HomeMy WebLinkAboutR-434309i
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EX CS
EX CB
RIM= 32.86 \
/E 12" PVC (NEJ=�9.3 n/
FND MON IN CASE
INT OF PARK AVE N
N. & N. 6TH ST
NO. 947
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SE 1/ 4 SECTION 08 T. 23 N. R. 5 E. W.M. FND MON IN CASE
EX SSW/ INT OF GARDEN AVE
RIM= 3345 EX CB N. & N. STH ST
EX CB 8 " PASSING N TO S DIP EX SSW/ R/M= 33.53 N0. 1676
R/M= 32.58 TOP OF P1PE =27.0 RlM =33.49 /E 12'CONC(N)=25.3 EX CB
lE 8" CONC(S)=30.8 /E 24'CMP(E)-24.9 IF 8 ST (5)=26.2 /E 24"CMP(,J=25.0 R11W 3286
1E 24'CMP(91)=24.9 /E 8' PVC (N)=25.4 /E 24'CMP(WJ=25.0 /E 12' CONC(N)=258
- - - - - - - lE 18't1WP(5)=25.57 /E 12" CONC(S)=257
Ef
- - - lE 8'" CUP(NWJ=27.7
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8" SO Z W W W W FRID R€BAP-ANIZ CAP LS.# 11926 /,WATER SD 12" MAIN 32Q 711N 0 0.1' SOUTH & 0.5' WEST PRO�6k- - _ - - W D W W W - W W W l
33- - - - - - - - - �IQrthi 5th Street
12"WATER
I EXISTING PARKING LOT - - - -33- - - - ee'!' =29.17
DRIVEWAY CURB CUT -
_ _ _ CB RIM= 3 4
- - E _ W - W - W (GATED) W 4 CB TYPE 2-48" W S89°00'57"E 446.08' .16 W �p - _ W lE (SE 9.57
- 'I POLE (PRI ATE) - - IM= �a m - - - - 2
-54" 24' SD IE= 28.96 18"(IN) E = 3287 r
ER ELEC'L PLANS NTECH CDS2015-4-C _ S - - o -
COS PRETREATMENT = y�D E-74 N 2�92 S� �� " SD
EX CB RIM 33.60_ SD SD
IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP=3L46 - - - - -TAIr
8'CW(EL-2�60- - _33 _ _ D
ONtti= IE 30.02 8"(IN)W IE= 25.78 18"(IN) E IE= 28-0_g' IN) -SE- - - - - W RISER BTM= 27.06 8'CONC(SJ=29.22 Q`�Q
- 33- - - 1 V END MON IN CASE
- - - - - - 1E30.02 8"(OU E i _- -_ -_ �5.7r18 �OCI1) 1� - 76 6"(OUT) E D - IE= 29.05 18"(OUT) W 3/8" COPPER PLUG
AS S - SEE DETAIL GAS G ° GAS CONNE Cl) - - SW RISER TOP= 31.21 ' IN CONC (DN-0.7)
a _EEEER
C4 S @ O/0 FND REBAR AND CAP T.S. CATCH BASIN GAS 12'57W GAS GAS GAS GAS - - _ _ GAS RlMCB32.14 r I
p ° #9834/10356 ° IE 26.61 D _ /E BPVC(N)=287 v
_ EX S
- - 1 L �• - � - - - (, � IVAT ° - - � D ° D D . D n p A�VALV S S R/M= 42
L 5 LF 8" SD @ 1.0% 34 - - - �--�-D - - D lE 10 CN=28.82 / o _ _ - - _ - - - - - - - S89°00'57 E 259.57
- - - - - - - - - - - I
IL
(PRIVATE) �- -34PLUG NEW8'ISDIE27.02 \ - `J -/ \ -� - - - - - - -TOP 8" SS, 26.46 SAND/OIL S€PARATOR/\ 7r=-
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o r RIM= 34.47 \ / SD 4b CB TYPE
L _ =\I STALL ETHAFOAM D ° I NE RISER TOP= 39,56 \ # RIM= 33.53 /
SD A4 CB TYPE I � SD #4a CB T Pi'2-48" \
D.' ® I - - PIPE CLEARANC I NE RISER IE= 29.69\ \ I
(PRIVATE) RIM= 33,51 IE= 30.78 8"(OUT) W� o
#2 CB TY E 2-48" THAN 1 / O 1 NE RISER BTM= 25.69 \ \ IE= �.96 8"(IN) E \ \ 0 I
RIM 33.03 o n -RIM= 33.49 SEE < O / SW RISER TOP= 30.57 / o
�°, I SW RISER IE= 29.62 \ ,-6 29.21 18"(IN) S
\ Al{ SW RISER BTM= 25.71 y� IE= 29.21 18"(OUT) W \ \ / / I / D 0
