HomeMy WebLinkAboutSite Plan Review - 3/12/2019OHE __ — OHE --- OHE
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OHE OHFp LE#32 E OHE
OHE OHE �tiF
OHE ---`_— OHE
xmWI ■ S PATH
BUILDING AREA PLANTING SCHEDULE
SYMBOL PLANT NAME
ICC/100
SIZE
QUANT.
OCCUPANTS) = 6 SPACES
Rhododendron 'English Roseum'
English Roseum Rhododendron—pink
24-30"
6
SF = 17 OCCUPANTS
Miscanthus sinensis 'Grociliimus'
Maiden Grass
#3
8
TOTAL: 15 SPACES REQUIRED
Hydrangea macrophyllo 'Nikko Blue'
Nikko Blue Hydrangea—blue mophead
#5
4
off 508-362-4541
I fax 508-362-9880
downcape.com
down cQ,*c eagincering, INC.
civil engineers
/and surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
DCE ## 18-490
GPPE GpP
Scale:1 "= 20'
0 10 20 30 40 50 FEET
0
DANIEL DANIEL A. G�
A. `�+, o OJALA
OJALA "' " CIVIL
tk,No.40980 o No.46502S10�Pa °'`F
Cis T .�4`j
ANIEL A. OJALA, P.E., I.S..
PERMIT SET -NOT FOR CONSTRUCTION
►RKING CALCULATIONS:
JSTRIAL:
OFFICE 1200 SF
ICC/100
SFI= 12 OCCUPANTS
SPACE/2
OCCUPANTS) = 6 SPACES
JSTRIAL:
STORAGE 5330 SF
ICC./300
SF = 17 OCCUPANTS
SPACE/2
OCCUPANTS) = 9 SPACES
MIN. SIDE SETBACK
TOTAL: 15 SPACES REQUIRED
SPACES
PROVIDED INCLUDING 1 VAN HANDICAP
\DE TREES—' 19 SPACES (1 /8) = 3 TREES REQ.
glu
PROVIDED
FE:&ICECREA�AT EMPLOYEES PARK IN
)R PACE
LOCUS MAP
1" = 2000' approx.
ASSESSORS MAP 109 PARCEL 94
SITE IS LOCATED WITHIN A ZONE II (APD)
ZONING SUMMARY
ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY
REQUIRED:
a
0
MIN. LOT SIZE
p
ye Ter,
MIN. LOT FRONTAGE
100'
134.95'
MIN. FRONT SETBACK
30'
30.3'
MIN. SIDE SETBACK
Knob Hill
Route
MIN. REAR SETBACK
Whites Path
glu
Railrood
35%
Locus
MAX. LOT COVERAGE -
70%
m o
BUILDING HEIGHT NATURAL GRADE AT STREET =
22.5' + 35.0' = 57.5'
ALLOWED, PROPOSED OK
.c
O
� O
OPERATIONS/STORAGE
YARD
LOCUS MAP
1" = 2000' approx.
ASSESSORS MAP 109 PARCEL 94
SITE IS LOCATED WITHIN A ZONE II (APD)
ZONING SUMMARY
ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY
OWNER OF RECORD
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
REFERENCES
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-21
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEN D
tis— EXISTING CONTOUR
X 991 EXIST. SPOT ELEV.
[99}-- PROPOSED CONTOUR
(98.4] PROPOSED SPOT EL.
TH1
TEST HOLE
CATCH BASIN
rQ� UTILITY POLE
FIRE HYDRANT
{ TREE
LIGHT
�s
lJ WATER SHUTOFF
C— GUY WIRE
SIGN
W WATER LINE
G GAS LINE
OHE OVERHEAD ELECTRIC
NOTE: Nor ALL SYMBOLS MAY APPEAR IN DRAWING
I • III S I �I�III ry i h ��W I I I �� k �
T0—
�I al PLA
OF
321 WHITES PATH
SOUTH YARMOUTH, MA
PREPARED FOR
CAPEWIDE CONSTRUCTION
DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
SHEET 1 OF 3
REQUIRED:
PROVIDED:
MIN. LOT SIZE
40,000 S.F.
49,073 S.F.
