HomeMy WebLinkAboutR-382307NW 1/4. NW 1/4. SEC. 20, TWP. 23 N.. RGE. 5 E. W M.
Ut TRA 8L 0 Cif WA L L DETAIL
NO SCALE
250 pqp
TRACT/
LOT LINE BSBi
240 240
TRACT A
.1 -2X-
0.5
230
LOT J
2�/ EX. GRADE
220 220
BERM GRAD/NG
SECT/ON C -C
»_ 10'
250
R/W
40'
R/W
I � 4' THICK CEA/ENT CANCR£T£
EXTEND ASPHAL T PA 12�A/ENT ,�/pEw,q�K (6" THICK AT OR/VfWsl YS)
EX/ST. CU AND CUTIFR AND RfA/Obf EX/ST. CURB .._.. .. .. .. ..... .........,,
ONSITE SURFACING SECT/ON NOTE • THE 506 L5
ENGINEER EMPLOYED BY THE DEWL APER SHALL
VERIFY AND SUBSEOtAEN TL Y ADVISE THE CITY THA T
THE INS TALLA TION OF THE PA 14NG SEC TIOWI(S)
COWIFORM TO HIS/HER DESIGN.
7" HOT MIX ASPHAL T CLASS 1/2" PG
64-22
6" CRUSHED SURFACING TOP COURSE
CEDA R A VENUE RIW
SECTIONA-A
NO SCALE
SUBGRADE NAT1V£ SAIL OR STRUCTURAL
FALL CANPACTED TO 95R' OF MAX.
DRY D£NS/TY. PER ASTM D-1557
(MODIFIED PROCTOR)
ROAD PAVEMENT
SURFACING SECTION
NO SCALE
240
230
r -FINISHED GRADE
200
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VERT. SCA LE.• 1 "= 10'
0140
H/GH PANT ELEV = 227.99
HIGH POINT STA = 1 f 05.89
PW STA = Of 95.89
PVI ELEV = 227.74
20' VC
PROPOSED SLOPE <
MAX GRADE OF 35�
EX/STING 6RADF
i
i
PER C O.R. STD. PLAN 102
PROPOSED CEA/ENT CONCRETE
TRAFF/C CURB & GUTTER PER
C. O.R. STD. PLAN 101
NO SCALE
250
240
230
220
?10 R-382301
WSDOTACCESS
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HORIZ. SCALE.- 1 "_ 10'
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VERT. SCA LE.• 1 "= 10'
0140
0150 0-160 0170 0/-80
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PER C O.R. STD. PLAN 102
PROPOSED CEA/ENT CONCRETE
TRAFF/C CURB & GUTTER PER
C. O.R. STD. PLAN 101
NO SCALE
250
240
230
220
?10 R-382301
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