HomeMy WebLinkAbout83-1420ORARY CONSTRUCTION AND EROSION C
20 0 10 20 40 8,0
( IN FEET )
1 inch = 20 ft.
STAKED HAY BALE WERE SPECIFIED
TOWARD SITE EXCAVATION
2" X 2" X 36' WOOD POST
8' MAX. C.C.
MIRIFI SILT FENCE OR E
WD, POST
COMPACTED BACKFILL PLAN VIEW
NTS
EXCAVATED TRENCH
METHOD FOR JOINING SILT FENCE SECTIONS
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
AROUND EACH POST AT LEAST ONE TURN
NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE
TOPS OF POSTS WITH CHORD OR WIRE TO
PREVENT FLOW-THROUGH OF BUILT-UP
SEDIMENT AT JOINT.
NOTE.
1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER
CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE.
2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE
3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH.
BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE.
4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE
FENCE LINE.
SILT FENCE INSTALLATION
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DITCH
_-- - - - -- - --
- _-____- =-=--n =--__ 2:7 SLOPE (btAX)
-- -=--_ ----¢_-__-¢_- t6�
--- ----- - --- - -- -
2:1 SLOPE (MAX) I
_41- 1 (2) 1" X 1" X 3' STAKES
PER BALE I
PLAN
EXISTING DITCH SECTION J �l \\
EMBED BALES 4 MIN
UPSTREAM ELEVATION
EROSION CHECK
1/2" = 1,- 0„
EROSION CONTROL AND SITE RESTORATION
1. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE
PREPARATION WORK HAS BEGUN.
2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A
REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED.
3. AREAS DESIGNATED "A" LAWN, APPROXIMATELY 13,000 SQUARE FEET, WILL BE ESTABLISHED BY
APPLYING AT LEAST FOUR INCHES OF SUITABLE TOPSOIL AND EITHER SEEDING OR INSTALLING TURF.
THESE AREAS ARE INTENDED TO BE MOWED AND MAINTAINED AS LAWN, ONLY ORGANIC FERTILIZERS WILL
BE USED FOR LAWN ESTABLISHMENT AND MAINTENANCE.
4. AREAS DESIGNATED "B" ARE TO BE RESTORED TO NATURAL GROWTH CONDITIONS. EXISTING TREES AND
SHRUBS WILL BE RETAINED OR REPLANTED TO THESE AREAS AND SUPPLEMENTED WHERE REQUIRED BY
SIMILAR IMPORTED SHRUBS FOR FINAL PLACEMENT AT APPROXIMATELY 6' C.C.
5. AREAS DESIGNATED "C" WILL BE PLANTED WITH SHRUBS AT A SPACING ALLOWNG FOR SHRUB SIZE AT
MATURITY. AREAS BENEATH SHRUBS WILL BE MULCHED WITH BARK MULCH OR STONE.
6, THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WILL BE SPREAD WITH WITH AT LEAST 4
INCHES OF ORGANIC LOAM, SEEDED WITH TEMPORARY GRASS COVER, MULCHED AND ALLOWED TO REVERT TO
NATURAL GROWTH.
7. WHERE SLOPES EXCEED 259, JUTE OR FIBER NETTING WILL BE SECURED IN PLACE AFTER SEEDING TO
PREVENT EROSION.
8. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND
CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION,
PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY
PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE
SITE IS ACHIEVED.
9. THE CONTRACTOR SHALL MAKE ALL NOTIFICATIONS AND CARRY OUT ALL MEASURES TO PROTECT
ADJACENT WETLANDS AS MAY BE REQUIRED BY CONDITIONS OR ORDERS PLACED UPON THIS PROJECT WORK
BY THE TOWN OF YARMOUTH CONSERVATION COMMISSION.
HAY OR STRAW BALES
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EMBED BALES 4 MIN
UPSTREAM ELEVATION
EROSION CHECK
1/2" = 1,- 0„
EROSION CONTROL AND SITE RESTORATION
1. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE
PREPARATION WORK HAS BEGUN.
2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A
REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED.
3. AREAS DESIGNATED "A" LAWN, APPROXIMATELY 13,000 SQUARE FEET, WILL BE ESTABLISHED BY
APPLYING AT LEAST FOUR INCHES OF SUITABLE TOPSOIL AND EITHER SEEDING OR INSTALLING TURF.
THESE AREAS ARE INTENDED TO BE MOWED AND MAINTAINED AS LAWN, ONLY ORGANIC FERTILIZERS WILL
BE USED FOR LAWN ESTABLISHMENT AND MAINTENANCE.
4. AREAS DESIGNATED "B" ARE TO BE RESTORED TO NATURAL GROWTH CONDITIONS. EXISTING TREES AND
SHRUBS WILL BE RETAINED OR REPLANTED TO THESE AREAS AND SUPPLEMENTED WHERE REQUIRED BY
SIMILAR IMPORTED SHRUBS FOR FINAL PLACEMENT AT APPROXIMATELY 6' C.C.