MIN. LOT FRONTAGE
100'
134.95'
MIN. FRONT SETBACK
30'
30.3'
MIN. SIDE SETBACK
10'
10.5'
MIN. REAR SETBACK
30'
299.7'
MAX. BUILDING COVERAGE
35%
15.1%
MAX. LOT COVERAGE -
70%
70%
BUILDING HEIGHT NATURAL GRADE AT STREET =
22.5' + 35.0' = 57.5'
ALLOWED, PROPOSED OK
EXISTING USE: VACANT— PRECAST STORAGE
PROPOSED USE: CONTRACTOR BAYS/ICE
CREAM TRUCK
OPERATIONS/STORAGE
YARD
OWNER OF RECORD
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
REFERENCES
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-21
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEN D
tis— EXISTING CONTOUR
X 991 EXIST. SPOT ELEV.
[99}-- PROPOSED CONTOUR
(98.4] PROPOSED SPOT EL.
TH1
TEST HOLE
CATCH BASIN
rQ� UTILITY POLE
FIRE HYDRANT
{ TREE
LIGHT
�s
lJ WATER SHUTOFF
C— GUY WIRE
SIGN
W WATER LINE
G GAS LINE
OHE OVERHEAD ELECTRIC
NOTE: Nor ALL SYMBOLS MAY APPEAR IN DRAWING
I • III S I �I�III ry i h ��W I I I �� k �
T0—
�I al PLA
OF
321 WHITES PATH
SOUTH YARMOUTH, MA
PREPARED FOR
CAPEWIDE CONSTRUCTION
DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
SHEET 1 OF 3
_ , _1HEST HOLE LOGS
226 2a �OHE - -_ OHE
I 25 off --OHE DANIEL E. GONSALVES, SE 13587
ENGINEER: #
OHEpOLE 32 C AMY VON HONE, RS
A. oHE ---oHE # WITNESS:
�- DATE: 1/24/19
- OHF_ --OHE
\ PERC. RATE _ < 2 MIN/INCH
PAO
ti
23 "' F CLASS I SOILS
PUBLIC WAY �--
2,3
ELEV. ELEV.
w z2 tiF DR 0" 24.5' 0 $ `�% 24.5'
I P E#255-
S$4'48' 0" W lk
134. 5' ��.� FILL
Q
[23] 12" 36„
_�241_
3 2 20.0 _- - X X A
LS
O "4 1OYR 3/2
o T 16 23.2' 40
MAP 109 PCL 93.1
SCJ o I BETH ADAIR FANARA TRS
P.O. BOX 775 B
X DENNIS, MA 02638 LS
s i 1OYR 5/8
o' �;�� i 25 20" 22.8' 46„
X
C
PERC
FS
$ t \ ABUTTING 2.5Y 7/3
STEEL
\�' \ j cNr BUILDING 132" 13.5' 132''
o
0
�A o
26
C
2
MAP 109 P L 95
ANN MARIE ROPERTIES
480 TURNPI ST
SOUTH E A 023;
27
FILL
PROVIDED:
A
49,073 S.F.
LS
134.95'
10YR 3/2
30.3'
B
10.5'
LS
299.7'
10YR .5/8
15.1%
C
70%;BUILDING
FS
22.5' + 35.0' = 57.5' ALLOWED PROPOSED OK
2.5Y 7
3
21.2'
20.7'
13.5'
o as I NO GROUNDWATER ENCOUNTERED
o N I c
PROPOSED BUILDING � DRAINAGE
I'1
7440 S.F. 0 25� ; �� TEST HOLE LOG
SLAB = 25.5 ` I a
0
O U-
� o
0 169 �I �� ENGINEER: DANIEL E. GONSALVES, SE #13587
a \ ) \ \ T / DATE: 1/24/19
o j CLASS I SOILS
i I
o ► i ELEV.
/ 0 6 0„ 4 27.0'
N
� I i
FILL
p X 60" 22.0'
0 46.7-17
/
o ---- D D
o D
7 I C
N - /
10'5 PROPOSED N) 26 FS
COOLER [25]
2.5Y 7/3
I N�
PAVED 1
PARKING 120" 17.0'
1261
n� NO GROUNDWATER ENCOUNTERED
X
FIRE LANE L___
T NI 27
rim
LOCUS MAP
1" = 2000' approx.
ASSESSORS MAP 109 PARCEL 94
SITE IS LOCATED WITHIN A ZONE II (APD)
ZONING SUMMARY'
ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY
REQUIRED:
PROVIDED:
MIN. LOT SIZE 40,000 S.F.
