HomeMy WebLinkAbout79.14 - Grading and Utilities Proposed Site PlanPARKING CALCULATIONS:
REQUIRED:
2,837 SF OF DENTIST/DOCTOR OFFICE
2,837 SF/100 SF = 28.4 OCCUPANTS
2'8371 E20F STORAGE (1/ 00) = 4.8 SPACES
SFACES
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]+[71(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.]+[71(5.5')(5.5')]
518+95.0=613
TOTAL CAPACITY =1,226 GPD 7 5vo f.AY-
3' PEASTONE OVER PIPE
LOCUS MAP
SCALE 1"=2083'
ASSESSORS MAP 79 PARCEL 14
LOCUS IS WITHIN FEMA FLOOD ZONE
ZONING SUMMARY
C
ZONING DISTRICT: R40
REQUIRED
PROVIDED
t
31,483 S.F.
MIN. LOT FRONTAGE 150'
150'
MIN. FRONT SETBACK 30'*
65.4'
LOCUS MAP
SCALE 1"=2083'
ASSESSORS MAP 79 PARCEL 14
LOCUS IS WITHIN FEMA FLOOD ZONE
ZONING SUMMARY
C
ZONING DISTRICT: R40
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
1
PROPOSED SITE
PLAN
IN
SOUTH YARMOUTH, MAI
3' MIN. PEASTONE r ,75'-1.5' DONEBUE
AND MIRAFl 14ONS I 99
FABRIC OVER STONE oo WASHED STONE #241 STATION AVE.
& DOWN SIDES OF TRENCH 3' 000�a�o
TRENCH CROSS SECTION A—A
I NTS
MIRAFl 14ON
ER PIPE FABRIC OVER
(TYp,) AND DO11N SIDE
:6114
3'X3' LEACHING TRENCH
BETWEEN STRUCTURES WHERE SHOWN
SEE TRENCH CROSS SECTION
DCE
H-20 RATED F&C
LeBARON L9268-3 H-20 OR EQUAL
MANHOLE FRAME AND COVERS
LABELED 'DRAIN'
DRILL (2) 1'0 HOLES IN COVER
11,01
6'-8 X 6'0
H-20 I
1000 GAL io
LEACHPIT
SHOREY OR EQUAL
3/4' — 1 1/2'
DOUBLE WASHED STONE
4' MIN. AROUND PIT
ADJUSTING BLOCKS/H-20 RISER
MORTAR ALL COMPONENTS
TOP STRUCTURES 2' ABOVE INVERTS LISTED
3' MIN. PEASTONE '
AND MIRAFl 140NS
FABRIC OVER STONE
& DOWN SIDES OF PITS
NOT TO SCALE
PROPOSED
1000 GALLON PRECAST
H-20 CATCH BASIN
6'OX6'-8' SHOREY SOLID
BASIN H-20 OR EQUAL
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED FINISHED GROUND SURFACE
/ tlr 6' LOAM & SEED UNLESS NOTED
H-20 RISER & BRICK LEVELING
COURSES SURROUNDED BY POURED IN PLACE
CONCRETE COLLAR
12"0 HOPES PIPE
+ ELBOW
OR SOLD
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.
E/t�7j61S
DATE
DANIEL A. OJALA, P.L.S., PE.
PREPARED FOR (OWNERS/APPLICANTS)
PAUL F. FITZGERALD
& PETER THEOHARIDIS
DATE: JUNE 13, 2008
PERMIT SET — NOT FOR CONSTRUCTION
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541 3 OF 3
fax 508 362-9880
down cape engineering, Inc.
Cl VIL ENGINEERS
LAND SURVEYORS
939 Main Street — YARMOUTHPORT, MASS.
07-220 SITE