HomeMy WebLinkAbout7 Commercial Street - Site PlanZONING BYLAW WAIVERS REQUIRED
40B COMPREHENSIVE PERMIT
1. BUILDING #1- 7' TO 20' PROPERTY LINE SETBACK FOR BULKHEAD, S.203.5A
2. BUILDING #2- 8' TO 30' PROPERTY LINE SETBACK FOR DECK, S.203.5A
3. WAIVER OF 6' FOR 20' BUFFER FOR 8 CAR PARKING AREA TO STREET LINE, S.301.4.4
4. WAIVER OF 21,476 s.f. TO 40,000 s.f. LOT SIZE REQUIREMENT (ACTUAL LOT SIZE- 36,243 s.f.
EFFECTIVE AREA FOR RESIDENTIAL USE 18,524 s.f. S.203.5.0
5, WAIVER OF 73' TO 100' SETBACK TO RESIDENTIAL SINGLE FAMILY DWELLING, S.402.6.7
TEST HOLE LOG
TEST BY CHRIS WICKSON, S.E. DAVID FLAHERTY, JR.
EAST CAPE ENGINEERING. INC. TOWN OF YARMOUTH
HEALTH DEPARTMENT
TEST DATE 03/03/04
ELEV )
T.H. 7f 2 (ELEV.)
0.00• mx 0.00• XX.X
0.83' MX
LOAMY SAND
NN 1.33' xx.X 1.17' xx.X
LOAMY SAND
2.50' XX,X
Y.
MEDIUM FINE SAND .lC'
,1'07 12.00'
No WATER EN000NTERED No WATER ENCOUNTERED
GENERAL NOTES:
DESIGN: (4BEDROOM
) 2 BEDROOM (UNITS
SEPTIC TANK VOLL WJ
PROFILE OF PROPOSED SOIL ABSORPTION SYSTEM
9 -OUTLET
DISTRIBUTION BOX -
- 500 GALLON LEACHING DRYWELLS -
BLDG #1: 24'f INSTALL RISERS & COVERS TO ,
TOP OF FOUNDATION WITHIN 8' OF FINISHED GRADE 37'±
ELEVATION 24.0'BLDG #2: 39't ABOVE INLET AND OUTLET 35'± -
ACCESS PORT'S.
BUILDING
UNITS 2- OF 1/8- TO 1-1/2-
FINISH GRADE PROVIDE RISER do COVER WITH VALVE BOX WASHED STONE (TYP.)
ENCLOSURE AT FINISH GRADE TO
ALLOW SAMPLING OF EFFLUENT FROM
9" MIN. COVER DISTRIBUTION BOX. PROVIDE RISER & COVER
3' MAX. COVER FINISH GRADE TO WITHIN 6" OF FINAL GRADE
IN
BLDG #1 ' MAX. COVER
22.25' 9" MIN. COVER
ELEV. 21.75 3"
PROPOSED 21.50' IN --�
ELEV. 2000 GALLON OUT
BLDG #222.50' (H-20) SEPTIC TANK ELEV.
ELEV. i 21.00' 20.83'
OUTLET TEE
ELEV. ELEv.
THE OUTLET TEE IS TO BE INLET TEE (16 MIN.)
FITTED WITH A GAS BAFFLE. (10- MIN.) PROVIDE 6" COMPACTED
AND EFFLUENT TEE FILTER. GAS BAFFLE CRUSHED STONE BENEATH
DISTRIBUTION BOX
USE ZABEL MODEL A -100 -8x18 -VC
EFFLUENT TEE FILTER OR
APPROVED EQUIVALENT. ti
880 GALLONS PER DAY (200X) - 1,760 GALLONS REQUIRED
INSTALL 2,000 GALLON H-10 SEPTIC TANK
LEACH FACRJIV.
PM RATE: < 2 WN/W.