5. AREAS DESIGNATED "C" WILL BE PLANTED WITH SHRUBS AT A SPACING ALLOWNG FOR SHRUB SIZE AT
MATURITY. AREAS BENEATH SHRUBS WILL BE MULCHED WITH BARK MULCH OR STONE.
6, THE REMAINDER OF THE AREA DISTURBED BY CONSTRUCTION WILL BE SPREAD WITH WITH AT LEAST 4
INCHES OF ORGANIC LOAM, SEEDED WITH TEMPORARY GRASS COVER, MULCHED AND ALLOWED TO REVERT TO
NATURAL GROWTH.
7. WHERE SLOPES EXCEED 259, JUTE OR FIBER NETTING WILL BE SECURED IN PLACE AFTER SEEDING TO
PREVENT EROSION.
8. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND
CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION,
PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY
PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE
SITE IS ACHIEVED.
9. THE CONTRACTOR SHALL MAKE ALL NOTIFICATIONS AND CARRY OUT ALL MEASURES TO PROTECT
ADJACENT WETLANDS AS MAY BE REQUIRED BY CONDITIONS OR ORDERS PLACED UPON THIS PROJECT WORK
BY THE TOWN OF YARMOUTH CONSERVATION COMMISSION.
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ITANK
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PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE
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NOTE
ALL JOINTS BETWEEN PRECAST COMPONENTS, BRICK ADJUSTING
O
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No /
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SEPTIC
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COMPACTED EARTH
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4"0 PVC DISTRIBUTION LATERAL
4"0 PVC VENT
1/2 11 = 1'- 0"
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= 20'
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-
CAST IRON FRAME
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DOWN CAPE ENG. -
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-
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.: X------
6"
ALL TANK AND
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ELEV. DEPTH
20-'--
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a5
PLAN
SECTION B -B
4" E.H. CAST WON
5-0.020
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9-5"0 OUTLET KNOCKOUTS
-ir1
2'-0" 1 O
6"
11'-4"
REMOVED (SEE RISER DETAIL)
S-0.020
a."
`
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1/4" = 1'-O"
MED SAND - C2
1SAN.
15.0 5.0
BOT, EFF. DEPTH 14.00
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B
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17.61
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OUTLET INLET N
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17.94
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PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE
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4"0 PVC VENT
1/2 11 = 1'- 0"
17'-0"
n
_ -4 -1 - _ _ - - _ _ LOCATION OF SECOND INLET TEE
WHERE REQUIRED. TEE MUST BE A
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I A 20" OPENING
I I ' I L
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AMY VON HONE (YARMOUTH B.O.H)
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-
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.: X------
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ZONE B
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ELEV. DEPTH
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SECTION B -B
LOAMY SAND - B
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9-5"0 OUTLET KNOCKOUTS
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2'-0" 1 O
6"
11'-4"
REMOVED (SEE RISER DETAIL)
SECTION A -A
2000
GALLON GREASE 7
16.0 4.5
1/4" = 1'-O"
17'-0"
n
_ -4 -1 - _ _ - - _ _ LOCATION OF SECOND INLET TEE
WHERE REQUIRED. TEE MUST BE A
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I A 20" OPENING
I I ' I L
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SECTION A - A
•
•
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INLET OR OUTLET TEE LOCATION
PLAN 8"
JUNE 19, 1997
FILL KNOCKOUT NOT USED W/MORTAR
fl 11
A
,n mL
A
AMY VON HONE (YARMOUTH B.O.H)
U)
DOWN CAPE ENG. -
WATER TIGHT MORTAR
U
TOTAL ESTIMATED PEAK DAY
-
FILL AT ALL INLETS AND
.: X------
GREASE TRAP
ZONE B
OUTLETS
ELEV. DEPTH
Z
SOURCE UNITS
2' LEVEL PIPE ® OUTLET (TYP)
20.o 0.0
19.2 0.8
ORG. LOAM - A
PLAN
SECTION B -B
LOAMY SAND - B
18.1 2.4
9-5"0 OUTLET KNOCKOUTS
1OYR 5/6
oOUTLINE
REMOVED (SEE RISER DETAIL)
TOTAL FLOW X DET. TIME = 1050 GPD
1600
- 16.2 3.8
7"0 INLET KNOCKOUT
16.0 4.5
TANK
MED SAND - C2
1SAN.
