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INT OF PARK AVE EN
N. & N. 6TH ST
NO. 947 EX SSMH SE /4 SECTION 08, T. 23 N, R. 5 E., W. M . FND MON IN CASE INT OF GARDEN AVE Dig. g. 8- I - I �
NO. 1676 UNDERGROUND
DERGROUND
RIM= 3345 CB
N. & N. 6TH ST or 1-800-424-5555
T
EX CB 8"PASS/NO N TO S DIP EX SSWR/M= 33.53 RIM= 32.58 TOP Of PIPE =27.0 RIM =33 49 IF 12 CONC NJ=25.3 EX SERVICE (USA)
CB
/E 8' CONC(S)=30.8 /E 24 CMP(EJ=24.9 /E 8 V_ (S)=26.2 /E 24 CMP( )=25.0 RIM 32.86 C)0 10 20 40 C)
If 24 CMP(W)=24.9 /E 8" POC (NJ=25.4 /E 24 CMP(WJ=25.0 /E 12" CONC(N)=25.8
If 18 CMP(S)=25.57 /E 12' CONC(S =25.7
Ln
OP
/E 8" CMP(NW)27.7 N
o P o - - - - SCALE 1 "=20'
CD C14
EX CB IZ LJ - �O
/E
EX CB
RIM= 32.96
/E 12" P110 (NEJ=�Y,J
8SO Z W FR W -�� W W IT R€SAANC C� " LS.# 11926 12'WATER - - - EX R S i 12" MAIN-(wm ZQNE33- - W W W W
W SD D33--- Nn5th Street 17
LEGEND
EXISTING PARKING LOT 12"WATER
^ I DRIVEWAY CURB CUT -
_41W W W - - - _ - EX CB PROPERTY LINE N 7933'06" E - 46.81'
even n DE _ - W W ) W 4 CB TYPE 2-48" - - - _ _ CS RIM= -
El 1E�24 I SD cn - - - IM= yarn W - W - �p - _ - - IEBP!/C(SE 9.57 STORM DRAINAGE PIPE LSD
rS
v - 24p SO I ATE) S ( - 4" 24' SD IE= 28.96 18-(IN) E RIM= 92.87 r W
CONTECH CDS2015-4-C o - L
I - CDS PRETRE Rv1ENT S - y�D E�jPa�C(N� � 42 S� -SDI 24" SO CB TYPE 2/CB TYPE 1/
9.4 EX CB RIM 33.60 _ _ - SD SD
9.3 Q I _ _R - 32.85 30.22 I E 3$$2 8"(I N) W IE= 25.70 18"(IN) S RIM= 34.19 _ W RISER TOP L 46 - - - - - E 8 CONC(�2� -33 D ® ❑®
24.7 / ��`= 7- - IE= 25.78 18"(IN) E _33_ IE=281$D_gIN)-Sh- - - - W RISER BTM= 27.06 T � 29.22 �Q P NO MO IN CASE AREA DRAIN/SDCO
-3$2� 1E38-928 (OU E _- - j, 1g"(`Q(jTj j� - - IF= 9R 7fi e7niIT) F D IE= 29.05 18"(OUT) W /8" COPPER PL G I
- - - - - _ _ _
GAS AS GAS - - - - SW RISER TOP= 31.21 d
S : D. SEE DETAIL GAS a - - - _
° .. GAS CONNECT TO EX GAS - ti CONC (DN-0, �� WATER LINE
GAS CB v
FND A () AND CAP T.S. CATCH BASIN 12'57W CAS GAS GAS GAS > RIM= 32.14 rl NI FH/FDC/PIV/VALVE FH 4-FDCA PIV• WVN
/ PER ELEC'L PLANS c4 S . @ a ° 0 34/10356 I 20.0j- D. - - _ lE 8POC(N=28.7 0
mu, O - - - - - - - ° p ° Dd p - D b D _ EX S I
G _° D d D D ° D .° D D d - ' D - - D °. - VALV/�(S S RIM= .42
00' .- � d p V.D d I WATER VAULT/METER
W 5 LF 8" SD @ 1.0% . / c I zz;;=RR IL- - - - - - -34 _ _ _ _ _ _ _ S89°0057 E 259.57 - �D -. - D \ /E 10 C(N=28.82
L a ° EW8 SD E 7.88 / \ - .
