HomeMy WebLinkAboutFMC Anderson Creek_approved site plan (8)1/8• "R
SURFACE OF 712 JOINT SEALER
GUTTER
1 /8 "R
2" f 16
1. SCORE FULL WIDTH
OF CURB AND GUTTER
A�
CONTRACTION JOINT
A � 1 /8..R
SURFACE OF 1/2' JOINT SEALER
GUTTER
1 /8'R
12'
JOINT FILLER
I
A
TRANSVERSE EXPANSION JOINT
NOTES:
1. ALL CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS,
SPACING MAY BE INCREASED TO 75' IF MACHINE IS USED.
3. CONTRACTION JOINTS SHALL BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1 -112" SHALL BE OBTAINED.
4. EXPANSION JOINTS SHALL BE SPACED AT 90' MAX INTERVALS,
AND ADJACENT TO ALL RIGID OBJECTS.
5 ALL JOINTS SHALL BE FILLED WITH JOINT FILLER AND SEALER.
STANDARD CONCRETE CURB AND GUTTER
PLAN 2' -0"
NOT TO SCALE
FRONT
STANDARD METHOD OF
ENDING CURB AND GUTTER
..�� SECTION A -A
24" C RB & GUTTER
1/8" R.
5 3/4'"
6
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POST TOP
GATE
POST
JOINT SEALER
Z 5 MIN
(SEE PLAN)
i/8" RAD. SLOPE 114" PER FT 118" RAD. \ SURFACE OF PAVEMENT
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COMPACTED PROPOSED C &G °
SUBGRADE PLAIN BUTT JOINT
j, SECTION VIEW ASPHALT PAVEMENT -/ SEALER
\ SURFACE OF GUTTER
1/81, RAD. '- GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 118" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS UNLESS INDICATED
JOINT FILLER OTHERWISE. SEE SPECS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.
TRANSVERSE EXPANSION JOINT 2. ONE 112" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS.
3. A 112" EXPANSION JOINT WILL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
STD. 4" SIDEWALK SLOPE 7/4" PER FT 1 /8'" RAD.
SURFACE OF PAVEMENT
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6"
COMPACTED �
SUBGRADE
6"
SECTION OF SIDEWALK ABUTTING PAVEMENT
TYPICAL CONCRETE SIDEWALK
NOT TO SCALE
'1 I I
1.66" 1 5/8') OD
BRACE RAIL
BOTTOM SELVAGE -
KNUCKLED
67/Z17Nmm
LINE POST
LOOP CAP
1.66" (1 518 °) OD
TOP RAIL
LINE POST
(ROUND)
11LRl1�iV�Y /d
' I I TURNBUCKLE ADJUSTABLE
TENSION BAR
TRUSS ROD
MIN DEPTH
10' -0" MAX SPACING I I - IN: 36"
it
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FENCE SECTION ELEVATION - ROUND END POSTS WIDTH
(4)x POST WIDTH
2 1/2°
1"
9' -0" FACE TO FACE GATE POST
-�- -` 2.875" OD
HINGE POST
CHAIN LINK
3" FABRIC
IL FULCRUM LATCH
W/ STRIKE STRAP
2° [50MM]
SQ GATE FRAME
(TYP 4 SIDES)
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END & CORNER
POST TOP
TOP & BOTTOM.
FABRIC
DOME
1
SLAB REINFORCING
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GROOVE
GROOVE JOINT W/ i /8"
6"
CONCRETE PAVEMENT SLAB
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RADII & JOINT SEALER
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OVER STONE BASE &
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WELL COMPACTED SOIL
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TYPICAL CONTROL JOINT
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NTS
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REINFORCING SHALL 1/4
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NOT PASS
THRU
GROOVE JOINT W/ 118"
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AGGREGATE BASE
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JOINT
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RADII & JOINT SEALER
EXTEND PIPE BOLLAR
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6"
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518" DIA x 16° LG. SMOOTH SLIP DOWEL BARS
TYPICAL THICKENED EDGE
AT 18" O.C., GREASED BOTH SIDES.
NTS
TYPICAL CONSTRUCTION JOINT
NTS
ro
112"
CONCRETE PAVEMENT DIMENSIONS
HEAVY
20' -0°
118" RADII AND
JOINT SEALER
GONG SLAB THICKNESS, dC =
6"
8°
J, a
ABC THICKNESS, dB =
6"
REINFORCEMENT = 6x6- W2.9xW2.9
JOINT FILLER
TYPICAL E PANSION JOINT
NTS
NOTES:
I
1. ALL CONCRETE SHALL HAVE A 28 -DAY COMPRESSIVE STRENGTH OF 4000 PSI (ASTM C39)
WITH ENTRAINED AIR BETWEEN 4% AND 69.
