HomeMy WebLinkAboutR-417935SEE SHEET C4.11
I\ I ALL STORMWATER FEATURES
v1 wt I LN 11UN r'A(_lL l 11t5, wA I tH
QUALITY FACILITIES,
CONVEYANCE SYSTEM, ETC)
O SHALL BE PUBLIC UNLESS NOTED
OTHERWISE.
Q
W THE COMPLETE ROOF/FOOTING
DRAIN SYSTEM SHALL BE
PRIVATE UP TO THE CONNECTION
POINT WITH THE FIRST PUBLIC
CATCH BASIN
PROPERTY -
L/NE (TYP)
Z
Q
v
EX SHED
(APPROX
.00A TION)
EX GARAGE
(APPROX
L OCA TION)
A�o
LA N4731'45.6935" 18„
LA N4731I
ao ROOF/FTG. DRAIN .• W1227133.3093"
LON. W1221
SYSTEM TRIBUTARY TO \� » 0 B-99E9- W
STORY WATER VAULT LA T- N4731N473145.69760.1282 o I
° . W122713JJ2791 15CB 8B (T i PRIVATE _» LON. W1221_-/6»SDCO IVATE 11 12 » - - 8" sDco P 8 SOCO PRIVF "E SDCO P RIM �36r 107. >;R/M6r 6.04 » 8 SDCOPR 8" SOCO 107.14 R/M �95�� 8 SDCO ArgLAT. N473147. 7371 6 SOCO R RIM 1 64 , a 8 /E A64 #4r99.38 RIM �4, 97. 79 8 /E RIM 4B7 F4 07.78
6 /E ¢90. a RIM f69»
LON- W12211'335844" RIM �`� 8 IE 9-7C97.95 8 /E 34�9 1 97.79 8" IF a.. 8 /E �631xr99.38 8" IE �8394
6" /F �4-� 8" IE .�98.60 15' STRUCTURE SETBACK
° - v °
CB 8 LAT N4731'47.7455" 6 /E �z?6�92.4 8 /E �J9 12 a a• °
X 11 Il I a I 8 /E 6498.60'a l I I FROM SENS/T/l/E AREA.
LON: W1221133. 6271 I b.. 504L 8
6" SOCO Pily 6" SOCOP ►VAT a. ° -�- SEE WETLAND MITIGATION
° . -_--35 Iv T4'• 4" WALL DRAIN PLAN.
I ° - 4.4 RIU 93i 209 .OLF » °
.Ol RIM 6" IE 289. .0718PRIVATE -11n �- o ®9-BBS� IVA 7.1LF» ° (TYP)
PR.IVATL 3StF 8 PRIVATE
16 /E
6" lE �e4-3¢ 6» /F �89• p ® _ 32f0� 0 _ _ _ 0.0193PRIVATE!- _ 00138 PRIVATE 33f00 8» SOCOPRI
�E - -� - R/M A95�r 10950 ® 0.0126
I , . ❑ I 6" CLEANOUT PER CITY � . / 0•p5�59_ - - LEe
- --
a
OF RENTON STD DTL 226, - T - 8" 1E g#.pg97.7
I TR.
SEE SHEET C4.37 (TYP)PRIvaTE. PR WETLAND RECHARGE ROOF/FTG SYSTEM. -A r 8" If 9 37EF 8" 43.2LF PRIVATE
• @ yg� -70
(OP. SP.) °� / : ' - 1 CB 30 DRAIN SYSTEM SERV/C/NG LOTS 3-6 & 11-16. PR► >� 90694 0.0238-
° CB 6 LAT N4731'48.4584" 31 0 31 r0/ / �� _ 4 5 6 CB 31 PROPERTY
� •. $' LON.• W>2211'34.0690" 5 • PAN ACE � CB 29 .3
(� 0.01 \ 8" SOCO P I 15' STRUCTURE SETBACK LINE (TYP)
� FROM SENS/T/l/E AREA
LAT N473148.4461" / � - 2 8 SOCO P r R/M
\ N °, CB 28 6" SDCOPRI RIM 85.-zl.f 8 8" IE 9g99 I a SEE WETLAND MITIGATION
LON: W12211'34.1313" � 89LF »
26'f
• 6" SOCO P A / RlM 7fi 83 7 49EF 8" 8 It -88580. 8" lE 3498 ., 9p- PLAN.
