HomeMy Public PortalAboutControl Docs 3_Site Plan_2018040510543068899
N/F
WOMAN
REALTY EEC
N/F-
W/RFAUAN SARKIS TRUSTTEE
0 98,79'(CALC) 99.25'(PLAN)
N
EX. ' B
\ ❑ RIM=54.70
N V.=5'0.60
\ '
GRAVEL AREA°
` TO BE PAVED \
1 EX DMH --LA,
I RIM=54.98 /
,ThI INV(In)=50.45 \
` INV(out)=50.40
1 L INV(In)=50.45 Ti
I
I 1
/I ❑ 1
/B
INS -5RIL 5
0. 2
INV.SOb2
RELOCATED OR REPLACED
\ OIL -SAND SEPARATOR
(4,000
)
R9 .55.4±
NV(11)-5035
NV(out).50.15
Nfi
ANTHONY KAPADOUXAKTS
''`AYEL 10 PARK NG SPACES
PROPOSE
8" PVC SOB -35
7.71P S.0.07% L
9 PAWL SPACES
128.24' (CALC)
125.18' (PL BK 396 PL 10)
129.18' (PL BK 19 PL 27)
PROPOSED
SILT FENCE
(TYP)
I LOTH 3 ,L
8,48549.f. , BITUMINOUS CONCRETE
�-� PAVEMENT
PROPOSE
9' PVC SCR -35
6.9LP S.0.5%
3 PAR//it
G SPATES
N/F
A RN/Z N/GONGS TRUST -TEE
GENERAL NOTES:
HIGHWAY
1. CONCRETE MIX: 4,000 PSI, N -INCH STONE, 2 N-LBS LAMPBLACK PER CUBIC YARD.
2. ASPHALT PATCHES SHALL HAVE A MINIMUM DEPTH OF 5 -INCHES, OR MATCH EXISTING ROAD DEPTH.
3. ALL CURBING AND SIDEWALK WORK SHALL BE INSPECTED BY THE DPW PRIOR TO POURING.
4. ALL WORK SHALL COMPLY WITH ADA REQUIREMENTS.
5, FLOWABLE FILL REQUIRED AS BACKFILL IN THE PUBUC WAY.
WATER AND SEWER
6. CUT AND CAP EXISTING WATER AND SEWER SERVICES AT THE MAIN PRIOR TO ANY BUILDING DEMOUTION.
7. USE OF FIRE HYDRANT FOR DEMOUTION OR CONSTRUCTION IS NOT PERMITTED UNLESS APPROVED
BEFOREHAND BY THE DEPARTMENT OF PUBLIC WORKS.
8. WATER PIPES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 5 -FEET.
9. A MINIMUM SEPARATION OF 5 -FEET IS REQUIRED BETWEEN ALL UTILITIES.
DRAINAGE AND STORMWATER MANAGEMENT
10. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF ANY EARTH
MOVING ACTIVITIES.
11. THE ENGINEER -OF -RECORD SHALL WITNESS INSTALLATION OF ANY SUB -SURFACE INFILTRATION SYSTEM. IF
SUB -SURFACE SOIL CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE DESIGN SHALL BE
MODIFIED AND RESUBMITTED TO THE TOWN FOR APPROVAL PRIOR TO CONTINUING INSTALLATION.
AS -BUNT
12. UPON COMPLETION OF THE WORK, AS -BUILT DRAWINGS SHALL BE SUBMITTED IN BOTH PAPER AND
ELECTRONIC FORMAT. THE DRAWINGS SHALL BE BASED UPON A FIELD SURVEY OF ACTUAL AS -BUILT
LOCATIONS, AND SHALL BE STAMPED BY A PROFESSIONAL LAND SURVEY REGISTERED IN THE
COMMONWEALTH OF MASSACHUSETTS. THE AS -BUILT DRAWING SHALL DEPICT ALL BUILDINGS, PAVED
SURFACES, TOPOGRAPHY, AND MAJOR LANDSCAPE FEATURES. WATER, SEWER, AND DRAINAGE FEATURES,
AS WELL AS OTHER UNDERGROUND UTILITIES INSTALLED BY OTHERS, SHALL BE LOCATED ON THE PLAN,
INCLUDING SIZE AND MATERIAL. ALL STORMWATER MANAGEMENT CONTROLS, BOTH STRUCTURAL AND
NON-STRUCTURAL, DESIGNED TO MANAGE THE STORMWATER ASSOCIATED WITH THE COMPLETED SITE
SHALL ALSO BE INCLUDED.
NOTES:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND DETERMINING THE LOCATION,
SIZE AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THIS PLAN. PRIOR
TO ANY CONSTRUCTION. 'THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES
FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION
BEFORE PROCEEDING WITH THE WORK.
2, 'THE LOCATION OF ALL UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASE ON THE
FIELD LOCATION OF ALL VISIBLE STRUCTURES SUCH AS CATCH BASINS, MANHOLES, WATER
GATES, ETC. AND GOVERNMENT AGENCIES.
