HomeMy WebLinkAbout2015-01-06 Revised Existing Conditions Plans 5 of 6 NO ES
NORTH
THE LOCATION AND SIZE OF BURIED UTILITIES ARE THE RESULT OF
SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY BY DESIGN �
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CONSULTANTS INC., PLANS OF RECORD & PLANS FROM RESPECTIVE
UTILITY COMPANIES.
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THIS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AND
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SIZE OF ALL UTILITIES WHICH MAY EXIST AT THIS TIME INSIDE OR OUTSIDE ; w w,
OF EXISTING OR PROPOSED BUILDINGS, ON THE SUBJECT PROPERTY, WITHIN
THE STREET ROW, OR ON ABUTTING LOTS.
THE TOWN OF NORTH ANDOVER MUNICIPAL UTILITIES (WATER, SEWER, &
DRAIN) ARE PART OF DIG—SAFE. CONTACT DIG—SAFE AT
1-888-344-7233 OR 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO
EXCAVATION.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ARE "
APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE
OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY { j
THE SIZE AND EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE l
COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S I
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND I(_ ."._
UTILITIES.
LEGEND
I
O THE EXTERIOR OF THE ; O DHF DRILL HOLE FOUND
ALL UTILITIES SHOWN
ONLY. UTILITIESp
BUILDING FOUNDATION WN ON THIS SITE ARE T
THROUGH THE FOUNDATION AND OIPF
INSIDE THE BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL ' C► RAILROAD CONTROL ARM
ENGINEER. I _ RR s'Ic
' IRON PIPE FOUND
UTILITY LE
PROJECT TEAM
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND RECORDING THE HYDRANT
EXACT LOCATION OF ALL PROPOSED UTILITY CONNECTIONS. 4& WATER SHUT OFF
5 ,„
DRAIN. . 0MG. WATER GATE
SUPPLY ALL PIPING FOR THE UTILITY SERVICES PROP OVERFLOW
THE CONTRACTOR SHALL S NV. IN= F ® CATCH BASIN CB
AND SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, FITTING AND INV, OUT DRAIN INv,=as.s ( )
=EXIST
VALVES UNLESS NOTED OTHERWISE, THE CONTRACTOR SHALL PERFORM ALL 0 DRAIN MANHOLE (DMH)
WET AND DRY TAPS AS PART OF HIS/HER CONTRACT. G PROP 4"° Q SEWER MANHOLE (SMH)
f 17ERFLC1M PROP OVERFLON! UNKNOWN MANHOLE
TOWN OF NORTH ANDOVER RESERVES THE RIGHT TO INSPECT ALL PIPE (TYPE ��� PROP `° " DRAIN INv.-80. TELEPHONE MANHOLE
ES DISCHARGING TO THE TOWN OF NORTH ANDOVER DRAIN AND/ REMOVE EXIST ' pvERFLaw
t;
FACILITIES _ oc.c. GATE
OR SEWER SYSTEMS, AREA DRAIN _ PIPE (TY }
_.. G.
GAS
_ � LIGHT '
WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED r ' SIGN
WORK„ THE LOCATION, ELEVATION AND SIZE OF THE EXISTING UTILITY
S SEWER LINE
INVESTIGATED WITHOUT DELAY BY THE CONTRACTOR, AND THE =--- FII fER STRIP _.
SHALL BE G GAS LINE
INFORMATION AND/OR ANY DISCREPANCIES WITH THE PLAN SHALL REPORT , � .'.
(1'PEA STONE,
TO THE ENGINEER IMMEDIATELY FOR RESOLUTION OF THE CONFLICT. PROP 4" 3 saD, TYP) w WATER LINE
OVERFLOW T
I TELEPHONE LINE
TRENCH AREAS FOR THE CONSTRUCTION OF THE UNDERGROUND UTILITIES' PIPE (TYP) �, _ E ELECTRIC LINE
ARE TO BE REPATCHED WITH SAME MATERIAL AT THE SAME DEPTH AS ROP RAN PROP RIDGE
THE EXISTING MATERIAL. THE AREAS OF TRENCHING SHALL BE NEATLY ,, �..
. . '� GARDEN LINE (TYP) D DRAIN LINE
TERMINUS UNKNOWN
SAW—CUT AND THE NEW REPATCHING MATERIAL SHALL BE PROPERLY ' }
SEALED IN ACCORDANCE WITH THE TOWN OF NORTH ANDOVER MUNICIPAL ! + GC VERTICAL GRANITE CURB
STANDARDS. J PRa6? RAIN
d s GARDEN CC VERTICAL CONCRETE CURB PRpJEGT oNFO
BIT. BITUMINOUS .
DURING EXCAVATION AND CONSTRUCTION OF PIPES AND STRUCTURES,
CONIC. CONCRE
TRENCHES MUST BE ADEQUATELY BRACED AND PROTECTED AGAINST �„ TE
CAVE—IN. e f`F �f -- -- — . ..? . PVC POLYVINYL CHLORIDE PIPE
PRaI ors RCP REINFORCED CONCRETE PIPE
NO TRENCHES WILL BE ALLOWED TO REMAIN OPEN OVERNIGHT. OVERFLOWN PROP avERF�aw
— —T .::.: PROP OVERFLOW PI FFE FINISHED FLOOR ELEVATION
ALL TRENCHES SHALL BE BACKFILLED AT THE END OF THE WORK DAY OR,.,, PE (TYPE DRAIN INV.-$2.5
DRAIN Ilvv.=sA. + 16.87 SPOT GRADE
COVERED WITH STEEL PLATES PER 520 CMR 14.00 EXCAVATION AND <: Ak
TRENCH SAFETY. l w
+ + + + + .
I PROPOSED SOD
I p PROP RAIN ti ^ + +M
;GARDEN
s ,
PROP RAIN PROPOSED PEA STONE
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GARDEN
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� , , �. 1 PEER REVIEW COMMENTS 04107l14
—
REV DESCRIPTION DATE
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'77-
WAYNE A,
Civil-
No 41313
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HIGH TF`EET
(PAVED PUBLIC .O. -- 5�0' WIDE)
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— GRADING &
DRAINAGE
PLAN
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SHEET NAME:
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DR BY: BP
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1:20 PROJ NO: 2014-014
' DATE 144 03 1
SCALE: V=20'