2. CONTRACTION JOINTS SHALL BE SPACED AT
15 FT O.C.E.W. MAX. OR AS INDICATED ON THE PLAN.
3. EXPANSION JOINTS SHALL BE SPACED AT 50
FT O.C.E.W.
MAX. OR AS INDICATED ON TE PLAN AND
WHERE CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT.
CONCRETE
PAVEMENT
NOT TO SCALE
'1 I I
1.66" 1 5/8') OD
BRACE RAIL
BOTTOM SELVAGE -
KNUCKLED
67/Z17Nmm
LINE POST
LOOP CAP
1.66" (1 518 °) OD
TOP RAIL
LINE POST
(ROUND)
11LRl1�iV�Y /d
' I I TURNBUCKLE ADJUSTABLE
TENSION BAR
TRUSS ROD
MIN DEPTH
10' -0" MAX SPACING I I - IN: 36"
it
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FENCE SECTION ELEVATION - ROUND END POSTS WIDTH
(4)x POST WIDTH
2 1/2°
1"
9' -0" FACE TO FACE GATE POST
-�- -` 2.875" OD
HINGE POST
CHAIN LINK
3" FABRIC
IL FULCRUM LATCH
W/ STRIKE STRAP
2° [50MM]
SQ GATE FRAME
(TYP 4 SIDES)
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END & CORNER
POST TOP
TOP & BOTTOM.
FABRIC
DOME
KNUCKLE I..
— PRESSURE TREATED 2x
A
BOLTS ON ALL FENCE SHALL BE CUT FLUSH
WITH NUT. NO SHARP PROTRUDING EDGES
BE ALLOWED IN DIRECTION OF CHILD PLAY
AREA.
SEE SPECS FOR ADDITIONAL INFORMATION.
WELDED TO MAKE DROP BAR
A SOLID FRAME
MIN DEPTH WIDTH
I IN: 36" (4) x POST WIDTH
1 9' -0" GATE ELEVATION L
CHAIN LINK FENCE AND GATE
NOT TO SCALE
ALL SIGNS SHALL BE PROVIDED AND INSTALLED IN
ACCORDANCE WITH LATEST MANUAL ON UNIFORM TRAFFIC —_ "VAN ACCESSIBLE"
CONTROL DEVICES, NCSBC AND ADA SPECIFICATIONS SIGN
AND REQUIREMENTS. _
BOTTOM OF SIGNS — '-0 SIGN R7 -8 OR
■R7 -8 OR R7 -8A R7 -8A
MAXIMUM
RESERVED PEN —_ — SIGN R7 -8D
PARKING 5250
R
NOTE: MAXIMUM
PENALTY 6 "
SHALL BE PER LATEST
FINE AMOUNT AS SPECIFIED GALV STE. POST
BY LOCAL AUTHORITIES.
R7 -8A FINISHED GRADE
VAN
ACCESSIBLE
3' DEEP CONC
VAN ACCESSIBLE FOOTING
ACCESSIBLE PARKING SIGNAGE
NOT TO SCALE
HEAVY LIGHT
DUTY DUTY GRAVEL
COMPACTED
SUBGRADE
N07ES:
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE
SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5,
SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD
BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE
BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DINSION 6, SECTION 500 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS,
AND COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS ARE
CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT
2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES
OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO
ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR
INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT
SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADD177ONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND /OR
INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT
LIFTS AT NO ADDITIONAL COST.
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF
PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
ASPHALT PAVEMENT SECTION
NOT TO SCALE
_COPING
POSITIVE. DRAINAGE (TYP.)
— PRESSURE TREATED 2x
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COMPACTED
SUBGRADE
N07ES:
1. PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE
SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5,
SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND
COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD
BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF
THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE
BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE
WITH DINSION 6, SECTION 500 OF THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PROPER
SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS,
AND COMPLIANCE WITH PROJECT PLANS AND SPECIFICATIONS ARE
CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT
2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES
OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO
ADDITIONAL COST. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE ADEQUATE THICKNESS REQUIRED FOR
INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT
SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED
AT NO ADD177ONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY
DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND /OR
INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT
LIFTS AT NO ADDITIONAL COST.