0 5 10
20 40
0.5'
EX. CURBING
TO BE REMOVED
LOT C
4,64545.f-
'N
C
�
EX CL -SAND SEPARATOR
TO BE RELOCATED OR
REPLACED
N
PROPOSED
SILT FENCE
(TYP)
PROPOSED
6' HE104R FTDICE
INY(1n)•48.89
PROPOSED \
POLTROON SYSTEM
(40) GALLEYS (4'X4X4.25').„
N (215'x44') SOME BED
1/11/50.15
BO5.45.90
EX. PARKING METER
TO BE RELOCATED
SM
RI/A=H
55.99 /
INV,=47.68 `�
PROPOSED
NO PARKING'
SIGN
EX. DAM\
RIM -55.98
INV(n)=50.08
INV(out)=49.98
"-EX. MIN
RIM=55 34
INV.-48.89
'5/ ,INV=48.87
( \EX DUB
/
RIM=50.63 /
/INV. 47.10
MELENDY AVENUE
DIG SAFE
EXCAVATORS
BEFORE YOU DIG CONTACT THE DIG SAFE
CENTER TO PREVENT DAMAGE TO TELEPHONE.
GAS OR ELECTRIC UNDERGROUND FAOUTIES
OF MEMBER UTILITIES, CALL TOLL FREE
1-688-322-4844. MASSACHUSETTS STATE
LAW REWIRES NOTIHCATON AT LEAST THREE
BUSINESS DAYS BEFORE YOU START DIGGING
OPERATIONS. IN AN EMERGENCY, CALL IMMEDIATELY
PROPOSED
'D' STONE (TYP)
Gp5
EY%'
G
PROPOSED
GRANITE CURB
TYPE -VA -4 (TYP)
PROPOSES NEW
LOCATION FOR
PARKING METER
B
A
0,-151° 4
cdR
O
PROPOSED
SILT FENCE
(TYP) INSTALL TREE ~
PROTECTION FENCE
E'
DMH
\ RIM.-SO.9
5
INIAMSS 38
`53
YS R SER, 5
PROPOSED
tY PVC SDR 35
ME S.O.98%
PROP, DLO
RJM.54.9t
NV(Y1).49.24
INV(out).49.19
PORTION OF THE EX.
CURB OPENING TO BE
CLOSED
5MH
RIM=52.84
INV=45.91
LaL
PROPOSED
1 STORY
ADDITION
fAR�I�itOfS
A
EX. CURBING
TO BE REMOVED
CAR TURN TEMPLATE
SCALE 1"=10'
PORTION OF THE EX
CURB OPENING TO BE
CLOSED
CAR:TOYOTA COROLLA 2017
LEGEND
STORM SEINER
COMBINATION SEVER
SANITARY SEWER
WATER MAIN
OVERHEAD ELECTRIC ---"-
UNDER GROUND ELECTRIC ------
GAS MAIN
CONTOUR
BNLDPIG
PICKET FENCE
CHAINUNK FENCE
PROPERTY LINE
W/ BEARING DISTANCE
CONIFEROUS TREE
DECIDUOUS TREE
SIGN POST
UGHT POLE
GAS VALVE
WATER VALVE
UTUTY POLE
DRAINAGE MANHOLE
SEWER MANHOLE
FIRE HYDRANT
CATCH BASIN
FIRE CALL BOX
MAIL BOX
MONITORING WELL
ELECTRIC MANHOLE
TOP OF STONE EL
BOTTOM OF STONE EL
TOP OF WALL EL
BOTTOM OF WALL EL
EL
UL
21
/ / / / / / / / / /
NB5'23'35'W
SNOW FENCE AS MANUFACTURED
BY U.S. FENCE OR
APPROVED EQUAL
METAL
FENCE
POST
"INSTALL TREE
PROTECTION AT
DRIP -LINE OF TREE
4ti
/1
MAXIMUM
346,41'
D4
D4
Z
❑
O
D EUH
TON
BOS
BNL
-A
ATTACH SNOW FENCE TO
POS S W/GALV. WIRE OR
HOOKS (TYP.)
TREE PROTECTION DETAIL
NOT TO SCALE
a
v
z
GROUND LL
LEVEL
E
)�11L
ZONING CHART
WATERTOWN, MASSACHUSETTS
ZONE: LB SUBMISSION: BLDG. PERMIT
REGULATION
REQUIRED
EXISTING
PROPOSED
LOT AREA
--
13,130ts.f.
N/C
LOT FRONTAGE
40.0'
158.4'
N/C
FRONT SETBACK
-
22.2'
6.9'
SIDE SETBACK
15.0'
26.6'
15.0'
REAR SETBACK
20.0'
0.5'
N/C
BUILDING COVERAGE
80.0%
8.5%
22.1%
IMPERVIOUS COVERAGE
90.0%
79.7%
80.7%
BUILDING HEIGHT
40. 0' / 4
STORIES
1 STORY
N/C
OPEN SPACE
10.0%
0%
0%
TOPOGRAPHIC SITE PLAN
WATERTOWN, MASSACHUSETTS
SHOWING PROPOSED CONDITIONS AT
575-577 MT. AUBURN STREET
SCALE: TIn =10tt. DATE JULY 30, 2008
REVISED: NOVEMBER 14, 2016; FEBRUARY 15, 2017;
APRIL 26, 2017; MAY 24, 2017; AUGUST 3, 2017;
SEPTEMBER 8, 2017
PROJECT: 08160
vTP
9SSOCIAi'S
INC.
LAND SURVEYORS - CIVIL ENGINEERS.
132 ADAMS STREET 2140 FLOOR SUITE 3
NEWTON, MA 02458
(617) 332-8271
1" = 10'
SHEET 1 OF 2