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3" CLASS 1 STONE 7 3/8"

6" 1 3/8" 6'-0" 12" ASHTO NO. 1 1/2" R. 3" R. 1 1/2" R.

SLOPE: 1/4 " :1'-0" " 8

X 4"

8" X 3 X X X X 6" SURFACE 4" X #3 TIES @ 18" O.C. 6x6 - W2.9x W2.9 WWF 12" SUBGRADE COMPACTED 3 - #4

14" TO 95% OF MODIFIED CONTINUOUS PROCTOR FABRIC 6" 6" 4" CLASS 1 STONE WOVEN POLYESTER 16 0Z. BI-AXIAL SUBGRADE COMPACTED ADDED NOTE TO 95% OF MODIFIED REVISED NOTE SUBGRADE COMPACTED TO NOTE: TO BE USED WHERE ADJACENT TO OR CURB AND GUTTER PROCTOR 95% OF MODIFIED PROCTOR TYPICAL SECTION 7 INTEGRAL CURB & WALK 1 PAVING DETAIL CAST-IN-PLACE CONCRETE CURB DETAILS ADDED NOTE N.T.S. C801 C801 C801 1/4" 1/4" DOW CORNING 888 JET FUEL RESISTANT SEALANT OR

" DOW CORNING 888 JET FUEL 1 8 " 1 APPROVED EQUAL

1 8 RESISTANT SEALANT OR BACKER ROD 3/8Ø 1 APPROVED EQUAL 1 BACKER ROD 3/8Ø INITIAL SAWCUT JOINT 8" X 2" BUTTED JOINT CONTRACTION JOINT SEALANT DETAIL JOINT SEALANT DETAIL

HOT JOINT SEAL CONCRETE DOWELED CONSTRUCTION JOINT

CONTRACTION JOINT HMA

12.5' TYP. VARIES

9 1/2" 36" MIN. 2'-0" PORTLAND CONCRETE

COMPACTED SUBGRADE SUBGRADE COMPACTED TO ADDED NOTE #6 SMOOTH DOWEL 18" L. @ 12" O.C. 95% OF MODIFIED PROCTOR 3" COMPACTED CLASS 1 SUBGRADE COMPACTED TO PAINT & OIL ONE END OF DOWEL FABRIC FOR SEPARATION 2'-0" (6" PVC)

95% OF MODIFIED PROCTOR 3'-0" (8" PVC) CENTERED ON JOINT. BASE COURSE 6" COMPACTED CLASS 1

6" 6" 6" 4" OPEN GRADED FREE DRAINING BASE COURSE 6" COMPACTED CLASS 1 11 TYPICAL CONCRETE PAVEMENT SECTION 2 C801 C801 SUBSURFACE DRAIN DETAIL (6" OR 8" AS SHOWN) C801 N.T.S.

GUARDRAIL TO BE TYPE1, CLASS III, POSTS AND BLOCKS @ 12'-6" SPACING. AS 20'-0" TYP. PER WVDOH SPECIFICATIONS SECTION 607. CL GRAVEL ACCESS

3" CLASS 1 STONE

6'-0" IF GUARDRAIL IS VARIES - SEE SITE PLAN REQUIRED. C MAIN ACCESS ROAD 12" AGGREGATE AASHTO NO. 1 2 L 3'-6" 1 2% SLOPE 2% SLOPE 1 1/2" 2% SLOPE 1 1/2" 2% SLOPE 2%

2% 4" 4" 4" 3 6" 4 5

ADDED NOTE COMPACTED SUBGRADE (95% OF MAXIMUM ASTM D1557) SUBGRADE COMPACTED TO GEOTEXTILE FABRIC 95% OF MODIFIED PROCTOR WOVEN POLYESTER 16 0Z. BI-AXIAL REVISED NOTE

DESCRIPTION 12 DETAIL 1 HMA WEARING COURSE, TYPE IV C801 N.T.S. 2 HMA SCRATCH COURSE, TYPE I (CALCULATED APPLICATION RATE OF 65 #/SY) 3 HMA BASE COURSE, TYPE I 4 COMPACTED CLASS 1 BASE COURSE 5 FABRIC SEPARATION

5'-0" TYP.

C801

TRANSITION BACK TO EXISTING BREAK POINT VARIES SEE PLAN SHEET

CL MAIN ACCESS ROAD 20'-0" TYP.

DOW CORNING 888 SEALANT 2 1/4" OR APPROVE EQUAL 1-1/2 " 1% BACKER ROD 1 1/2 " 1

4" 3 4'-0" 4 1" 2'-0" 6" 6X6-W2.9XW2.9 WWF TANGENT LINE PROJECTED FROM 1"TYP. THE LAST TWO POSTS SECTIONS 5 26'-0" ADDED NOTE DOW CORNING 888 SEALANT SUBGRADE COMPACTED TO 1/4" OR APPROVE EQUAL 95% OF MODIFIED PROCTOR BACKER ROD DESCRIPTION

1 HMA WEARING COURSE, TYPE IV GUARDRAIL FLARED END DETAIL 2 HMA SCRATCH COURSE, TYPE I (CALCULATED APPLICATION 13 (ACCESS ROAD) 3 HMA BASE COURSE, TYPE I VARIES SEE PLAN SHEET C801 N.T.S. 4 COMPACTED CLASS 1 BASE COURSE 5 FABRIC SEPARATION

9

C801 N.T.S. 5 TYPICAL PAVEMENT SECTION TYPE 2 C801