HomeMy WebLinkAbout336 Route 28 Site Plan 424"I.D. CAST IRON COVERS
AS SHOWN. MORTAR ALL COMPONENTS
SLAB=T.FOUND.-. EL. 18.75
"SCH40 .
VC AT 1.
U 10"
24
4" PERF. SCH-40 PVC DISTRIBUTION LINES
TEE ST1
TEE - \15 15 23
101.14
USE 4000 GAL ST1
4000 GAL H-20
29
•- TEE
ST2 TEE
SEPTIC TANK
15.54 5'-8' LID. LEVEL
-
GAS -
2000
SEPTIC
GAL H-20
TANK GAS BAFFLE & 14.98
ACME OR EQUAL
BAFFLE..: 4"SCH40 PVC
a U0.
LEVEL ZABEL FILTER -
DOUBLE WASHED STONE
AT 17
'. ACME
OR EQUAL
6" GRAVEL & MECH.
NOT TO SCALE
SEPTIC SYSTEM
6" GRAVEL & MECH.
/ COMPACTION (TYP.)
I' (TYP.)
HOLES
COMPACTION (TYP.)
IN FROM KITCHEN SINKS I '
10\DISHWASHER ONLY
4"SCH40®1.5%17�
--1-6�1 TEE 1000 GAL H-20
INV. AT BLDG GREASE TRAP
4' LID. LEVEL
ACME OR EQUAL
12"
24"CAST IRON COVER BLOCK UP D -BOX, 24"I.D. RISER
TO GRADE, MORTAR ALL COMPONENTS
X
/TOP PEASTONE EL. 14.95 s
FROM ST2
4 "mSCH 40 PVC AT 7% ooeoo0o0 00000
al
oaoa000 op00000 0
14.74 14.57
14.37 12.,
H-20 D -BOX ON 12" COMPACTED GRAVEL
ACME DB5 H-20 OR EQUAL
TO STI
15.60
CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 PVC
VENT PIPE. RUN TO EDGE PARKING AS SHOWN.
PITCH BACK TO TRENCH AT .005 MIN. \
/3' WASHED PEASTONE & MIRAFI 140N FILTER FABI
4"OSCH-40 PVC LINES AT 0.5%, TITLE 5 ORIFICES.
2' X 2' X 88' LEACHING TRENCHES
CROSS SECTION
in
C� UTILITY POLE
PROPOSED 2" CAL. TREE '
PARKING TREE
OR BUFFER TREE AS REQ.
PARKING CALCULATIONS:
USE N-4 : 1 SP/ 3 OCC. 130 OCC(1/3) = 44 REO.
79 SPACES PROVIDED INCL. 4 HCR
TREE CALC: 1 TREE/8 CARS = 10 REQ.
(10) 2" CAL. PARKING TREES SHOWN
TO D -BOX
4"SCH40 PIPES
13.92
11.92
BOTTOM TH2
EL. 6.9
NO WATER FOUND
O DRAINAGE MANHOLE /Vi5 i
C- GUY WIRE DRAINAGE CALCULATIONS: �-
%,%
b" FIRE HYDRANT ROOF DRAINAGE AREA = 8000 SF, 25 YR STORM
RATIONAL METHOD Q=CIA = 0.95(5.00)(8000/43560)(448.8)=392 GPM
CATCH BASIN 392 GPM/0.7GPM/SF=559 SF REQUIRED
O USE (2) 6'X5' LPITS W/ 4' STONE = 660 SF O.K.
DRAINAGE AREA - 44,828 SF, 25 YR STORM
C"OO GAS GATE ROOF/PVT = 35,597 SF. GRASS/WOODS = 9231 SF CN -0.82
RATIONAL METHOD Q=CIA = 0.82(4.20)(44828/43560)(448.8)=1561 GPM - Jr
1561 GPM/0.7GPM/SF=2272 SF REQUIRED
LIGHT POLE USE 50' X 3' X 2' LEACHING TRENCH & (5) 1000 GAL LPITS ROOF DRYWELL
W/ 4' STONE = 2490 SF. O.K. /-6'X5' /LPIT
a�So
WATER GATE WITH
Ta" FADE p0
Q /4 " INV: EL. 15.0 n.