15.0 5.0
BOT, EFF. DEPTH 14.00
B
14,5 6.0
B
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USE 3000 GALLON
OF SEPTIC TANK BELOW
N
SCH40 PVC
CMR 15.223 (b)
8.3 11.7
N IN'
01N
OUTLET INLET N
- __J OUTLET
C>
10-
LIJ
AREA
CAPACITY
SECTION A -A
am
SIDE
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OUTLET
DISTRIBUTION
BOX
(sf)
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°'TYPE
A C.I. COVER ® GRADE
994 473
1467
PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE
w3"ui45'
OUTLET
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SANI
SECTION A - A
•
•
I
INLET OR OUTLET TEE LOCATION
PLAN 8"
JUNE 19, 1997
FILL KNOCKOUT NOT USED W/MORTAR
fl 11
A
,n mL
A
AMY VON HONE (YARMOUTH B.O.H)
-- - - - - - - -
DOWN CAPE ENG. -
WATER TIGHT MORTAR
2 MIN./IN
TOTAL ESTIMATED PEAK DAY
-
FILL AT ALL INLETS AND
.: X------
GREASE TRAP
ZONE B
OUTLETS
ELEV. DEPTH
ELEV. DEPTH
SOURCE UNITS
2' LEVEL PIPE ® OUTLET (TYP)
20.o 0.0
19.2 0.8
ORG. LOAM - A
PLAN
SECTION B -B
LOAMY SAND - B
18.1 2.4
9-5"0 OUTLET KNOCKOUTS
1OYR 5/6
oOUTLINE
REMOVED (SEE RISER DETAIL)
TOTAL FLOW X DET. TIME = 1050 GPD
1600
- 16.2 3.8
7"0 INLET KNOCKOUT
16.0 4.5
TANK
MED SAND - C2
1SAN.
15.0 5.0
BOT, EFF. DEPTH 14.00
B
14,5 6.0
B
TEE
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USE 3000 GALLON
OF SEPTIC TANK BELOW
N
IN SERIES REQUIRED - 310
CMR 15.223 (b)
8.3 11.7
N IN'
01N
OUTLET INLET N
- __J OUTLET
4"
10-
J
AREA
CAPACITY
SECTION A -A
NO. LENGTH WIDTH DEPTH
SIDE
9
OUTLET
DISTRIBUTION
BOX
(sf)
(sf)
ITANK
(gpd)
81 40 1 2.0 2.0 1
°'TYPE
A C.I. COVER ® GRADE
994 473
1467
PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE
w3"ui45'
F_C
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MORTAR JOINT IN
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SANI
SECTION A - A
•
•
5EP-nc SYSTEM - GFNERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
OF THE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT
WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4"0 (1-800-322-4844) AND THE TOWN OF YARMOUTH WATER DEPARTMENT FOR
SCH40 PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM VER'FICATION OF LOCATIONS.
PITCH OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH
INCH PER FOOT IF NOT SPECIFIED. 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE
INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER. NO
3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL
CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL
TOWN OF YARMOUTH BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED.
IG GRADE
PROPOSED GRADE
_ __ ____
9 0 TLET DISTRIBUTION BOX H-20
4 PVC
5-0.020 1
I
16.92 p6.62 16.4516-20
DB
1
4_00
II
I I
VC
S- io 1 ! 2'W X 2'EFF. DEPTH X 40' TRENCH
8 REQUIRED
SAS
I
14.$' LE GTH VARIES - 40.0'
1 in. = 10 ft. HORT.
1 in. = 5 ft. VERT.
SOIL TEST
DATA
1/2" = 11-
0"
JUNE 19, 1997
FILL KNOCKOUT NOT USED W/MORTAR
fl 11
A
-
A
AMY VON HONE (YARMOUTH B.O.H)
ENGINEER:
DOWN CAPE ENG. -
WATER TIGHT MORTAR
2 MIN./IN
TOTAL ESTIMATED PEAK DAY
-
FILL AT ALL INLETS AND
-1
GREASE TRAP
ZONE B
OUTLETS
ELEV. DEPTH
ELEV. DEPTH
SOURCE UNITS
2' LEVEL PIPE ® OUTLET (TYP)
20.o 0.0
19.2 0.8
ORG. LOAM - A
PLAN
SECTION B -B
LOAMY SAND - B
18.1 2.4
9-5"0 OUTLET KNOCKOUTS
1OYR 5/6
COVER TO BE
REMOVED (SEE RISER DETAIL)
TOTAL FLOW X DET. TIME = 1050 GPD
1600
- 16.2 3.8
7"0 INLET KNOCKOUT
16.0 4.5
TANK
MED SAND - C2
3"
15.0 5.0
BOT, EFF. DEPTH 14.00
B
14,5 6.0
B
PERC 2 MIN./IN
-L
i�
USE 3000 GALLON
TANK
N
IN SERIES REQUIRED - 310
CMR 15.223 (b)
8.3 11.7
N IN'
01N
OUTLET INLET N
- __J OUTLET
4"
10-
J
AREA
CAPACITY
SECTION A -A
NO. LENGTH WIDTH DEPTH
SIDE
9
OUTLET
DISTRIBUTION
BOX
(sf)
(sf)
1/2"=1'-0"
(gpd)
5EP-nc SYSTEM - GFNERAL NOTES
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE PROVISIONS 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
OF THE COMMONWEALTH OF MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT
WORK, THE CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC SYSTEM PIPING SHALL BE 4"0 (1-800-322-4844) AND THE TOWN OF YARMOUTH WATER DEPARTMENT FOR
SCH40 PVC SET TO THE LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM VER'FICATION OF LOCATIONS.
