HomeMy WebLinkAbout353 Whites Path - Site Plan 3TD
/ /F\ --A I I I I m
MID --CAPE HIGHWAY
LOCUS MAP
ASSESSOR'S MAP 110, PARCEL 8 '
ZONING DISTRICTS, B3 6 APD MIN FRONTAGE - 100'
MIN LOT AREA - 40000 S.F. MAX BUILDING HEIGHT - 35'
SETBACKS: FRONT - 30'. SIDE - !0', REAR - 30'
MAXIMUM BUILDING COVERAGE - 35xCATCH BASIN
�� p A T H
MAXIMUM LOT COVERAGE - 70x WHEN ARTIFICIAL RECHARGE 210. srte Ois uce ®RIM -98,52
98.7
OF EXCESS RUNOFF IS PROVIDED.
FLOOD ZONE X. PANEL 25001 CO583J DATED 7116114 BM. CATCH BASIN9. - - - - - - - - _ SITE o srAace -
� � \
99.6\ \
AREA CALCULATIONS: +99.1 -0-99.7 q \ \ 96.5
99. 8 _ 99. 6 -,NP. _ � v \ / � +\101\ 6 \+
-09. 7 PROPOSED �L ARRSSCAPED BEG - - _ 100 S PROPOSED.-CATOr P
TOTAL LOT AREA - 27.810± S.F. - 0.64± ACRES = �AROUN4 SIGN PLANTED WITH BASIN RIM -100.5
TOTAL BUILDING AREA - 5.000± S.F. - 18.09 OF SITE NATIVE SHRUBS AND IDR
TOTAL PARKING AND DRIVE - 13.3821 S.F. - 48.1% OF SITE ORNAMENTAL GRASSES,- N 84�7r25 E `\ `\
Op • - `\ CoQ +99.5
TOTAL IMPERVIOUS AREA - 18.382± S.F. - 66. lx OF SITE _ _ - `��
TWo POSTED - - - -
;0l.6 11WI
TE 5/GN ' ,02 5 PROPOSED CATCH \ \
PARKING CALCULATIONS: WITH RED AND ) 20 BUFFER BASIN AIM -IQ _ \\
BLACK LETTER`NG o 1301.4.91
INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - !0 PEOPLE PRoPosED LAWN`\
---- 10 \\
STORAGE USE. 3000 SF / 300 SF PER PERSON - l0 PEOPLE = Z4 \
TOTAL OCCUPANCY LOAD - 20 PEOPLE `2'
PROPOSED 1 O 1 P
{ WELL I •( `'\
I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- l0 SPACES REQUIRED _ , z eR
r• 2-1000 GAL PITS -%
TOTAL SPACES PROVIDED - l0 SPACES / ' \ /xI -',�-- oD! W/3' STONE AROUND 44' - 102.3
I'
102.2 \ I m PROPOSED+ 02.2
\ II LIGHT (TYP)
�1 I
02.2 +102.2
1 �
\Ory --�I lol.9�
GarE m ,02.1
GENERAL NOTES:
11 ll
+101.9 \ n
I. PROPERTY LINE INFORMATION WAS COMPILED FROM
\ o A
AVAILABLE PLANS AND DEEDS OF RECORD AND DOES co
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
\ � a
2. VERTICAL DATUM 15 ASSUMED. FOR BENCH MARKSK
\ PROPOSED BUILDING H
SET, SEE SITE PLAN. THREE BAYS _
J. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
TO BE CONTAINED ON SITE.
6. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
10. D -BOX IS TO BE WATER TESTED TO CHECK FOR LEVEL.
11. BEFORE CONSTRUCTION CALL -DIG-SAFE'.
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
EXISTING
BUILDING
+ 102.2
FL- 103-0
X11 SII+102
HOLDING
f�
TANK
HOLDING TANK NO TES :
1. HOLDING TANK SHALL 8E H-20 PRECAST CONCRETE
+ 102. 5
PIT DATA a
0
m
a T
50' A m
PROPOSED
LIGHT (TYR)
0•V
DO�A'9AOUT
12' PE O 2-8' DIAM x 6' DEEP PITS +10f.5
PROPOSED PAVED 0 102.9 W/4' STONE AROUND
pARKINO AREA
PROPOSED 3' CALIPER ' - -
TREE AT 20' OC IN BUFFER \
ALTERNATE SPRUCE AND BIRCH
I
.a T PROPOSED CATCY )
a m. BASIN RIM,4e2.0
A 110'x 20' PROPOSED 3' CALIPER
i ) (TYR) TREE AT 20' OC IN BUFFER
ALTERNATE SPRUCE AND BIRCH
1500 GALLON
2 COMPARTMENT
SEPTIC TANK
Q';.
