRI VEWA Y EDGE
18"`EX/STING If /N 36z84 (E)374.70 PAVING FOR TRIANGULAR WEDGE PORT/ON (SEE STREET LIGHT PLAN)
PEDESTRIAN CROSSING (BOTH SIDES OF DRIVEWA Y)
RANDOM FILL
6" MIN.
18" MIN.
i-
24" MIN.
FILTER FABRIC
6" PERFORATED PIPE
1 " - ;" WASHED ROCK
PRI VA TE STORYWA TER DETENTION VAUL T
VAUL T FL OOR AREA: 1,210 SF
REQUIRED L/VE STORAGE VOLUME- 7,106 CF
PROVIDED L/VE STORAGE VOLUME. 7, 623 CF
• NO WA TER DUAL/TY TREA TMENT REQUIRED
• SEPARA TE BUILDING PERMIT /S REQUIRED FOR
THE STRUCTURAL REV/EW OF THE 5TORYWA 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 FLOW DISPERSION (CONS/S/ T/NG
OF /ND/ V/DUAL DRI VEWA YS AND WALKWA YS,
WITH A 10' VEGETA TED FLOW PA TH)
• SOIL AMENDMENT WILL 5F PROVIDED FOR TOP
SOIL
LEGEND
HIGH PT STA: 1f93,
i
P14 STA.• 171-85.65
PK EL: 388.51
25.00' VC
PROPOSED FIN/SHED
L44
W
GRADE 0 (TYP.)
ai ai W
--
_2.009,'
10,00
---:----:---,383.05TH-�---- --
'1 IE 382.49� - -
----- ----_--376.75'LWS____ _
-----------=----=-------=-=---- ----
i
CONTROL STRUCTURE,
SEE DETAIL SHEET C4. 2 ...
DETENTION VAUL T,
SEE VAUL T DETAILS,
o Z SHEET C4.31
Q "
DRIV47WA Y
HOR/Z. SCA E.• 1 "20'
VERT. SCA E.• 1`_-10'
h
1+50 2+00
390
:Z
370
360
420
h
N W
�h
"W � W
I
2+50
00.5010
3+00
j
j
44LF
12" PVC / ✓
-------
0 0.
359
-
12" IE 376.75
-
57LF 12" PVC 0 0.03
6 (A8)
r�
VA UL T OUTLET
HORIZ. SCALE: 1 "-20'
VERT. SCALE- 1 '�- 10'
EX. SURFACE TEXT
EX. CONTOUR MA✓R
EX. CONTOUR M/NR
PROP. SURFACE TEXT
PROP. CONTOUR MA✓R
PROP. CONTOUR M/NR
390
370
360
3+25
' /J
370
• /J
0+50 1+00 1+40
CONSTRUCTION
RECORD DRAWING
l $IDEKO111010
.�,,
��•oF WAsy�ywa� CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
Ate•. a 41846 0,.� DESIGN SURVEYING
FSS/ONAL ENS\
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
-72 R-397309
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PERFORA TED PIPE CONNECT/ON SECTION
Q
NO SCALE
SURVEYED:
DAP
DESIGNED:G
SCALE:
HORIZONVEffrTAL- -- NAD 1983/1991
CITY OF ROAD AND STORM PLAN AND
OAS:
SEPT. 2017
h
1;R)FlELDBOOK:
DRAWN: SES
R E N T O N DRI VEWA Y PROFILE
PAGE.
DRAWING N0:
CHECKED: MAU
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
SHEET: 9 OF: 22