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LEGEND
—3— EXISTING ELEV. CONTOUR �Q /
3N F EXISTING SPOT ELEV.
J• F PROPOSED SPOT ELEV. (J'x 3 �} x 2
2
—�3�— PROPOSED ELEV. CONTOUR 3 x S
DRAINAGE INLET GRATE ,
EDGE OF EXISTING PAVEMENT � .Q
—OHM/-- OVERHEAD ELECTRIC UTILITIES i/ h
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CENTERLINE 4 N
PROPERTY LINE /
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------ EDGE OF VEGETATED WETLAND CONSTRUCTION NOTES
1. THE WORK LIMIT SHOWN SHALL BE FITTF.D WITH SILT FENCE. THF.
$• UTILITY POLE. FENCE SHALL CONSIST OF A CONTINUOUS,TRENCHED - IN, STAKED
// FABRIC BACKED UP WITH A STAKED ROW OF STRAW BALES. THE SILT
1/t 11L EDGE OF PROPOSED PAVEMENT � - FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
WETLAND FLAG STATION L THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITISHALL
BE RESTORED WITII NATIVE SHRUBS AND GRASSES. SPF.C/FICALLI A
ODENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION PROPOSED SALT TOLERANT 'A HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
NATIVE SHRUB (3 GAL MIN SIZE) SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED MM
" 3. DRIVEWAY SUBGRADENEAR AND WITHIN SOUTH STREET LAYOUT:
X— X- WORK LIMIT PAVFD DRIVEWAY AREAS SHALL DAVE THE SUBGRADE
PREPARED A6 FOLLOWS: SUBGRADE SHALL BE FREE OF
TRASH, VEGFTATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN
INSPECTION IS ADVISED TO QUALIFY TNF. SUBGRADE SOIL.
QUALITI RFMOVE AS INDICATED AND PROVIDE COMPACTED
GENERT C STRL'CTCRAI. FILL TO ESTABLISH ADFQCATF NOS -FROST
AL NOTES SUSCEPTIBLE. SUBGRADE LAYER WITHIN 2 FT. OF THE
PARKING SURFACE BASF_ ALL FILL MATERIAL WHICH MAY BE
REQUIRED WITHIN THE PARKING AREA SHALL BE PLACED IN
1. PLAN REFERENCE: LAND COURT PLAN 9190 H, LOT 7; LIFTS NOT TO EXCEED 6", AND COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS DETERMINED BY METHOD D.
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC., 4. DRIVEWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION
CRAIG FIELD, PLS; WETLAND DELINEATION AND CONSISTING OF AT LEAST 8 INCHES COMPACTED THICKNESS OF
PROCESSED GRAVEL OR 6" COMPACTED THICKNESS OF DENSE
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC. GRADED CRUSHED STONE. THE GRAVEL AND/OR STONE SHALL MEET
2. TITLE REFERENCE: CERT.# 124170 STANDARD MASS. HIGHWAY SPECIFICATIONS FOR PROCESSED
GRAVEL AND / OR PROCESSED STONE. THE PROCESSED GRAI'FL AND/
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS OR DENSE GRADED STONE SHALL BE INSTALLED USING THE NIASS.
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 F OR THE DRIVEIVAYAREA SHALL CONSIST OFTW'O
A I I' WITII BFE = I1 PER FIRM PANEL 250015 0006D COURSES OF CLASS I BITUMINOUS CONCRETE. A I" TOP COURSE AND
2" BINDER COURSE. THE JOB MIX FORMULA SHALL MEET THE MASS.
5. ZONING DISTRICT: RS -40 - DPW STANDARD SPECIFICATION M3.11.03 FOR BINDER AND TOP
6. ASSESSORS biAP 34 PARCEL 257 "COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS.DPN'
STANDARD SPECIF (CATIONS SECTION 460. NO PAVEMENT WORK
SHALL BE DONE DURING RAINY W'EATIIER, UPON SATURATED
SURFACES, "'HERE WATER IS STANDING, WHERE THE TEMPERATURE
IS LOWER THAN 40 DEGREES F, OR 'A HERE FROST IS IN THE GROUND.
6. THE PAVEMENT SHALL PROPERLYMEET AND MATCH THE PAY EMENT
GRADE. AT SOUTH STRf:ET, PRESERVING. THE LOCATION AND PITCH OF
THE GUTTER LINE AND THE EXISTING CATCH BASIN RINI ELFYATION.
CONSULT WITII APPROPRIATE AVTHORTTY AT I'ARMOLTH HIGH" AI'
DEPT. PRIOR TO PERFORMING WORK.
7. P.AVEMENTAND I.ARTH GRADES SHALL NOT RESI''LT IV RI'NOFF
ENTERING THE TRAVELLED WAV ON SOUTH STREET. SEE PLAN FOR
SUGGESTED GRADINGSCHEME.
S. REFERTO ANI' ORDER OF CONDITIONS ISSUED FOR THE PROPOSED
II'ORK ACTI 'I TV YTIIIE I RMOUT II CON SF RVA TI ON CO AI M ISS ION
REVISED 4/6/117 L Cur A
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RECEIVED
APR L 3 2007
1
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, AIA
ASSESSORS' AIAP 34, PARCEL 257;
PREPARED FOR
CHARLES WHITE MANAGEMENT COMPANY
330 CONIMON VEALT11 AVENUE, BOSTON, MA 02115
4 e,
IER 15, 2006 SCALE - 1" =10'
n' PREPARED BY
CAPE COD ENGINEERING, INC.
3'9 ROBERT 111. PERRY, PE
P.O. BOX 1517
tAA - EAST DENNIS, NIA 02641 i
-.,,N ADDITION TEL -508-3851445