PITCH OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1/8TH
INCH PER FOOT IF NOT SPECIFIED. 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS SUBJECT TO THE
INSPECTION OF THE TOWN OF YARMOUTH HEALTH AGENT AND DESIGN ENGINEER. NO
3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM DEPICTED ON THIS PLAN, THE PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE INACCESSIBLE UNTIL
CONTRACTOR SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE INSPECTED AND APPROVED BY THE HEALTH AGENT. THE CONTRACTOR SHALL
TOWN OF YARMOUTH BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED.
IG GRADE
PROPOSED GRADE
_ __ ____
9 0 TLET DISTRIBUTION BOX H-20
4 PVC
5-0.020 1
I
16.92 p6.62 16.4516-20
DB
1
4_00
II
I I
VC
S- io 1 ! 2'W X 2'EFF. DEPTH X 40' TRENCH
8 REQUIRED
SAS
I
14.$' LE GTH VARIES - 40.0'
1 in. = 10 ft. HORT.
1 in. = 5 ft. VERT.
SOIL TEST
DATA
LOAMY
DATE:
JUNE 19, 1997
SOURCE UNITS
EXCAVATOR:
BORTOLOTTI
COMMENT
_
B.O.H. AGENT:
AMY VON HONE (YARMOUTH B.O.H)
ENGINEER:
DOWN CAPE ENG. -
DCT
2 MIN./IN
TOTAL ESTIMATED PEAK DAY
LOCATION: TP2
LOCATION: TP
-1
GREASE TRAP
ZONE B
DATE:
ELEV. DEPTH
ELEV. DEPTH
SOURCE UNITS
20.5 0.0
20.o 0.0
19.2 0.8
ORG. LOAM - A
19.5 1.0
LLA/
D
LOAMY SAND - B
18.1 2.4
17.8 2.2
1OYR 5/6
MED SAND - Cl
TOTAL FLOW X DET. TIME = 1050 GPD
1600
- 16.2 3.8
5YR 4/6
16.0 4.5
TANK
MED SAND - C2
SEPTIC TANK
15.0 5.0
BOT, EFF. DEPTH 14.00
IOYR 6/4
14,5 6.0
-
PERC 2 MIN./IN
X 2.0 DAYS
i�
USE 3000 GALLON
TANK
N
IN SERIES REQUIRED - 310
CMR 15.223 (b)
8.3 11.7
LEACHING FACILITY
N
<
BOTTOM
7.2 13.3
LEACHING TRENCHES
NO GROUNDWATER
AREA
SECTION A -A
310CMR 15.221 (2) SEPTIC TANKS, GREASE TRAPS, DOSING CHAMBERS AND DISTRIBUTION BOXES
SHALL BE SET LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE WHICH HAS BEEN MECH-
ANICALLY COMPACTED. IF THE COMPONENT IS PLACED IN FILL, PROPER COMPACTION IS REQUIRED
TO ENSURE STABILITY AND TO PREVENT SETTLING; NATIVE GROUND WITH A SIX INCH STONE
BASE IS OTHERWISE ADEQUATE.
BGG GALLON SEPTIC TANK - H 2C
1/4" = 1'- 0"
Ci LIiN
=ON '
MIN. WT. FRAME AND COVER: 495 LBS
ANHOLE FRAME AND CO
1" = 1'- 0"
5"
SEEM SYSTEM DESIGN
SEWAGE FLOW ESTIMATE
DATA
LOAMY
SAND - B
-
SOURCE UNITS
GPD/UNIT
QTY GPD
COMMENT
MED
Restaurant seat
2C
70 1400
310 CMR 15.203
2 MIN./IN
TOTAL ESTIMATED PEAK DAY
FLOW 1400
INDICATOR WELL:
MIW29
GREASE TRAP
ZONE B
DATE:
6/97
ADJ. FACTOR:
SOURCE UNITS
GPD/UNIT
QTY GPD
COMMENT
LLA/
D
i�i
KITCHEN I
i 15
70 1050
310 CMR 15.203
a
TOTAL FLOW X DET. TIME = 1050 GPD
X 1.0 DAYS =
1050 JUSE
2000 GALLON
TANK
O
SEPTIC TANK
w
��//��
a
TOTAL FLOW X DET. TIME = 140Q GPD
X 2.0 DAYS
= 2800
USE 3000 GALLON
TANK
2 TANKS
IN SERIES REQUIRED - 310
CMR 15.223 (b)
J
LEACHING FACILITY
N
<
O
LEACHING TRENCHES
LEACHING
AREA
CAPACITY
Lj
>
NO. LENGTH WIDTH DEPTH
SIDE
BOTTOM
SIDE BOTTOM
TOTAL
(ft) (ft) (ft)
(sf)
(sf)
(gpd) (gpd)
(gpd)
81 40 1 2.0 2.0 1
1 168
1 80
994 473
1467
PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE
- 0.74 BOTTOM - 0.74
ORG.