49,073 S.F.
I 0
134.95'
MIN. FRONT SETBACK 30'
30.3'
MIN. SIDE SETBACK 10'
10.5'
MIN. REAR SETBACK 30'
299.7'
MAX. BUILDING COVERAGE 35%
15.1%
MAX. ' LOT COVERAGE • 70%
70%;BUILDING
HEIGHT NATURAL GRADE AT STREET =
22.5' + 35.0' = 57.5' ALLOWED PROPOSED OK
EXISTING USE: VACANT- PRECAST STORAGE
PROPOSED USE: CONTRACTOR BAYS/ICE
CREAM TRUCK
OPERATIONS/STORAGE YARD
49,073 S.F.
-
CONSTRUCTION PERIOD:
GUY WIRE
Knob
Hitt
Route 6
�-r7
STORAGE
GAS LINE
Whites Poth
I [27]-,
RD
Blu
Roilrood
-(
eo o
Locus
L
� D;
o
iOj
`8
[26.1]
g
o0
Z
Q
LOCUS MAP
1" = 2000' approx.
ASSESSORS MAP 109 PARCEL 94
SITE IS LOCATED WITHIN A ZONE II (APD)
ZONING SUMMARY'
ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY
REQUIRED:
PROVIDED:
MIN. LOT SIZE 40,000 S.F.
49,073 S.F.
MIN. LOT FRONTAGE 100'
134.95'
MIN. FRONT SETBACK 30'
30.3'
MIN. SIDE SETBACK 10'
10.5'
MIN. REAR SETBACK 30'
299.7'
MAX. BUILDING COVERAGE 35%
15.1%
MAX. ' LOT COVERAGE • 70%
70%;BUILDING
HEIGHT NATURAL GRADE AT STREET =
22.5' + 35.0' = 57.5' ALLOWED PROPOSED OK
EXISTING USE: VACANT- PRECAST STORAGE
PROPOSED USE: CONTRACTOR BAYS/ICE
CREAM TRUCK
OPERATIONS/STORAGE YARD
49,073 S.F.
THD
.21'46'w
29 28
84 2
I 9
PE
GP GOD 2g
29 28
off 508-362-4541
I fax 508-362-9880
downcape.com
/Y cope en in, sarins, ane.
civil engineers
land surveyors
939 Main Street ( Rte 6A) Scale: 1 "= 20'
YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET
DCE X18-490
10.0'
N
N
MAP 109 PCL 93.2
SPEAR T. HOLWAY
347 WHITES PATH
SOUTH YARMOUTH, MA 02664
a
28�
0
`
Dr P' IE \ C jJ C� yr 4.E�
n
Fav rl�.°iL � szici � ;n lin �.
gal
No 4551+02
f J'i5 3
y T �?STEF \� \�eA SS �F '
JUR'V
DANIEL A. OJALA, P. E., L. S.
PERMIT SET -NOT FOR CONSTRUCTION
PROVIDE 12" DEEP 1.5"
WASHED STONE APRON 40'
INTO LOT MIN.
PROVIDE SILT FENCE ACROSS
FRONT AND 20' UP SIDES OF
SI TE.
OWNER OF RECORD
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
REFERENCES
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEN D
X 99.1
uR Nc
�
GATE
TEMPORARY
N
AREA
X
X
W
STRIPED
[27.9]
7.
EROSION CONTROL
r
NO
LOT 5 °
STONE
m
PARKING
49,073 S.F.
-
CONSTRUCTION PERIOD:
GUY WIRE
TRUCK
1.13 AC.,
FENCED
�-r7
THD
.21'46'w
29 28
84 2
I 9
PE
GP GOD 2g
29 28
off 508-362-4541
I fax 508-362-9880
downcape.com
/Y cope en in, sarins, ane.
civil engineers
land surveyors
939 Main Street ( Rte 6A) Scale: 1 "= 20'
YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET
DCE X18-490
10.0'
N
N
MAP 109 PCL 93.2
SPEAR T. HOLWAY
347 WHITES PATH
SOUTH YARMOUTH, MA 02664
a
28�
0
`
Dr P' IE \ C jJ C� yr 4.E�
n
Fav rl�.°iL � szici � ;n lin �.
gal
No 4551+02
f J'i5 3
y T �?STEF \� \�eA SS �F '
JUR'V
DANIEL A. OJALA, P. E., L. S.
