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�URB LINE MET RCD
SL ° - BOX II II
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cY) CB S D M SD A WH ITWORTH AVE S
N 6o vIEN T TOP- 32. 35 TOP= 32. 71 SD SD SD _ D•
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;URB INV 29.97 INV=28.76 12" I SD SD sD
� p � = 28.1 Per Plan
Lu INV=29.4 (6 S) o .
12" WATER MAIN AND
~ 2 45 Degree V rtica en s install INV= 2 9.8 (6 SRVCS PER SHEETS N 1 '19' 51 "E
g 12.5-.15--C . SSANITARY SERVER MAIN ON CENTERLINE
per COR spec. Bends installed in order I- - i- PAVEMENT ST IPING - SS
to enter vault flat per COR spec. Install I I I -
z PER RFI 57 4 0 NEXT I SIDE SEWER PER STREET I 01 W �
�Ps MH. Q I SHEET C5.0 IMPROVEMENTS O 1 � 0
`SF�I S U� 28. I PER SHEET C6.0 I O
75;Z0 I Q n G G
75
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O -d I G G� G G G _G A 12+75.95 22.50' RT
z ° W/F RNC TRONG Q I U/ - - - -
TE L DUCT BA K FITTING D R I E
O ---- ME R
0 HH� I ° V DU T TEL DUCT °
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z TV DUCT - -- -- - ---ELEC. CO sC---- R1 \/ R Fi MEC ��' \- ---------------
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rr SL C 0 N R SIDEWALK i--�----------- �P��------- - ELE
CB TYPE 1 W/SOLID COVER E CONNECTION/
PER COR STD PLAN 204.10 '
EANOUT X
RIM 33.1 t IE 1.
CONNECT T 2" \
/ IE 28.55t (12" W,E) �� DOMES TER M�ER Relocated r Kati eter
/ IE 30.65 ( S) PV W/REQ. FI INGS w SEWER CLEANOU P I STORMFILTER CB Installati Pier I TELEPHONE \/
f i- COR STD PLAN 4 1 RIM 32.60 I i
SEE ET 6 .1 CONNECT 0 PIV 5 IE 29.85
�� 0 PRO f�U� IE 31. ASSEMBLY W/REQ N CT TO BLDG i C7.1 i x
CONNECT TO E?� 12„ SD FITTINGS. EE NO] 9 WAS W/REQ. FITTINGS.
W/FERNCG STRONG 777\
cn IE 2.
All Storm, Water, & Sewer BkK FITTIN WILKIIIIIS 350XL DCVA LO 26.1
I
Installation was per Ian unless COR STD PLAN 340. ` ; x
p p
indicated otherwise with RED s� / I a I
LINES. 4 D J SPRKL SRVC 0
-
Q AREA DRAI New Area � � � �;
RIM . I Drain 1A I �-
a
z
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LL
IE 29.6 ® I 1 PROP. ELECRVC.
278 LF TO NEXT• I RIM = ■54BEND i REF ELEC �
DOWNSTREAM SDMH. 2" W c�i H O U S E N o. 215 4 I I E= 1 ■�b 1 � I Q
P AS134 °-
SDMH IE 27.21 / � II
Q/ / MAIN FLOOR ELEV. = 35.9 1 PROP. TELECOM I SRV .
lVE F / " I REF ELECLLJ
�XENC� \ _ PATIO
A DRAIN I SD LF 1 L� I C)'
\X� 3" DIA. STORM / 6.1 I I I LLJ k-
PUMP DISCHARGE �� , I xU Cn
LINE Q / N
O U / 29.1 1 O LWw
LLJ
\� CONNECT TO BLDG w > Z
8" PUMP STATI WATER W/REQ. FITTINGS 1 Q i ix0
V RFLOU11V6QNNECTION `
V " SD @ 2% 1 LLJ I i w
72 TF 6
CONNE TO BLDG U_
1 (�
SPKLR W/REQ. FITTINGS i- z i I
57 LF 6" SD @ 2% / I I- w 1 i x
Q AREA DRAT
w -I 1 RIM 32.20
LLJ
J 225 BEND •- I ' IE 29.70
PROP. UILDING ,
45• BEND PUMP CONTROLLER, ALARM, MANUAL I I -
//Q TRANSFER SWITCH, AND PRIMARY FF 3.35 1
/`�� "\� ELEC. FEED. COORD. WITH ARCH - i I RE
�./ M W/DUPLEX STORM AND ATTACH TO BUILDING @ 5' 1 UMPS SEE NOTE 11 ABOVE GRADE. BACKUP POWER TO H A R /
0 RIM 33.20�
BE PROVIDED BY ON SITE 1 i 316
0 IE 3 .00 VERFLOW E) PORTABLE GAS GENERATOR 1 P
26.45
_ IE 28.4E) = ' LINE OF BUILDING 1
OVERHANG ABOVE 1 ,I
7.1 Q - CONNECT TO BLDG ROOF DR SEE SHEET L1.01 FOR (TYP) ;
v DRAIN 1 W/REQ. FITTINGS (TYP OF 3 GREEN ROOF AREA.
