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SCALE IN FEET
2 FOOT CONTOUR /NTERI/AL
NOTE.•
1.) ALL CURB IN STREETS TO BE CITY OF PT
TYPE T -13 AS SHOWN. ALL INTERNAL CURBS TO
BE WSDOT /APWA TYPE F -1 BARRIER CURB.
2.) ALL PARKING STALLS REOU /RE WHEEL STOPS
PER WSDOT /APWA TYPE F -1 BUMPER CURB.
3.) ALL M /N /MAL DEPTH P /PE WILL BE DUCT /LE
IRON OR CONCRETE ENCASEMENT.
4.) ALL CB'S TO BE WSDOT /APWA TYPE 1 -P.
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1 1- 2 -- I l 2' TO 3' N TURAL 6" CONCRETE 1 D' OF 6" PVC EMBEDDED IN CONCRETE,
i EC LOCk" RET N/NG
ALL TO MINIMIZE H/L lDE
LOADING RAMP T /ED INTO DOWNSPOUT CONNECTION L/NE
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SLOUGHING ONTO NE AC r
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CGrRB A OUND
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CB rj`7PLANTSARFJI'
P RIM = 8.94'
FL =7.85'
A 26'
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TYP.L,
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6 " PVC ® 1 MIN.
CONNECT TO D WNS
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6 "0 PV , 1. MIN. SLOPE
CARTS CONNEC TO DOWNSPOUTS INFILTRATION "GALLS
f_ _- \\ ,
3 CHAMBERS JUNCTION B
41.0'
SfE DETAIL SOLID LlD
I i ' 6
CONNEC ®TO DOWNSPOUTScaPA /NTED LINE
TOP EL. = 9I00'
OFFSET DRIVEWAY 7' a; ', 23.2' INFLOW EL. _
TO MISS EX. HYDRAN
2' MlN. TYP. 5.05'
v
ONE WAY ":', ,
DO NOT ` iR w •`•,
fir
ENTER f (.e, C.
o 2. 189 MAX. . ._ -- -- MAX. `''
I - ° ? "' PARKOING
HANDCAR. % ' • /` 'l' '`\> I
CB ff2 RIAfi-= 8:39` _._ _ -___ _ 24'____. - -- _._._ _ - -- - - -- 0
R/M = 8.63' s 60' OF 8 "0 PVC PIPE `FL -731 ' - - AiiO /GpFL 7.05' , EMBEDDED IN CONCRETE/ \ -'-- . F '`9 - O,L50' OF 8''m PVC P /PE , R20 TYP. ALL
EMBEDDED IN CONCRETE ti ®0.4% j ' 8 .- EX. CB
0. ,,. ,/ TOP EL. • 1 ON KEARNEY ST
7-- "'
TYPE T -13
TOP SIGN / / . /
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ORI WAY
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EX. SIDEWALK :• - -
a .J + _
X43' OF 8 " PVC PIPE EMBEDDED IN CB 6 8'
o
STOP SIGN
CONCRETE ®0.6% RlM = 8.63' 32' 40' ----- 36'
FL = 7.54' PAV BUS STOP MATCH EXISTING
MATCH EX. EDGE OF AC I RAMP DOWN o 2T OF 8 "0 PVC PIPE
SIDEWALK EMBEDDED IN CONCRETE ®2% CURB RAMP PER PT STANDARD
EX. CB 6" DRIVEWAY PER PT STANDARD
F DRIVEWAY PARALLEL 8' A,C,
FL = 6.66'
WITH PAINTED WALKWAY — — — — — ,
q TrN r rr rRg LIQfE — — — —
EX HYDR.4N
RIOR TO INSTALLATION. K C
1 Rf' Y Y S l R ! I 12'PRESSURE LINE
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FSS/ONAL
ENG\
EXPIRES 12/30/2002
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MIN. 4 OZ. NON -WOVEN
FILTER FABRIC (NOT TO
COVER CHAMBERS).