E o(PRIVATE) `�o � J \ -----------------------34-------� PLUG s
° 0 0 0 �.Y ' - L J •� L - - - - - - - -
- \ " S 27. SAND/OIL SEPARATOR \ / / \ I D I I
o I ST AFOAM D ° RIM- 34.47 \ / \ SO #415 CB TYPE 1 /
SD A4 TYPE 1P L NE RISER TOP= X56 SO 14a CB T 2-48" \ RIM= 33.53 /
o LLI (PRIVATE) ® I I - - PI E RANC / O RIM= 33,.51 \ IE= 30.78 8"(OUT) W ��i
2 CB E 2-48" T AN NE RISER BTM= 25.69 NE RISER IE= 29.69 \ \ \ IE= -5.96 8"(IN) E \ \ ° I
RIM 33.03 O SW RISER TOP= 30.57 / o
O I p -RI 33.49 SEEA� / \ /I6 29.21 18"(IN) S
30.27 IE3$$78 (IN)S o IE= 26.52 8'(IN) E 9l SW RISER IE= 29.62 \ \
\ 41 { SW RISER BTM= 25.71 y� IE= 29.21 18"(OUT) W \ \ / / I °° N
I Z � 30.27 IE3e$�8 (OUT)E o �. IE= 25.07 12"(our) N \ , V I BTM STRCT= 24.45 � � I I � � I MATCHLINE -SEE BELOW LEFT
r l I E _ 6 LF 8" I SD #9a CB TYPE 1 ��A ( 1
(CA ZONING) SD @ 1.Ob - 32.96 / 9 I STORM FILTER VAULT I I I P ° 4 ° D ° i
PARCEL #7224000676 J PRIVATE O a = 2s. "uuT) SE 0 I 8'X22' CONCRETE VAULT
o ( I FILTERRA --
�" SD A3 CB TYPE 1P N � � � 28 Fh _ / I W/ 41 CARTRIDGES o I I I
Q I P ROXIMA E � cn a - - - - (PRIVA RIM= 34.07 & 34.09 I I
I
P ERTY LI E w (PRIVATE) SD @ 1,0%o UTILITY NG \ RIM 33.69 0 IE= 28.82 8'(IN) E I AS 1/AULT ,' I SO Co
TO B SURVEYED, RIM33��33.80 (PRIVATE) BOT 8" 2 736 30.16 IE�G8"(IN)W i IE= 28.64 8'(our) w O
i . D' I
IE 30.48 8"(IN)SW ® SD 27.93 IE�&8"(OUT)NE >� TALL I I p °I. I ' ° p Ds
i I IE 30.48 8"(IN)E SD A2 B TYPE 1P SEE DETAIL SO #3 CB TYPE 2-54" I R/SER I. i Q: ° IE= 31.9[BUILDING
EXI TI
I I IE 30.48 8"(OUT)N (PRIVA ) / SO #9 CB TYPE 2-60 8 I RIM= 34.20 I I I \� I I IL�O IE= 28.09
- - RIM 3,'41 �0 R 33.37 c41 I IE= 29.09 8"(IN) W
I I I I - I IBLE EV READY
I I I w S89°02'47"E 106.47' O -� IE 30.7 8"( 11T)W OIE= 29. 8"(IN) NW IE= 29.04 8-(IN) NE o
g IE= 29.28 8 T) E I IE= 29.10 8"(our) Nw O O I D i C NG STATION PER
I I O RISER TOP= 31.25 ��9 I LANS
I I / E BTM= 25.05 I �
IE= 28. "(IN) S - - D.