FLOW RATE: 8 BEDROOMS AT 110 GALLONS PER BEDROOM - 880 GALLONS PER DAY
BOTTOW (57ft.)(16ft.)- 912s.f.(0.74)- 674 GALLONS PER DAY
SKWWALL: 2(57ft.+16ft.)2- 292s.f.(0.74)- 216 GALLONS PER DAY
TOTAL: 1,204a.f. 890 GALLONS PER DAY
INSTALL: (1) 57.0' x 18.0' x 2.0' SOIL ABSORPTION SYSTEM USING 500 GALLON
1. DATUM (MS.)t TAKEN FROM DENNIS QUADRANGLE MAP
2. MUNICIPAL WATER IS AVAILABLE
3. PIPE PITCH: 1/4" PER FOOT MINIMUM
4. MINIMUM GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES: (0.75) FT.
5. THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE GRINDERS.
6. CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION (1 -888 -DIG -SAFE)
7. ALL UNSUITABLE MATERIAL WITHIN 5 FT. IN ALL DIRECTIONS FROM THE LEACHING FACILITY SHALL BE REMOVED & REPLACED
.WITH CLEAN, MEDIUM SAND.
8. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM. OF MASS. STATE ENVIRONMENTAL CODE TITLE 5.
9. NO KNOWN WELLS PROVIDING WATER FOR HUMAN CONSUMPTION ARE KNOWN TO EXIST WITHIN 100' OF PROPOSED SOIL
ABSORPTION SYSTEM.
10. THIS SITE PLAN IS INTENDED FOR SEWAGE SYSTEM DESIGN PURPOSES ONLY. UNDER NO CIRCUMSTANCES ARE BEARINGS,
DISTANCES, OR FEATURES SHOWN TO BE USED
TO ESTABLISH PROPERTY LINES.
11. DESIGN LOADING FOR ALL PRECAST UNITS: AASHTO H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4FT. OR MORE OF SOIL COVER.
12. COORDINATE LOCATION OF HYDRANT WITH THE FIRE DEPARTMENT
STORMWATER COLLECTION & RECHARGE SYSTEM DETAIL
DRIVING ac PARKING SURFACE
1" BITUMINOUS SURFACE COURSE
CAST IRON RISERS do COVERS INSTALL CATCH BASIN GRATES 2" BITUMINOUS BINDER COURSE
TO FINISH GRADE O ELEVATION - 21.4'
PITCH PAVEMENT SURFACE
TO BASIN GRATES
FINISH GRADE
'r
r
10" H-20 HANCOR Hi -Q
PIPE OR EQUIVALENT
PITCH: MIN. 1/4' PER FOOT
4'DIA x 4'DEEP
SOLID CATCH
BASIN/SEDIMENT
TRAP
x ter' 'STRUCTURAL FILCl%' r•
PITCH 1/4- PER FOOT
i
4'DIA x 4'DEEP
SOLID CATCH
BASIN/SEDIMENT
TRAP
OF CRUSHED STONE
PROPOSED
2" WATER
SERVICE
0 0
o O o
DRAINAGE
0 0 0
Spr
0 0 0
�• •:
•ti•
o o
t
0 0 0
D o c
. c o I
SURFACE
CONTOUR
PROPOSED
SURFACE
WATER
0 0 0:
,'�
OF FLOW
0 0,
'(TYp.)�
,
c c o
MA
0 0 0
"
BFT, x OFT. PRECAST
CONCRETE LEACHING
C= cm
BASIN (H -20)x,
C3 cmm
10'-0- (TYP.)
10" H-20 HANCOR Hi -Q
PIPE OR EQUIVALENT
PITCH: MIN. 1/4' PER FOOT
4'DIA x 4'DEEP
SOLID CATCH
BASIN/SEDIMENT
TRAP
x ter' 'STRUCTURAL FILCl%' r•
PITCH 1/4- PER FOOT
i
4'DIA x 4'DEEP
SOLID CATCH
BASIN/SEDIMENT
TRAP
OF CRUSHED STONE
/INVERT INTO CHAMBER
ELEV.-20.00' (TYP.)