SANDY LOAM
LOAMY
SAND - B
-
10YR 5/8
MED -COARSE
SAND - Cl
7.5YR 5/8
MED
SAND - C2
10YR
7/4
PERC
2 MIN./IN
BOTTOM
NO GROUNDWATER
LOCATION:
TP3
ELEV. DEPTH
9.6 0.0
8.8 0.8
DUFF, LS
- 8.3 1.3
LOAMY SAND
7-1 2.5
EST. HIGH GW
6.6 3.0
MED SAND - MOTTLED
6.1 3.5
BOTTOM OBS. GW
UFGS HIGH GROUNDWATER EST.
INDICATOR WELL:
MIW29
ZONE:
ZONE B
DATE:
6/97
ADJ. FACTOR:
1.7
30792 /
97-16
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AT MAX. 20' APART AS REQUIRED PER / / I ) GREASE
T.O.Y BY-LAW SEC. 301.4.4 / _ a N
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VARIABLE WIDTH - STATE HIGHWAY
22.88ep
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IF
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ATMA . 20' APART D PER ' uA
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�y I
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1�
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f S
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50'
? 4,
20 0 10 20 40 110
( IN FEET )
1 inch = 20 ft.
20' WIDE BUFFER - EXISTING TREES TO /
BE RETAINED. ADD 2" CALIPER TREES /
AT MAX. 20' APART AS REQUIRED PER
T.O.Y BY-LAW SEC. 301.4.4 /
/
22 42cp /
0/
a
11.61ep
�!G
l
12.2lep
T.B.M. PK SET IN SIDEWALK
ELEV = 22.07 NGVD
PLAN OF LAND IN YARMOUTH, MASS.
FOR SPERO THEOHARIDIS, BEING LOTS
1, 2, AND 3 AS SHOWN ON A PLAN
DATED FEBRUARY 25, 1964 FOR SPERO
THEOHARIDIS BY S. R. SWEETSER,
ENGINEER. MAY 7, 1971, 1" = 50' BY
S. R. SWEETSER, ENGINEER.
20' WIDE BUFFER - EXISTING TREES TO
BE RETAINED. ADD 2" CALIPER TREES
AT MAX. 20' APART AS REQUIRED PER
T.O.Y BY-LAW SEC. 301.4.4
, � Q
, J 1
0
FDGE OF WFT .' ND
standing woter 6/51Vi
of e/ewlli " 807
1 SHOWS APPROXIMATE LOCATION OF 2" CALIPER TREES
TO BE PLANTED IN AREAS WHERE EXISTING TREES
CANNOT BE RETAINED. THE MAXIMUM SEPARATION OF
TREES WITHIN THE BUFFER AREAS SHALL BE 20 FT.
NOTE:
THE TOWN OF Y-.RMOUTH REQUIRES THAT SITE WORK BE
SUPERVISED AM CERTIFIED AS COMPLETED IN ACCORDANCE
WITH THE APPRC'.ED PLANS BY THE DESIGN ENGINEER. THE
SITE CONTRACTC SHALL NOTIFY THE ENGINEER OF THE
CONSTRUCTION SCHEDULE AND ALLOW ACCESS FOR T"{
ENGINEER TO Cc ERVE AND PERFORM TESTING AS REQUIRED
TO COMPLETE T4E "CERTIFIED INSPECTION REPORT BY
OWNER'S ENGIN[zR".
BUFFER ABUTTING RESIDENTAL DISTRICT REQUIRES SCREENING
CONSISTING OF SHRUBS (75 EVERGREENS).
REFER TO T.O.Y BY-LAW SE:TION 301.4.5
H SHOWS APPROXIMATE LOCATION OF PROPOSED
POLE LIGHT. PARMNIG LOT SHALL BE ILLUMINATED
IN SUCH A WAY THAT IT CAUSES NO GLARE FOR
MOTORISTS, PEDE1.7DANS OR NEIGHBORING PREMISES
_
EXISTING CONTOUR
�0
__fid
�i
EXG. TREE/SHRUB LINE
70'2
EXISTING SPOT ELEVATION
X
PROPOSED USE:
[21.'3]/
PROPOSED SPOT ELEVATION
/(OS PROPOSED SPOT ELEVATION
TEST PIT LOCATION
— W
— WATER SERVICE
C-
GUY WIRE
DIMENSIONAL REOuIREMENTS:
POLE MTD. LIGHT
QE
ELEC. MANHOLE
O
GUY POLE
`CP
GAS SHUT OFF VALVE
'f
CURB STOP
H
GAS GATE VALVE
QE
ELEC. HAND BOX
Q
CATCH BASIN
DRAIN MANHOLE
—�
SINGLE POST SIGN
NA
HANDICAP PARKING
<35 FT
PROJECT BENCH MARK
0 o-
0
O Q0l PO 72
O
Ln
r
o ROUTE 28
USGS - DENNIS QUADRANGLE
1000 0 500 1000 2000 4000
( IN FEET }
1 inch = 1000ft.