I / 35 IE= 28.60 18 Ur) N I - I I I o
ISER TOP= 31.25 I O I D Iloo
N RI BTM= 25.05 \\ O I I I
I I I I tiI\o I / BTM STR 25.05 I o
a
J m 0 m oC �� SO # TYP / I I I I
EX ^ �QQ� n RIM= 34.0 I I D D I I
RIM= 3 77 I I M� O IE= 29.57
I9lE2P "7I °CA
CID
7 IE= 29. (our) N
/E 12P E=29.2 I
D I L (PRIVATE)rr
o EXISTING BUS o I
1 I RIM 33.61 I 5 .I
I I I D I I
PARKING LOT
IE 31.30 8"(OUT)NE / 0� I �
SD #10a 1 � D� � O I I
SEE DETAIL (TYP) ® RIM= 34.00 r' - - - - I I D I l
��--
no I 29.80 8" 7 - RIDGE I d I
I co ---------
I \I
(CA ZONING) N EXISTING STAFF
P i P "' PARCEL #7224000675I o AND FLEET VEHICLE
T / El o PARKING LOT I / EX CONCRETE VACUUM \ I I I P I I
I I I STATION PLINTH ° I I I I II
I OI al � ° (IL ZONING)
I W PROPOSED PARCEL #7564600105 IE= 33.62 \ I I I
I I I PARKING LOT j X r� \ M I I
I WI EXPANSION K I LJ
D J SD r EX
SD #5 CB E 2-48" IE= 34 57 I I I � 12" SD I
R1 I ( N 0o I RIM= 35.12 o I I I RlAi= 287 L /E 10"
Rlk-
IE- 31 75 6" IN I
O I I /E 18'
lE 12 CPEP =30.32 /E 12'
I • IE= 30.47 18 (IN
18-(OUT) N O O I I
L L L L L L L L \ I I I I I
EV INFRASTRUCTURE TO BE I I I
I S89°0247"E 106.20 - - PROVIDED. FOR FUTURE EVE € I I I I p I
W CHARGW/G STATIONS PEA I ONING) I I I
ELEC'L1PLANS (TYP UON) o #7564600105 o�
/ II D
FOR TYPICAL TRENCH AND BACKFILL
SO
I o RIM- 33.82 I /0 9C FOR STORM PIPING,
I r D.. IE= 31.64 12"(our) s D SEE DETAIL 7/C410.
\ v
J L E �'B' I • D
MC84>1 - 7 I I ° I I FOR CITY OF RENTON SURFACE WATER
lR/E \ I I w
lE \ .I I , 12P!/ 'N =28.5 n I EX CONCRETE VACUUMM STANDARD PLAN NOTES, SEE SHEET C001
lE 12Pk S =29..5
If 12 P!/ E =28.8 z
STATION PLINTH
\ EV READY CHARGING � . - - I O
STATIONS PER - - - - - - - - - ---- ---36------------- - I LANDSCAPE AREAS SHALL HAVE SOILS
co
EX LIGHT POLE x \ ELEC'L PLANS AMENDED SEE DETAIL 7 C411.
z \ EX LIGH PO1
OG' o I \ I /
(IL ZONING) '- I �� yi d TYPE 2-48" '� I o I I
I PARCEL #7564600105 PROTECT I RIM= 35.83 I O
�. � 0 IE= 30.56 12-(IN) sw � I I I D. � : SEE SHEET C420 FOR STORM
EXISTING VISITOR EX IV I\ I 30.56 12"(our) NW I \ I M i DRAINAGE PROFILES
PARKING LOT O I \\ O I I I I o
o OPROTE
EX FDC -� I \ I </ I I I D
/ •L'LL EXISTING SECURITY GATE ^I SAND/OIL S RATOR ° IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NO PUBLIC ACCESS
� I ( _ ° ° L � RIM= 36.82 & .87 W CONSTRUCTION RECORD DRAWING
'L OND THIS POINT) ° L ° ISER 6" TOP= 2 . W EV CHARGING
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE
- - - _ I SER 6" IE= 28.47 STATION POWER POC PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN
P T P ri h' 1 ER 6" BTM= 24.45E // PER ELEC'L PLANS EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT.
^
I 6" TOP= 29.34E v FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY
o I - o ° .. BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO
Z FF
RIM= 34.95 /� 2" WAT MET E 6" IE= 28.47E JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025.
RI R " BTM= 24.45 JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY
I ° r W W IE= 31.02 12IN NW '� T ) O W E - .45 WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH
O DC�CVA VA U T I 3 INFORMATION PROVIDED BY OTHERS.
IE= 30.97 12"(OUT) NE 9A SS CO
m A• JA S DGE - - - - o - o -
�� o F �asgrC'Q 4 IVRECORD DRAWINGS SE 11/3/25 SURVEYED: sckL* vERncAL: NAVD lsea DAM
HORIZONTAL: NAD 1983/1991
RSD TRANSPORTATION EXPANSION 11/03/25
I
c DESIGNESSE/REG CITY OF IELDBOOK:
PAGE:
DRAWN:ONE INCH
DJD/AJJ . RENTON DRAWING N0:
MATCHLINE - SEE ABOVE RIGHT '��c STEg�°ti� CHECKED: AT FULL SCALE DATUM Planning/Building/Public Works Dept. STORM DRAINAGE AND UTILITY PLAN JAJ IF NOT ONE INCH C401
sSjONAL v�� APPROVED: SCALE ACCORD NGLY SHEET: OF:
N0. REVISION BY DATETAPPR 9 OF 3C
O
C)
i
N
WE
R-434309