57' X 16' X 2'
i
BOTTOM OF SYSTEM
ELEV.-18.00'
f
EXISTING SEPTIC SYSTEM '
(APPROXIMATE LOCATION)
SEE 51TE AND SEWAGE
PLAN DATED 7-12-97
pP / D
� \
of I �
/ loll
�/ SIGN
/ 1 \ L
i
/
/ \
\3 �_
aQ / 36, 243 5q, ft. t A \� I
%
\0
/ 0.83 acres \
/
\ \ ` EX15TING PAVED
DRIVEWAY AND /��
\` 2 PARKING/
\ \/.111
'' \ 0
/ , \ \0 75
UTILITY PROPOSED BITUMINOUS
�2 POLE PARKING AREA
(� (TYP.) /
j `x(� PI20POSGG
PROPOSED 57'x 16'xV 501L .01:P,
�/ / \A�'y 11, E�
ABSORPTION SYSTE / ? '
WITH 500 GALLON
LEACHING DRYWELLS a ��•�i"f"�' � ` �� PROPOSED CATCH BASINS
` TOP OF GRATE @ 21.4
41
° PROPOSED 2000 GALLON
�+ .•.� �� ••,.• �- ' ''`� .� %,��-\: (H-20) SEPTIC TANK
"/' •',�' .•.,. ° �IM, :\
;�, i. • fi 1 . W (\ i'ROC'OSFD
,y ao 23 sAr % TRPROPOSED SUBSURFACE .
k� \ . o "� \ DRAINAGE PIT
V. N �q ✓` `t� \ (SEE',DETAIL)
° �L PROVIDE CONCRETE
'SCRATCH PAD OVER /
ELECTRIC SERVICP-10'
EITHER SIDE OF -WATER
•c� �� SERVICE clmeNSSING
x 0�ro 6 \
\3 c\ a a
0x #V 11 F!� �\ BENCHMARK
Z � PROP. O' TOP OF CONCRETE /
a� °T N \\ HOUND; EL - 21.04r
PROPOSED 6 -OUTLET
DISTRIBUTION BOX
UL EA
PLAN
SCALE: 1"=,30'
LEGEND
UNE TYPES STRUCTURES
PROPOSED UNDERGROUND 0
E PROPOSED CLEANOUT TO GRADE
ELECTRIC SERVICE C.O.
STORMWATER COLLECTION
8c RECHARGE SYSTEM NOTES
I
DESIGN IS BASED ON A 25 YEAR STORM, 1 HOUR INTENSITY
USING THE RATIONAL METHOD. (SEE DESIGN SHEET)
1. ALL SURFACE DRAIN IGE IS TO BE OVER THE PAVEMENT SURFACE
8t CONTAINED BY BERMS OR CURBING.
2. ROOF RUNOFF FROM TALL PROPOSED BUILDINGS IS TO BE CONTAINED
BY GUTTERS AND DOWNSPOUTS AND DIRECTED TO SEPARATE
SUBSURFACE DRYWELLS OR STONE TRENCHES ALONG THE ROOF
DRIP LINE.
I
W
PROPOSED
2" WATER
SERVICE
0 0
o O o
DRAINAGE
0 0 0
Spr
0 0 0
�• •:
"
o o
•
0 0 0
D o c
. c o I
SURFACE
CONTOUR
PROPOSED
SURFACE
WATER
0 0 0:
,'�
OF FLOW
0 0,
0 0 C
,
c c o
0 0 0
C= cm
C3 cmm
/INVERT INTO CHAMBER
ELEV.-20.00' (TYP.)