+ 103.3 102. A
+102.9/' D2 LOT 5 j
\\\ +ra2.e
I 11• 27.810+ S.F. _
I D -Box O)
.... PROPOSED GRAVEL- y-
--------
STORAGE AREA - -
2-500 GALLON::':
LEACHING CHAMBERS
W/4STONE AROUND
TPe2
VENT 11 12.8'...1 / - - - - - - STONE LINED
/ ORAINAOE SWALE 10'
TPZI
y', a /•
1L - --/_,_-{ p6.76 PROPOSED 3' CALIPER---'
-
• Y S IO' BUFF Ea R TREE AT 20' GC IN BUFFER
4.41 I
+103.4 I/ -23;30 vw ALTERNATE SPRUCE AND BIPCH
104.6
/ ST ----------------
+106.0
---------
I /
II // +106.0
RA ROAD
+104.1
ACCESS COVERS MUST
f�
INVERT ELEVATIONS:
HOLDING TANK NO TES :
1. HOLDING TANK SHALL 8E H-20 PRECAST CONCRETE
DESIGN CRITERIA:
PIT DATA a
9" MINIMUM.
6' CRUSHED STONE
TO BE LOCATED INSIDE OF
THRU BUILDING IN
ACCORDANCE WITH
BE TO FINISH GRADEINVERT
3' MAXIMUM COVER
AT BUILDING:
102.0
DESIGN FLOW:
FIRST 2' TO
FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH
INVERT IN SEPTIC TANK:
100.65
FACTORY. INDUSTRIAL AND STORAGE USE
BE LEVEL
MIN 2' OF PEASTONE
INVERT OUT SEPTIC TANK.
100.4
3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD
THE BOARD OF HEALTH
PROPOSED SPOT ELEVATION
INVERT IN DIST. BOX:
100.27
/000 SF OFFICE x 75 GPD/I000 SF - 75 GPD
ir
3/4" - I I/2" DIA.
INVERT OUT DIST. BOX:
100.1
TOTAL FLOW - 300 GPD
0 0 e 100.4 I p,/ 2' H-20 4"
DOUBLE WASHED STONE
INVERT IN LEACH CHAMBER:
100.0
__-ALL INLET. VENT AND
. Das BAFFL !00.27 $ 100.0 0 98.0
FILL
FILL
98.0
SEPTIC TANK REQUIRED: 2 COMPARTMENT
low 0 soo O
2, A PUMPING CONTRACT WITH A LICENSED SEPTIC
BOTTOM OF LEACH CHAMBER:
28' - - - - - - - - - - - - - -- IOf,7
300 G.P.D. X 200% - 600 GAL. 1st COMP
3 OUTLET 2-500 GAL LEACHING CHAMBERS
r
PROVIDED WI TH FACTORY
ADJUSTED GROUND WATER:
N/A
G.P.O. X /00% - 300 GAL. 2nd COMP
.0300
D -BOX W/4' STONE AROUND. 12.8'1 x 25'1 x
2'd
OBSERVED GROUND WATER:
N/A
SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP
1500 GAL H-20
2 COMPARTMENT H-20
BOTTOM OF TEST HOLE #1:
94.0
INSTALLATION.
SEPTIC TANK 6" CRUSHED STONE OR
SOIL ABSORPTION SYSTEM REQUIRED:
COMPACTED BASE
C I MEDIUM IOYR
C I MED! LSA IOYR
DESIGN PERC RATE ( 5 MIN/INCH
PROFILE : Nor TO SCALE
3 OPERATION AND MAINTENANCE OF THIS SYSTEM
SAND 7/3
SAND 7/3
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
300 GPD / 0.74 GPD/SF - 405 S.F. REQUIRED
PROVIDED: 2-500 GAL LEACHING CHAMBERS
W/4' STONE AROUND. A-471 S.F.