PERMIT SET -NOT FOR CONSTRUCTION
PROVIDE 12" DEEP 1.5"
WASHED STONE APRON 40'
INTO LOT MIN.
PROVIDE SILT FENCE ACROSS
FRONT AND 20' UP SIDES OF
SI TE.
OWNER OF RECORD
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
REFERENCES
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEN D
X 99.1
S�ID�NG
�
GATE
OMON
WELL
PROPOSED SPOT EL.
TH1
X
X
OCATCH
N
v
[27.9]
7.
Zyfl
THD
WASHED
TREE
STONE
OVER
LIGHT
GRAVEL
-
ICE CREAM
GUY WIRE
TRUCK
SIGN
FENCED
�-r7
STORAGE
GAS LINE
AREA
I [27]-,
RD
� L `
NOTE; NOT ALL SYMBOLS MAY APPEAR IN DRAWING
-(
L
� D;
iOj
`8
[26.1]
THD
.21'46'w
29 28
84 2
I 9
PE
GP GOD 2g
29 28
off 508-362-4541
I fax 508-362-9880
downcape.com
/Y cope en in, sarins, ane.
civil engineers
land surveyors
939 Main Street ( Rte 6A) Scale: 1 "= 20'
YARMOUTHPORT MA 02675
0 10 20 30 40 50 FEET
DCE X18-490
10.0'
N
N
MAP 109 PCL 93.2
SPEAR T. HOLWAY
347 WHITES PATH
SOUTH YARMOUTH, MA 02664
a
28�
0
`
Dr P' IE \ C jJ C� yr 4.E�
n
Fav rl�.°iL � szici � ;n lin �.
gal
No 4551+02
f J'i5 3
y T �?STEF \� \�eA SS �F '
JUR'V
DANIEL A. OJALA, P. E., L. S.
PERMIT SET -NOT FOR CONSTRUCTION
PROVIDE 12" DEEP 1.5"
WASHED STONE APRON 40'
INTO LOT MIN.
PROVIDE SILT FENCE ACROSS
FRONT AND 20' UP SIDES OF
SI TE.
OWNER OF RECORD
MAA MANAGEMENT LLC
141 PHENIX AVE
CRANSTON, RI 02920
APPLICANT
PERRY'S LAST STAND
PO BOX 962
BUZZARDS BAY, MA 02532
REFERENCES
DEED BOOK 29089 PAGE 269
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEN D
X 99.1
EXIST. SPOT ELEV.
-[991-
PROPOSED CONTOUR
198•41
PROPOSED SPOT EL.
TH1
TEST HOLE
OCATCH
BASIN
�Q>
UTILITY POLE
Zyfl
FIRE HYDRANT
TREE
LIGHT
�9
WATER SHUTOFF
C-
GUY WIRE
SIGN
W
WATER LINE
G
GAS LINE
OHE
OVERHEAD ELECTRIC
RD
ROOF DRAIN
NOTE; NOT ALL SYMBOLS MAY APPEAR IN DRAWING
' wwax .11 .tul l!am:!u muNigwli. iwu loww"wi 4q �'lllllllll lfiul!u!I I uwwouu!wu "Il '! Iglul !w
II � IN q I ! IVB II I
I !lu lmwou uNl�l {� ooi I iwww! QI u� '�NW!umn!rwaw 'MX NI II�tlP � ��luu Ill '.� Illul,ui l �Ill�
S
I "w u!wa�E
alll ! I A
Illli I w hN
IOF
DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
SHEET 2 OF 3
i
SYSTE[V( PROFILE S i S E °'v E3 #. NOTES
TO, SCALE) ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR 1. DATUM IS NAVD88
SLAB EL 25.5' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION.
1 ,200 S F. WHOLESALE/OFFICE (� 75 GPD/1000 S.F.= 90 GPD 2 MUNICIPAL WATER IS AVAILABLE
CONCRETE COVERS TO WITHIN 3" GRADE 5,330 S.F. WAREHOUSE WORKERS 17 X 15 GPD = 255 GPD
\ 2" PEASTONE OR GEOI LA I ILL 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
25.0' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC OVER STONE TOTAL DESIGN FLOW ESTIMATE = 345 GPD
H-10 WATERTEST D'BOX 2% SLOPE REQUIRED OVER SYSTEM 24.3 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
PRECAST
RISERS H-1 FOR LEVELNESS a"mscHao PVC R
PRECAST RISEBLOCKS OR SEPTIC ANK: 345 GPD (2) = 690 (FIRST COMPARTMENT) UNITS TO BE AASHO H-10
ym
PIPES LEVEL 1ST 2' 345 GPD (1) = 345 (SECOND COMPARTMENT) 5. PIPE JOINTS TO BE MADE WATERTIGHT.
