Planning & Zoning Commission (linked)

ZONING REQUIREMENTS (ZONE C-G- GENERAL COMMERCIAL DISTRICT)
PARAMETER REQUIRED PROPOSED
LOT PARAMETERS
MINIMUM LOT SIZE (S.F.) 30,000 15,036*
LOT WIDTH (FT.) 150 143*
FRONTAGE (FT.) 125 149.45
SETBACK PARAMETERS
MINIMUM FRONT YARD (FT.) 75 45/73**
MINIMUM SIDE YARD (FT.) 30 30/34
MINIMUM REAR YARD (FT.) 50 8**
LOT COVERAGE
MAX. BUILDING COVERAGE (%)
CANOPY = 1,296 S.F.
BLDG = 1,560 S.F. 25 19
TOTAL = 2,856 S.F.
% COVERAGE = 2,856/15,036 = 19%
MAX. BUILDING HEIGHT (FT.) 40 < 40
PARKING SUMMARY REQUIRED | PROVIDED
RETAIL AREA = 1,560 S.F.
1 PER 175 S.F. = 8.9=9 SPACES
FUELING STATION =
2 SPACES PER DISPENSER = 6 SPACES
15 i”
* DIMENSIONS ARE PREEXISTING NON CONFORMING
** VARIANCE APPROVAL GRANTED BY ZBA COMMISSION ON JULY 13, 2022
APPROVED VARIANCES:
Le
es
CANOPY
SECTION 20.3 D - PARKING SPACES - 3 SPACE REDUCTION FROM 15 TO 12 SPACES
SECTION 8.4.1 - FRONT YARD SETBACK - 2' REDUCTION FROM 75' TO 73' (MIN) FOR PROPOSED NEW
BUILDING
SECTION 8.4.3 - REAR YARD SETBACK - 42' REDUCTION FROM 50' TO 8' (MIN)
SECTION 8.4.1 - FRONT YARD SETBACK - 60' REDUCTION FROM 75' TO 15" (MIN) FOR PROPOSED
GENERAL NOTES - SITE LAYOUT:
1.
8.
9.
SURVEY BASE INFORMATION IS BASED ON TOPOGRAPHICAL SURVEY PERFORMED BY PICARD LAND
SURVEYING, LLC, DATED MAY 28, 2021.
THE SITE CONTRACTOR SHALL REVIEW THE SITE GRADES AND FEATURES TO ENSURE THAT THE PROPOSED
WORK IS CONSISTENT WITH THE EXISTING CONDITIONS AS PRESENTED ON THE PLANS. IT WILL BE
ASSUMED THAT PRIOR TO THE SUBMISSION OF THE BIDS THIS WILL HAVE BEEN DONE AND THAT THE BIDS
ACCOUNT FOR ANY DISCREPANCIES. NO CHANGE ORDERS WILL BE PERMITTED FOR VARIATIONS IN
EXISTING SITE CONDITIONS AS RELATES TO THIS NOTE AFTER THE BID IS AWARDED.
PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ESTABLISH ADEQUATE GRADING
INFORMATION FOR PROPOSED WORK TO ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING
SITE FEATURES AND VEGETATION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF ANY
SURVEY INFORMATION IS INCORRECT. IF REQUIRED, FIELD MODIFICATIONS AS AUTHORIZED BY THE
OWNER'S REPRESENTATIVE SHALL BE MADE TO SAVE EXISTING SITE FEATURES OR VEGETATION.
SITE LAYOUT IS TO BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO
THE BEGINNING OF CONSTRUCTION OPERATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE CONTRACT LIMIT LINE DUE
TO CONSTRUCTION OPERATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD BEFORE BEGINNING ANY
EXCAVATION. CALL 72 HOURS IN ADVANCE FROM ANYWHERE IN THE STATE OF CONNECTICUT, "CALL
BEFORE YOU DIG": 1-800-922-4455.
THE CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE HYDRANTS AT
ALL TIMES.
THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS.
THE CONTRACTOR SHALL MAINTAIN ACCESS FOR OTHERS TO ALL BUSINESSES AT ALL TIMES.
