HomeMy WebLinkAbout327 Whites Path - Grading & Drainage PlanGENERAL NOTES:
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER 5EPTIC SYSTEM
UNLESS H-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN-
LE55 CONSTRUCTED A5 SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING.
C.) CONTRACTOR SHALL BE RESPON5IBLE FOR VERIFYING THE LOCATION OF ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK.
DRAINAGE NOTES:
1 .) ALL PROPOSED CATCH BASINS AND TRENCHING ACROSS PARKING AREA SHALL BE
BACKFILLED IN SIX (G) INCH LIFTS, COMPACTED WITH A VIBRATORY COMPACTOR.
2.) THE LEACHING PITS SHALL BE SET FULLY INTO CLEAN SAND. ENGINEER SHALL BE
NOTIFIED, PRIOR TO SETTING ANY COMPONENT, IF THE 501L CONDITIONS
ENCOUNTERED ARE NOT CLEAN SAND.
4.) ALL C.I. FRAMES, JOINTS, AND SEALS FOR DRAINAGE COMPONENTS SHALL BE
FINISHED WITH MORTAR CEMENT.
INSPECTION NOTE:.
PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM
NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
RIM EL— 43.0 24"x24" CAST IRON FRAME AND GRATE 24"x24" CAST IRON FRAME AND COVL=R
RAISED TO GRADE RAISED TO GRADE
4" HIGH FRAME -
PITCH PAVED PARKING
4 1vIIL POLYETHIIENE
•ti > :.r _ _ _ t..... -_-_-_- G'LAYEROF 1/3"- 1/2"5TONE
12" DIAM. HDPE PIPE L 12" DIAM. HDPE - — —
(TYPICAL) @ 0% SLOPE TO (TYPICAL)
CENTER OF CATCH BASIN AT 0% PITCH TO PITS
7.
5.0 2.0 _ — 6.0' _ _ 3/4" - 1-1/2" 57 ONE
1000 Gallon acv 30
Solid Catch ba51n 12.0'
USE 5CB-600-H-20 12' X 61
A5 MANUFACTURED BY 5HOREY OR EQUAL Leach Fit
t
AS MANUFACTURED BY 5HOREY OR EQUAL
nFTAII C)F CATCH BASIN WITH LEAChING PITS)
PLAN
SCALE I "=30'
THIS AREA IS SERVED
BY TOWN WATER.
x 45.0
Map 109, Parcel 93.2
Vacant Land
PROPERTY IS LOCATED IN THE ZONE II
OF A PUBLIC WATER SUPPLY
0 30 GO 90
SCALE 1 "=30'
NOT TO SCALE
G:LAutocad 2005Uand Project5 2005\2005Drawmg5\Fanara4743\4743PROP05ED.parkmg.dwg
U
44.4
ZONING CLASSIFICATION
13-3(13U51NE55)
MINIMUM AREA
40,000 5F
MINIMUM FRONTAGE
100 FEET
FRONT YARD SETBACK
30 FEET
SIDE YARD SETBACK
10 FEET
REAR YARD SETBACK
30 FEET
MAXIMUM BUILDING COVERAGE 15%
MAXIMUM BUILDING HEIGHT
35 FEET
MAXIMUM SHAPE FACTOR
22
COVERAGE
MAXIMUM BUILDING COVERAGE
15%
LOT AREA
47,878 5F
EXISTING BUILDING COVERAGE
TOWER FOOTINGS (3)
8E7 SF
MECHANICAL BUILDING
1,020 5F
PROPOSED BUILDING
4,000 5F
PROPOSED DUMP5TER PAD
100 SF
TOTAL SQUARE FEET
5,987 SF
BUILDING COVERAGE % 5,987
= 12.5%
47,878
MAXIMUM LOT COVERAGE'
70%
PROPOSED PARKING
18,308 Sr
PROPOSED BUILDING
4,000 SF
EXISTING MECHANICAL BLDG
1,020 SF
EXISTING CELL TOWER
867 SF
PROPOSED DUMP5TER PAD
100 5F
PROPOSED FOOL 4 APRON
1, 104 5F
TOTAL SQUARE FEET
25,489 51'
LOT COVERAGE % 25,489
= 53.2%
47,878
'NUMBER BASED ON OCCUPANT PROVIDING
ARTIFICIAL RECHARGE FOR EXCESS RUN-OFF
PARKING DESIGN
NUMBER OF OCCUPANTS IN 4,000 S.F.
BUILDING PER MASS. STATE BUILDING
CODE TABLE 1008. 1.2: INDUSTRIAL AREA5
100 5.F. FLOOR AREA/ OCCUPANT (OC)
4,000 5. F.! 100 S. FJ OC= 40 OCS
YARMOUTH REGULATION I SPACE/ 2 005
40 005'(I SPACE/ 2 OGS)= 20 SPACES
SPACES PROVIDED= 21
1 SPACE PROVIDED FOR ACCESS
TO MECHANICAL BUILDING