17. PROP. GRADE
.! CONC. STEPS /
18 PROP. CONTOUR
_ / v CNC. STEP,'
/ ,79"MAX.,+TT
EMERGENC XI
/ <e ONLY
/ OPOS�6L
1 STORY WOC
NOTES / / TOP FOUND. E
!� / o_ =SLAB E
6496
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THt-RE�OUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTH-t"ITILITIES WHICH MAY HAVE CABLE, PIPE OR \ \�
EQUIPMENT IN THE CONSTRUCTION ARElF9R-VERIFICATION OF LOCATIONS. EXIST, STREET SIGN \ -
- l TRADERS LN. PROPOSED y
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND IMETHOOS EMPLOYED ON THIS 2
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS SIGN
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN 4' CHAIN LINK \ D- OFFfR
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONG LOT LINE °
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR '
AND YARMOUTH HEALTH REGULATIONS. 15.00 TITLE 5._ 1
4,
Q
3. VERTICAL DATUM IS NGVD29.
-� EXISTING CURB CUT E Ci ,t V
D T-��"�p1?-g `1
4. TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD "� NOT TO BE USEpp 1 I� EXIST. S/W
(TRADER'S LANE) (4,0' VARIANCE IS REQUESTED)
EP GRAN.CVRB o 3O
5. DESIGN LOADING FOR ALL PRECAST UNITS ,108-362-4541
TO BE AASHTO-H20 UNLESS NOTED. off
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO fax 508 362-9880 - --
BE USED FOR PROPERTY UNE STAKING. I fax
TBM: HYDRANT TAG BOLT 11
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. I EL. 17.13 NGVD
S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. down cape engineering, Inc.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED,
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED CIVIL ENGINEERS
FROM BOARD OF HEALTH. C
11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS
12. BUFFER PLANTINGS AS REQUIRED.
939 main st. yarmouthport, ma 02675
Q ^7
-iry0'
iTa9��
2'-10"
2"CALIPER BUFFER TREE
AS REQUIRED IF EXISTING
TREES ARE INSUFFICIENT.k�yi�,SJ,
(TYP. AROUND PARKING)
' SCREENING
.i 4' WIDE PLANTING STRIP MAINTAINED rvVy« ;vyv 1C,�'irv!
WITH DENSELY PLANTED SHRUBS 5'11 HIGH'
2p -..� 75% EVERGREENS MIN. (TYR.)
yt-
R �97
MANUF. Le BARON, BROCKTON, MA
EXISTING FENCING MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
ti
SCALE: 3/4"
MAP 38 PCL 122
. { ROBERT D. CANNON
O
O0
1
/00
Q.
,�^lo
\ ti PROP ED
ACCESSO Y GARAGE
M
SLAB /EL. 17.5
/ F �4T.F�:=18.2
i i111% 12.6/
zp 00' / \\ N
�.
V.i
i
�.Op. � C"2�'`�� K� S TTE ORE
ITH 2'X3'
TRENCH/ DRAT Op. �Op
r _
ry
/ (TYP.) //%
6.-8.. X 6,0/1 00 GA / I
-20 LE CH ITS WITH
4' MIN. ONE (TY
EXISTING BLD& t \ V !
/
TRESERVE AREA (TY
' BE REMOVED /
R30' �'
j % 2' X 2' X 8 OiING
VENT
F& EL.
�I
NV 2.6
EDGE Or PROPOSEL' PW �
4
w/ r I PARKING'(TYP.)