10. DIMENSIONS BETWEEN PAVEMENT MARKINGS ARE MEASURED FROM CENTER TO CENTER OF STRIPES.
LEGEND & ABBREVIATIONS
NEW WOOD BEAM GUIDERAIL I
NEW SEGMENTAL BLOCK RETAINING WALL aa aa
NEW BITUMINOUS OR CONCRETE CURB
NEW BUILDING / STRUCTURE
NEW BITUMINOUS PAVEMENT
PARKING STALL COUNT
NEW BOLLARD {0}
NEW LIGHT POLE 50;
NEW CONCRETE
NEW RIPRAP
TYP TYPICAL
W/ WITH
UST UNDERGROUND STORAGE TANK
Sr SQUARE FEET
CL CURBLESS
CB CATCH BASIN
MH MANHOLE
FFE FINISHED FLOOR ELEVATION
NEW ACCESSIBLE CONCRETE RAMP
W/ MONOLITHIC CURB
DETECTABLE WARNING STRIPS
(TYP)
NEW "DO NOT ENTER" SIGN
LIMIT OF NEW BITUMINOUS
CONCRETE PAVEMENT (TYP)
PAINTED CROSSWALK
vA
»
BOST,
NEW "DO NOT ENTER" SIGN
NEW ACCESSIBLE CONCRETE RAMP
W/ MONOLITHIC CURB
NEW CONCRETE SIDEWALK
W/ MONOLITHIC CURB
ae
NEW BITUMINOUS 39.2'
CURB (TYP) t¥
NEW CONCRETE PAD FOR ne
FUELING ISLAND BENEATH 
TMN
CANOPY)
2> >
DELINEATION OF PARKING -
STALLS AT FUEL DISPENSERS
SHOWN FOR REFERENCE ONLY;
NOT TO BE PAINTED (TYP) : ’
15' MIN.
POST/ROAD (ROUTE 1-A)
NEW "STOP" SIGN
30' MIN. |
6" BOLLARD SPACED
5' ON-CENTER (TYP OF 14)
we
18'
NEW "NO PARKING" PROPANE TANK ON
SIGN CONCRETE PAD
73' MIN,
NEW LIGHT POLE
(TYP OF 4) 5! 6)
NEW CONCRETE
DUMPSTER PAD & CHAIN
LINK ENCLOSURE W/
SCREENING SLATS ‘AN
NEW WOOD BEAM GUIDERAIL
L7)
= A IYER) ‘ i ~
Vy 7 t
es \oe, Or;
ar
NEW 6" BOLLARDS
SPACED 4.6' ON-CENTER
NEW MECHANICAL
EQUIPMENT ON
CONCRETE PAD W/ FENCE
SCREENING ENCLOSURE
24'
NEW GRASSED DRAINAGE
BASIN; REFER TO SHEET C3
NEW BUILDING = 1560S
FFE=73.35 J
65'
8' MIN.
18'
5!
NEW CONCRETE PAD ABOVE UST;
UST TO BE LOCATED TO PROVIDE 3’ MIN.
SEPARATION FROM PROPERTY LINE
NEW ACCESSIBLE CONCRETE RAMP
W/ MONOLITHIC CURB
NEW "STOP" & "DO NOT
ENTER" SIGNS
NEW CANOPY =1296 SF
(6 PARKING SPACES AT DISPENSER LOCATION)
NEW TYPE CL CB; REFER TO
SHEET C3 (TYP OF 2)
PAINTED 12" STOP BAR
NEW FUEL DISPENSER
(TYP OF 3)
NEW "STOP" & "DO NOT
ENTER" SIGNS
NEW CONCRETE SIDEWALK
i a & i W/ MONOLITHIC CURB
40.6
xt
24.8' EXISTING MONUMENT
SIGN TO REMAIN
NEW STORM MH;
REFER TO SHEET C3
41' Mi.
NEW "RESERVED
PARKING" & "VAN
ACCESSIBLE" SIGNS
W/ POST EMBEDDED
IN BOLLARD
NEW CONCRETE
SIDEWALK
RESET MONITORING
WELL (TYP OF 4)
EMPLOYEE DESIGNATED
PARKING AREA
12'X60' LOADING ZONE
NEW "NO PARKING LOADING
ZONE" SIGN (TYP OF 3)
NEW BITUMINOUS CURB;
ere e CURB TO BE PLACED ON
OUTSIDE OF EXISTING
ADJOINING DRIVEWAY
(TYP)
NEW STORMWATER TREATMENT
UNIT; REFER TO SHEET C3
NEW SEGMENTAL BLOCK
RETAINING WALL NEW MODIFIED RIPRAP
NEW WOOD BEAM GUIDERAIL EROSION PROTECTION
(TYP)
NEW "EMPLOYEE PARKING
ONLY" SIGN
SCALE IN FEET
APPR.