57' X 16' X 2'
i
BOTTOM OF SYSTEM
ELEV.-18.00'
f
EXISTING SEPTIC SYSTEM '
(APPROXIMATE LOCATION)
SEE 51TE AND SEWAGE
PLAN DATED 7-12-97
pP / D
� \
of I �
/ loll
�/ SIGN
/ 1 \ L
i
/
/ \
\3 �_
aQ / 36, 243 5q, ft. t A \� I
%
\0
/ 0.83 acres \
/
\ \ ` EX15TING PAVED
DRIVEWAY AND /��
\` 2 PARKING/
\ \/.111
'' \ 0
/ , \ \0 75
UTILITY PROPOSED BITUMINOUS
�2 POLE PARKING AREA
(� (TYP.) /
j `x(� PI20POSGG
PROPOSED 57'x 16'xV 501L .01:P,
�/ / \A�'y 11, E�
ABSORPTION SYSTE / ? '
WITH 500 GALLON
LEACHING DRYWELLS a ��•�i"f"�' � ` �� PROPOSED CATCH BASINS
` TOP OF GRATE @ 21.4
41
° PROPOSED 2000 GALLON
�+ .•.� �� ••,.• �- ' ''`� .� %,��-\: (H-20) SEPTIC TANK
"/' •',�' .•.,. ° �IM, :\
;�, i. • fi 1 . W (\ i'ROC'OSFD
,y ao 23 sAr % TRPROPOSED SUBSURFACE .
k� \ . o "� \ DRAINAGE PIT
V. N �q ✓` `t� \ (SEE',DETAIL)
° �L PROVIDE CONCRETE
'SCRATCH PAD OVER /
ELECTRIC SERVICP-10'
EITHER SIDE OF -WATER
•c� �� SERVICE clmeNSSING
x 0�ro 6 \
\3 c\ a a
0x #V 11 F!� �\ BENCHMARK
Z � PROP. O' TOP OF CONCRETE /
a� °T N \\ HOUND; EL - 21.04r
PROPOSED 6 -OUTLET
DISTRIBUTION BOX
UL EA
PLAN
SCALE: 1"=,30'
LEGEND
UNE TYPES STRUCTURES
PROPOSED UNDERGROUND 0
E PROPOSED CLEANOUT TO GRADE
ELECTRIC SERVICE C.O.
STORMWATER COLLECTION
8c RECHARGE SYSTEM NOTES
I
DESIGN IS BASED ON A 25 YEAR STORM, 1 HOUR INTENSITY
USING THE RATIONAL METHOD. (SEE DESIGN SHEET)
1. ALL SURFACE DRAIN IGE IS TO BE OVER THE PAVEMENT SURFACE
8t CONTAINED BY BERMS OR CURBING.
2. ROOF RUNOFF FROM TALL PROPOSED BUILDINGS IS TO BE CONTAINED
BY GUTTERS AND DOWNSPOUTS AND DIRECTED TO SEPARATE
SUBSURFACE DRYWELLS OR STONE TRENCHES ALONG THE ROOF
DRIP LINE.
I
W
PROPOSED
2" WATER
SERVICE
Dpr
PROPOSED
DRAINAGE
LINE
Spr
PROPOSED
4" SEWER
LINE
--------22 ----
EXISTING SURFACE
CONTOUR
---o- 22 -
PROPOSED
SURFACE
CONTOUR
PROPOSED
SURFACE
WATER
DIRECTION
OF FLOW
21.6
PROPOSED
SPOT ELEVATION
X
East Cape Engineering, Inc.
f, CIVIL ENGINEERS .
IJJ40 S'JRVEYOIS
# 4.4 Route 28. Orleans,', Mass.
(508) 255-7120
SITE PLAN
SANITARY SUBSURFACE SEWAGE
DISPOSAL SYSTEM
de SITE DRAINAGE
LOCATION:
1265 ROUTE 28
So. YARMOUTH, MA
PREPARED FOR:
RIVER LANDING
APARTMENTS
1285 REALTY TRUST
1
2
3
No.
Revision/Issue
Date
Project. Sheet
JOB# 01-200
Date
05-18-05 1 OF 1
Scale
AS NOTED