EXISTIN
i
STEEL
BUILDIN
INV. 13.4 ,r I
/
18.4
j
D -BOX
7270 /
/ 2000 ,6Al
ST2 / ACes
1-4000 GAL _ -013--
STI / STi
TO pp, �.. -� 36�
( 0y
r1 /
v i 2 O
5 �
P4
Fipg 8 i�_1 �92, r
82 FOR N O P I Z� PROPOSE6 PATIO
Ab_
0 C g ¢ / REMAINS WOOD FENCE
p. �SLAB EL.18.75 � I
a
1:12 HCALONG 'OT LINE
�HCR-R--p I I�, r
r
SCREENING
S'OZJ;
EXISTING BlDG1 ! 'A 1 CHAWLINK FENCE TO STREET
F - TO BE -REMOVED %! r
NOT TO SCALE
4" PERF. SCH-40 PVC DISTRIBUTION LINES
AT 0.005 PITCH FROM D -BOX FINISHED
GRADE VARIES
TITLE 5 ORIFICES
USE 4000 GAL ST1
INVERT VARIES FROM EL. 14.37'
( 9 GPD/OCCUPANT) = 900 GPD
AT START TO EL. 13.92' AT END.
USE 2000 GAL ST2
TOTAL DESIGN FLOW =
i ..J 3" PEASTONE WITH MIRAFI
2.33'
II ,ERv�
0
0`
2' X 2.33' OF .75'-1.5" 2'
6' -.
DOUBLE WASHED STONE
��_�
v
LEACHING
TRENCH DETAIL
CESSPOOLS ON PROPERTY. FILL WITH
CLEAN COMPACTED SAND,
NOT TO SCALE
SEPTIC SYSTEM
DESIGN DATA
C� UTILITY POLE
PROPOSED 2" CAL. TREE '
PARKING TREE
OR BUFFER TREE AS REQ.
PARKING CALCULATIONS:
USE N-4 : 1 SP/ 3 OCC. 130 OCC(1/3) = 44 REO.
79 SPACES PROVIDED INCL. 4 HCR
TREE CALC: 1 TREE/8 CARS = 10 REQ.
(10) 2" CAL. PARKING TREES SHOWN
TO D -BOX
4"SCH40 PIPES
13.92
11.92
BOTTOM TH2
EL. 6.9
NO WATER FOUND
O DRAINAGE MANHOLE /Vi5 i
C- GUY WIRE DRAINAGE CALCULATIONS: �-
%,%
b" FIRE HYDRANT ROOF DRAINAGE AREA = 8000 SF, 25 YR STORM
RATIONAL METHOD Q=CIA = 0.95(5.00)(8000/43560)(448.8)=392 GPM
CATCH BASIN 392 GPM/0.7GPM/SF=559 SF REQUIRED
O USE (2) 6'X5' LPITS W/ 4' STONE = 660 SF O.K.
DRAINAGE AREA - 44,828 SF, 25 YR STORM
C"OO GAS GATE ROOF/PVT = 35,597 SF. GRASS/WOODS = 9231 SF CN -0.82
RATIONAL METHOD Q=CIA = 0.82(4.20)(44828/43560)(448.8)=1561 GPM - Jr
1561 GPM/0.7GPM/SF=2272 SF REQUIRED
LIGHT POLE USE 50' X 3' X 2' LEACHING TRENCH & (5) 1000 GAL LPITS ROOF DRYWELL
W/ 4' STONE = 2490 SF. O.K. /-6'X5' /LPIT
a�So
WATER GATE WITH
Ta" FADE p0
Q /4 " INV: EL. 15.0 n.
17. PROP. GRADE
.! CONC. STEPS /
18 PROP. CONTOUR
_ / v CNC. STEP,'
/ ,79"MAX.,+TT
EMERGENC XI
/ <e ONLY
/ OPOS�6L
1 STORY WOC
NOTES / / TOP FOUND. E
!� / o_ =SLAB E
6496
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THt-RE�OUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTH-t"ITILITIES WHICH MAY HAVE CABLE, PIPE OR \ \�
EQUIPMENT IN THE CONSTRUCTION ARElF9R-VERIFICATION OF LOCATIONS. EXIST, STREET SIGN \ -
- l TRADERS LN. PROPOSED y
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND IMETHOOS EMPLOYED ON THIS 2
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS SIGN
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN 4' CHAIN LINK \ D- OFFfR
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONG LOT LINE °
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR '
AND YARMOUTH HEALTH REGULATIONS. 15.00 TITLE 5._ 1
4,
Q
3. VERTICAL DATUM IS NGVD29.
-� EXISTING CURB CUT E Ci ,t V
D T-��"�p1?-g `1
4. TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD "� NOT TO BE USEpp 1 I� EXIST. S/W
(TRADER'S LANE) (4,0' VARIANCE IS REQUESTED)
EP GRAN.CVRB o 3O
5. DESIGN LOADING FOR ALL PRECAST UNITS ,108-362-4541
TO BE AASHTO-H20 UNLESS NOTED. off
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO fax 508 362-9880 - --
BE USED FOR PROPERTY UNE STAKING. I fax
TBM: HYDRANT TAG BOLT 11
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. I EL. 17.13 NGVD
S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. down cape engineering, Inc.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED,
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED CIVIL ENGINEERS
FROM BOARD OF HEALTH. C
11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS
12. BUFFER PLANTINGS AS REQUIRED.
939 main st. yarmouthport, ma 02675
Q ^7
-iry0'
iTa9��
2'-10"
2"CALIPER BUFFER TREE
AS REQUIRED IF EXISTING
TREES ARE INSUFFICIENT.k�yi�,SJ,
(TYP. AROUND PARKING)
' SCREENING
.i 4' WIDE PLANTING STRIP MAINTAINED rvVy« ;vyv 1C,�'irv!
WITH DENSELY PLANTED SHRUBS 5'11 HIGH'
2p -..� 75% EVERGREENS MIN. (TYR.)
yt-
R �97
MANUF. Le BARON, BROCKTON, MA
EXISTING FENCING MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
ti
SCALE: 3/4"
MAP 38 PCL 122
. { ROBERT D. CANNON
O
O0
1
/00
Q.
,�^lo
\ ti PROP ED
ACCESSO Y GARAGE
M
SLAB /EL. 17.5
/ F �4T.F�:=18.2
i i111% 12.6/
zp 00' / \\ N
�.
V.i
i
�.Op. � C"2�'`�� K� S TTE ORE
ITH 2'X3'
TRENCH/ DRAT Op. �Op
r _
ry
/ (TYP.) //%
6.-8.. X 6,0/1 00 GA / I
-20 LE CH ITS WITH
4' MIN. ONE (TY
EXISTING BLD& t \ V !
/
TRESERVE AREA (TY
' BE REMOVED /
R30' �'
j % 2' X 2' X 8 OiING
VENT
F& EL.
�I
NV 2.6
EDGE Or PROPOSEL' PW �
4
w/ r I PARKING'(TYP.)
EXISTIN
i
STEEL
BUILDIN
INV. 13.4 ,r I
/
18.4
j
D -BOX
7270 /
/ 2000 ,6Al
ST2 / ACes
1-4000 GAL _ -013--
STI / STi
TO pp, �.. -� 36�
( 0y
r1 /
v i 2 O
5 �
P4
Fipg 8 i�_1 �92, r
82 FOR N O P I Z� PROPOSE6 PATIO
Ab_
0 C g ¢ / REMAINS WOOD FENCE
p. �SLAB EL.18.75 � I
a
1:12 HCALONG 'OT LINE
�HCR-R--p I I�, r
r
SCREENING
S'OZJ;
EXISTING BlDG1 ! 'A 1 CHAWLINK FENCE TO STREET
F - TO BE -REMOVED %! r
- MIRAFf 140N FABRIC OVER
SEPTIC TANKS:
S
RESTAURANT: 30 SEATS
(35 GPD/SEAT) = 1050 GPD
1950.200%= 390OGAL. REQ.:
USE 4000 GAL ST1
100 OTHER OCCUPANTS
( 9 GPD/OCCUPANT) = 900 GPD
1950"1007= 1950 GAL. REO.:
USE 2000 GAL ST2
TOTAL DESIGN FLOW =
1950 GPD,
GREASE TRAP. 15(30)=450 GAL. USE 1000 GAL GREASE TRAP
NO GARBAGE DISPOSAL ALLOWED
LEACHING:
LEACHING: USE (5) 2'X2'X88'
LEACHING TRENCHES = 2680 SF
LOCATE AND REMOVE ANY EXISTING
2680 (J4)
= 1983 GPD> 1950 GPD. O.K.
