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GENERAL NOTES
1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM,
NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL
1 / B' DEc g 1/ --/ I DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29).
/.. \ E �aQF' VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN
VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET.
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS,
1 OUTFALL 004 / ��- ` /' / F` / I COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY
EXTERIOR DR UNDERGROUND MATERNAL OR SURFACES. ALL
1 / Gw Zy6 I GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
OF THE
CONSTRUCTION.RIALS PRIOR TO INSTALLATION OR
OMPLEDONOF
3. SEE SHEET
ATHROUGH -iD FOR LEGEND,
ABBREVIATIONS, ANDGENERALNOTES
I S�• /
1 / ' ' Lw yy5 1 4. SEE PAVING AND GRADING DETAIL PUN SHEETS C501-5A
LAKE WASL 15.18 N \ ' j' j // / / / THROUGH CG INFO FOR PAVING DETAILS, HORIZONTAL CONTROL
AND GRADING INFORMATION.
SUMMER EL 15.18 srm 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
WINTER ., EL 13.18 / / / / e / < / I C501-6V FOR STORM SYSTEM IMPROVEMENT DETAILS.
1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID
FOR FIRE WATER AND DOMESTIC WATER SYSTEM IMPROVEMENT
AO INTERIOR / DEALS.
7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT
1104-18 FEATURES, AND SIGN IMPROVEMENT DETAIL.
30" PVC DRAIN
W/SOLID LOCKING LID \\ ,, 8. SEE MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL
12'COTTON5INFORMATION.
2 AS
N:
E: 130031845 30031834/
1102-18
30" PVC DRAIN CIA
W/SOLID LOCKING LID
1099-18
\ \ 30' PVC DRAIN '
W/SOUD LOCKING LID 12" HDPE
1105-18
24" PVC DRAIN
W/HERRINGBONE GRATE-
/ 12" HDPE
1 \ I I 12" HOPE / ? •0 c3i /// /
10— 60" \ l\\ v, \ /
_ I gale
SADDLE MH TYPE 3 60" • l�� /
�p 12" HDPE 1103-18
24" PVC DRAIN
1 / sls \ \ 1101-18 W/HERRINGBONE GRATE30" EVE DRAIN
cWPN \ W/S UD LOCKING LID
12" HDPE ' ;w/
cW 1100-18 LL 10" FIRE MAIN
/ co FW \ GATE VALVE
f 1 / Q 30" PVC DRAIN
SPRINKLER W
Ru aLoxro fW \� cwc /SOLD LID / I
EX \
\�j1I � ^ EXISTT S
in- 72" 3 /
\ I 1 11 ' G' _1095C-18 (APRON R) \ 200' SHORELINE SETBACK /
K' pvI ON \ \ \ I 24" PVC DRAIN
w/HERRINceaNE GRATE KEY PLAN
SCALE :NONE
A B C D E F G H J K L
t \ CIO
(/ Cl2
1095-18 (APRON R)
Ri nD
30" PVC DRAIN NPRON RELOCATED BUS SHELTER \ C14
° W/SOLID LOCKING LID / / / SlOi ORNN 4s \ \ /' C14 -
7 C15
Cw•
1097 72" / � / s C17
I7 SADDLE MH TYPE 3 - 72' CIB
BUILDING 4-81
C19
1 / 1085A-18 02 / ' _---- --- / ; 1 C20
30" PVC DRAIN / 1094-18 /------ !
1 W/SOLID LOCKING LID SDMH TYPE 3 - 54` - /' �� \ 55 I C21
1096-� j <� o� // \\\`n -� YW/ NN _ — — RIM: 18.35 / C23 YI
y / NT-z IS (S) = 15.30 (12` HDPE)
flllkl]20
SUMP TYPE 3 - 48" ^ / / _�� P Tn_laeT —� C24
�'30" HDPE I C25
1 12" HDPE / / SO PW/ / ` I C26
18" HDPE /r ! 3 C27
1095A-18 i N C28
24" PVC DRAIN 1084-18 / / \ HARDSTAND R5 AD R C29
1�W/HERRINGBONE GRATE / /�
c a SDMH% 3 - 60" / y, o ' C° 1 C30
36" HDPE 30" HDPE \\ \ II 3 / s sn, • •• /� \
r LL _ \ I R-4177024
L - - -\\\\ �� !� - - - -- - - •N �� ��� - - \�\ VENT PIPE— - - - - - - - - - - J IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WSP usAmc MATCH LINE - FOR CONTINUATION SEE SHEET C12E
3330I9N AYYMIe 5Wtl1 EVELOPMFM ENOmFFAmO
CALL 48 HOURS 5uM3 Ickmal 20 0 20 40 0[CIVIL PERMIT
1°haven 08/25/2021 O
fWry, WA900012Kb
BEFORE YOU DIG TEL:(z06)431-DOO
1-800424-5555 FAX: Q05) 431-2250 scale feet
SYM RENSION BY APPROVED DATE SYM REVISION BY APPROVED DATE
C APRON R - CENTRAL C180242 WSP SPT 07/09/21 , T ACC EPTABWTY JDM 07 09 21 DRAWN DATE SUBnT`E Cu PARTIAL SITE UTILITIES PLAN NT REVISION SYMBOL C180242 DATE
07/09i 71
EN P. THIS DESIGN AND/IR H K
w"""w"'PG SPECIFICATION IS APPROVED SPT 07 09 21 TRUESr E_T
UPDATED U/G UTILITY MAPPING - OHA, INC. SDP DAH 05/01/98BOE/TUG® y P°m APPROVED BY DEPT. DAIS JDM 07 09 21 APRON R - CENTRAL C 11 E C24
A VALVE NO. UPDATE - HGI PROI 98-1302 HGI/DED NGC 081OV98 t CHECKED
O �' CCA1P �+
- UPDATE APRON SEAMS - DNA, INC. MJM DAH 08/07/98 "Fm"aNA`£`OBDd by APPROVED RENTON SITE JOB N0.
C180242
B SEPA-DNR-PROP. - RUPERT #140688 DIED REI 09/17/07 \`� APPROVED CIVIL MASTER `,II RENTON, WA D No. RTN-YD-11E