HomeMy WebLinkAbout83-1793 - 4 - Details 1SIDEWALK CONCRETE A L j
10:1 MAX. CONCRETE k 0
CONCRETE k
CURB TRANSITION
CURB TRANSITIO N� U
MIN 3'-6" CURB FACE
A EDGE OF ROADWAY
KVARIABLE TO
SLOPE OR FLA
12:1 �_-
Y
�-SURFACE COURSE
FOUNDATION
W
L
S.Y.
4'-0"
3'-6" +/-
5.2
SITE PLAN REVIEW COMMENTS
NMC
2
6'-0"
2'-0" +/-
7.2
7'-0"
l'-3" +/-
8.0
8'-0"
0'-0"
1 8.1
WHEEL CHAIR RAMPS
FOR SIDEWALK UP TO 8' WIDE
HANDICAP RAMP CONSTRUCTION NOTES
1.) RAMP SURFACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
SIDEWALK & HANDRAIL DETAILS.
2.) GRADE AREAS AS NECESSARY TO PROVIDE A GRADUAL TRANSITION
BETWEEN THE NEW RAMP GRADES AND THE ADJACENT EXISTING GRADES.
(ALL FINISHED GRADING SHALL SLOPE AWAY FROM THE BUILDING)
3.) SIDEWALKS THAT ABUT THE SIDEWALK AT THE BOTTOM OF THE RAMP SHALL BE
RE—GRADED AS NECESSARY TO PROVIDE A GRADUAL TRANSITION BETWEEN
THE NEW SIDEWALK GRADES AND EXISTING SIDEWALK AND SITE GRADES.
4.) THE NEW RAMPS SHALL HAVE ADEQUATE CROSS SLOPE TO PITCH WATER
AWAY FROM THE EXISTING BUILDING.
5.) THE LANDING AREAS AT THE TOP AND BOTTOM OF THE RAMP SHALL NOT
EXCEED A SLOPE OF 1:20.
6.) RAMPS SHALL NOT EXCEED A MAXIMUM LONGITUDINAL SLOPE OF 1:12 OR A
MAXIMUM CROSS SLOPE OF 1:20.
HYDRANT
FINISHED GRADE
CAST IRON VALVE
BOX AND COVER
UNDISTURBED yWAIRAIN
SIDE OF TRENCH 6" DI PIPE t:E
D CONC. THRUSTBLOCK°
I 299r, 1W i \-MJ RESTRAINTS
MEGALUG OR EQUAL
1/2 C.Y. OF CRUSHED PROVIDE 12" SQ. BY
STONE 6" ABOVE DRAIN 4" THICK CONC. BASE
HYDRANT DETAIL
NOT TO SCALE
GRASS I PARKING AREA
IN.
VARIES
1/4" /FT. MIN. SLOPE
SEE NOTE BELOW
FINISHED GRADE
R7-8
12"
RESERVED
PARKING
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10 go GALVANIZED STEEL
CHANNEL POST
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V A.
CONCRETE
NOTES:
1.) HANDICAP SPACES ADJACENT TO PAINTED AISLES SHALL
HAVE THE ADDITIONAL VAN ACCESSIBLE SIGN.
2.) EXISTING HANDICAP SIGNS MAY BE REUSED AT THE DISCRETION
OF THE ENGINEER.
HANDICAP SIGN AND FOOTING DETAIL
z
CONC. THRUST o
BLOCK
VALVE ANCHORING
TEE
N.T.S.
I FINISHED GROUND SURFACE
ADJUSTABLE
VALVE BOX
5"
MATCH EXISTING REVEAL
(7" TYP., 6" MIN.)