DATE
DESCRIPTION OF REVISION
REV.
L
Engineering e Construction e EH&S e Energy
Waste e Facility Services e Laboratory
Loureiro Engineering Associates, Inc.
100 Northwest Drive « Plainville, Connecticut 06062
Phone: 860-747-6181 Fax: 860-747-8822
An Employee Owned Company e www.Loureiro.com
©Loureiro Engineering Associates, Inc.
All rights reserved 2021
S| a
ES ies
aR|SD
- ao wv av
4185] Js
z20|8=
ZF a
za
©
fal]
_
sf
ie
W
= -
rig
WS
z \or-
Ls 7}
7 Oc
bt zi
r laze kb
a | wee
O |e iu
~ |osie
= | ha
mal e
On
E Wwe +
a |ze Ss
=
aes =
rel
an
Lu
>
z
‘e@)
U
Ww
za
DRAWING
C2
SHEET NO. OF
NO. 2 SHEETS
12
V:\CT\WATERFORD\BOSTON POST RD-118\ENGINEERING & PERMITTING 07BC1.07\DWGS\CIVIL\3- SITE PLAN.DWG Tab: C2 Saved: 12/19/2022 9:44 AM Plotted: 12/19/2022 9:49 AM

TRW
APPR.
2/14/2023
DATE
STORMWATER MAINTENANCE PROGRAM:
THERE SHALL BE PERIODIC MAINTENANCE OF THE STORMWATER SYSTEMS ON THE
PROPERTY AFTER INSTALLATION. IN ORDER TO ENSURE EFFECTIVE PERFORMANCE OF
THE SYSTEM, THE FOLLOWING STORMWATER MAINTENANCE PROGRAM HAS BEEN
ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR IMPLEMENTATION OF
THIS PROGRAM. A LOG AND SCHEDULE OF ALL INSPECTIONS, CLEANINGS, AND REPAIRS
SHALL BE MAINTAINED BY THE PROPERTY OWNER. ALL MAINTENANCE DOCUMENTS
SHALL BE TRANSFERRED TO ANY FUTURE OWNERS UPON SALE OR TRANSFER OF THE
PROPERTY.
A. CATCH BASINS/MANHOLES
CATCH BASINS ARE DESIGNED WITH SUMPS FOR THE PURPOSE OF COLLECTING COARSE
SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PER YEAR,
SPECIFICALLY DURING TIMES FOR HIGH LEVELS OF MAINTENANCE AROUND THE SITE.
SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE
OUTLET PIPE INVERT OR NOT LESS THAN ONCE PER YEAR. CLEANOUT SHOULD BE
FACILITATED VIA VACUUM TRUCK OR OTHER MEANS THAT ACCOMPLISH SEDIMENT ATeHEXISTING CeRDEaT
REMOVAL. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITE LOCATION 
INTERFACE OF NEW & EXISTING
IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS. EAVEHENT C133) 4
DESCRIPTION OF REVISION
CONDITIONS OF APPROVAL
TC: 74.72
B. ASPHALT Ben Taiss,
TC: 74.22 TC: 73.58
ASPHALT AREAS SHOULD BE SWEPT ANNUALLY. IDEAL SWEEPING TIMEFRAME IS IN THE BC: 74.22 el ooe BOSTON POST ROAD (ROUT
SPRING AFTER WINTER SANDING OR SALTING FOR DEICING. DEICING CHEMICALS Te 508 EY
SHOULD BE KEPT TO A MINIMUM DURING THE WINTER MONTHS. peas BC: 73.02
C. WATER QUALITY UNIT . 249 ie Za.8
THE STORMWATER TREATMENT UNIT SHALL BE INSPECTED THROUGH THE SURFACE -
NEW CB 1 - TYPE CL
T.F.=72.50
6" INV (W IN)=70.05
12" INV (SE OUT)=70.05
TC: 72.30
BC: 71.80
TC: 71.65
BC: 71.65
TC: 72.09
TC: 73.15
BC: 72.68
TC: 72.65
BC: 72.65 BC: 71.59 |
1
REV.