MORTAR ALL INVERT IN 20.50' 345 + 690 = 1035 GAL. REQUIRED
"I f PIPES LEVEL 1ST 2' COMPONENTS 4'
yr: 21.49 10' 24" ENDS (TMP') SIDES 21.33 1 6. C NSTRUCTION DETAILS TO BE IN ACCORDANCE
21.24' TEE 24" TEE 20 99, USE 11500 GAL. DUAL CO"-)IPARTMENT SEPTIC TANK
° ^°° ° ° ° o 0 0 ° o o®®a oa®® a o _
TEE t WITH 310 CMR 15.000 (TITLE 5.)
° °°°°° n���� ®® LEACHING: 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
GAS BAFFLE GAS BAFFLE ����� ��]®®�����
e o C i'J- ,O CI C_7 -7 FO O ILS 10
a.go GAL coif. l"
340 GAL COUP. 20 77' ! 20.60 ° �OiJIJI_]���� nlJ lu�� a o LL NOT TO BE USED FOR LOT LINE STAKING OR ANY
N >°o a o ®���I�L�uL�uL�I� (�L��D�L7OO�O°°° °off 18.5' SIDES: 1 (30.0 + 12.83) 2 (.74) = 127 GPD
°°°°°° o°°°°°°° OTHER PURPOSE.
°o °o�00000°o°o BOTTOMI 30.0 x 12.83 (.74 = 285 GPD
'o°000°000„o„o,,o,,00000000000,.°oo°O^°nooOoo°o°
_ _ _ 0 0 0 o n r.r_n_ _ _o.0 0
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED TOTAL: 557 S. F. 412 GPD
COMPACTION. (15.221 [2]) ALL AROUND PRECAST STRUCTURES I 9. COMPONENTS NOT TO BE BACKFILLED OR
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF
2 5 1 % SLOPE) (--L-7 SLOPE) USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) HEALTH AND PERMISSION OBTAINED FROM BOARD
(_% SLOPE)
WITH 2.25' STONE AT ENDS AND 4' AT SIDESLEACOF HEALTH.
10' SEPTIC TANK 22' D' BOX 12' FACILITY 546 GP, MAX ALLOWED IN ZONE II 345 GPD < 546 GPD OK) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
FOUNDATION- (
13.5' BOTTOM TH-1 NITROGN CALCS: 4.91 PPM < 5.00 PPM APD- O.K. CALLING DIGSAFE (1-888-344-7233) AND
NO GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
6" LOAM & SEED DISTURBED AREAS
WORK.
8" H-20 F&G (TYP.)
FILTER FABRIC UN R
GRATE UNTIL LAWN°� 11. ANY UNSUITABLE MATERIAL ENCOUNTERED
STABIuzEs \ SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
ADJUSTING BLOCKS/H-20 RISER
MORTAR ALL COMPONENTS
(TYP.)
CAPE COD BERM
12"X3" INTERGRAL WITH TOP COAT
MASS DPW
4 MIN. PEASTONE \ 1.0" TOPCOAT TYPE II
oo�o�000g AND MIRAFI 140NS\ BITUMINOUS HOT MIX ASPHALT
4"OSCH-40 PVC AT 2% MIN. ogog000g° °°°o°o°o° FABRIC OVER STONE ` 2.0" BINDER
FROM ROOF DRAINS °°
°°o,.° 6'-0" X 6'0
o
0000i; H-20 p
0000°000 1000 GAL. o °,.°°O o o°o°o°°Ooo°o°o°o°o°000
0000 LEACHPIT 000°,.000°o o°o°o°00000°o°o°0 0 0 0°
0000000
SHO OR EQUAL oa00000
0000 ,.g 8" REPROCESSED ASPHALT GRAVEL
EXTEND GRAVEL 6" MIN. 12" COMPACTED SAND
PAST EDGE PAVE BELOW GRAVEL MIN. MDPW SPEC. VIB. ROLLER COMPACTED
COMPACT SUBGRADE
3/4" - 1 1/2" I CAP.