SURFACE COURSE 6 18"
BINDER COURSE a
SUBBASE
6„
NEW VERTICAL GRANITE CURBING
in J L� GATE VALVE/BUTTERFLY VALVE
DISTRIBUTION VALVE
- 4 -
a.o
a a
4a CONCRETE AGAINST
a a UNDISTURBED MATERIAL
WATER VALVE DETAIL
NOT TO SCALE
ROADWAY TRAVEL LANE
VARIES
1/4"/FT. MIN. SLOPE
f�
AIN
NEW PAVEMENT
11/2" BIT. CONC. SURFACE
2" BIT. CONC. BINDER
VARIES
1/4"/FT. MIN SLOPE
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GRASS
6" TOPSOIL)
NEW BITUMINOUS CURB -/
URB 6" TOPSOIL
12" RECLAIMED GRAVEL
NEW PAVEMENT 12" RECLAIMED GRAVEL OR MHD M1.03.0, TYPE C NEW BITUMINOUS CURB
1 1/2" BIT. CONC. SURFACE OR MHD M1.03.0, TYPE C
2" BIT. CONC. BINDER OR NEW GRAVEL IN AREAS OF PARKING LOT EXPANSION
NOTE: CROWN MAY BE ELIMINATED IN SOME AREAS TO DIRECT RUNOFF TO CATCH BASINS.
TYPICAL CROSS SECTION
N.T.S.
CONCRETE
VERTICAL GRANITE CURB
N.T.S.
NOTE:
REMOVE AND RESET EXISTING OR INSTALL NEW GRANITE
CURB WHERE SHOWN ON THE PLANS.
INSTALL NEW BITUMINOUS CONCRETE CURB WHERE SHOWN
ON THE PLANS.
LEVEL
TOP COURSE
BINDER COURSE BITUMINOUS CONCRETE
SUBBASE CURB (SEE DETAIL)
METHOD OF SETTING
BITUMINOUS CONCRETE CURBS
N
NOTES: N.T.S.
THE TOP COURSE SHALL BE INSTALLED TO LOCK THE BIT.
CURB IN PLACE, AFTER THE PROPOSED CURB HAS BEEN PLACED.
2" 4" 2"
6
� R=1"
1 1/2"
41NOUS CURB DETAIL
4.0'
6" GALVANIZED STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED YELLOW
CONCRETE FILLED HOLE
i
NEW PAVEMENT
3.0'
e'
BOLLARD DETAIL
N.T.S.
LOAM & SEED
MAX SLOPE
10 TO 1 (TYP.)
(6" MIN.)
_ 4' MIN.
VARIES
1" BIT. CONC. SURFACE
2" BIT. CONC. BINDER
BITUMINOUS SIDEWALK
1/4" PER FT.
0
CONCRETE COLLAR
c
PLAN
SURFACE 1
I_
�8"(MIN.)
CONCRETE COLLAR
SECTION
LOAM & SEED
�WIDTH VARIES)
6" MIN.)
I
8" MIN.
\--EXISTING GRAVEL SUBBASE RECOMPACTED
OR NEW GRAVEL AS DEEMED NECESSARY
BITUMINOUS CONCRETE SIDEWALK DETAIL
N.T.S.
12"
dq
r
4
PLAN
SURFACE
8"(MIN.) SLOPE SLOPE
r-l—v
USE BRICK COURSES AS
NEEDED TO BRING RIM TO
REQUIRED ELEVATION
MANHOLES
CONCRETE COLLAR
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PLAN
SURFACE
L �8"(MIN.)
--I 12"
CONCRETE COLLAR
SECTION
12
CONCRETE COLLAR
SECTION
CATCH BASINS
PLAN
SURFACE
-8"(MIN.)
V VIV\..I\L IL VVLL/'11\
SECTION
WATER SERVICE BOXES
DETAILS FOR RAISING CASTINGS
N.T.S.
4
07/13/07
CONSERVATION COMMENTS
HMC
3
06/28/07
SITE PLAN REVIEW COMMENTS
NMC
2
06/06/07
DRAINAGE IMPROVEMENTS
HMC
1
04/04/07
957. DESIGN
HMC
N0.
I DATE
DESCRIPTION
BY
PROJECT ADDRESS:
534 WINSLOW GRAY ROAD
SOUTH YARMOUTH, MASSACHUSETTS 02664
ASSESSORS MAP 59, PARCEL 44