HomeMy WebLinkAboutACC pg5ISOMETRIC VIEW
W
A
W+A+9"
X
B
5'
0.0'
5.8'
5.8'
5.0'*
6'
0.0'
6.8'
6.8'
6.0'**
7'
0.0'
7.8'
7.3'
6.5'**
8'
0.0'
8.8'
7.3'
6.5'**
5'
2.0'
7.8'
7.8'
5.0'
5'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
8.8'
8.3'
4.4'
5'
3.5'
9.3'
8.4'
4.1'
5'
4.0'
9.8'
8.6'
3.8'
5'
4.5'
10.3'
8.7'
3.4'
5'
5.0'
10.8'
8.9'
3.1'
B = X -(A+9")
B = DISTANCE FROM FRONT EDGE OF SIDEWALK
TO BACK POINT OF 12:1 (8.33%) SLOPE.
* BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
** BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
NOTES:
STANDARD SIDEWALK WIDTH SHALL BE 4' AND
THICKNESS (T) SHALL BE 4" UNLESS OTHERWISE
DENOTED ON PLANS,
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL
BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 40'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
DROP CURB
(STD. 2'-6-
& GUTTER E
UTILITY STRIP
0.02 MIN.)
0.08 MAX.
- 0.04 NORM.)
W
SIDEWALK
0.04 (MAX.)
0.02 ((NORM.)
SECTION A -A
HANDICAP PARKING SIGN
,-4" WIDE WHITE PAVEMENT
MARKINGS (TYP.) -Z
a
0
N l�
V
10' TYPICAL 8' HANDICAP L 8' VAN
SPACE VAN SPACE STRIPING
WHERE REQUIRED
PARKING SPACE
1/8 �� SURFACE OF
NOT TO SCALE
JOINT SEALER
1/2 " JOINT WIDTH d IJOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
0/,
1/2 EXPANSION JOINT 3/8 " WIDE x 1" DEEP GROOVED OR
SAWN JOINT TO BE FILLED
WITH JOINT SEALING COMPOUND
1/8 RAD 1/8 RAD
BUILDING, / • s. v.: • o.:v .: p. b..: p.. v .: o._v .:
WALL, ETC. / o'.:a... c'..a=:.'p..-a.."o. n'`.'o.a- ..:'�:.': p. v..d. v.:-d_v..•p:o
/ " :' PROPOSED P- . a o. '•: .o• '•
CONCRETE PROP. C&G
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
N.T.S.
NOTES:
1. THE WALKING SURFACE SHALL BE SLIP RESISTANT AND A CONTRASTING COLOR TO THE SIDEWALK.
2. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE
JANUARY 26, 1992. THE ADA REQUIREMENTS FOR DETECTABLE WARNINGS ARE SUSPENDED EFFECTIVE MAY 12, 1994.
3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1"/1' (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.
4. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 40" (3'-4") OR GREATER FOR DUAL RAMPS AND 60" (5'-0") OR GREATER FOR DIAGONAL RAMPS.
5. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
6. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB.
COMPACTED SUBGRADE-------'
8' HANDICAP 5' CAR
SPACE STRIPIN(
LAYOUT DETAIL
VARIES
1,i
1/2" EXPANSION JOINT MATERIAL
EVERY 40.0' & AT ALL STRUCTURES
4"
6x6 NO. 6 WELDED WIRE
MESH REINFORCEMENT
'/2"x'/4"CONTRACTION JOINT
CONCRETE SIDEWALK DETAIL
SCALE : NONE
91 I-1 11-I I I-1
711_I,�11 ISI I
_I11 I
3'-0"
MAX.
STOP AT RAN
PLUG -/
(DO NOT GLUE)
35"
32"
29"
17"
1 1/2" INSULATION) MOUNTING FLANGE
40" X 17"
TOP VIEW
CHOP -STRAND POLYRESIN BONDED FIBERGLASS
ASSE -1060 STANDARD
I
I I
27" 25" 1
11 I
DRAIN
• d 4 1.< -
a - •d - • \ .
FRONT VIEW
HOT BOX DETAIL
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
CLEANOUT PLUG AND CAP
BRASS
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
TEE BRANCH
SLOPE MIN. 1%
HINGE BRACKET
TING FLANGE
SLAB OR FOOTER
46"X 23"
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.
SERVICE LINE
SCH 40 PVC
45^ SANITARY TEE IN-LINE WYE
(SAME MATERIAL FITTING FOR NEW
AS MAIN) CONSTRUCTION OR
ROMAC-CB SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN.