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING
PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF
PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
ASPHALT PAVEMENT SECTION
NOT TO SCALE
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CONT. THRU -WALL FLASHING
BELOW CONE. CMU BOND BEAM
FULL PERIMETER ®TOP OF
WALL (TYP.)
6' -0" A.F.F.
TOP OF MASONRY
8" SPLIT -FACED CMU
BOND BEAM, MATCH BLDG ---�
(TYP.)
HORIZONTAL JOINT
REINFORCING 0 16" O.C.
(TYP.)
8" SPLIT -FACED CMU,
MATCH BLDG (TYP.)
O' -0"
FINISHED FLOOR - _7111-1
-III -1 11-
=11
TEE II -IIL
511 =1I
FINSHED GRADE, SEE CIVIL
8" =III
8" CMU, FILL SOLID BELOW
SLAB (TYP.)
CONCRETE OFF TOP OF
f -6° O.D. SCHEDULE 40
STEEL PIPE
FILL WITH CONCRETE
- -- COLOR: TO B€ SELECTED
BY ARCHITECT.
ANCHOR PIPE IN
CONCRETE PAVING CONCRETE FOOTING
(3000 PSI)
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-
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COMPACTED
SUBGRADE
STEEL BOLLARD
NOT TO SCALE
HANDICAP RAMP DETAIL
NOT TO SCALE
SLOPEDOWN SIDEWALK DETAIL
NOT TO SCALE
VAR. SLOPE NOT
TO EXCEED 12:1
DUMPSTER DOOR ELEVATION
CAP SLOPED FOR
_COPING
POSITIVE. DRAINAGE (TYP.)
— PRESSURE TREATED 2x
N
TOP OF MASONRY
N m
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- - - --I
-- �/
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PAINT CMU INSIDE
rn
ENCLOSURE (TYP.)
..------
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FLUSH METAL PANEL
TOP OF CONT.
— -- lJ �— —
ROWLOCK
///���'''6" CONC. SLAB W/ W.W.F.
OVER STONE BASE &
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C N
WELL COMPACTED SOIL
a> �
(TYP.)
(DARK BRONZE) ON :
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FRAME W/ DIAGONAL
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8" PIPE BOLLARD, PA
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DARK BRONZE
----- 1L
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EXTEND PIPE BOLLAR
I I 36" BELOW FINISHED
4 071
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CONT. THRU -WALL FLASHING
BELOW CONE. CMU BOND BEAM
FULL PERIMETER ®TOP OF
WALL (TYP.)
6' -0" A.F.F.
TOP OF MASONRY
8" SPLIT -FACED CMU
BOND BEAM, MATCH BLDG ---�
(TYP.)
HORIZONTAL JOINT
REINFORCING 0 16" O.C.
(TYP.)
8" SPLIT -FACED CMU,
MATCH BLDG (TYP.)
O' -0"
FINISHED FLOOR - _7111-1
-III -1 11-
=11
TEE II -IIL
511 =1I
FINSHED GRADE, SEE CIVIL
8" =III
8" CMU, FILL SOLID BELOW
SLAB (TYP.)
CONCRETE OFF TOP OF
f -6° O.D. SCHEDULE 40
STEEL PIPE
FILL WITH CONCRETE
- -- COLOR: TO B€ SELECTED
BY ARCHITECT.
ANCHOR PIPE IN
CONCRETE PAVING CONCRETE FOOTING
(3000 PSI)
I —I 1 =III` -I 1 =1 I -1
I1=1 I I —I — III -111
-
1I
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III —III III -1111
COMPACTED
SUBGRADE
STEEL BOLLARD
NOT TO SCALE
HANDICAP RAMP DETAIL
NOT TO SCALE
SLOPEDOWN SIDEWALK DETAIL
NOT TO SCALE
VAR. SLOPE NOT
TO EXCEED 12:1
DUMPSTER DOOR ELEVATION
CAP SLOPED FOR
_COPING
POSITIVE. DRAINAGE (TYP.)
— PRESSURE TREATED 2x
N
WOOD BLOCKING (TYP.)
N m
•,y U
6' -0" A.F.F.
NOTE:
TOP OF MASONRY
PAINT CMU INSIDE
rn
ENCLOSURE (TYP.)
Y2" EXPANSION JOINT FULL
3' -4" A.F.F.
PERIMETER OF DUMPSTER
\1/ F- -t —fig \\I r -
[PAD (TYP)
TOP OF CONT.
— -- lJ �— —
ROWLOCK
///���'''6" CONC. SLAB W/ W.W.F.