° \ DOUBLE WASHED.STONE /
4 MIN.'AROUND PIT
SHIELDED FIXTURE=6" DIRECT MOUNT- NO TILT
& 6" UNDER PIT
ROOF DRAIN SECTION PAVEMENT CROSS SECTION �- __j
NOT TO SCALE NOT TO SCALE
LIGHTING SPECS:
HESS LED
SEE PAVEMENT SECTION SEE PAVEMENT SECTION
ON PS4S1 18C1 BZ 17'X4" SQUARE
HEAVY DUTY H-20 COVER STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
LABELED "DRAIN" F&C 8" H-20 F&C EL. LISTED
DRILL 1"0 HOLE IN COVER MH EL. LISTED OR APPROVED EQUAL
COMPACT BACKFILL IN 6"
LIFTS (TYP. ALL DRAINAGE)
MIRAFI 140N FABRIC OVER H-20
PRECAST 19'7" TOTAL HT.
FABRIC LINE ALL SIDES OF DRAINAGE RISERS SLOTTED 12"0 HDPE DRILL (2) 1"o o z \ DRILL (2) 1-0 0 ? \ ERIC ADJUSTING COURSE
AS REQ. ADS N-12 OR EQ. HOLE BRIC ADJUSTING COURSE _ MORTAR
MORTAR
SET L INV. (TYP.) j o.,
N 16'7" X 4 X .120 SQUARE STEEL
PROPOSED 2.0' ( P.) `V POLE
H-20C.B. TRAP / C.B. TRAP
LEACHPIT iI 12"0 HDPE PIPE /j 12"0 HDPE PIPE
^ 6'0X6' SHOREY / 4'PDIOA. PRECAST EL. LISTED PROPOSED
LP H-20 OR EQUAL H-20 MANHOLE PRECAST
EL. LISTED mxs'-8" SHOREY sou H-20 CATCH BASIN CONDUIT AND ANCHOR BOLT
4' MIN
STONE BASIN H-20 OR EQUAL . SUMP
2' MIN AROU PIT POSITION TO BE OBTAINED
FROM LIGHTING MFG.
�6" STONE UNDER SOLID BOTTOM
3/4"-1-1/2" DOUBLE WASHED STONE (TYP.) SOLID BOTTOM I r�
24"�b BASE 8' LONG
SECTION THRU DRAINAGE NAGE ��� 3 r- -� 3' REVEAL
� ASTM A-79 GRADE 60
NOT TO SCALE L_ _J STEEL REINF. 1" MIN COVER
6, -___-,(4) #6'S VERTICAL MIN.
r 5000 PSI MIN CONCRETE
i---� 2" RIGID GALVANIZED
SAW CUT EDGES TO 'OBTAIN CLEAN FULL THICKNESSI
BUTT JOINT ON EXISTING BASE AND REMOVE OLD
PAVEMENT TO PROVIDE A STRAIGHT EDGE.
STREETS, DRIVEWAYS LAWNS AND
AND WALKS CROSS COUNTRY
BITUMINOUS PAVEMENT LOAM AND SEED
EXISTING PAVEMENTAS SPEC] IED
, \2BASE. 1" TOP MDPW TYPE I-1
DIL MIX
I
GRAVEL
E
BASEI COURSE
'CALIPER
8" REPROCESSED GRAVEL
IRKING/BUFFER TREE
MODEL: LF 248-2
TANK RISER TO EXTEND UP INTO H-20 RISER TO
COMPACTED
"NON -HAZARDOUS
APPROVED
OF FINISHED GRADE FOR EASE
BACKFILL
INFORCED NEW BLACK RUBBER
NORMAL HIGH WATER LEVEL ALARM
SE (1/2" ID)
TO PROVIDE
UBLE STRAND 12 GA
EXCAVATION- EARTH OR ROCK
V ANNEALED TWISTED WIRE
IN 24" RISER
=E WRAP. LAP ENDS DOWN
CAPACITY, ALARM AND PRESS TO
SILENCE SWITCH ON PANEL INSIDE
NOT STAPLE
LARGER THAN 6" SHALL BE
STAKES EQUALLY SPACED
12' MIN.