CRUSHED STONE
314" - 1 112"
SUITABLE BASE
MIN. 959' MODIFIED
PROCTOR DENSITY
WOVEN GEOTEXTILE
AMOCO 2006 OR EQUIV.) COMPACTED, WELL - GRADED COVER CONTAINING
AN EVEN DISTRIBUTION OF APPROXIMATELY
109' FINES. (959 MIN. MODIFIED PROCTOR DENSITY)
POWERARCH
BRIDGE
PAVEMENT
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NOTES:
1. AN INFILTRATOR SYSTEMS, INC.
OR EQUIVALENT INFILTRATION
GALLERY.
2. EACH MAXIMIZER CHAMBER'S
LENGTH = 725'
INFIL TRA TION GALLERY SECTION
RESEED, REPLACE EXISTING SOD,
OR RE- LANDSCAPE AS NECESSARY
TRACER TAPE WITH ---`
WIRE TRACER
COMPACT SELECT SITE BACKFILL -
SEE NOTE BELOW)
INSULATED CONTINUOUS 10 GAUGE
TONING WIRE. FOR SPLICES, USE
KING TECHNOLOGY, INC. MODEL
KING -6 TWIST -ON WATERPROOF _
WIRE CONNECTORS OR EQUIVALENT
FOR TWO TO THREE 10 GAUGE
WIRES). BRING TONING WIRE UP
INTO VALVE BOXES AND SERVICE
CONNECTIONS.
PIPE BEDDING PER WSDOT/APWA
9 -03.16 FOR FLEX AND 9 -03.15
FOR RIGID PIPE.
REPLACE WITH EXISTING SURFACE
COVER OR REPAIR W/ CDF BACKFILL
N
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R
18" OR 20" MIN.
NO SCALE
3" ASPHALTIC CONC.
PAVEMENT CLASS 'B"
WSDOT STANDARDS.
6" CRUSHED SURFACING
TOP COURSE COMPACTED
TO 959 OF MODIFIED
PROCTOR DENSITY.
6" MIN. GRAVEL BASE MEETING
WSDOT STANDARDS. COMPACT
TO 95Z OF MODIFIED
PROCTOR DENSITYY,
N -12 HOPE PIPE OR EQUIV.
6" OR 8" DIA.
NOTE
BACKFILL TO BE COMPACTED TO 959
MODIFIED PROCTOR DENSITY IN 12"
LIFTS IN ALL AREAS REQUIRING PAVING.
COMPACTION SHALL BE 909 ELSEWHERE.
STORM DRAIN TRENCH DETAIL FOR PVC PIPE
NOT 10 SCALE
3" MIN.
1 - #3 BAR HOOP -
2 - #3 BAR
Ar
3 BAR EACH CI
13 BAR EACH S
3 BAR IN BOT
FRAME AND GRATE
6" RISER SECTION
f
12" RISER SECTION
12
PRECAST BASE SECTION
C MEASUREMENT AT THE TOP
OF THE BASE
NOTES:
1. AS AN ACCEPTABLE ALTERNATE TO REBAR,
WIRE MESH HAVING .A .VINIMUM AREA OF
0. 12 .SQUARF /N(7111 S PFR FODI MAY RE
USED. WIRE AfFS11 SIIAI L NDI BF PIACFD
IN TILE CUTD[IIS.
2. THE HOT IOAf O7 Tllf PRECAST BASE SECTION
MAY RE ROUNDED.
J. CUTOUTS MAY RE ON ALL FOUR SIDES, WITH
MAXIMUM DIAPETER OF 16" CUTOUTS MAY
BE EITHER R0c AND OR 'D" SHAPE. PIPE TO
BE INSTALLFD IN FACTORY SUPPLIED CUTOUTS.
4. THE TAPER ON THE SIDES OF THE PRECAST
BASE SECTION AND RISER SECTION SHALL
NOT EXCEED 0.5 INCITES PER FOOT.
5. FRAME AND GRATE MAY BE INSTALLED WITH
FLANGE DOWN OR CAST INTO RISER.
CATCH BASIN TYPE 1 P
PARKING LOT CATCH BASIN
NOT TO SCALE
F.RJ A. O p4 WA
Fc17 Rio
SSIONAL
EXPIRES 121AO12002
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