TC: 71.53
ASSOCIATED STRUCTURES SHALL BE MAINTAINED YEARLY, OR MORE FREQUENTLY, AS ‘ SPIKE
REQUIRED, BY THE CONDITION OF THE SITE AND SYSTEM. WASTE MATERIAL WILL BE TC: 74.80, FOUND
BC: 74.80
PROPERLY DISPOSED OF OFF-SITE. ) | :
LIGHT | ]
D. LAWN AND VEGETATED AREAS [Base “I
VEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOIL | j
EROSION. FERTILIZER USE SHOULD BE MINIMIZED AND APPLIED USING CAREFUL
APPLICATION PROCESSES.
E. RIPRAP EROSION PROTECTION
BC: 71.53
EDGE ROAD
OPENINGS QUARTERLY AND SEDIMENT/DEBRIS/FLOATABLES SHALL BE REMOVED AS \ | a i | i
NEEDED TO ENSURE PROPER FUNCTIONING OF STRUCTURES AND INLETS/OUTLETS.
TC: 71.90
BC: 71.40
| BE SE J
TC: 73,50
TC: 73.25
x\LF- 6"
72\LF - 6" SCH. 80 PVC ROOF BC: 72.75
LEADER ‘COLLECTOR PIPE @ 0.7%
RIPRAP PADS SHALL BE INSPECTED QUARTERLY AND SEDIMENT/DEBRIS SHALL BE
REMOVED AS NEEDED TO ENSURE PROPER FUNCTIONING.
| ee
/a
36/LF - 12" HDPE @ 0.5%
Z AN
|
NEW CB 2 - TYPE CL
| T.F.=72.30
6" INV (N IN)=69.95
12" INV (E OUT)=69.95
GENERAL NOTES - GRADING & DRAINAGE: eas
1. CONTRACTOR SHALL NOTIFY CALL-BEFORE-YOU-DIG (1-800-922-4455 OR 811 OR
APPLY ONLINE) AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF WORK.
Waste e Facility Services # Laboratory
All rights reserved 2021
L I
Engineering e Construction » EH&S « Energy
Phone: 860-747-6181 » Fax: 860-747-8822
An Employee Owned Company « www.Loureiro.com
Loureiro Engineering Associates, Inc.
TC: 74.58
2. CONTRACTOR SHALL CLEAN ALL EXISTING AND PROPOSED DRAINAGE STRUCTURES BC: 74.08
AND PIPES IN VICINITY OF WORK AREA UPON COMPLETION OF CONSTRUCTION.
Loureiro Engineering Associates, Inc.
100 Northwest Drive e Plainville, Connecticut 06062
NEW STORM MH 1 |
T.F.572,75
12" Wen IN)=69.85
ea 2 (NW IN)=69.85
ae 6 o a N N
3. CONTRACTOR TO MAINTAIN ANY UNIDENTIFIED STRUCTURES OR PIPES WITHIN THE ee LEADER OOLLECTOR PIES OOM | LETINY (SE QUT 8285 a} 3
EXISTING DRAINAGE SYSTEM. NOTICE SHOULD BE GIVEN TO OWNER AND THE j {— / eS|es
ENGINEER UPON DISCOVERY. iy 5 a Sg 6: sal
/ olss 4 od
4. CONTRACTOR TO VERIFY ALL PIPE CONNECTIONS AND INVERTS. ANY CONFLICTS |/ / 3 ° = 3
SHOULD BE EXPRESSED TO OWNER AND THE ENGINEER. j oe 8 2
Ol. a
/ 20 )3s
I | TC: 73.50 20/38
Btt BC: 73.00 gr jer
| g
|| lA, BC)
Tc: 74.20. | | | * | RESET MONITORING WELL
LEGEND & ABBREVIATIONS Be 70 el Amini b abeas i: TF=72.75
INV= 71.20 Mt : re a, A Ta28 /
MODIFIED RIPRAP - / 54 LF - 12" HDPE @ 0.5%
TYPE CL CATCH BASIN | sR aN oe FS
— LEVEL BOTTOM=71.00 F fe Ae Ena te eO BESET BONETORING: WEL =
STORM MANHOLE \@) =!