C� UTILITY POLE
PROPOSED 2" CAL. TREE '
PARKING TREE
OR BUFFER TREE AS REQ.
PARKING CALCULATIONS:
USE N-4 : 1 SP/ 3 OCC. 130 OCC(1/3) = 44 REO.
79 SPACES PROVIDED INCL. 4 HCR
TREE CALC: 1 TREE/8 CARS = 10 REQ.
(10) 2" CAL. PARKING TREES SHOWN
TO D -BOX
4"SCH40 PIPES
13.92
11.92
BOTTOM TH2
EL. 6.9
NO WATER FOUND
O DRAINAGE MANHOLE /Vi5 i
C- GUY WIRE DRAINAGE CALCULATIONS: �-
%,%
b" FIRE HYDRANT ROOF DRAINAGE AREA = 8000 SF, 25 YR STORM
RATIONAL METHOD Q=CIA = 0.95(5.00)(8000/43560)(448.8)=392 GPM
CATCH BASIN 392 GPM/0.7GPM/SF=559 SF REQUIRED
O USE (2) 6'X5' LPITS W/ 4' STONE = 660 SF O.K.
DRAINAGE AREA - 44,828 SF, 25 YR STORM
C"OO GAS GATE ROOF/PVT = 35,597 SF. GRASS/WOODS = 9231 SF CN -0.82
RATIONAL METHOD Q=CIA = 0.82(4.20)(44828/43560)(448.8)=1561 GPM - Jr
1561 GPM/0.7GPM/SF=2272 SF REQUIRED
LIGHT POLE USE 50' X 3' X 2' LEACHING TRENCH & (5) 1000 GAL LPITS ROOF DRYWELL
W/ 4' STONE = 2490 SF. O.K. /-6'X5' /LPIT
a�So
WATER GATE WITH
Ta" FADE p0
Q /4 " INV: EL. 15.0 n.
17. PROP. GRADE
.! CONC. STEPS /
18 PROP. CONTOUR
_ / v CNC. STEP,'
/ ,79"MAX.,+TT
EMERGENC XI
/ <e ONLY
/ OPOS�6L
1 STORY WOC
NOTES / / TOP FOUND. E
!� / o_ =SLAB E
6496
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THt-RE�OUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTH-t"ITILITIES WHICH MAY HAVE CABLE, PIPE OR \ \�
EQUIPMENT IN THE CONSTRUCTION ARElF9R-VERIFICATION OF LOCATIONS. EXIST, STREET SIGN \ -
- l TRADERS LN. PROPOSED y
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND IMETHOOS EMPLOYED ON THIS 2
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS SIGN
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD GATE IN 4' CHAIN LINK \ D- OFFfR
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. FENCE ALONG LOT LINE °
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR '
AND YARMOUTH HEALTH REGULATIONS. 15.00 TITLE 5._ 1
4,
Q
3. VERTICAL DATUM IS NGVD29.
-� EXISTING CURB CUT E Ci ,t V
D T-��"�p1?-g `1
4. TOP OF FOUNDATION IS 2.0' BELOW HIGH POINT IN ROAD "� NOT TO BE USEpp 1 I� EXIST. S/W
(TRADER'S LANE) (4,0' VARIANCE IS REQUESTED)
EP GRAN.CVRB o 3O
5. DESIGN LOADING FOR ALL PRECAST UNITS ,108-362-4541
TO BE AASHTO-H20 UNLESS NOTED. off
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO fax 508 362-9880 - --
BE USED FOR PROPERTY UNE STAKING. I fax
TBM: HYDRANT TAG BOLT 11
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. I EL. 17.13 NGVD
S. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. down cape engineering, Inc.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED,
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED CIVIL ENGINEERS
FROM BOARD OF HEALTH. C
11. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. LAND SURVEYORS
12. BUFFER PLANTINGS AS REQUIRED.
939 main st. yarmouthport, ma 02675
Q ^7
-iry0'
iTa9��
2'-10"
2"CALIPER BUFFER TREE
AS REQUIRED IF EXISTING
TREES ARE INSUFFICIENT.k�yi�,SJ,
(TYP. AROUND PARKING)
' SCREENING
.i 4' WIDE PLANTING STRIP MAINTAINED rvVy« ;vyv 1C,�'irv!
