HomeMy WebLinkAboutPlan to Accompany Notice of Intent - 175 Olympic Lane - Plans - 175 OLYMPIC LANE 6/8/2023 NO. ANDOVER ZONE: Rl PLAN TO ACCOM PANY
EXISTING GROUND MINIMUM LOT AREA = 87,120 S.F.
SURFACE 60
DIRECTION OF FLOW MINIMUM LOT FRONTAGE = 175'
NOTICE OF INTENT
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MINIMUM SETBACKS
FRONT 30'
,,; ;- SIDE 30' 1 75 OLYMPIC LANE
RE AR, 1-3 0'
MULCH SOCK MAXIMUM HEIGHT 35' NO . AN DOVER, MA
(NOT TO SCALE) of 10, 2 0' 40'
SCALE: 1 = 20' JUNE 3, 2022
REVISED: JUNE 2 7, 2022
REVISED: JULY 28, 2022
00 REVISED: JUNE 8, 2023
PROPOSED ADDITION & DECK
N FF
THCMAS 'SECONDO
167 OLYMPIC LANE
ASSESS,,0)R---'S MAP 106.13 LOT 132
WILLIAMS
SPARAGES
ENCINEERS SCIENTISTS SURVEYORS
181 NORTH MAIN STREET
SUITE 101
MIDDLETON, MAO]949
PHONE: 197111119-81188
6.()4' ap S FAX:(978)S39-8200
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EDGE OF BORDERING VEGETATED WETLANDS DELINEATED
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PROPOSED VERIZON
MULCH SOCK
MEAN ANNUAL HIGH WATER �MAHW) WF-A9 (Typ) IF
BOSTON BROOK MA-7 1/4 2
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GAS GATE DRAIN MANHOLE OVERHEAD POWER
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PROJECT NOTES: MONITORING WELL 'b iEL
` ./ ELEC. MANHOLE TO) CE) TREE
1- EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT os SURVEY PERFORMED BY WILLIAMS & SPARAGES LLC CONDUCTED IN JUNE 2022. FIRE HYDRANT SEWER MANHOLE EXISTING CONTOUR 96
2, ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM CONIC = CONCRETE EDGE OF PAVEMENT EP
OF 1988 (NAVD88). WATER GATE
3. THE UTILITIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY SBDIH = STONE BOUND DRILL HOLE MASS HIGHWAY BOUND M H,-R
PERFORMED BY WILLIAMS &- SPARAGES NO REPRESENTATCN OR WARRANTEE IS MADE CATCH BASIN
AS TO THE ACCURACY OF THE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD FND FOUND
BE CONSIDERED APPROXIMATE. UTILITY POLE WCR WHEEL CHAIR RAMP EDGE OF PAVEMENT EP
< 4. ALL UTILITIES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE CURB
I
START OF CONSTRUCTION AND SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF N/F NOW OR FORMERLY SLOPED GRANITE
EXISTING CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAIN THAT WILL PREVENT LIGHT POLE 3�
THE PROPOSED WORK FROM BEING COMPLETED AS INTENDED. VERTICAL GRANITE CURB VGC
DH - DRILL HOLE IRO
D IRON ROD
5. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND
PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN PROP = PROPOSED MJ = MECHANICAL JOINT WATER MAIN w
WRITING FOR RESOLUTION OF THE CONFLICT.
Z
Q NATURAL GAS MAIN G
z 6. CONTRACTOR TO CALL DIGSAFE PRIOR TO CONSTRUCTION. PROP SPOT ELEVATION BIT BITUMINOUS
GUARDRAIL
CB = CATCH BASIN
FLOW DIRECTION ARROW
THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES
FROM DAMAGE IN RELATION To ALL PROPOSED IS SITE WORK. DMH = DRAIN MANHOLE INV = INVERT PROPOSED CONTOUR 94
a 8. A, PORTION OF THE SITE LIES WITHIN A "ZONE AE" (EL 95). AS SHOWN ON COMMUNITY
UP = UTILITY POLECLDI = CEMENT LINED DUCTILE IRON CONIC = CONCRETE
PANEL NUMBER 25009CO243F EFFECTIVE DATE JULY 2012.
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