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GENERAL NOTES
1. PLANS AND TOPOGRAPHY INFORMATION ARE PREPARED FROM
EXISTING PLANS PROVIDED BY THE YARMOUTH HOUSING
AUTHORITY AND ADDITIONAL GROUND SURVEY BY GCG
ASSOCIATES, INC.
2. ALL LOCATIONS OF SUBSURFACE UTILITIES AND STRUCTURES
WERE OBTAINED FROM AVAILABLE UTILITY RECORDS. THE SIZE,
TYPE, AND LOCATION OF UTILITIES SHOWN ARE APPROXIMATE.
THE CONTRACTOR SHALL PROPERLY LOCATE THE UTILITIES PRIOR
TO THE BEGINNING OF CONSTRUCTION. THE CONTRACTOR SHALL
OBTAIN UTILITY INFORMATION BY CONTACTING DIG SAFE A MINIMUM
OF 72 HOURS PRIOR TO CONSTRUCTION (800-322-4844). THE
CONTRACTOR SHALL EXCAVATE TEST PITS TO VERIFY UTILITY
LINE LOCATIONS AS NECESSARY.
3. WATER MAINS ARE ASSUMED TO BE 5 FEET BELOW THE EXISTING
GROUND SURFACE. GAS LINES ARE ASSUMED TO BE 3 FEET
BELOW THE EXISTING GROUND SURFACE. TELEPHONE LINES AND
ELECTRIC CONDUIT ARE ASSUMED TO BE 2 FEET BELOW THE
EXISTING GROUND SURFACE.
4. LOCATION OF PROPOSED UTILITIES MAY BE ALTERED IN THE
FIELD BY THE ENGINEER TO SUIT FIELD CONDITIONS.
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INDEX TO DRAWINGS
1. COVER
2. LEGEND
5. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A "{pica `" x— u x
. T , „,�,, la" � � �.� ari "-�' � Fi � '> j k ^ t'�-^��''� tPC1?t��
CONSTRUCTION SCHEDULE DELINEATING THE SEQUENCE OF WORK
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AND ESTIMATED TIME OF COMPLETION OF EACH SEGMENT OF ,a µ �� c� sir" 3. LONG POND PLAZA SITE IMPROVEMENT PLAN
WORK, PRIOR TO THE COMMENCEMENT OF WORK., 1 fin.*`._ u. _�s n.<rve<m .`iryaT
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE �� {°, s 4,a f'; " "< `' 4 4. MISCELLANEOUS DETAILS
RESTORATION AND CLEAN UP UPON COMPLETION OF THE PROJECT. r �Seea
7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
CONSTRUCTION MEANS, METHODS, TECHNIQUES, AND PROCEDURES,
AND FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION
WITH ALL WORK INCLUDED UNDER THIS CONTRACT. THE
DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE SOLELY
RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL SAFETY
BARRIERS, WARNING FLASHERS, ETC., AS REQUIRED BY THE CONDUCT
OF THE WORK FOR THE PROTECTION OF WORKERS AND NON—
WORKERS ALIKE. THE CONTRACTOR'S ATTENTION IS DIRECTED TO
OSHA REQUIREMENTS.
8. THE CONTRACTOR SHALL PLAN AND PERFORM TEST PIT
EXCAVATION WELL IN ADVANCE OF COMMENCING CONSTRUCTION
TO ALLOW TIME TO REVIEW ACTUAL CONDITIONS ENCOUNTERED.
TEST PITS NOT SPECIFICALLY IDENTIFIED SHALL BE EXCAVATED
BY THE CONTRACTOR AT THE DIRECTION OF THE ENGINEER.
9. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXISTING
UTILITY SERVICES SHOWN ON THE PLAN AND BE RESPONSIBLE
FOR LOCATING ANY ADDITIONAL SERVICES NOT SHOWN.
10. ACCESS TO ALL EXISTING RESIDENCES SHALL BE MAINTAINED AT
ALL TIMES DURING THE COURSE OF CONSTRUCTION BY THE
CONTRACTOR.
11. DURING THE COURSE OF CONSTRUCTION ANY DAMAGE TO FENCES,
GUARD RAILS, PATHS, STAIRS, AND VEGETATION SHALL BE
REPAIRED OR REPLACED AND RESTORED TO ORIGINAL CONDITION
AT NO ADDITIONAL EXPENSE TO THE OWNER.
12. THE CONTRACTOR SHALL RESET ALL WATER, SEWER, GAS,
ELECTRIC, TELEPHONE, AND DRAINAGE FRAMES, GRATES, AND
BOXES TO THE PROPOSED FINISH SURFACE GRADE.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
UTILITIES ON SITE. IF REQUIRED THE CONTRACTOR SHALL HIRE
A PRIVATE MARKING COMPANY TO LOCATE ON—SITE UTILITIES.
THE COST TO HIRE THE PRIVATE MARKING COMPANY SHALL BE
INCLUDED IN THE CONTRACT PRICE.
GCG ASSOCIATES
INC.
LOCUS PLAN
SCALE: 1'=2000'±
PROJECT ADDRESS:
534 WINSLOW GRAY ROAD
SOUTH YARMOUTH, MASSACHUSETTS 02664
ASSESSORS MAP 59, PARCEL 44
ZONING DISTRICT:
RESIDENTIAL: R-40 AND
AQUIFER PROTECTION OVERLAY
CONSULTING ENGINEERS
5. MISCELLANEOUS DETAILS II
6. MISCELLANEOUS DETAILS III
HOUSING AUTHORITY BOARD:
DONNA KILLEEN, EXECUTIVE DIRECTOR
WILMINGTON,
4
07/13/07
CONSERVATION COMMENTS
HMC
3
06/28/07
SITE PLAN REVIEW COMMENTS
HMC
2
06/06/07
DRAINAGE IMPROVEMENTS
NMC
1
04/04/07
959e DESIGN
HMC
NO.
DATEr77DESCRIPTION
BY
MASSACHUSETTS
DECEMBER 4, 2006
PLAN NO. 1 OF 6