GRASSED DRAINAGE BASIN FOR e
STORM PIPE a ee COLLECTION OF ROOF DRAINAGE; ?,)
MAX PONDING ELEVATION=71.33 
|
: 0)
+
PROPOSED ELEVATION CONTOUR N NEW. eels = 1560 SF Z Z.
FES 3
235 RESET MONITORING WELL < a 9
S TF=71.95
PROPOSED SPOT ELEVATION 60.00 Vi a wis rs)
/ =z
NEW STORMWATER TREATMENT UNIT 1 Wu Te =
GRADE-TO-DRAIN ee W/ INLET GRATE (C) S al
y STORMCEPTOR STC450i OR APPROVED EQUAL) Pg Qa a ia!
/ F.=72.00 4
/ 42" INV (NW IN)=69.55 z Zo =
TC TOP OF CURB 12" INV (SE OUT)=69.55 eI qe -
—(72} wi al
Ee
BC TOP OF CURB 5 aS
2
Q josie
Tw TOP OF WALL pare 787 ———— & Es ¥
a We TC: 72.50 Wr <q
BW BOTTOM OF WALL 
BC: 72.00 (G) 8
14 LF - 8" PVC ROOF DRAIN @ 0.7% a STW 73205 2 We =
TYP TYPICAL SWALE: 70.25 TW:73.35 BW: 69.50 Par Oz wg
INV= 71.30 z 20% BW: 72.00 3 LF - 12" HDPE @ 1.4% a ra =
= 9
al TINFARIEEET, 8X STONE CHECK DAM TC: 72.95 SEGMENTAL BLOCK I| ANVITHRU: WALT 69:50 < ae
(TYP OF 3) BC: 72.45 RETAINING WALL ae a 27
PVC POLYVINYL CHLORIDE naan 69.0 MODIFIED. RIPRAP (C) wi
BW: 69.40
HDPE HIGH DENSITY POLYETHYLENE
ce CURBLESS (e}
N oO
INV INVERT (OF PIPE) 2
TAF. TOP OF FRAME Ww
2
cB CATCH BASIN
MH MANHOLE
MAX MAXIMUM
FFE FINISHED FLOOR ELEVATION 
50 : Fo 7m DRAWING
SCALE IN FEET C3
‘SHEET NO. OF
NO. sHeers 12
V:\CT\WATERFORD\BOSTON POST RD-118\ENGINEERING & PERMITTING 07BC1.07\DWGS\CIVIL\4 - GRADING & DRAINAGE PLAN.DWG Tab: 4 GRADING & DRAINAGE PLAN Saved: 2/14/2023 2:58 PM Plotted: 2/14/2023 11:50 PM

GENERAL NOTES: PLANTING
1.
AS CONSTRUCTION PROCEEDS, FINE GRADE AND SEED OR SOD AS SOON AS POSSIBLE TO
REDUCE RUNOFF.
ALL DISTURBED AREAS NOT COVERED BY BUILDING, PAVING, PLANTING BEDS OR OTHER
IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A DEPTH OF 6" AND SEEDED. PLANT
BEDS SHALL BE TOPSOILED TO A DEPTH OF 12".
IN ALL SHRUB BEDS TO RECEIVE MASS PLANTING, PROVIDE PINE BARK MULCH AS DETAILED.
ESTABLISH A NEAT, SMOOTH EDGE BETWEEN MULCH AND LAWN.
ADJUSTMENTS IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO
LOCATIONS OF UTILITIES. ADJUSTMENTS SHALL BE APPROVED BY THE OWNER'S
REPRESENTATIVE.
PROVIDE AND INSTALL ALL PLANTS SHOWN ON THE PLANTING PLAN DRAWINGS; THE
QUANTITIES IN THE PLANT LIST ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE
ONLY. IF DISCREPANCIES OCCUR, THE DRAWING SYMBOLS PREVAIL OVER THE PLANT LIST
QUANTITIES.
PLANTINGS WITHIN DRIVEWAY EXIT SIGHTLINES (SIGHTLINES DEPICTED ON SHEET C6)
WERE SPECIFICALLY CHOSEN DUE TO THEIR SMALL SIZE TO ENSURE NEW LANDSCAPING
WILL NOT OBSTRUCT THE SIGHTLINES. BOTH THE DWARF FOUNTAIN GRASS AND THE
WALKERS LOW CATMINT HAVE A MAXIUMUM GROWTH HEIGHT OF 2', WHICH IS LOWER THAN
THE 3.5' HEIGHT OF THE DRIVER'S EYE WHICH WAS USED FOR THE SIGHTLINE ANALYSIS.