SANITARY SEWER
MAIN
TYPICAL SEWER SERVICE CONNECTION DETAIL S
NO SCALE 29
REVISIONS
ra(NpgNl"�DESCRIPTION DATE
June/2015OU Ie o�• DATE
*E S _ CARRIAGE GLEN AMENITIES CENTER
ngineering, PLLC INE�.••'V?'' HARNETT COUNTY, NORTH CAROLINA PRELIMIARY - FOR REVIEW ONLY -
T. UpGY'„
110 Commerce Ave. *Southern Pines, NC 28387 9(910) 684-8126 *Cert. No. P-1275 ""' « p-17- 1 1 SHEET NO.
L I
SECTION B -B
SIDEWALK
ELEVATION
6'-0" 3 -4" '6'-0" TOP OF
CURB MIN. CURB CURB
TRANSITION DROP TRANSITION
CURB
SECTION A -A
HANDICAP PARKING SIGN
,-4" WIDE WHITE PAVEMENT
MARKINGS (TYP.) -Z
a
0
N l�
V
10' TYPICAL 8' HANDICAP L 8' VAN
SPACE VAN SPACE STRIPING
WHERE REQUIRED
PARKING SPACE
1/8 �� SURFACE OF
NOT TO SCALE
JOINT SEALER
1/2 " JOINT WIDTH d IJOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
0/,
1/2 EXPANSION JOINT 3/8 " WIDE x 1" DEEP GROOVED OR
SAWN JOINT TO BE FILLED
WITH JOINT SEALING COMPOUND
1/8 RAD 1/8 RAD
BUILDING, / • s. v.: • o.:v .: p. b..: p.. v .: o._v .:
WALL, ETC. / o'.:a... c'..a=:.'p..-a.."o. n'`.'o.a- ..:'�:.': p. v..d. v.:-d_v..•p:o
/ " :' PROPOSED P- . a o. '•: .o• '•
CONCRETE PROP. C&G
SIDEWALK CONC. PAVEMENT
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
N.T.S.
NOTES:
1. THE WALKING SURFACE SHALL BE SLIP RESISTANT AND A CONTRASTING COLOR TO THE SIDEWALK.
2. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
AFTER JULY 1,1976 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
PROTECTIONS SIMILAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH TITLE III OF THE ADA BECOMING EFFECTIVE
JANUARY 26, 1992. THE ADA REQUIREMENTS FOR DETECTABLE WARNINGS ARE SUSPENDED EFFECTIVE MAY 12, 1994.
3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL EXCEED 1"/1' (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.
4. THE WIDTH OF THE WHEELCHAIR RAMP SHALL BE 40" (3'-4") OR GREATER FOR DUAL RAMPS AND 60" (5'-0") OR GREATER FOR DIAGONAL RAMPS.
5. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
6. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB.
COMPACTED SUBGRADE-------'
8' HANDICAP 5' CAR
SPACE STRIPIN(
LAYOUT DETAIL
VARIES
1,i
1/2" EXPANSION JOINT MATERIAL
EVERY 40.0' & AT ALL STRUCTURES
4"
6x6 NO. 6 WELDED WIRE
MESH REINFORCEMENT
'/2"x'/4"CONTRACTION JOINT
CONCRETE SIDEWALK DETAIL
SCALE : NONE
91 I-1 11-I I I-1
711_I,�11 ISI I
_I11 I
3'-0"
MAX.
STOP AT RAN
PLUG -/
(DO NOT GLUE)
35"
32"
29"
17"
1 1/2" INSULATION) MOUNTING FLANGE
40" X 17"
TOP VIEW
CHOP -STRAND POLYRESIN BONDED FIBERGLASS
ASSE -1060 STANDARD
I
I I
27" 25" 1
11 I
DRAIN
• d 4 1.< -
a - •d - • \ .
FRONT VIEW
HOT BOX DETAIL
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
CLEANOUT PLUG AND CAP
BRASS
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
TEE BRANCH
SLOPE MIN. 1%
HINGE BRACKET
TING FLANGE
SLAB OR FOOTER
46"X 23"
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.
SERVICE LINE
SCH 40 PVC
45^ SANITARY TEE IN-LINE WYE
(SAME MATERIAL FITTING FOR NEW
AS MAIN) CONSTRUCTION OR
ROMAC-CB SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN.
SANITARY SEWER
MAIN
TYPICAL SEWER SERVICE CONNECTION DETAIL S
NO SCALE 29
REVISIONS
ra(NpgNl"�DESCRIPTION DATE
June/2015OU Ie o�• DATE
*E S _ CARRIAGE GLEN AMENITIES CENTER
ngineering, PLLC INE�.••'V?'' HARNETT COUNTY, NORTH CAROLINA PRELIMIARY - FOR REVIEW ONLY -
T. UpGY'„
110 Commerce Ave. *Southern Pines, NC 28387 9(910) 684-8126 *Cert. No. P-1275 ""' « p-17- 1 1 SHEET NO.
L I