HomeMy WebLinkAboutR-420013Z
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W STORM DRA
C) 440 L
C)F -FOOT DIAMETER 1 I 1 I �\
4 I 1.
1 3 CM3 FOUND 0.5" RBC
P DETENTION TANK C5.10 "HARSTAD" LS#19731
N BOTTOM EL=25.69 AT CORNER
� � I DESIGN SURFACE ELEVATION=28.19
C)�I PEAK CONIC
VOLUME AT RISER=2,626 CF , ; WALL 1 °'
W I CB# 13 HEIGHT 5 I 1 I 1 3
\W(REF 3 I =29'f 210 LF FRENCH DRAIN C5.20 ss PV 1
/ / / / I (REFg� 11
Q EEF�
a.
W CB# 112\ ( SP 7 O p O O_ -- I ---------- 1 2.
�- O 4 / FRENCH ------- -- -- /
� SID- � CH DRAIN I I I eCoNl
SP 6 S� ---FC# 3 - ��---- --- `33� _-------It
•� -- / IE: 29.00 N i 0 POWE I ' PC° I o
- - - - -------- RO K V
1.5" RBC _ J C, -. NO PA KI
S# 197 _ ... _ ... _ WALL / SIGN 3.
_ °°
CB# 10u I I 3
- ■■■■■■■■ ■ + " 1
- - + `SSO(G1
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• S.190 1 II II I I 4.
32 - S. ilTCB# 11 + I I - I:
PI:3+04.80 I / I I I 1 f I o 5.
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CB# 9
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RIM: 32.37 - ■■■ II II LA
I cry 0 I 1 6.
° 3 , I LI LI f SD - SID - N
DS$D
0 l p G TD #2 I Q o �.
LLJ 3;:N 3 7.
° I SP 8 I� SP 9 3 _._ I RIMBELTD2 I I Q_
° INLET EL: 31.50 '-
° PI � 3.8 CB# 14 co =SP 2 " 7 J 18•
0 / ■ o / Q .j 0 1 I s
+ + SP 12 / ® J = I I 9.
SIP 11
i I + I a o I 1
+
0 2 EP:5+13.46 1
1 3 [.
ILI I • M 0 G C5.30 WQ# 2 5+13 1 - I N I 1 I 11.
QINLET EL: 31.65 / 1 r `C5.10 STORM PROFILE END I N 1 I 12.
CONNECT TO BUILDING PLUMBING. TO COMBINE T 6, I_ I S 12.
FC# 2 // WITH PARKING DRAINAGE TO OIL WATER
SP 5 C SEPARATOR.
0 0 �1 12.
�3I M .� 12.
\ 32 /'30, ' - CONNECT TO BUILDING PLUMBING. I I I I co I QI = 12.
\� \ SEE MECHANICAL FOR CONTINUATION. I M N N31 a Q
O� r' 1 IE: 28.76 8" (N) �' I �I 0
I I
I
_ I F1I
D S SL o IDS 3
4 d r
�I
d 30-� a 1 c1 3
WM a
N J
3 ars.3'. PROPOSED v r 1 I S I I I SING,
,I �dd' A o' d • FC# 1 MULTIFAMILY a~
3 BUILDING
. a j � SL
1 CONNECT TO BUILDING PLUMBING. FFE=32. 1 2 i II (uG)
1 SEE MECHANICAL FOR CONTINUATION. I I/
• \ :26.56 8" (SW) e''\`
� I 3
f
• l I 50 S�MH RIM F� 30.69'
f ° 1 /18 CNC fy[ IE=27.09'01 /
18 DI 4NE IE=27.09'
SP 4 0 6 18"�,taC SW IE=27.09'
PEP' " A
HE CB# 8 2pp \ Z • I I o / / /
HKD CITY OF
RENT�x • \ / / / ,� \ / POINT 0393NTR(
3
�cx
Z /RI1GI: 32)41
TEL.
i J
a ROOF • N / v° / /� / CD
Q '
U DRAIN :. / ! e�� o� / �,/ IV) / / 1 /
c PROPOSED / O /
Y OF RENTON � / /
0' UTILITY ESMT. TO CITY CIP WALL WITH "
UND 0, R
�. 3266 GUARDRAIL •� oo // � / / �
;. NO. 7812040685 FC # 1 A ^ ran"
/' ,' SIGNAL POSE
II • SP 3A R CB# 7 � Q � / / �/�' / � s�o�o , .. /__ � Ill 11N.