ALL NEW PLANTINGS SHALL BE INSTALLED INSIDE OF PROPERTY LIMITS AND OUTSIDE OF
DOT RIGHT-OF-WAY.
PLANT LIST
TREES
GT 1 GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST 2.5-3" CAL B&B
SHRUBS
CRS 7 CLETHRA ALNIFOLIA 'RUBY SPICE' RUBY SPICE SUMMERSWEET 3 GAL. CONT.
JGS JUNIPERUS CHINENSIS 'GOLD STAR' GOLD STAR JUNIPER 3 GAL. CONT.
TOT 8 THUJA OCCIDENTALIS 'TECHNY' TECHNY ARBORVITAE 5'-6'HT CONT.
PERENNIALS & GRASSES
NWL 6 NEPTA FAASSENII 'WALKERS LOW' WALKERS LOW CATMINT 5 PNT. CONT
PVC 10 PANICUM VIRGATUM 'CLOUD NINE’ CLOUD NINE SWITCH GRASS 1 GAL. CONT.
A\ PENNISETUM ALOPECUROIDES 'HAMELN' DWARF FOUNTAIN GRASS. 1 GAL. CONT.
RBS 9 RUDBECKIA FULGIDA FULGIDA DWARF BLACK EYED SUSAN 5 PNT. CONT.
6" TOPSOIL (TYP.)
Planting Detail - Typ.
Not to Scale
SECOND BRANCHING
AND SHRUBS
11/2" MULCH DEPTH @
TREE & SHRUB BED
(TAPER TO 1/2" @ TRUNK)
PLANTING MIX (TYP.)
1" MULCH DEPTH @
6" TOPSOIL (TYP.)
SUBGRADE
CREPE PAPER TREE WRAP TO
REMOVE BURLAP, WIRE BASKET
AND TIES FROM TOP AND SIDES
OF BALLS FOR BOTH TREES
GROUND COVER / PERENNIAL BEDS
(KEEP MULCH OFF CROWNS)
NOTE: TREES AND SHRUBS SHALL BE
PLANTED WITH THE BASE OF THE
BOLE 2" TO 3" ABOVE EXISTING
GRADE TO ALLOW FOR SETTLEMENT
BIT, walk \ |
w
74.0’ 73,0
BOSTON PosT ROAD (ROUTE 1
a 5 PP uOe
EDGE ROAD
oe §
Oni:
4] ges g.
Bai ge
oe Bsus
Oo: Fos
35a 8300 62
$53 25
7e ‘HEE ge
Lf igus
& 9 $38 8
gzte ©
Bs
70,0’
N N
s/s
eS les
6ai6g
|| oe
“8 eS] 8] 8
gu 1F8
TM 8s ‘ Bs
ae a
s
2
(eo)
=
<
re os Pi
a “y of
‘ : 1U}
NEW BUILDING = wep 4 z
eal iy
FRE=73.g60 00 SF “a 
RIS
73.35 ia
ins
53 0
ml
2 Ls =
$ JasA !
-¥ Zo a
Ww too
o gE
< lesa
O lose
Og:e
WM les
QO |, ~
= |uw2e zr
70,0" ba 33 Ww
‘ b=
wig
Lon
/ a
69.0° The
>
2
{e) a
N Oo
Wu
2
5 ° 5 10 15 DRAWING:
SS
SCALE IN FEET c8
SHEET NO. OF
L oe NO. sheets 12
———..
SEE NOTE #6 RELATED TO
NEW PLANTINGS WITHIN
DRIVEWAY SIGHTLINES
TRW
APPR.
2/14/2023
DATE
CONDITIONS OF APPROVAL
DESCRIPTION OF REVISION
REV.
STAMP
VM,
We
\V:\CT\WATERFORD\BOSTON POST RD-118\ENGINEERING & PERMITTING 078C1.07\DWGS\CIVIL\9 - LANDSCAPE PLAN.DWG Tab: LANDSCAPE PLAN Saved: 3/13/2023 2:50 PM Plotted: 3/13/2023 3:45 PM