IE 30.07 8°(IN)S IE= 26.52 8"(IN) E O \ \
®.._.._._ IE 30.07 8"(OUT)E 6.07 12"(IN) S \ I
° ° I I e ► D D �u I IE= 25. OU T) N
BTM STRCT= 24.45 I I
A\ I (CA ZONING) _ 0 6 LF 8 sD #90 c6 rYPE/ A9� I I I
PARCEL #7224000676 00 " f- SD @ 1.0 �iz� - 32.96 Ku
0 STORM FILTER VAULT
> I @ (PRIVATEi O aS= 29. "UUT) SE 8'x22' CONCRETE VAULT I
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o / S FILTERRA I W/ 41 CARTRIDGES o I I
SD A3 CB TYPE 1P N o "' 28 LF 8" (PRIVA I RIM= 34.07 & 34.09 I
Q I P ROXIMA E �' cn a - - - - -
PR ERTY LI E (PRIVATE) SD @ 1.0% UTILITY -(NG RIM 33.69 >-� 0 IE= 28.82 8"(IN) E I AS VAu1T
I TO B SURVEY D , RIM 33.90 (PRIVATE) TOP 8" SS 2 5 IE 29.96 8"(IN)W i IE= 28.64 8"(our) W I I
IE 30.48 8 (IN)SW BOT CB 27.73 I IE 27.38 8" OUT NE O lc�' TALL I p
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IE 30.48 8"(IN)E SD A2 B TYPE 1P SEE DETAIL ° SO #3 CB TYPE 2-54" I
° IE 30.48 8"(OUT)N (PRIVA) SD #9 CB TYPE 2 $ 1 RIM= 34.20
I -- - I OOR- C4I IE= 29.09 8"(N) WRIM 33:41 .37
= 33"(IN) NE 106.47' IE 30 75 8"( W 298"(IN) NW IE= 29.04 8 O O I
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lE 12P
E 4977
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PARCEL #7564600105
V= 34.11
12' '
N =29..5
1E
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(W430.
12PV
S =28.5
EXISTING VI ITOR
12PV
E =29..9
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PARKING LOT
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I ° IE= 31.02 12"(iRROTECT
IE= 30.97 12"(OUT) EX FDC
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1
MATCHLINE - SEE ABOVE RIGHT
Call before you
Dgg.8-1-1
or1-800-424-5555
UNDERGROUND T
SERVICE (USA) T
0 10 20 40 1 O
N
SCALE 1 "=20' U
LEGEND
PROPERTY LINE
N 79°33'06" E - 46.81'
STORM DRAINAGE PIPE
LSD
CB TYPE 2/CB TYPE 1/
O ❑®
AREA DRAIN/SDCO
WATER LINE
�W �
FH/FDC/PIV/VALVE
FH 6-FDCAt PIV• WVN
WATER VAULT/METER
�
61
MATCHLINE - SEE BELOW LEFT
...........
,FEI' 09
�•'�.EV READY
�I NG STATION
LANS
NOTE:
FOR CATCH BASINS TO BE ADJUSTED (RAISED)
TO FINISH GRADE WHERE INDICATED ON PLANS,
SHIMS ARE NOT ALLOWED PER CITY OF RENTON;
CONTRACTOR SHALL USE CONCRETE COLLARS
NOTE:
DETENTION NOT REQUIRED BECAUSE
STORMWATER IS COLLECTED ON -SITE THEN
CONNECTED TO EXISTING PIPED CONVEYANCE
SYSTEM IN N STH ST. STORMWATER IS THEN
CONVEYED WEST ALONG N STH ST TO BURNETT
AVE N, THEN NORTH TO N 6TH ST, THEN WEST
ALONG N 6TH ST UNTIL STORMWATER OUTFALLS
INTO THE CEDAR RIVER, WHICH FLOWS NORTH
AND DRAINS INTO LAKE WASHINGTON.
NOTE:
SEE ELECTRICAL PLANS FOR ELECTRIC VEHICLE
(EV) PARKING SPACES AND CHARGING
CHARGINU�STATIONS PEA \ I I I STATIONS VAULTS, CONDUITS,
\\ I I I INFRASTRUCTURE, AND POWER REQUIREMENTS,
o ELEC'L\PLANS (TYP UON) \� (L #75 46 o I INCLUDING POWER POINT OF CONNECTION.