OUND TREE 2 1/2"x2 1/2"x10'
INSTALLER TO RUN 2" VENT
ACED 1'-0" FROM TRUNK,
APPROVED EXCAVATED MATERIAL
AINED DARK BROWN.
\�
AKES DRIVEN AT ANGLE AND
)LLED VERTICAL WITH WIRE
OR EQUAL.
N 4'-0" BURIED
TERMINATE 6' OFF GROUND WITH
FILTER FABRIC
N 3" DEEP SAUCER
(IF REQ'D)
DEPTH SHREDDED BARK MULCH
ADJUST HEIGHT TO
PIPE
ORIG. PLANT REVEAL
"MOVE BURLAP FROM TOP
°o
NLF OF ROOTBALL
DMPACTED SUB -GRADE
UNDISTURBED FIRM MATERIAL
DIL MIX
I
TO PROVIDE
CONTRACTORII'TO PROVIDE
GRATE
30" CAST IRON COVER ON 30" I.D. H-20 RISER
INTERNAL
SIGN ON BUILDING ADJACENT
TIGHT TANK WITH LETTERING
MODEL: LF 248-2
TANK RISER TO EXTEND UP INTO H-20 RISER TO
WITHIN 12"
"NON -HAZARDOUS
(OR APPROVED EQUAL 8" F&G)
OF FINISHED GRADE FOR EASE
OF ACCESS.
INDUSTRIAL WASTE
NORMAL HIGH WATER LEVEL ALARM
CONTRACTOR
TO PROVIDE
\
\\
EXCAVATION- EARTH OR ROCK
LEAK DETECTION FLOAT
IN 24" RISER
ALL ROCK EXCAVATION AND STONES
CAPACITY, ALARM AND PRESS TO
SILENCE SWITCH ON PANEL INSIDE
LARGER THAN 6" SHALL BE
\'
DISPOSED OF AND REPLACED WITH
INSTALLER TO RUN 2" VENT
\\
APPROVED EXCAVATED MATERIAL
SIMPLEXPANELS,
\�
OR GRAVEL BORROW.
SEE PAVEMENT SECTION
OR EQUAL.
TERMINATE 6' OFF GROUND WITH
i
\\
0
INVERTED U SHAPED PIPE. 8"X8"
°o
°o
P.T. BOLLARD 6' LONG, 3' BURIED.
(2) 3/4" GALV. STEEL
0 PROTECT VENT. ALT. VENT BACK
THROUGH PLUMBING STACK.
op p o 0
0
CONDUIT FOR ALARMS.
PIPE
O.D.
VENT
PITCH BACK, NO LOW POINTS
F"I
:EXISTING FLOOR DRAINS
CAREFULLY COMPACTED
8"MAX
\'
SELECTED MATERIAL OR
2500 GAL.
9"MIN
SEE PLUMBING
�\
GRAVEL BORROW
OUTER
INTERNAL 1500
/�
o
°
CONCRETE TANK
INV. 22.5
00 DO
00�p0°OD
\\
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oo° no's o?
CAREFULLY COMPACTED
D
a °
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SELECTED MATERIAL
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6"
UNDISTURBED
ROCK SURFACE
EARTH TRENCH ROCK TRENCH
TREE PLANTING DETAIL
STANDARD DETAIL
NOT TO SCALE PIPE IN TRENCH -
NOT TO SCALE
CONTRACTOR
TO PROVIDE
CONTRACTORII'TO PROVIDE
GRATE
30" CAST IRON COVER ON 30" I.D. H-20 RISER
INTERNAL
SIGN ON BUILDING ADJACENT
TIGHT TANK WITH LETTERING
MODEL: LF 248-2
TANK RISER TO EXTEND UP INTO H-20 RISER TO
WITHIN 12"
"NON -HAZARDOUS
(OR APPROVED EQUAL 8" F&G)
OF FINISHED GRADE FOR EASE
OF ACCESS.
INDUSTRIAL WASTE
NORMAL HIGH WATER LEVEL ALARM
CONTRACTOR
TO PROVIDE
WATER HOLDING TANK"
TO BE SET FOR 3/4 OF TANK
LEAK DETECTION FLOAT
IN 24" RISER
IN 2" LETTERING
CAPACITY, ALARM AND PRESS TO
SILENCE SWITCH ON PANEL INSIDE
BUILDING. LOW VOLTAGE FLOATS,
INSTALLER TO RUN 2" VENT
SIMPLEXPANELS,
TO LANDSCAPE AREA.
