Decision 4111 - Topographic Site PlanI
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LEGEND
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EXISTING ELEV. CONTOUR
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-4
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PROPOSED SPOT ELEV.
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PROPOSED ELEV. CONTOUR
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DRAINAGE INLET GRATE
EDGE OF EXISTING PAVEMENT
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OVERHEAD ELECTRIC UTILITIES
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CENTERLINE
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CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF
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EDGE OF VEGETATED WETLAND
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UTILITY POLE
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PROPOSED SALT TOLERANT
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GA2�GE
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WORK LIMIT
RESPECTIVELY.
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A I I' WITII BFE = I1 PER FIRM PANEL 250015 0006D
vEGFTATE'.O/
2" BINDER COURSE. THE JOB MLX FORMULA SHALLMEET THE MASS.
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ZONING DISTRICT • RS -40
DPNSTANDARD SPECIFICATION M3.11.03 FOR BINDER AND TOP
6.
ASSESSORS MAP 34, PARCEL 257
'COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS. DPW
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SHALL BE DONE DURING RAINY WEATHER. UPON SATURATED
., eo eOeA five
h
SURFACES, WHERE WATER IS STANDING, WHERE THE TEMPERATUTE
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IS LOWER TITAN 40 DEGREES F. OR WHERE. FROST IS IN THE GROUND,
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YARMOUTH
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CONSTRUCTION NOTES
1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE. THE
FENCE SHALLCONSISTOFA CONTINUOUS, TRENCHED -IN, STAKED
FABRIC BACKED UP WITH A STAKED ROW OF STRAW BALES. THE SILT
FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL
BE RESTORED WITH NATIVE SHRUBS AND GRASSES. SPECIFICALLY,A
DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION
'A HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED AIX.
3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LAYOUT:
PAVED DRIVEWAY AREAS SHALL HAVE THE SUBGRADE
PREPARED AS FOLLOWS: SUBGRADE SHALL BE FREE OF
TRASH. VEGETATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN
INSPECTION IS ADVISED TO QUALIFY THE SUBGRADE SOIL
QUALIFY. REMOVE AS INDICATED AND PROVIDE. COMPACTED
STRUCTURAL FILL TO ESTABLISH ADE UATEN'ONFROST
LEGEND
—3—
EXISTING ELEV. CONTOUR
3m 1
EXISTING SPOT ELEV.
• I
PROPOSED SPOT ELEV.
—�3 —
PROPOSED ELEV. CONTOUR
®
DRAINAGE INLET GRATE
EDGE OF EXISTING PAVEMENT
—OHw'--
OVERHEAD ELECTRIC UTILITIES
"
CENTERLINE
PROPERTY LINE
CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF
TOP OF BANK
�r—v—
—' —' —
EDGE OF VEGETATED WETLAND
TITLE REFERENCE' CERT. # 124170
UTILITY POLE
Jl� LLL
EDGE OF PROPOSED PAVEMENT /
GRAVEL AND 1 OR PROCESSED STONE. THE PROCESSED GRAVEL AND/
WETLAND FLAG STATION
O
PROPOSED SALT TOLERANT
NATIVE SHRUB (3 GAL. MIN SIZE)
X — X--
WORK LIMIT
YARMOUTH
X3 �xZ P� ��`ED
Z
3xS 4x 3 �✓i°i
b
CONSTRUCTION NOTES
1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE. THE
FENCE SHALLCONSISTOFA CONTINUOUS, TRENCHED -IN, STAKED
FABRIC BACKED UP WITH A STAKED ROW OF STRAW BALES. THE SILT
FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL
BE RESTORED WITH NATIVE SHRUBS AND GRASSES. SPECIFICALLY,A
DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION
'A HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED AIX.
3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LAYOUT:
PAVED DRIVEWAY AREAS SHALL HAVE THE SUBGRADE
PREPARED AS FOLLOWS: SUBGRADE SHALL BE FREE OF
TRASH. VEGETATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN
INSPECTION IS ADVISED TO QUALIFY THE SUBGRADE SOIL
QUALIFY. REMOVE AS INDICATED AND PROVIDE. COMPACTED
STRUCTURAL FILL TO ESTABLISH ADE UATEN'ONFROST
A
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' MAP 34, PARCEL 257;
PREPARED FOR
ACiARLES WHITE MANAGEMENT COMPANY
to 30 COMMONWEALTH AVENUE, BOSTON, MA 02115
M.%C R 15, 2006 SCALE- 1"-10'
PPP,RY PREPARED BY
�C!V iL CAPE COD ENGINEERING, INC.