WITH DENSELY PLANTED SHRUBS 5'11 HIGH'
2p -..� 75% EVERGREENS MIN. (TYR.)
yt-
R �97
MANUF. Le BARON, BROCKTON, MA
EXISTING FENCING MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
ti
SCALE: 3/4"
MAP 38 PCL 122
. { ROBERT D. CANNON
O
O0
1
/00
Q.
,�^lo
\ ti PROP ED
ACCESSO Y GARAGE
M
SLAB /EL. 17.5
/ F �4T.F�:=18.2
i i111% 12.6/
zp 00' / \\ N
�.
V.i
i
�.Op. � C"2�'`�� K� S TTE ORE
ITH 2'X3'
TRENCH/ DRAT Op. �Op
r _
ry
/ (TYP.) //%
6.-8.. X 6,0/1 00 GA / I
-20 LE CH ITS WITH
4' MIN. ONE (TY
EXISTING BLD& t \ V !
/
TRESERVE AREA (TY
' BE REMOVED /
R30' �'
j % 2' X 2' X 8 OiING
VENT
F& EL.
�I
NV 2.6
EDGE Or PROPOSEL' PW �
4
w/ r I PARKING'(TYP.)
EXISTIN
i
STEEL
BUILDIN
INV. 13.4 ,r I
/
18.4
j
D -BOX
7270 /
/ 2000 ,6Al
ST2 / ACes
1-4000 GAL _ -013--
STI / STi
TO pp, �.. -� 36�
( 0y
r1 /
v i 2 O
5 �
P4
Fipg 8 i�_1 �92, r
82 FOR N O P I Z� PROPOSE6 PATIO
Ab_
0 C g ¢ / REMAINS WOOD FENCE
p. �SLAB EL.18.75 � I
a
1:12 HCALONG 'OT LINE
�HCR-R--p I I�, r
r
SCREENING
S'OZJ;
EXISTING BlDG1 ! 'A 1 CHAWLINK FENCE TO STREET
F - TO BE -REMOVED %! r
1
7 '
7\0 `
\
4'SCH40 PVC
AT 2% MIN.
-
(TYP.)
CONC. STEP
1809 29"MAX. HT.
�MERGENO EXIT
ONLY
n " O
I45' UTA
�7.
H/0'yI �YOI/T
a
RC)F DRYWELL/ AREA
DPJN: 6'X5' LPIT
M'LH .4', STONE:.
/r4' INV. EL 12.0
F&G EL 14.3
iS DPW
E 11
,RAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
REMOVE TOP &SUBSOIL COMPACT SUBBASE
-CROSS SECTION
NOT TO SCALE
ONE
- MIRAFf 140N FABRIC OVER
x
WWI
�pGTF
T
iF
POv`�� O� vi
.. :.
(R.) NTS
J D C REALTY CORP
RPRECAS SERS
REMOVE EXISTING CESSPOOL
LOCUS z0
LOCATE AND REMOVE ANY EXISTING
r
_------�
DRIL (2)•1'0
' P
CESSPOOLS ON PROPERTY. FILL WITH
CLEAN COMPACTED SAND,
�S
0 0 0'
AND MIRAFI 140NS
I' (TYP.)
1
7 '
7\0 `
\
4'SCH40 PVC
AT 2% MIN.
-
(TYP.)
CONC. STEP
1809 29"MAX. HT.
�MERGENO EXIT
ONLY
n " O
I45' UTA
�7.
H/0'yI �YOI/T
a
RC)F DRYWELL/ AREA
DPJN: 6'X5' LPIT
M'LH .4', STONE:.
