MAT

CHLI

NE

A

SITE PLANSCALE=1"20'

1 2

SITELOCATION

EXISTING L-SHAPED CURB TO REMAINEXISTING 7"x7" ASPHALT CURB TO BE MATCHED

MAT

CHLI

NE

A

A

A

SITE PLAN AND DETAILS 2 2

10' 2' TO 5'2' TO 5'

2% 2%

EXISTING STABILIZED ROAD BED

BUILD UP STABILIZEDBASE SHOULDER WITHI-5 RED CLAY ROADGRAVEL ANDCOMPACT TO MEETEDGE OF NEWASPHALT

3" 9.5M64 ASPHALTSURFACE COURSE

COMPACT AND GRADEEXISTING CLAY ROAD GRAVELSURFACE TO PREPARE FORPAVING

REPAVE TO EDGE OFCONCRETE APRON

EXISTING DAMAGEDASPHALT PAVEMENT TO BEREMOVED

PROPOSED CONCRETETRANSITION APRON

EXISTING STABILIZED ROADTO BE PAVED WITH 10'WIDE ASPHALT LANE

2%2%

MATCH EXISTING GRADE

MATCH EXISTING GRADE

EXISTING STABILIZEDSHOULDER

EXISTING STABILIZEDSHOULDER

2%2%

10' 20'

8'

MATCH EXISTING GRADE AT EDGES6"ASPHALT ASPHALT

COMPACTED SUBGRADE

TACK COATSAW CUT EXIST.

8'

FLUSH WITH ROAD FINISHED GRADE.ADJUST THE PAVEMENT GRADE IFNECESSARY TO PREVENT PONDING.

CONCRETE APRON WITHBROOM FINISH CLASS BCONCRETE, 4000 PSI PLACEWELDED WIRE MESH (W6/W66X6)

PROPOSED ASPHALT OVEREXISTING STABILIZED ROAD

MATCH EXISTING GRADE AT EDGES6"

3" CLEAR

ASPHALT ASPHALT

COMPACTED SUBGRADE

TACK COAT

MIN. 2"

12"

6"

SAW CUT EXIST.

6'

FLUSH WITH ROAD FINISHED GRADE.ADJUST THE PAVEMENT GRADE IFNECESSARY TO PREVENT PONDING.

CONCRETE APRON WITHBROOM FINISH CLASS BCONCRETE, 4000 PSI PLACEWELDED WIRE MESH (W6/W66X6)

COMPACTED STONE BASE REPAIR AS NEEDED

EXISTING L SHAPED CURB TOREMAIN, MILL AND REMOVE 3" OFEXISTING LOT (2" ASPHALT AND 1"OF BASE) , REPAIR DAMAGED BASEAND RE-PAVE TO MAINTAINEXISTING ELEVATIONS OF ENTIRELOT

3" HOT MIX ASPHALT 9.5M64 ASPHALT

NOTE: SCALE DIFFERENT FROM SHEET 1