471 S.F. x 0.74 - 348 G.P.D.
32" DIAM HEAVY DUTY
TOTAL NITROGEN LOADING ALLOWED BASED ON LOT
CAST IRON GASKETED COVERS
SIZE - 27.810 S.F.110.000 X 1/0 - 305 GPD
TO FINISH GRADE,
NITROGEN LOADING PROPOSED - 300 GPD OK
4 •-
f�
VENT TO BE ROUTED
HOLDING TANK NO TES :
1. HOLDING TANK SHALL 8E H-20 PRECAST CONCRETE
SOIL TEST
PIT DATA a
-W-
6' CRUSHED STONE
TO BE LOCATED INSIDE OF
THRU BUILDING IN
ACCORDANCE WITH
NON -HAZARDOUS 1500 GALLON WASTE WATER TANK
INDICATES
PERCOLATION
y INDICATES
OBSERVED
GAS LINE
®
�1 STATE AND tocat
FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH
TEST
_ GROUNDWATER
H 20 PRECAST NON -HAZARDOUS 1500 GALLON
-T-
PLUMBING CODES
FLOAT SWITCH SET AT #/. INTERIOR TANK AT 75X CAPACITY
EXISTING SPOT ELEVATION
OF THE HOLDING TANK TO
THE BOARD OF HEALTH
PROPOSED SPOT ELEVATION
WASTE WATER TANK BY ACME PRECAST CO.
AND #2: BETWEEN THE TWO TANKS AS CLOSE TO THE BOTTOM
TP =I
ry •2
AND MASS DEP.
AS POSSIBLE.
0" HORIZON TEXTURE COLOR 104.0
0' HORIZON TEXTURE COLOR 104.0
__-ALL INLET. VENT AND
FILL
FILL
-
ELECTRICAL HOLES TO BE
2, A PUMPING CONTRACT WITH A LICENSED SEPTIC
J2' ---'---"-"-"" 101.3
28' - - - - - - - - - - - - - -- IOf,7
'n
^
PROVIDED WI TH FACTORY
CONTRACTOR IS REQUIRED FOR THIS HOLDING TANK
PERC RATE: ( 2 MIN/INCH
INDUSTRIAL WASTEWATER
3 xsx "PACITY
INSTALLED BOOTS.
HOLDING TANK
INSTALLATION.
°EAX
C I MEDIUM IOYR
C I MED! LSA IOYR
DETECTION DEVISE
3 OPERATION AND MAINTENANCE OF THIS SYSTEM
SAND 7/3
SAND 7/3
4 •-
REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH
■
CONCRETE BOUND FOUND
WATER ALARM SOUNDS (75x
CAPACITY). CONTROL PANEL
-W-
6' CRUSHED STONE
TO BE LOCATED INSIDE OF
BUILDING.
so"
OR COMPACTED BASE
-G--
GAS LINE
®
CATCH BASIN
4. ENGINEER TO INSPECT AND
CERTIFY THE INSTALLATION
- OHW
H 20 PRECAST NON -HAZARDOUS 1500 GALLON
-T-
UNDERGROUND TELEPHONE LINE
4-40.4
EXISTING SPOT ELEVATION
OF THE HOLDING TANK TO
THE BOARD OF HEALTH
PROPOSED SPOT ELEVATION
WASTE WATER TANK BY ACME PRECAST CO.
RUNOFF DIRECTION
NO NATER NO WATER
120' 94.0 1?0' 94.0
AND MASS DEP.
INNER TANK IS A 1500 GALLON MONOLITHIC TANK
OUTER TANK IS A 2500 GALLON H-20 TANK.