OVER STONE BASE &
e
C N
WELL COMPACTED SOIL
a> �
(TYP.)
F
WALL SECTION
SECT 1 -1
CONT. 16 "x8" CONC.
FOOTING W/ (2) #5 BARS
(TYP.)
20' -8"
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?x2
INT
9' -10"
15'-4" MIN
BACK OF 6' -0" 4'0" MIN 6' -0"
SIDEWALK
TOP OF
CURB
GUTTER LIP NOT TO
LINE EXCEED 114"
DERESSED CURB
STANDARD CURB - STANDARD CURB
SECTION B -B
SIDEWALK SLOPE 12:1 MAX DEPRESSED
CURB
SIDEWALK ACCESS RAMP
7-7---
EXPANSION J
JOINT STANDARD CURBe
SECTION C -C
DUMPSTER PLAN AND SECTION
NOT TO SCALE
NOTES.
1. WALKING SURFACES SHALL BE SLIP RESISTANT.
COLORS FOR THE RAMP SHALL BE DARK
CHARCOAL GRAY FOR CONTRAST WITH LIGHT
PATHWAY COLORS AND LIGHT CONCRETE GRAY
FOR CONTRAST WITH DARK PATHWAY COLORS
AND SHALL BE AN INTEGRAL PART OF THE
CONSTRUCTION MATERIAL.
2. NO SLOPE ON THE SIDEWALK ACCESS RAMP
SHALL EXCEED i "/1' (12 :1) IN RELATIONSHIP
TO THE GRADE OF THE STREET.
3. IN NO CASE SHALL THE WIDTH OF THE ACCESS
RAMP BE LESS THAN 40" (3' -4 ") HOWEVER,
RAMP WIDTH MAY EXCEED 40 ".
4. USE CLASS B (2,500 -PSI) CONCRETE WITH
SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH,
NON -SKID TYPE SURFACE.
5. A 112" EXPANSION JOINT SHALL BE PLACED
WHERE THE ACCESS RAMP JOINS THE CURB.
REFER TO TYPICAL SIDEWALK DETAIL FOR
JOINT REQUIREMENTS.
TYPICAL ACCESSIBLE CURB RAMP
NOT TO SCALE
C
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PARKING AREA RAMPS
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20' -0°
8"
8°
15'-4" MIN
BACK OF 6' -0" 4'0" MIN 6' -0"
SIDEWALK
TOP OF
CURB
GUTTER LIP NOT TO
LINE EXCEED 114"
DERESSED CURB
STANDARD CURB - STANDARD CURB
SECTION B -B
SIDEWALK SLOPE 12:1 MAX DEPRESSED
CURB
SIDEWALK ACCESS RAMP
7-7---
EXPANSION J
JOINT STANDARD CURBe
SECTION C -C
DUMPSTER PLAN AND SECTION
NOT TO SCALE
NOTES.
1. WALKING SURFACES SHALL BE SLIP RESISTANT.
COLORS FOR THE RAMP SHALL BE DARK
CHARCOAL GRAY FOR CONTRAST WITH LIGHT
PATHWAY COLORS AND LIGHT CONCRETE GRAY
FOR CONTRAST WITH DARK PATHWAY COLORS
AND SHALL BE AN INTEGRAL PART OF THE
CONSTRUCTION MATERIAL.
2. NO SLOPE ON THE SIDEWALK ACCESS RAMP
SHALL EXCEED i "/1' (12 :1) IN RELATIONSHIP
TO THE GRADE OF THE STREET.
3. IN NO CASE SHALL THE WIDTH OF THE ACCESS
RAMP BE LESS THAN 40" (3' -4 ") HOWEVER,
RAMP WIDTH MAY EXCEED 40 ".
4. USE CLASS B (2,500 -PSI) CONCRETE WITH
SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH,
NON -SKID TYPE SURFACE.
5. A 112" EXPANSION JOINT SHALL BE PLACED
WHERE THE ACCESS RAMP JOINS THE CURB.
REFER TO TYPICAL SIDEWALK DETAIL FOR
JOINT REQUIREMENTS.
TYPICAL ACCESSIBLE CURB RAMP
NOT TO SCALE
C
NIA
PARKING AREA RAMPS
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1 REVISIONS 1
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REVIEWED BY JFC
DATE: 1/28/14
PROJECT NUMBER: 13 -005
COUNTY HARNETT
ZONING: COMM
LOCATION: US HWY 87 S
TOWNSHIP: BARBEQUE
SITE DETAILS
C7.01
JANUARY 2014