/r4' INV. EL 12.0
F&G EL 14.3
iS DPW
E 11
,RAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
REMOVE TOP &SUBSOIL COMPACT SUBBASE
-CROSS SECTION
NOT TO SCALE
ONE
.,....�.�..,w MAr JV Y1,1.J 105 & lbb
PLAN REF. LCP 30017A
CTF#142804
ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES)
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX. IMPERVIOUS COVERAGE: 707
GROUNDWATER OVERLAY DISTRICT: NONE
FLOODZONE: C&B (YAR. PANEL 5)
EXISTING USE: VACANT BUILDINGS
PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
& ACCESSORY 30 SEAT RESTAURANT,H-10
COMBINED LOT SIZE: 66,955 SFf (1.54 AC.t)
PROPOSED IMPERVIOUS COVERAGE: 41,165/66955= 61.5%
PROPOSED BUILDING COVERAGE: 8767/66955=13.1% INCL. PATIO
HEAVY DUTY H-20 COVER PROP.H-20 8" F&G'S
LABELED "DRAIN" 2'X 2' GRATE (TYR
DRILL (2) 1"0 HOLES IN COVER
SEE PAVEMENT CROSS .SECTION
- MIRAFf 140N FABRIC OVER
x
WWI
�pGTF
T
60 Feet
POv`�� O� vi
.. :.
(R.) NTS
J D C REALTY CORP
RPRECAS SERS
0
LOCUS z0
AS REO.
r
ADS N-12 OR ED.
DRIL (2)•1'0
' P
4"OSCH-40 PVC AT 2% MIN.
�S
0 0 0'
AND MIRAFI 140NS
HOLES
MORTAR
�O P
0
S°o0 000
FABRIC OVER STONE
INVERT LISTED
m�
2.0' (TYP.)
LOCUS MAP
SCALE 1" = 1000'
1
a LEACHPIT
.,....�.�..,w MAr JV Y1,1.J 105 & lbb
PLAN REF. LCP 30017A
CTF#142804
ZONING DISTRICT: B2 (NOT IN APD OR ZOC FOR NITRATES)
SETBACKS: 30' FRONT, 25' SIDE, 20' REAR
MAX BUILDING COVERAGE 25%
MAX. IMPERVIOUS COVERAGE: 707
GROUNDWATER OVERLAY DISTRICT: NONE
FLOODZONE: C&B (YAR. PANEL 5)
EXISTING USE: VACANT BUILDINGS
PROPOSED USE: N-4 BILLIARD ESTABLISHMENT
& ACCESSORY 30 SEAT RESTAURANT,H-10
COMBINED LOT SIZE: 66,955 SFf (1.54 AC.t)
PROPOSED IMPERVIOUS COVERAGE: 41,165/66955= 61.5%
PROPOSED BUILDING COVERAGE: 8767/66955=13.1% INCL. PATIO
HEAVY DUTY H-20 COVER PROP.H-20 8" F&G'S
LABELED "DRAIN" 2'X 2' GRATE (TYR
DRILL (2) 1"0 HOLES IN COVER
SEE PAVEMENT CROSS .SECTION
r �-
- MIRAFf 140N FABRIC OVER
H-20
WWI
4" MIN. PEASTONE
T
60 Feet
SOLID H-20
.. :.
(R.) NTS
J D C REALTY CORP
RPRECAS SERS
12"0 HDPE
AS REO.
ADS N-12 OR ED.
DRIL (2)•1'0
4"OSCH-40 PVC AT 2% MIN.
0 0 0'
AND MIRAFI 140NS
HOLES
MORTAR
X 6'0
0
S°o0 000
FABRIC OVER STONE
INVERT LISTED
2.0' (TYP.)
1
a LEACHPIT
0
0
PROPOSED
SLOTTED
H-20
0 ,
H-20
3 C.B. TRAP
12"0 HDPE ^ .. :•
1000 GALLON
U112"0 HDPE PIPE
ELBOW
LEACHPI T
J
�o ......
... ... ...