ROUTE 28
MAIN STREET
25/W1 CHRISTY'S MKT.
25/X1
26/143
LOCUS
O
25/W3
"99" RESTAJRANT my 19/A2
DRIVE
25/W4(? 26/R4
26/R5 25/X2
` e 18/1413 GREGORY BOTSIVALES, TR.
25/W5 GENERAL PLAN BOOK 320 PAGE 30
m�
BUSINESS 18/1474
LOT LINE DIVIDES ZONES
18/N15
/18/L118
K-3'/18
K3-3 18 13
/1416
18/K4
100 0 50 too 200
400
( IN FEET }
1 inch = 100 ft.
SITE PIAN R yi DATA:
__fid
�i
EXISTING USE:
VACANT LAND
PROPOSED USE:
H-10 EATING AND DRINKING ESTABLISHMENTS
ZONING DISTRICT:
GENERAL BUSINESS
FLOOD ZONE:
ZONE C, COMMUNITY PANEL 250015 0005 D
AQUIFER PROTECTION DISTRICT:
SITE IS NOT IN DISTRICT
DIMENSIONAL REOuIREMENTS:
REQUIRED
PROVIDED
FRONT SETBACK
30 FT
46.8
SIDE SETBACK:
25 FT
81,6
REAR SETBACK:
20 FT
NA
FIRST FLOOR AREA:
<25%
2655 SF (5.67)
SECOND FLOOR AREA
NA
BASEMENT FLOOR AREA:
NA
BUILDING HEIGHT:
<35 FT
22.5 FT
PARKING REOU REMt_NTS: ***
31 SPACES
35 SPACES
HANDICAPPED CALCULATION:
>15 SPACES REQ. PROVIDE
TWO HCP. SPACES
TREE CALCULATIONS::
38 SPACES - 38/8 = 5
TREES REQUIRED
LOT SIZE:
47116±SF
QC
PERCENT IMPERVOUS COVER (AREA SF):
57% (26,990 SF)
*-*PARKING CALCULA'ION:
REFER TO MASS. BUILDING CODE SECTION 806.1.1 AND 806.1.2 AND TABLE 806. REQUIRED FLOOR AREA
PER OCCUPANT = 15 SF (NET). DINING ROOM AREA = 1050 SF. 1050/15 PER PERS = 70 PERS.
TOWN OF YARMOUTH BY-LAW SECTION 301.5 REQUIRES 1 SPACE PER 3 OCCUPANTS. 70 OCC./3 OCC. PER
SPACE = 23 SPACES. NUMBER OF EMPLOYEES PER SHIFT = 8. (ASSUME 1 CAR PER EMPLOYEE)
TOTAL PARKING REQUIREMENT = 23+8=31 SPACES.
41NA
CIVIL
No. 3Dv
OJALA
No. 26348
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CIVIL
No. 3Dv
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No. 26348
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SHEET 1 OF 4
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SHEET 1 OF 4
)P. LEACHING TRENCH
E DETAIL THIS SHEET
;TING CATCH BASIN
EXG. PAVEMENT
:CTING PIPE BETWEEN
;INS TO BE SMOOTH
PIPE AASHTO H-20
INSTALLED.
'NCH
iEET
6" LOAM AND SEED PRECAST CONCRETE CURB
OR OTHER SPECIFIED LANDSCAPE TREATMENT
SEE ARCHITECTURAL DRAWINGS 6"
FOR CURBING ADJ. TO SIDEWALK 1" BIT. CONC. MASS. DPW. TYPE I TOP MIX
2" BIT. CONC. MASS. DPW. TYPE I BINDER
A
I
\/\\' �• ��_`. 1' MIN. COMPACTED GRAVEL BASE
`
3
7"
33 1/4"
24 1/4'
1 1/4"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
A
a
�4 1/2'
SECTION A -A
MINIMUM FRAME WEIGHT- 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LES.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SO IN.
FRAME AND GRATE
1" = 1'- 0"
DRAINAGE DESIGN
DRAINAGE FACILITES FOR PARKING AREA IS DESIGNED AND
IS TO BE CONSTRUCTED TO CONTAIN STORMWATER RUNOFF RESULTING
FROM A 25YR STORM ON SITE_ REFER TO TOWN OF YAPVCUTIi
SUBDIVISION REGULATIONS FOR DESIGN PROCEDURE.
THE DESIGN ENGINEER WILL INSPECT THE STORM DRAINAGE
INSTALLATION AND CERTIFY COMPLETION IN ACCORDANCE %7TH
THIS PLAN TO THE TOWN OF YARMOUTH.