DATE: , 2015
TEST BYY:: SSTEPTEPHEN HAAS
TANKS TO BE FACTORY WATERPROOFED
WITNESSED BY: ANY VONHON£
PERC RATE: ( 2 MIN/INCH
INDUSTRIAL WASTEWATER
HOLDING TANK
+102.6
8" H2O CAST IRON
FRAME AND GRATE
CLAY BRICK LEVELING COURSE
MORTARED IN PLACE
1 "DIA VENT
CLEANOUT 12" HDPE PIPE
TEE TO LEACHING PIT
° Z H-20 SOLID
N� CATCH BASIN
v
H-20 CONC SLAB
6' DIAM - 1 W/12 DIA LEACH HOLE
CATCH BASIN
DETA IL
NO SCALE
8" MIN, H2O CAST
CLAY BRICK LEVELING COURSE IRON -FRAME AND COVER
MORTARED IN PLACE WITH 1' VENT
4" MIN. PEASTONE TO FINISH GRADE
I / /- 4 A41L POLY
I/4 /rr-� 0
FROM BASIN
MORTAR ALL °
rl
JOINTS LEACHING
3/4"-11/2" WASHED BASIN
STONE ALL AROUND (H-20)
SEE PLAN
SEE PLAN
LEACHING BASIN
DETA I L
NO SCALE
TYPE l-1 BITUMINOUS CONCRETE
1 1/2" BINDER COURSE. 1 1/2" TOP COURSE
> > 8.5" DENSE GRADED CRUSHED STONE
OR 12" GRAVEL BASE
PAVEMENT DETAIL
NO SCALE
S l TE PLAN OF LAND
373 WH I TES PATH . MAP l l O . PARCEL 8
SOUTH YARMOUTH. MA.
PREPARED FOR:
ROBERT B. OUR I l l
P.O. BOX 115. CENTERVILLE. MA 02632
SCALE : I - - 20 MAY 28 . 2015
REVISED: AUGUST 19, 2015
STEPHEN A. HAAS
ENGINEERING, INC
P.O. Box 16
South Denn i s , MA 02660
( 508 ) 362-81.32
\t/
JOB NO: 15-002
LEGEND
■
CONCRETE BOUND FOUND
®
WATER GATE
-W-
WATER L I NE
O
HYDRANT
O
GAS GATE
-G--
GAS LINE
®
CATCH BASIN
--o
UTILITY POLE W/ GUY WIRE
- OHW
OVER HEAD WIRES
-T-
UNDERGROUND TELEPHONE LINE
4-40.4
EXISTING SPOT ELEVATION
EXISTING CONTOUR
40.40
PROPOSED SPOT ELEVATION
E-
RUNOFF DIRECTION
8" H2O CAST IRON
FRAME AND GRATE
CLAY BRICK LEVELING COURSE
MORTARED IN PLACE
1 "DIA VENT
CLEANOUT 12" HDPE PIPE
TEE TO LEACHING PIT
° Z H-20 SOLID
N� CATCH BASIN
v
H-20 CONC SLAB
6' DIAM - 1 W/12 DIA LEACH HOLE
CATCH BASIN
DETA IL
NO SCALE
8" MIN, H2O CAST
CLAY BRICK LEVELING COURSE IRON -FRAME AND COVER
MORTARED IN PLACE WITH 1' VENT
4" MIN. PEASTONE TO FINISH GRADE
I / /- 4 A41L POLY
I/4 /rr-� 0
FROM BASIN
MORTAR ALL °
rl
JOINTS LEACHING
3/4"-11/2" WASHED BASIN
STONE ALL AROUND (H-20)
SEE PLAN
SEE PLAN
LEACHING BASIN
DETA I L
NO SCALE
TYPE l-1 BITUMINOUS CONCRETE
1 1/2" BINDER COURSE. 1 1/2" TOP COURSE
> > 8.5" DENSE GRADED CRUSHED STONE
OR 12" GRAVEL BASE
PAVEMENT DETAIL
NO SCALE
S l TE PLAN OF LAND
373 WH I TES PATH . MAP l l O . PARCEL 8
SOUTH YARMOUTH. MA.
PREPARED FOR:
ROBERT B. OUR I l l
P.O. BOX 115. CENTERVILLE. MA 02632
SCALE : I - - 20 MAY 28 . 2015
REVISED: AUGUST 19, 2015
STEPHEN A. HAAS
ENGINEERING, INC
P.O. Box 16
South Denn i s , MA 02660
( 508 ) 362-81.32
\t/
JOB NO: 15-002