\ Q � SEE DETAIL 5 SHEET L202 I RIIE 29.70 00
o I
O co
� = 1
30 LF 8" SD @ 2% I
1 i AREA DRAIN
RIM 32.20
- 105 LF 8" SD 0 2% IE 29.70
,
�
IIE 29.15
Z T
0
0
T
10 0 10 U
SCALE: 1 " = 10'
DATUM
NAVD 88
LEGEND Lr)
2 CV
0 CLEANOUT
C7.0 O
O
0 PATIO DRAIN 3 I
CTO (C)
T
0 AREA DRAIN 4 Q
CB TYPE-1 PER COR STD J
PLAN 200.00. W/RECTANGULAR
FRAME PER COR STD PLAN 204.00
60 SDMH
DOWNSPOUT CONNECTION 6
c7.o
_,--,--,-_ 6" STORM DRAIN
(GASKETED PVC SDR 35) U.N.O.
co
8" STORM DRAIN O
(GASKETED PVC SDR 35) U.N.O. O
6" SANITARY SERVICE LINE ~
T
. - WATER SERVICE LINE
WATER MAIN/SPKLR SERVICE
- - - ELECTRICAL CONDUITS
- - - TEL/DATA CONDUITS
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. SEE DETAIL 1 SHEET CTO FOR TYPICAL TRENCH DETAIL.
3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO ORDERING OF
MATERIAL AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO
STARTING PIPE LAYING OPERATIONS.
4. COORDINATE BLDG. SYSTEM CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECH/FIRE CONTRACTOR.
PROVIDE ALL REQ. FITTINGS FOR CONNECTION.
5. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS
ADVANCE NOTICE OF ALL INTERRUPTIONS.
6. STORM DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 25% U.N.O.
7. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH EXCAVATION TO PROTECT
EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT.
8. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS
REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION.
9. COORDINATE WITH ELECTRICAL/FIRE FOR PROVISION OF PIV TAMPER SWITCH, WIRING AND CONNECTIONS
TO ALERTING SYSTEM.
10. APPLICANT SHALL OBTAIN ALL SPU AND CITY OF SEATTLE PERMITS PRIOR TO CONSTRUCTION PERMIT
ISSUANCE FOR STORM DRAIN CONNECTION IN SPU RIGHT OF WAY.
11. PRIMARY PUMP POWER SHALL BE PROVIDED VIA BUILDING SERVICE. BACKUP POWER SHALL BE
PROVIDED BY PORTABLE GAS GENERATOR
S-395501 W-395501 R-395504 WLu
IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
m
DEVELOPMENT ENGINEERING ` WASTEWATER UTILITY z
Fitz -James 11 /09/2017 dchristen 11 /09/2017
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T17--- - x--__ x _ GACALL48HOURS
�-' BEFORE YOU DIG! SURFACE WATER UTILITY + 2
o G S RR 1I 811 rstraka 1 1 /09/2017 0
of E
DATE.
o �� : _. ��, SURVEYED: SCALE: VERTICAL. NAVD 1988 3/1 CITY O F R E N TO N COMMONS L LC 1 1 /03/2017 z
e e Q � ` � � 1 " = 10' HORIZONTAL- NAD 1983/1991
DESIGNED: �, 0
- '' TrG - 215 WHITWORTH AVE S, RENTON, WA 98057 FIELDBOOK:
design P LLC : 7 DRAWN: RENT 0 N PAGE:
307 4 TTG ONE INCH%MVV DRAWING NO:
A CIVIL ENGINEERING COMPANY � � DATUM z
219FirstAvenueS.,Suite401 '�(� �'GISTER�' CHECKED:ATAT FULL SCALE Planning/Building/Public Works Dept. SITE DRAINAGE C3. 0 Uj
Seattle WA 98104 vsl pj�� IF NOT ONE INCH
ONAL N 0. REVISION BY DATE APPR R APPROVED: SCALE ACCORDINGLY SHEET: OF:
2064024644 _ AND UTILITY PLAN 4 26 10�
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RIM 32.20
IE 29.70
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