4" MIN. LOAM AND SEED
OR OTHER SPECIFIED LANDSCAPE TREATMENT
BIT. CONC. BERM
1' BIT. CONC. TYPE I TOP MIX
L- 3" 2' BIT. CONC. TYPE I BINDER
1' MIN GRAVEL BASE
COMPACTED FILL OR NATURAL SUBGRADE
CURBING DETAIL
1"
= 1'—
0"
33 1/4"
24 1/4'
1 1/4"
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
A
a
�4 1/2'
SECTION A -A
MINIMUM FRAME WEIGHT- 3 -FLANGE - 265 LBS.
4 -FLANGE - 295 LES.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SO IN.
FRAME AND GRATE
1" = 1'- 0"
DRAINAGE DESIGN
DRAINAGE FACILITES FOR PARKING AREA IS DESIGNED AND
IS TO BE CONSTRUCTED TO CONTAIN STORMWATER RUNOFF RESULTING
FROM A 25YR STORM ON SITE_ REFER TO TOWN OF YAPVCUTIi
SUBDIVISION REGULATIONS FOR DESIGN PROCEDURE.
THE DESIGN ENGINEER WILL INSPECT THE STORM DRAINAGE
INSTALLATION AND CERTIFY COMPLETION IN ACCORDANCE %7TH
THIS PLAN TO THE TOWN OF YARMOUTH.
4" MIN. LOAM AND SEED
OR OTHER SPECIFIED LANDSCAPE TREATMENT
BIT. CONC. BERM
1' BIT. CONC. TYPE I TOP MIX
L- 3" 2' BIT. CONC. TYPE I BINDER
1' MIN GRAVEL BASE
\/\\j\\j\ \,\ .X�/\�j `
//V/\i \,/\y1 � � _ A �
/AA/AA, AA VA/A //A/
COMPACTED FILL OR NATURAL SUBGRADE
;M EDGE
PRECAST CONC. CATCH BASIN
a
FRAME AND GRATE
REMOVE EXISTING CURB - REPLACE W/SLOPED SECTION
BOTH SIDES OF OPENING
CLOSE EXISTING CURB CUT AND REPLACE CURBING
96'
REMOVE EXIST84' ING SIDEWALK
REMOVE EXISTING
EXISTING GRANITE CURB
GUTTER LINE -ROUTE 28
EXISTING GRANITE CURB/ j
EXISTING BIT. CONC. SIDEWALK
SLOPE TO MEET NEW PAVEMENT ® 1:12 MAX
BOTH SIDES OF OPENING
O
Rg0•
RELOCATE EXG. POLE AND GUY
PAINTED STOP LINE i
EXISTING PAVEMENT - ROUTE 28 4" MIN CROWN
F_ ----
CURB AND SIDEWALK TO BE PITCH A� WA p
REMOVED AS REQUIRED. Ham'
u
STATE HIGHWAY L.O, I PROPOSED DRIVEWAY
CURB CUT SECTION (NTS)
/v
R5.0' P
`�o
'O•
24.0' \
PPT
AINTED DIRECTIONAL ARROW
s'®
2
CURB CUT DETAIL
1" = 20'
---------------------<'"
3/4" TO 1 1/2" DOUBLE WASHED STONE
\ 12" ID SMOOTH BORE I FILT TOR' "MA MIZE,'
CORRUGATED HD POLYETHYLENE PIPE
\ \ ❑❑❑❑cl
\ \ 00000 / ..
\ 000000 / / }
\\ \\ g�❑❑OOO� /// // .. DRAINAGE TRENCH ..
\ �• / .. ..
-----
D
CURB INLET WHERE SPECIFIED VARIES (SEE SCHEDULE OF ELEVATIONS)
Pk':CAST CONC. CURB
PLAN
3 FLANGE FRAME AND GRATE
CONC. CURB INLET
z
m
s
v>
z
n
INV. ELEV. SEE TABLE
PRECAST CONCRETE
CATCH BASIN
TOWN OF YARMOUTH
i
8"
5'-6"
lk
\/\\j\\j\ \,\ .X�/\�j `
//V/\i \,/\y1 � � _ A �
/AA/AA, AA VA/A //A/
COMPACTED FILL OR NATURAL SUBGRADE
;M EDGE
PRECAST CONC. CATCH BASIN
a
FRAME AND GRATE
REMOVE EXISTING CURB - REPLACE W/SLOPED SECTION
BOTH SIDES OF OPENING
CLOSE EXISTING CURB CUT AND REPLACE CURBING
96'
REMOVE EXIST84' ING SIDEWALK
REMOVE EXISTING
EXISTING GRANITE CURB
GUTTER LINE -ROUTE 28
EXISTING GRANITE CURB/ j
EXISTING BIT. CONC. SIDEWALK
SLOPE TO MEET NEW PAVEMENT ® 1:12 MAX
BOTH SIDES OF OPENING
O
Rg0•
RELOCATE EXG. POLE AND GUY
PAINTED STOP LINE i
EXISTING PAVEMENT - ROUTE 28 4" MIN CROWN
F_ ----
CURB AND SIDEWALK TO BE PITCH A� WA p
REMOVED AS REQUIRED. Ham'
u
STATE HIGHWAY L.O, I PROPOSED DRIVEWAY
CURB CUT SECTION (NTS)
/v
R5.0' P
`�o
'O•
24.0' \
PPT
AINTED DIRECTIONAL ARROW
s'®
2
CURB CUT DETAIL
1" = 20'
---------------------<'"
3/4" TO 1 1/2" DOUBLE WASHED STONE
\ 12" ID SMOOTH BORE I FILT TOR' "MA MIZE,'
CORRUGATED HD POLYETHYLENE PIPE
\ \ ❑❑❑❑cl
\ \ 00000 / ..