94.60 RIM 89� 1 6" lE 75-3973 ®g g95g 8" IE > 80�. _ - JO XF „ I /
\ CB 68 84.01 6" lEr 6" lE 75-387,;, 0.0134 P vArE 8 SOCO PR►vA 3z''tF 8 CONNECT WALL - PROPOSED FINISH
a 60 88.83 DRAIN TO GRADE CONTOUR
\ 90 84.01 8" /F 6466r (OP. R.SJ \ \ \ 6 /E 75 FO 3.58 35.2LF „ 8//E 79:9-�80.54 0.2941 PRIVATE CLEANOUT (TYP) � I
2i4 `f ® gg2� 8" SDCOPRI ATE 8 /E 799-780.54 8" SDCO64 EX GROUND
CB 27 ` 6" � �FF4 RIM 65 RIM �9 69 92.26 CONTOUR (TYP)
29.4LF » 0.0853PRI FE8" IE $9�8 0.0100 'Rlv E \ „ � 8" IE 69 8776
\ 6 SDCOPRI 6 SOCO PR
6 STUB 8" IE 9•i?E8
RIM �frFM 51 RIM 79-Brr 79.
CB 5 6" lE ;*.6,
80 6" IE 76r5B76.09 °F a
-� -- - - -
c
8 PRIV
/ � ai '�xo ' • \ 75.41 �. ° ° . ° _ � ° ° a -- - �... • I ° 0-0-53E7
\� \PEE 90 AUL TACCES RD 8" 0.4458 z
/ 20 1 P 6„ y:�a 71 OU _ - - ® 0101 a
= _ -- -- _ --- CB46 o TRACTG
(NGPA)
• / TRACTA 9 �\ �\ �� CB 38 go- •�
(STORM/OPEN SPACE) WETLAND 'B"
\_ ° \ SEE PROF/LE, / • • '
PROPOSED \ \ / = SHEET C4.26 _ _ _ /' ^ • . \
a
10' UTILITY ESMT
- / ° • • a /� I (ACCESS)
EX TREE \ \ \ ' . \ CB 3 „- TRACT H _ j „-
o �TOBESAVED \ �p o °°. \ „ ' I (STORM/OPEN N SPACE) ��_------------
\ °
/
°
• . o �SS�
ti
/
o /
ss-
10
------------
CB 42
CB 2A
CB 2B
- f ss
LINCOLNA VE NE
98f0 00 _ - 99}00 - -
CB 2 I \ 93f 00
--- --
A►1E NE
LEGEND
NOTE
SS
100+00
a q
PROPERTY L/NE ALL CLEANOUTS LOCATED WITHIN A DRIVABLE
100 PROPOSED CONTOUR SURFACE SHALL BE REQU/RED TO HA VE TRAFFIC
EX/STING CONTOUR BEAR/NG LIDS.
STORM MAIN
STORM SERVICE
EX/STING STORM MAIN
❑❑ STORM CB TYPE /
STORM CB TYPE 11
1 CONSTRUCTION RECORD DRAWINGS
PIPE MA TER/AL
ALL PIPES EXCEPT THOSE SPEC/FIFO AS D/ SHALL
BE POL YPROPYLENE STORM SEWER PIPE PER WSDOT
SECTION 9-05.24
F.'T%"%l •►
� 95+00 / it -
- I PROPERTY
- I LINE (TYP)
ASBUIL T NOTE
THE ASBU/L T /NFORMA T/ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMA T/ON PRO 1/DED BY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOOOFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOOOFELLOW BROTHERS /ND/CA TES THAT
THE DA TA PROVIDED TO CORE DE S/GN
ACCURA TEL Y REPRESENTS FIELD COND/T/ONS ON
THE DATE OF THE/R SURVf X CORE DESIGN HAS
REVIEWED THE /NFORMAT/ON PROVIDED FOR
GENERAL CONFORMANCE WITH THE DE S/GN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE /NFORMAT/ON /S /N
ACCORDANCE W/TH THE OBSERVED FIELD
CONDITIONS.
�ppK INS h,
�, o wAsyfF CIVIL ENGINEERING
ov�P o• z LANDSCAPE ARCHITECTURE
Z• PLANNING
99 �•� DESIGN SURVEYING
ISTER �
IONAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
SCALE: 1 = 20' 2/13/24 R-417935
0 10 20 40 I I I I IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG.
811
M E M 2/ 13/24 H H H SURVEYED: SCALE:
HORIZONTAL•
LENN R. SPRAGUE P.L. S. �RnGA- NA NA
VD
1 19881991983/
CITY 0 F
DESIGNED
HOLL/ HEA l/R/N R
DRAWN: RENTON
MARY MOORE ONE INCH DATUM
CHECKEDHOLL/ HEAI/R/N IFAT FULL S NOT ONE CNCH Planning/Building/Public Works Dept.
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
STORM DRAINA GE SERVICE PLAN
N
0
0
0)
J
V
Nc
1
DATE:
2113/24 Q
FIELDBOOK:
PAGE:
DRAWING NO:
C4.10
SHEET: OF:
35 107
CONSTRUCT/ON RECORD DRA WINGS