y ROBERT NI. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
TEL - 508-385-1445
t
GENERAL NOTES
SUSCEPTIBLE SURGRADE LAYER W'ITHIIN 2 FT. OF THE
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF
PARKING SURFACE BASE. ALL FILL MATERIAL WHICH MAYBE
CONSULT IA'ITH APPROPRIATE AUTHORITY AT YARMOUTH HIGFF A'AI'
REQUIRED MYTIHN THE PARKING AREA SHALL BE PLACED IN
1.
PLAN REFERENCE' LAND COURT PLAN 9190 H, LOT T,
LIFTS NOT TO EXCEED 6', AND COMPACTED TO 95% OF THE
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
MAXIMUM DENSITY AS DETERMINED BY METHOD D.
SUGGESTED GRADING SCHEME. n#
4. DRIVEWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION
CRAIG FIELD, PLS; WETLAND DELINEATION AND
CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
PROCESSED GRAVEL OR 6- COMPACTED THICKNESS OF DENSE
GRADED CRUSHED STONE. THE GRAVEL AND/OR STONE SHALL MEET
2.
TITLE REFERENCE' CERT. # 124170
STANDARD MASS. IIIGHM'AY SPECIFICATIONS FOR PROCESSED
GRAVEL AND 1 OR PROCESSED STONE. THE PROCESSED GRAVEL AND/
3.
ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
OR DENSE GR.AIIED STONE. SHALL BE INSTALLED USING THE MASS.
THE CATCH BASIN RIM IN THE STREET ELEV. = 5.58
DPW STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402,
RESPECTIVELY.
4.
THE SITE LIES WITHIN THE COASTAL FLOOD ZONE
5. THE PAVEMENT FOR THE DRIVEWAY AREA SHALL CONSIST OF TWO
A I I' WITII BFE = I1 PER FIRM PANEL 250015 0006D
COURSES OFCLASS 1 BITUMINOUS CONCRETE. A i"TOP COURSE AND A
2" BINDER COURSE. THE JOB MLX FORMULA SHALLMEET THE MASS.
5.
ZONING DISTRICT • RS -40
DPNSTANDARD SPECIFICATION M3.11.03 FOR BINDER AND TOP
6.
ASSESSORS MAP 34, PARCEL 257
'COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS. DPW
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SHALL BE DONE DURING RAINY WEATHER. UPON SATURATED
SURFACES, WHERE WATER IS STANDING, WHERE THE TEMPERATUTE
IS LOWER TITAN 40 DEGREES F. OR WHERE. FROST IS IN THE GROUND,
A
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' MAP 34, PARCEL 257;
PREPARED FOR
ACiARLES WHITE MANAGEMENT COMPANY
to 30 COMMONWEALTH AVENUE, BOSTON, MA 02115
M.%C R 15, 2006 SCALE- 1"-10'
PPP,RY PREPARED BY
�C!V iL CAPE COD ENGINEERING, INC.
y ROBERT NI. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
TEL - 508-385-1445
t
6. THE PAVEMENT SHALL PROPERLY MEET AND MATCH THE PAA'EMENT
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF
THE GUFTER LINE. AND THE EXISTING CATCH BASIN RISE ELEVATION.
CONSULT IA'ITH APPROPRIATE AUTHORITY AT YARMOUTH HIGFF A'AI'
-. -
DEPT. PRIOR TO PERFORMING WORK. y
7. PAVEMENT AND EARTH GRADES SHALL NOT RESULT IN RUNOFF 7
ENTERING THE T RAVELLED WAY ON SOUTH STREET. SEE PLANFOR ti
-
SUGGESTED GRADING SCHEME. n#
R. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THE PROPOSED I 1
WORK ACTIVITI' 151' THE YARMOUTH CONSERVATION' COMMISSION.
A
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' MAP 34, PARCEL 257;
PREPARED FOR
ACiARLES WHITE MANAGEMENT COMPANY
to 30 COMMONWEALTH AVENUE, BOSTON, MA 02115
M.%C R 15, 2006 SCALE- 1"-10'
PPP,RY PREPARED BY
�C!V iL CAPE COD ENGINEERING, INC.
y ROBERT NI. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
TEL - 508-385-1445
t