-
6'0X6'- "
8 SHORE
-
LP1000H-20 OR EQUAL
PROPOSED
1000 GALLON PRECAST
-
� 11-20 CATCH aA^n,
'
'0X6- 8 SHOREY SOLID
"'
BASIN H-20 OR EOVAL
LEACHING TRENCH
6" WASHED STONE UNDERNEA
STRUCTURE, COMPACTED
H
SECTIONAL PLATE
ETW
BBETWEEN STRUCTURES
-___
SEE TRENCH CROSS SECTION
......__._ -
3/4" - 1 1/2' 4MIN AROUND PIT
MIRAFI 140N OVERLAP tY
FABRIC OVER
WASHED STONE (TYP.)
4" PEASTONE
DRAINAGE
CROSS SECTION
12"0 SLOTTED H-20
CORRUG0.7ED HDPE PIPE
ADS N-12 OR EQUAL
NOT TO SCALE
.75"-1.5" DOUBLE
6" LOAM & SEED DISTURBED AREAS
WASHED STONE
COMPACTED 6" LIFTS
-
8" H-20 F&G
(TYP )
3.
FILTER FABRIC ER
GRATE UNTIL LAWN
STABILIZE
ZE
1r
ADJUSTING BLOCKS/H-20 RISER
2
r �-
I
DATE: 3-23-99
MORTAR ALL COMPONENTS
TRENCH CROSS SECTION
MAP�30 PCL 1(57
20 40
60 Feet
(R.) NTS
J D C REALTY CORP
uo
4" MIN. PEASTONE
4"OSCH-40 PVC AT 2% MIN.
0 0 0'
AND MIRAFI 140NS
FROM ROOF DRAINS5'-D
X 6'0
0
S°o0 000
FABRIC OVER STONE
INVERT LISTED
600 GAL �
1
a LEACHPIT
0
0
SHOREY OR EQUAL.00
0 ,
THi TH2
ENGINEER: ARNE H. OJALA P.E. ENGINEER: ARNE H. OJALA P.E. PLS
DOWN CAPE ENGINEERING DOWN CAPE ENGINEERING
BOH: AMY VON HONE, R.S. BOH: AMY VON HONE. R.S.
EXCV. BORTOLOTTI CONST. EXCV. BORTOLOT71 CONST.
DATE: 3-3-99 3 PM DATE 3-3-99 3 PM
0-2" 0 LOAMY SAND 10YR2/1 0-2" 0 LOAMY SAND 10YR2/1
2-6" E LOAMY SAND 10YR5/3 2-8" E LOAMY SAND 10YR5 3
6-22" B LOAMY SAND 10YR5/6 B-28" B LOAMY SAND IOYR5/6
22-126 Cl MED. SAND 2.5Y7/4 28-120" Cl MED. SAND 2.5Y7/4
EL. 19.2 O 0" EL. 16.9 O 0"
2" 2"
E 6 E
" 8..
B B
EL. 17.4 P2"
EL. 14.6 28^
Cl 24 GAL POURED
UTOP PERC 7 MINUTES Cl
AT 48" <2. MIN./IN.
EL. 8.7 126" EL, 6.9 120"
NO GROUNDWATER FOUND NO GROUNDWATER FOUND
444&-f 7
DATE
CONTACTS:
3/4- 3/4" - 1 1/2" APPLICANT/OWNER: BILLIARDS REALTY TRUST
DOUBLE WASHED STONE ROBERT D. WILKINS TRUSTEE
4' MIN. AROUND PIT 285 WINTER STREET
HYANNIS, MA 02601
A RE A DRAIN SECTION CHRISTOPHER COTOIA: PH. 771-5872
NOT TO SCALE ENGINEER: DOWN CAPE ENG. INC. 362-4541
FAX. 362-9880
SITE PLAN
OF LAND IN
(WEST) YARMOUTH, MA
PREPARED FOR
BILLIARDS REALTY TRUST
336 ROUTE 28
WEST YARMOUTH, MA 02673
SCALE:
1"=20'
DATE: 3-23-99
20
0
20 40
60 Feet