\ 000000 / / }
\\ \\ g�❑❑OOO� /// // .. DRAINAGE TRENCH ..
\ �• / .. ..
-----
D
CURB INLET WHERE SPECIFIED VARIES (SEE SCHEDULE OF ELEVATIONS)
Pk':CAST CONC. CURB
PLAN
3 FLANGE FRAME AND GRATE
CONC. CURB INLET
z
m
s
v>
z
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1. CATCH BASINS SHALL CONFORM TO ASTM SPECIFICATION C478-75
2. CATCH BASINS SHALL BE WET CAST 4000 PSI CONCRETE W/PIPE
CONNECTION OPENINGS CAST IN AT REWIRED LOCATIONS.
3. NO STEPS ARE REQUIRED IN CATCH BASINS
4. THE MINIMUM SUMP DEPTH SHALL BE 5 FEET.
5. ALL PIPES SHALL BE SECURELY MORTERED IN PLACE
6. PROVIDE PIPE TRAPS AT OUTLETS TO ALL LEACHING STRUCTURES.
7. ALL DRAINAGE COMPONENTS SHALL BE DESIGNED TO WITHSTAND
AASHTO H-20 WHEEL LOADING AS INSTALLED.
PIPE THROUGH "A" END PLATE, .
"B" END PLATE AT OTHER END OF TRENCH
12' ID SMOOTH BORE o 00 0 0 0 0 o O o 0 0 0 0
CORRUGATED HD POLYETHYLENE PIPE
0 0 0 0 0 0 0 0 0 0 0 0 0 0
z
3/4" TO 1 1/2" WASHED STONE
INFILTRATOR "MAXIMIZER"
3"
MIN. 4IOZ. NON -WOVEN• FILTER FABRIC -
> 2" MIN. PEASTONE
UNDISTURBED
/ I EARTH I
COMPACTED
FILL
6' - 10'
SECTION A — A INFILTRATOR 'MAXIMIZER"
LENGTH VARIES - NUMBER OF CHAMBERS + 8'
SECTION A — A
PAVEVENT 13ASE- '
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fV
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v
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EARTH OR
COMPACTED
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3/4" TO 1 1/2" WASHED STONE
COMPACT W/VIBRATORY COMPACTOR
ND LEACHING TREND
1/2" 0-
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INV. ELEV. SEE TABLE
PRECAST CONCRETE
CATCH BASIN
TOWN OF YARMOUTH
SPECIFICATION
8"
5'-6"
1. CATCH BASINS SHALL CONFORM TO ASTM SPECIFICATION C478-75
2. CATCH BASINS SHALL BE WET CAST 4000 PSI CONCRETE W/PIPE
CONNECTION OPENINGS CAST IN AT REWIRED LOCATIONS.
3. NO STEPS ARE REQUIRED IN CATCH BASINS
4. THE MINIMUM SUMP DEPTH SHALL BE 5 FEET.
5. ALL PIPES SHALL BE SECURELY MORTERED IN PLACE
6. PROVIDE PIPE TRAPS AT OUTLETS TO ALL LEACHING STRUCTURES.
7. ALL DRAINAGE COMPONENTS SHALL BE DESIGNED TO WITHSTAND
AASHTO H-20 WHEEL LOADING AS INSTALLED.
PIPE THROUGH "A" END PLATE, .
"B" END PLATE AT OTHER END OF TRENCH
12' ID SMOOTH BORE o 00 0 0 0 0 o O o 0 0 0 0
CORRUGATED HD POLYETHYLENE PIPE
0 0 0 0 0 0 0 0 0 0 0 0 0 0
z
3/4" TO 1 1/2" WASHED STONE
INFILTRATOR "MAXIMIZER"
3"
MIN. 4IOZ. NON -WOVEN• FILTER FABRIC -
> 2" MIN. PEASTONE
UNDISTURBED
/ I EARTH I
COMPACTED
FILL
6' - 10'
SECTION A — A INFILTRATOR 'MAXIMIZER"
LENGTH VARIES - NUMBER OF CHAMBERS + 8'
SECTION A — A
PAVEVENT 13ASE- '
PEASTONE
fV
COMPACTED FILL
v
UNDISTURBED a
EARTH OR
COMPACTED
FILL
3/4" TO 1 1/2" WASHED STONE
COMPACT W/VIBRATORY COMPACTOR
ND LEACHING TREND
1/2" 0-
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No. 30792
26348 / a
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