1 ; SP 2 SP 3 ��J CB U1�B \fie G / a- ,SIGNAL JBOX
N. LINE VACATED SO. 7TH STREET I
I
6' �5 SL 9A / °
I ; \ 0 `�� ��W IE=2
P.S.P.L EASEMENT TD #3 SP sL
CB STD GRT EC. 0. 7802060578 CB #7B - R C /y/ / ,� \Q� P(U ,,,, / CB D GRr . .\
SD(REF)-
RIM EL=29.82' \ = i o/ w 5� ,.' a PIuG oGl / 5oa 15�ADS If"
8"CNC N IE-26.22' POW SL ���•, °�� , • ; eC / / i---1 'ADS SE- 8
8"CNC S IE=26.12' VAULT ; p'� ���o / SIGNAL/ �o
8"CONC TOP VERT IE=26.62' �--------- ---' o .. / X
�F / / / 15" DS SW=28.
BTM STRUC. IE=25.42' PN P(uc�j' P u + / �� i� s/ / (R _ IVC'5.=29
- ----' J o e 'Ohl
c iJY . / JBOX ` / �So(R
�_-- h G
P.0.6 - /�� `o� - SOFT G/ PO L j /o/ / / �D'�i1H-60" J�So(R
I _ - Ss w / / o �i / 5 RIM EL=34.30' 1'SW FPJ
PARCEL D/ V / 1q / -� a / //
e�° w w o / �// \saFS / /G ,•' d GU /�° / / LADDER ON NE
W� / 15" A> -NE IE=28.10'
SSMH RI ELW30.8 / J JIGH ��JG�� / / FOUND 2.5" ASSIE W/PUNCyi\Asa ` , CHOR�
� / ,2-4 ADS SE=28.00'
e` G [�E COR-SAC• 18>/ /A / BOTTOM STR.=23.05'
8"CNC E IE=2 3' o�� k / J� DOWN 0 c
8" SW 1 0.98' // g� I TWIN, RNG. 5E] // c, ,
/CB STD CRT F RENTON OF COMMENCEMENT / ;
RIM EL-30.7ta�o°� EWALK. TRAFFIC F C `' d �' RM oo RT /ST
SIGNALS AND STREET C
/ �I � D/( /
8"CNC SE IE-2 1 Gl LIGHT EASEMENT. ROFII�E ` �° � ,
�O�i in I �` ��� / J E .AO. 871022135 10 i r, o IM .EL=31
RIM EL=30.) // / Cf/�W��29.43'
- T(UG) "CNCT( IE-2 k�� yp �G / /G y°• o // j TES �I E
LEGEND
BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER,
SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY STORM DRAINAGE MANHOLE - TYPE 2
GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED
ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY -APPLIED EPDXY, PURE ■ CATCH BASIN - TYPE I
ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD -APPLIED, AND PART 2
ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. • STORM DRAINAGE CLEANOUT C5.20
BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF DS DOWNSPOUT CONNECTION
ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF 4
EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ACCESS RISER C5.10
ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER.
D STORM DRAINAGE PIPING 4
CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH C 4
SECTION DETAIL UNLESS NOTED OTHERWISE. RD ROOF DRAIN PIPING
REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. FD FOOTING DRAIN 3
C5.20
REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS. - • • • - • • • - • • • - • • • - -FRENCH DRAIN
ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE MIMI= TRENCH DRAIN 2
CONNECTION AT STRUCTURE IS WATERTIGHT. C5.30
ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO KEY NOTES
BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF
DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. O WQ #1 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH
CURB INLET.
ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT WQ #2 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH
THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE).O CURB INLET.
ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. O PROPOSED SEWER, GAS, AND WATER PER UTILITY PLAN,
ALL ROOF DRAINS SHALL BE 8" 0 WITH A MINIMUM SLOPE OF 1.00% AND MINIMUM COVER OF 3' 3 SHEET C6.00.
UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE.
ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE. STORM CONNECTIONS # #
INAGE NOTES:
ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TO THE FOLLOWING UNLESS
1.
2.
3.
4.
FC #1A
IE=
26.86 (8" CPEP, NE)
NOTED OTHERWISE:
VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN THE STREET OR PARKING
FC# 1
IE=
26.19 (8" CPEP, NE)
AREAS.
ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIAN AREAS.
FC# 2
IE=
26.86 (8" CPEP, NE)
SOLID - WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE NOTED
BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED.
FC# 3
IE=
26.86 (8" CPEP, N)
FOR CITY OF RENTON STANDARD NOTES
FC# 4
IE=
26.86 (8" CPEP, S)
SEE SHEET C5.40.
