HomeMy WebLinkAbout79.14 - Grading and Utilities Proposed Site Plan (2)DCE
PARKING CALCULATIONS:
REQUIRED:
2,837 SF OF DENTIST/DOCTOR OFFICE
2,837 SF/100 SF = 28.4 OCCUPANTS
(1SPACE/2 OCC.) * 28.4 OCCUPANTS= 14.2 SPACES
2,8371 SF OF STORAGE (1/600) = 4.8 SPACES
TOTAL: 19.0 USE 19 SPACES
PROVIDED:
20 SPACES INCLUDING 1 HANDICAP SPACE
SEPTIC SYSTEM REVIEW:
(2) DOCTOR X (250 GPD/DOCTOR) = 500 GPD
SYSTEM #1 (NORTH SIDE)
1,000 GAL. PIT W/ 1,000 GAL. LEACHING PIT
W/ 2.5' STONE ALL AROUND.
LEACHING=[(11'716')X2.5 GAL.]+[T7(5.5')(5.5')]
518+95.0=613
SYSTEM #2 (SOUTH SIDE)
1,000 GAL. PIT W/ 1,000 GAL. LEACHING PIT
W/ 2.5' STONE ALL AROUND.
LEACHING=[(11'716')X2.5 GAL.]+[11(5.5')(5.5')]
518+95.0=613
TOTAL CAPACITY =1,226 GPD (>500 OK)
3' PEASTONE OVER PIPE
3' MIN. PEASTONE
AND MIRAFl 14ONS
FABRIC OVER STONE
A
& DOWN SIDES OF TRENCH
3- o�000�
TRENCH CROSS SECTION A—A
I NTS
MIRAFl 14ON
(TYP.)
.75'-1.5' DOUG
WASHED STONE
H-20 RATED F&C
LeBARON LB268-3 H-20 OR EQUAL
MANHOLE FRAME' AND COVERS
LABELED "DRAIN
DRILL (2) 1'0 HOLES IN COVER
RISER
TOP STRUCTURES 2' ABOVE INVERTS LISTED
3' MIN. PEASTONE
AND MIRAFl 140NS
FABRIC OVER STONE
& DOWN SIDES OF PITS
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED FINISHED GROUND SURFACE
6" LOAM & SEED UNLESS NOTED
H-20 RISER & BRICK LEVELING
':. COURSES SURROUNDED BY POURED IN PLACE
CONCRETE COLLAR
C.12*0 HOPES PIPE
ELBOW
ALL FILL TO BE PLACED IN 6' LIFTS
AND COMPACTED TO 95% MODIFIED
PROCTOR DENSITY BY 10 TON MIN.
VIBRATORY ROLLER.ENGINEER TO INSPECT
ALL SITE WORK. CLEAN SAND FILL ONLY.
LOCUS MAP
SCALE 1"=2083'
6'-8"1 X 6'0
ASSESSORS MAP 79 PARCEL 14
H-20
A
1000 GAL
ZONING SUMMARY
LEACHPIT
SLOTTED H-20 00000°a°�
„ °
SHOREY OR EQUAL
RISER
TOP STRUCTURES 2' ABOVE INVERTS LISTED
3' MIN. PEASTONE
AND MIRAFl 140NS
FABRIC OVER STONE
& DOWN SIDES OF PITS
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED FINISHED GROUND SURFACE
6" LOAM & SEED UNLESS NOTED
H-20 RISER & BRICK LEVELING
':. COURSES SURROUNDED BY POURED IN PLACE
CONCRETE COLLAR
C.12*0 HOPES PIPE
ELBOW
ALL FILL TO BE PLACED IN 6' LIFTS
AND COMPACTED TO 95% MODIFIED
PROCTOR DENSITY BY 10 TON MIN.
VIBRATORY ROLLER.ENGINEER TO INSPECT
ALL SITE WORK. CLEAN SAND FILL ONLY.
LOCUS MAP
SCALE 1"=2083'
ASSESSORS MAP 79 PARCEL 14
LOCUS IS WITHIN FEMA
FLOOD ZONE
C
ZONING SUMMARY
Off 508-362-4541 3
ZONING DISTRICT: R40
1ADS
REQUIRED
PROVIDED
MIN. LOT SIZE
40,000 S.F.
31,483 S.F.
MIN. LOT FRONTAGE
150'
150'
MIN. FRONT SETBACK
30'*
65.4'
MIN. SIDE SETBACK
20
54.2'
MIN. REAR SETBACK
20'
60.8'
MAX. LOT COVERAGE
25%
9%
MAX. IMPERVIOUS COV.
70%
47.5%
MAX. BUILDING HEIGHT
35'
28'
*65' PER VARIANCE
GRADING & UTILITIES
PROPOSED SITE PLAN
IN
SOUTH YARMOUTH, MA
#241 STATION AVE.
PREPARED FOR (OWNERS/APPLICANTS)
PAUL F. FITZGERALD
& PETER THEOHARIDIS
DATE: JUNE 13, 2008
REVISED: JUNE 27, 2008
REVISED: MAY 5 2009 (PER SP. PERMIT)
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
N-12 OR EQUAL
I '.
Off 508-362-4541 3
OF 3
1ADS
fax 508 362-9880
3'X3' LEACHING TRENCH \
3/4" - 1 1/2' //
DOUBLE WASHED STONE /
PROPOSEDSECTIONAL PLATE
1000 GALLON PRECAST OR SOLD BOTTOM
H-20 CATCH BASIN
tHOFMAS
y>4P7' Sap
o`' yam
ZHOFMgSsy� ,
BETWEEN STRUCTURES WHERE SHOWN
DANIELA.
oma' DANIEL
N"
SEE TRENCH CROSS SECTION
4' MIN. AROUND PIT
6'0X6'-8' SHOREY SOLID
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down cape engineering inc.
BASIN H-20 OR EQUAL
"
CIVIL
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VN
OJALA
No. 46502
No. 40980
Cl l//L ENGINEERS
LAND SURVEYORS
DON
S39
DRAINAGE
SYSTEM DETAIL
9Main Street — YARMOUTHPORT,
MASS.
DAATETE DANIEL A. OJALA,
P.L.S., PE.
07-220 SITE PLAN.DWG