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FINISHED GRADE
ABC SLOPE
EXTENSION -- - - - -.�
(TYP.) 1% MIN., 2% MAX.
1 6" AGGREGATE BASE COURSE
GEOTEXTILE FABRIC
NOTES:
1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS
FOR DIRECTION OF SLOPE.
2. CONTRACTOR IS RESPONSIBLE FOR RE— ESTABLISHING
ALL SLOPES DISTURBED BY CONSTRUCTION
— 2" BITUMINOUS CONCRETE I -2 SURFACE COURSE
CLEAN BACKFILL (SEED OR MULCH
PER SITE PLAN)
{{{-- ----- 21 SIDE SLOPES (MAX.)L CUT AND FILL SLOPES
SHALL TIE INTO EXISTING SLOPES WTI CREATE A
SMOOTH CONTINUOUS SURFACE
-- COMPACTED SUBGRADE
ASPHALT I I.
iM
REMOVABLE BOLLARD
NOT TO SCAL
10' -4" (TYP.) 10' -4' (TYP.)
4" X 4" CORNER POST (TYP.)
IT- LONG HEMLOCK /SPRUCE RAILS
THE CONTENTS OF THIS
Lary 29, 2013 - Joel Moulin
NOTES:
1, END POST SHALL BE 4" X 4° X 7' RED CEDAR
2. INTERMEDIATE POST SHALL BE 3° X 6" X 7' RED CEDAR
3. CORNER POSTS TO BE 4' X 4" X 7' RED CEDAR
4. RAILS SHALL BE 11' LONG MADE FROM RED CEDAR
S. SET POSTS IN CONCRETE FOOTINGS
NOTES:
1. REMOVABLE BOLLARD AS PROVIDED BY CALPIPE
MANUFACTURING, LOS ANGELES CA (1- 800 -225 -7473)
OR APPROVED EQUAL
2. ALL METAL WILL BE GALVANIZED WITH ONE COAT OF
METAL PRIMER AND TWO COATS OF EXTERIOR ENAMEL
W -4" CLEAR WHEN PAINT, COLOR TO BE APPROVED BY OWNER.
CENTER POST IS REMOVED 3. SEE DETAIL THIS SHEET FOR MANUFACTURERS
INSTALLATION RECOMMENDATION FOR REMOVABLE
BOLLARD.
LOCKING EYE:, WELDED STEEL DOME TOP WELDED
TO PIPE BOLLARD TO TOP OF BOLLARD
LOCKING EYE, WELDED 6' LONG 4" DIA. STEEL 3 RAIL SPUT RAIL FENCE
TO GROUND INSERT —PIPE BOLLARD �e TALL.
8' ASPHALT TRAIL
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FINISHED GRADE
FOOTING 3000 PSIS
028 DAYS (TYP.)
6" X 6" RED CEDAR SET IN A 2' X 4"
KEYED MORTIS JOINT WITH 8° X 8"
VERTICAL POSTS
4 X W X 2" DOUBLE SDED RED CEDAR
SIGN MADE FROM LAMINATED RED
CEDAR 2 X 12" LUMBER. ROUTED
LETTERING 8" AND 5' HEIGHT.
LETTERING TO BE PAINTED WHITE.
CEDAR SIGN TO BE SEALED WITH CLEAR
FINISH. HARNETT COUNTY LOGO DIGITAL
GRAPHICS PROVIDED BY OWNER. SIGN
TO BE ATTACHED TO VERTICAL POST IN
2" X 2" ROUTED SLIDE.
ENTRANCE SIGN
SCkE 1/40 ® 1'-V
x 6' POST 6' O.C.
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El SETTING l�i 0
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12" MIN. FROM BOTTOM 01
BEAM TO EXISTING GRADE
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COMPACTED SUBGRADE
SECTION THROUGH DECK
CONCRETE FOOTING
3000 PSI 030 DAYS
6' #57 WASHED STONE
OVERLOOK
SME Ile = 1 _ �_
NOTES:
1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS
FOR DIRECTION OF SLOPE
2. CONTRACTOR IS RESPONSIBLE FOR RE— ESTABUSHING
ALL SLOPES DISTURBED BY CONSTRUCTION
3" NON WASHED ROCK DUST OR QUARRY
SCREENINGS. TAPER SCREENINGS INTO EXISTING
SHOULDER GRADE OVER 18' WIDE SHOULDER
(TYP.)
V -6" 6' 4' AGGREGATE BASE COURSE
ABC 2:1 SIDE SLOPES (MAX.). CUT AND FILL SLOPES
EXTENSION SHALL TIE INTO EXISTING SLOPES TO CREATE A
(TYP.) SMOOTH CONTINUOUS SURFACE
FINISHED GRADE ��' ✓;.