PARCEL#7564600105 I I
D
I � \ I D FOR TYPICAL TRENCH AND BACKFILL
FOR STORM PIPING, SEE DETAIL 7/C410.
D
'T W ° i I FOR CITY OF RENTON SURFACE WATER
STANDARD PLAN NOTES, SEE SHEET C001
/EV-
READY CHARGING - - O
- - - - - - - - - - -
STATIONS PER - - - - - - - - - - - -3s- - - D LANDSCAPE AREAS SHALL HAVE SOILS
EX LIGH POI OG _ ELEC'L PLANS i I I AMENDED, SEE DETAIL 7/C411.
�DCB ��-48" ri I O �
o I I I D
RIM= 35.83 O I D ° SEE SHEET C420 FOR STORM
\ O IE= 30.56 12"(IN) SW
- 30.56 12"(OUT) NW I M I DRAINAGE PROFILES
� I
L L \EXISTING SECURITY GATE SAND/OIL
I d IN COMPLIANCE WITH CITY OF RENTON STANDARDS
D L L L L / \\ - S RATOR
` NO PUBLIC ACCESS
( L RIM= 36.82 & .87 W I
/ YOND THIS POINT) L °RISER 6" TOP 2 . 7 W EV CHARGING
6" IE= 28.47 STATION POWER POC I I I - Surface Water Enginering
E \Ri ER 6" BTM= 29.34.34 E E
IF I R 6" 70P= 2O PER ELEC'L PLANS ( ° farah 06/12/2025
�\
PR GTE - 0% 2° WA T MET 1 E 6" IE= 28.47 E I o
III,
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DC I I -- 24.45 \ I.
n E I I I I i DEVELOPMENT ENGINEERING
SS CO 0 �
'AN'. JqAGE _ - - - - I I ° I HBray 06/13/2025
BID SET SE /10/2 RSD TRANSPORTATION EXPANSION 05 21 25
O Hj O SURVEYED: SCALE: DATE:
1 PERMIT COMMENTS SE /14/2 VERTICAL: NAw ,sea
HORIZONTAL: NAD 1983/1991 ' CITY OF / / DESIGNED: +
W 2 ADDENDUM 1 AJ /17/2 SSE/REG
DRAWN: RENTON
�� 3 ADDENDUM 2 AJ 5/1/25 DJD/AJJ �4G S vv-,V- 4 PERMIT COMMENTS SE /21/2 CHECKEDJAJ AT FULL SONE INCH CALE DATUM Planning/Building/Public Works Dept. STORM DRAINAGE AND UTILITY PLAN
IF NOT ONE INCH
sSIUNAL v�� APPROVED: SCALE ACCORD NGLY
N0. REVISION BY DATE APPR
g IE= 29.28 8 T) E i IE= 29.10 8"(OUT) NW O I D I
RISER TOP= 31.25 I I
/ O E R BTM= 25.05 9. I
/ O IE= 28. "(IN) S 0 c -35
I
IE= 28.60 18 UT) N I I D v
/ ISER TOP= 31.25 1 O I I
RI BTM= 25.05
/ BTM STR 25.05SO
I j
R M# 34.0 TYP
IE= 29.57 / �� � � � � CIAIE= 9.1� ° N) S 9ns I I c+�
IE= 29. (OUT) N EXISTING BUS I o I
j I a d PARKING LOT \ I I I D I I
SO #10a Oil/ / 9f LU o
RIM= 34.00 O
x
I 29.808" o�q ��-- -- --- --- RIDGE I d I
EXISTING STAFF
= N AND FLEET VEHICLE
j E l o O PARKING LOT
O o I
4RCEL#7564600105
(IL ZONING) \ I
IE= 33.62�. \ D I
OSO #5 CB E 2-48" IE= 34.57 I I 12SIDD Ifl
RIM= 35.12 o I I EX CBIE= 31.75 L 18
D I E 30.47 �8'I(IN) S I I I ; If CPEP =30.32 I /E 19'
/E 12'
IE= 01 18"(OUT) N O I I I I
EV INFRASTRUCTURE TO BE O I I i ° I I
PROVIDED FOR FUTURE EV / I p I
FIELDBOOK:
PAGE:
DRAWING NO:
C401
SHEET: OF:
9 OF 3C
'i1
R-434309