HomeMy WebLinkAboutpg 8ISOMETRIC VIEW
W
A+A
9 "
X
B
5'
.0'
5.8'
'
5 0'*
HARNETT COUNTY, NORTH CAROLINA
PRELIMINARY
,
6.8'
,**
7'
0 0'
7 '
7 3'
.5'**
8'
0.0'
8.8'
7.3'
6.5'**
5'
2.0'
7. '
7.8'
5.0'
8.3'
8.1'
4.8'
5'
3.0' 1
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'
103'
.7'
3.4'
5'
5.
1 .8'
R Q'
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:
UTILITY STRIP
0.02 MIN.
0.08 MAX. )
-0.04 NOR
SECTION B -B
W
SIDEWALK
0.01 MIN.) "
0.02
A" 1AIME7 1A1U1= MAVCAACAIT
SECTION A -A
�- HANDICAP PARKING SIGN
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.
WHERE REQUIRED
PARKING SPACE LAYOUT DETAIL_
NOT TO SCALE
�.
SURFACE OF
'd, v..'1i.-v 'P.v 'P.•v. 'Iv.. •";.'v ..'u. v.. -c. v 'd.v
1/2 " JOINT WIDTH A IJOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
/ 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, . ?;. v::..C'.;v.., :•t�..T -; '•o.,? --',t..
..
°.•: , • -P••.. .. .. .. . .
WALL, ETC. / P'.:A.•' P':.d .• P: -e' P:.e .. P.: a• : •.
p : p.:v ::�. v..:
/ PROPOSED
a, v . a, a.
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 SIMILIAR 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 "Bn 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-___'/
REVISIONS Ouble
BY DESCRIPTION DATE
HCDPU COMMENTS 7-29-15 7-29-15 Q
eE
ngineering, PLLC
150 S. Page Street *Southern Pines, NC 28387 e (910) 684-8646 BCert. No. P-1275
i
Of
W
>
0
0
z
Z
c
SERVICE LINE
FROM STREET 00
VARIES
w
Q
METER SE
CENTERED
IN BOX
BRICK SU
a
V FROM EDGE OF ROW a
0
a
METER BOX LID, CAST IRON
METER TO BE INSTALLED
" X 18"
SS NIPPLE
3/4 Inch Gote Valve
Required on
Customer aide
WMIn 12 fiches of
the Moto Box
�•.-P.RV. Location down stream o�-off volve
METER SETTER WITH
DOUBLE CHECK VALVE
(BACKFLOW PREVENTER)
1. METER AND SERVICE LINE NOT 1N CONTRACT UNLESS SPECIFIED
2. INCLUDE STONE IN PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE.
TYPICAL 3/4" METER SETTER INSTALLATION DETAIL
NO SCALE
1/2- EXPANSION JOINT MATERIAL
EVERY 40.0' & AT ALL STRUCTURES
"
6x6 NO. 6 WELDED WIRE
MESH REINFORCEMENT
%"X'/."CONTRACTION JOINT
CONCRETE SIDEWALK DETAIL
SCALE NONE
V inside
3'-0"
MAX.
STOP AT R/W
PLUG ---
(DO
(DO NOT GLUE)
W
35"
32"
29"
17"
-- - -
I
L--------
V1 1/2" INSULATION MOUNTING FLANGE
40" X 17"
TOP VIEW
I
I I
j-
27.' 25 1 1
1 1 I 1
CAST IRON VALVE BOX
W/ CHARLOTTE HUB
BRASSOUT PLUG AND CAP
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4" SWEEP WYE
SCH 40 PVC
TEE BRANCH
SLOPE MIN. 1%
4._
- ew e 1
FRONT VIEW
BONDED FIBERGLASS
HINGE BRACKET
NG FLANGE
SLAB OR FOOTER
46"X 23"
HOT BOX DETAIL
NOTE:
EASEMENT SHALL BE PROVIDED FOR SERVICE
CONNECTION WHERE SERVICE CONNECTION IS PLACED
OUTSIDE OF RAN 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 2 9
I"
ANDERSON CREEK CLUB
MISCELLANEOUS DETAILS
DEC/2016
�TE
THE ACADEMY AMENITIES CENTER
' ••�
Hc1NE ��+ ,�^
°
HARNETT COUNTY, NORTH CAROLINA
PRELIMINARY
®_1
r U'°�
FOR REVIEW ONLY
SHEET N0.