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GE XXTILE FABRIC — CUMPACTED SUBGRADE BENEATH
GEOTEXTILE FABRIC
SOFT DACE WALKING TRAIL
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12'
4° DEEP 3000 PS CONC. ®28 DAYS WITH 6° X 6°
WWM (2" CLEAR) AND 18" TURN DOWN FOOTING AT
EDGE OF DECK. BROOM FINISH SURFACE PROVIDE
A SMOOTH CONTINUOUS SURFACE FROM CONCRETE
TO WOOD DECK.
2% MAX CROSS SLOPE
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6" AGGREGATE BASE COURSE
r
GEOTEXTILE FABRIC ' f
/—4" DEEP 3000 PSI GONG. ® 28 DAYS WITH 6' X 6'
WWM (2' CLEAR) AND 18" TURN DOWN FOOTING AT
EDGE OF DECK. BROOM FINISH SURFACE. PROVIDE
A SMOOTH CONTINUOUS SURFACE FROM CONCRETE
TO WOOD DECK.
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FINAL. D SIGN - NOT FOR CONSTRUCTION
community infrastructure consultants
Transportation + Water Resources
Urban Development + GeomatiGs
720 Corporate Center Drive
Raleigh, NC 27607
(v) 919.762.0495
www.wkclickson.com
NC UCENSE NO. F0374
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FOOTING 3000 PSIS
028 DAYS (TYP.)
6" X 6" RED CEDAR SET IN A 2' X 4"
KEYED MORTIS JOINT WITH 8° X 8"
VERTICAL POSTS
4 X W X 2" DOUBLE SDED RED CEDAR
SIGN MADE FROM LAMINATED RED
CEDAR 2 X 12" LUMBER. ROUTED
LETTERING 8" AND 5' HEIGHT.
LETTERING TO BE PAINTED WHITE.
CEDAR SIGN TO BE SEALED WITH CLEAR
FINISH. HARNETT COUNTY LOGO DIGITAL
GRAPHICS PROVIDED BY OWNER. SIGN
TO BE ATTACHED TO VERTICAL POST IN
2" X 2" ROUTED SLIDE.
ENTRANCE SIGN
SCkE 1/40 ® 1'-V
x 6' POST 6' O.C.
Iii Rte;
El SETTING l�i 0
• EITHER .. r
12" MIN. FROM BOTTOM 01
BEAM TO EXISTING GRADE
�' 117rk - Ir
�t I 1
_
- '
COMPACTED SUBGRADE
SECTION THROUGH DECK
CONCRETE FOOTING
3000 PSI 030 DAYS
6' #57 WASHED STONE
OVERLOOK
SME Ile = 1 _ �_
NOTES:
1. CROSS SLOPE DIRECTION VARIES. SEE LAYOUT PLANS
FOR DIRECTION OF SLOPE
2. CONTRACTOR IS RESPONSIBLE FOR RE— ESTABUSHING
ALL SLOPES DISTURBED BY CONSTRUCTION
3" NON WASHED ROCK DUST OR QUARRY
SCREENINGS. TAPER SCREENINGS INTO EXISTING
SHOULDER GRADE OVER 18' WIDE SHOULDER
(TYP.)
V -6" 6' 4' AGGREGATE BASE COURSE
ABC 2:1 SIDE SLOPES (MAX.). CUT AND FILL SLOPES
EXTENSION SHALL TIE INTO EXISTING SLOPES TO CREATE A
(TYP.) SMOOTH CONTINUOUS SURFACE
FINISHED GRADE ��' ✓;.
r1 f4u®seiotu�asraa�p , ,,,_.
I� jr
GE XXTILE FABRIC — CUMPACTED SUBGRADE BENEATH
GEOTEXTILE FABRIC
SOFT DACE WALKING TRAIL
s . _" Ile J y V
12'
4° DEEP 3000 PS CONC. ®28 DAYS WITH 6° X 6°
WWM (2" CLEAR) AND 18" TURN DOWN FOOTING AT
EDGE OF DECK. BROOM FINISH SURFACE PROVIDE
A SMOOTH CONTINUOUS SURFACE FROM CONCRETE
TO WOOD DECK.
2% MAX CROSS SLOPE
I �
6" AGGREGATE BASE COURSE
r
GEOTEXTILE FABRIC ' f
/—4" DEEP 3000 PSI GONG. ® 28 DAYS WITH 6' X 6'
WWM (2' CLEAR) AND 18" TURN DOWN FOOTING AT
EDGE OF DECK. BROOM FINISH SURFACE. PROVIDE
A SMOOTH CONTINUOUS SURFACE FROM CONCRETE
TO WOOD DECK.
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xilill
16'
VIE-Vu
6 x 6" POST 6' O.C.
2 x 12' FASCIA
FINAL. D SIGN - NOT FOR CONSTRUCTION
community infrastructure consultants
Transportation + Water Resources
Urban Development + GeomatiGs
720 Corporate Center Drive
Raleigh, NC 27607
(v) 919.762.0495
www.wkclickson.com
NC UCENSE NO. F0374
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