TO
SEE PAVEMENT SECTION
OR EQUAL.
TERMINATE 6' OFF GROUND WITH
o
0
INVERTED U SHAPED PIPE. 8"X8"
°o
°o
P.T. BOLLARD 6' LONG, 3' BURIED.
(2) 3/4" GALV. STEEL
0 PROTECT VENT. ALT. VENT BACK
THROUGH PLUMBING STACK.
CONDUIT FOR ALARMS.
VENT
PITCH BACK, NO LOW POINTS
:EXISTING FLOOR DRAINS
2500 GAL.
SEE PLUMBING
OUTER
INTERNAL 1500
TANK
CONCRETE TANK
INV. 22.5
TANK DESIGN: -
FLOOR DRAIN PER PLUMBING CODE,
ESTIMATED GPD FLOW = 20 GPD
1500 GAL. TIGHT TANK ADEQUATE.
TIGHT TANK SHALL BE H-20 1500 GAL.
INDUSTRIAL WASTE WATER TANK HOLDING
SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE
CONTAINMENT TIGHT TANK SYSTEM SHALL
CONSIST OF H-20 RATED 2500 GAL. SEPTIC
TANK CONCRETE VAULT W/INTERNAL 1500 GAL.
MONOPOUR TANK, VENTED, WITH PLASTIC
RISERS UP INTO 2500 GAL RISERS. SEE
SEPARATE DETAIL SHEET. VENT THRU BLDG.
STACK. COORDINATE WITH PLUMBER.
off 508-362-4541
fox 508-362-9880
downcope.com
2'- 10"
TIGHT TANK
NOT TO SCALE
26"
/8„
1 0 VENT Hou z) MANUF. LeBARON, BROCKTON, MA OR APPROVED EQUAL
tin Capp' ern'/nfln, «c. MODEL: LK 110
WEIGHT: 475 LBS
civil engineers
land surveyors TYPICAL /-ACCESS COVER
939 Main Street ( Rte 6A) --
YARMOUTHPORT MA 02675
LICE # 18-490
SCALE: 3/4" = 1I-0"
Z, DANIEL y�� tz DANIEL OJALAAA.
U OJALA Ngo CIVIL
°oP 0P\, No.4650No.4092 4
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qH� SURV��� SIUNAL EN
DANIEL A. OJALA, P. F., L.S.
PERMIT SET -NOT FOR CONSTRUCTION
t-- -j STEEL SWEEP
#3 STIRRUPS AT 12"O.C.
NOTE: ALT. PRECAST BASE- PROVIDE SHOP DWGS
FIXTURE AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
SITE LIGHTING DETAIL- SECTION
NOT TO SCALE
1/2" EXP JOINT APPROXIMATELY 24'-0" OC
- 1/2" EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2", W/ 1/2" DIA x12" LONG
TO CONIC STRUCTURE OR BLDG SMOOTH EXP DOWELS AT 2'-0" OC, ONE-
HALF GREASED
CONTINUOUS SEALANT
� SMOOTH TROWEL ALL EDGES
PREMOLDED FILLER -6" WIDE
4x4-6/6 WELDED WIRE FABRIC CONTROL JOINT
STOP WWF AT EXP JT
Fr SMOOTH TROWEL ALL SEALANT 6„
EDGES 6" WIDE FINE BROOM FINISH
DITru 1 %
COMPACTED AGGREGATE BASE
UNDISTURBED OR COMPACTED
SUBSOIL
NOTES: SCALE: 1 1/2" = 1'-0"
1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW.
2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610)
WITHOUT CURB INLET
4 1/2"
I
4 1/2"
rn
-1 " TOPCOAT
MASS DPW
_2" BINDER TYPE II
BITUMINOUS
PAVEMENT
8" PROCESSED GRAVEL
SECTION
A- A
FRAME AND
GRATE
SCALE: 1/2" =
1'-0"
MANUF. LeBARON, BROCKTON, MA
MODEL: LF 248-2
WEIGHT: 480 LBS
(OR APPROVED EQUAL 8" F&G)
II
'I I 'Ili, iL
II ISI � � �, ,
TO ACCOMPANY
SITE PLAN
OF
? WHITE' PATH,
1z 0
k -(C)
DATE: FEBRUARY 8, 2019
REV: MARCH 1, 2019
SHEET 3 OF 3
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