STORM PIPE TABLE ##
SP 1
63 LF 24" CPEP @ 0.40%
SP 2
9 LF 12" CPEP @ 1.00%
SP 3
11 LF 6" DI @ 10.00%
SP 3A
2 LF 8" CPEP @ 2.00%
SP 4
37 LF 8" CPEP @ 1.00%
SP 5
14 LF 8" CPEP @ 13.01 %
SP 6
26 LF 8" CPEP @ 3.84%
SP 7
8 LF 8" CPEP @ 2.00%
SP 8
38 LF 8" CPEP @ 4.29%
SIP
39 LF 8" DI @ 1.14%
SP 10
86 LF 8" DI @ 1.12%
SP 11
20 LF 8" CPEP @ 2.00%
SP 12
20 LF 8" DI @ 1.00%
e_o / / J / / 0 s9'1 / 0712612022
G'wl Engineers
so 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE. VERTICAL: NAVD 1988
GRAPHIC SCALE / �LJ / / / c SI owra� ea9meI T.L. HORIZONTAL NAD 1983 1991
/ �� �, \ J bW� pe^,*.leC� 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: PER SHEET 7 CITY OF
0 10 20 40 R]
Q`°�� \ JG1 0WS,.Pla�a�rs 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON
�� ��
/ �� �./ ■ - Land Surveyors DRAWN. J.N. �
/ ' ONE INCH
Know what's below. Neighbors CHECKED: DATUM
1" = 20 FEET %� AT FULL SCALE Planning/Building/Public Buildin Public Works Dept.
, T A C O M A S E A T T L E DT IF NOT ONE INCH g g
C a I I before o u d I 2215 North 301h Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL APPROVED:
IF
ACCORDINGLY
Y g • 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R
OF RENTON
MT. TO CITY
ORD. 3286
WQ# 1 IE= 28.65 (8" CPEP, SW)
WQ# 2 IE= 28.51 (8" CPEP, N)
STORM STRUCTURE TABLE
TYPE 1
CB #7A RIM= 31.57
IE= 26.91 (8" CPEP, SW)
48" TYPE 2
CB #7B RIM= 30.90
IE= 26.10 (24" CPEP, E)
IE= 26.10 (12" CPEP, NE)
54" TYPE 2 CONTROL 2
STRUCTURE C5.10
CB# 7 RIM= 31.69
IE= 28.71 (6" DI, E)
IE= 26.19 (12" CPEP, SW)
IE= 25.69 (36" CMP, NW)
54" TYPE 2
CB# 8 RIM= 33.18
IE= 25.69 (36" CMP, SE)
IE= 25.69 (36" CMP, NW)
54" TYPE 2
CB# 9 RIM= 32.29
IE= 25.69 (36" CMP, SE)
IE= 25.69 (36" CMP, N)
72 TYPE 2
CB# 10 RIM= 31.82
IE= 25.69 (36" CMP, S)
IE= 25.69 (36" CMP, E)
54 TYPE 2
CB# 11 RIM= 32.53
IE= 27.92 (8" DI, S)
IE= 25.69 (36" CMP, W)
TYPE 1
CB# 12
RIM= 31.11
IE= 28.01 (8" CPEP, E)
IE= 27.18 (6" PERF, E)
TYPE 1
RIM= 31.66
CB# 13
IE= 27.01 (8" CPEP, S)
IE= 27.01 (8" CPEP, W)
TYPE 1
RIM= 32.24
CB# 14
IE= 28.37 (8" DI, N)
IE= 28.37 (8" CPEP, S)
SOUTH TRENCH DRAIN SIDE
OUTLET
TD #1
RIM= 30.24
IE= 29.37 (8" DI, W)
TRENCH DRAIN NORTH END
TD #2
IE TRENCH DRAIN:29.80
RIM= 30.32
TRENCH DRAIN WEST END
BOTTOM OUTLET
CONNECTION
TD #3
TRENCH EL:30.78
RIM= 31.39
IE= 29.78 (6" DI, W)
TRENCH DRAIN EAST END
TD #4
IE TRENCH DRAIN:30.99
RIM= 31.51
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R-420013 I co
IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
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DEVELOPMENT ENGINEERING
JChavez 07/27/2022 '' ~
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DATE: LU
WATERSHED APARTMENTS 03/18/2022 =
CIVIL CONSTRUCTION PERMIT FIELDBOOK: U)
PAGE
DRAWING NO: LU
DRAINAGE CONTROL PLAN C5,00 Q SHEET. 13 OF. 46