HomeMy WebLinkAbout1353 Route 28 - Site Layout PlanANnsCAPE SCHEDULE
TYPE
QTY
SIZE
COMMON NAME
BOTANICAL NAME
OA
9
6'
AMERICAN ARBORVITAE
THUJA OCCIDENTALIS
JI I t L%; I UU I rLNIN
SCALE: 1 "=10'
ROUTE 28- BRIDGE STREET
(PUBLIC -TWO WAY)
SOUTH YARMOUTH
CHOUSAH ENGINEERING GROUP, P.C.
CONSULTING PROFESSIONAL ENGINEERS
3119 CRANBERRY HIGH\NAY, UNIT 519,
WAREHAM, MA 02538
TEL:(508) 759-6260 FAX. -(508) 759-6230
www.choubahgroup.com
Project:
PROPOSED MODIFICATIONS
AT 1.353 MAIN STREET SOUTH
YARMOUTH,
MASSACHUSETTS
r
KNOT
GUY WEBBING DO NOT CUT LEADER
80 J TREE PER PLAN
r REMOVE ALL DEADWOOD
00 NOT
GUYING DETAIL ,�
ANY OTHEREMOVE VEGETATION)
GUY WEBBING
yG_ ATTACHED NO HIGHER
8 -(MAX.) �L7VM1/__ THAN 1/2 AND NO
LOWER THAN 1/3 THE
HEIGHT OF THE TREE
d%
Prepared For:
1353 MAIN STREET
3" PINEBARK MULCH CHRISTY'S GAS STATION
' I UNLESS
NOTED ON PLANS) OTHERWISE YARMOUTH, MA
BACKFILL
WITH LOAM I
MOUND WITH
EXCAVATED SOIL
TO 3 ABOVE
FINISHED GRADE
2"x2 HARDWOOD r PLANT TREE AT
STAKES -'� i DEPTH EQUAL TO
HEIGHT VARIES - - 2 LESS THAN THE
DRIVE INTO DISTANCE FROM
GROUNDD OUTSIDE BOTTOM OF
CIO
OF PLANTING PIT._J ROOTBALL TO
ROOT COLLAR
ROOTBALL ON
J Z a UNDISTURBED CUT AND REMOVE
SUBGRADE BURLAP AND WIRE
2 x ROOTBALL 13A3KET FROM TOP
OF ROOTBALL
�1�+ DIAMETER (MIN.)
ENE GPr7—tJ TCD CC' DLANTII,ar DET,' I!
... ' Q ��i i3 i...� ..o�G. :.� ,...
NOT TO SCALE -
"mss
AL NOTES TO CONTRACTOR FOR SITE��
SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ANY ail 7 '
_ PERMITS REQUIRED BY THE STATE OF MASSACHUSETTS AND THE �I'A:.`
F YARMOUTH PRIOR TO COMMENCING ANY WORK.
IE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS APPROXIMATE. Issue Date: 11/03/05
'0 ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE
:D 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) Revisions
Y OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION No. Date Description
)R VERIFICATION OF LOCATIONS.
IE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE CONSTRUCTION DRAWING
NOTIFY THE ENGINEER WITH ANY DISCREPANCY BETWEEN THE DESIGN AND
NUFACTURES' REQUIREMENTS AND ALL LOCAL, STATE AND FEDERAL CODES.
IE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND JOB SAFETY ON THE
'HE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH "OSHA" AND THE
MUNICIPALITY CONSTRUCTION STANDARDS. Project Number: 05-139
E CONTRACTOR SHALL BE RESPONSIBLE TO DISPOSE OF ANY UNSUITABLE OR SURPLUS Scale: 1'=10'
LS PROPERLY OFF SITE IN ACCORDANCE WITH LOCAL AND STATE ENVIRONMENTAL CODES. Designed By: HC
E CONTRACTOR SHALL CONFINE HIS OPERATIONS AND ACTIVITIES .WITHIN THE PROPERTIES Drawn By: IES Checked By: HC
F WAY. NO PROPOSED WORK IS ANTICIPATEDON PUBLIC STREETS. Sheet Title:
SHALL BE THE OWNER'S RESPONSIBILITY TO PRESENT AND REVIEW THIS PLAN WITH THE SITE PLAN
WILDING OFFICIALS TO INSURE COMPLIANCE WITH LOCAL SETBACK REQUIREMENTS AND TO
ANY VARIANCES OR SPECIAL PERMITS IN CONNECTION WITH THE INSTALLATION OF THE
ED WORK SHOWN ON THE PLANS.
E CONTRACTOR SHALL MAINTAIN ALL EXCAVATION IN DRY CONDITIONS.
L EXISTING UTILITIES WATER, GAS, DRAINS, & ELECTRIC SHALL BE PROPERLY PROTECTED
INTAINED DURING THE CONSTRUCTION PERIOD:
Y DEVIATION FROM THE CONTENT OF THESE PLANS WITHOUT WRITTEN CONSENT OF THIS
R WOULD MAKE IT NULL AND VOID.
CASE OF A CONFLICT BETWEEN THE PROPOSED WORK SHOWN ON THIS PLAN AND THE
BLE LOCAL AND STATE CODES, THE APPLICABLE CODES SHALL GOVERN.
12. THE CONTRACTOR SHALL SHORE, BRACE, SHEET PILE OR OTHERWISE SUPPORT THE EXISTING
BUILDING, UTILITIES AND STREETS NEXT TO THE PROPOSED EXCAVATION. Sheet Number. 1 OF 4
13. ALL CONSTRUCTION MATERIAL, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT
WORK SHALL CONFORM TO THE TOWN OF YARMOUTH AND OR THE MASSACHUSETTS BUILDING
CODES.
14. COORDINATE COOLER INSTALLATION WITH COOLER MANUFACTURER.