HomeMy WebLinkAboutAppl 23-29P 2025 2977E lease areaLEGEND
EXISTING DESCRIPTION
BORINGS
e BORING / TEST PIT LOCATION
COMMUNICATION
cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.)
- - - cx - - - cx - APPROX. UNDERGROUND COMMUNICATION LINES
CONTROL POINTS
-Q�
BENCHMARK
DOMESTIC WATER
- - - Wx - - - Wx -
APPROX. WATER MAIN
- - - wsx - - - Wsx -
APPROX. WATER SERVICE
wv
WATER VALVE
FIRE HYDRANT
LIGHTING
c
POLE MOUNTED LIGHT
NATURAL GAS
GAS VALVE
- - - Gx - - - Gx -
APPROX. GAS MAIN
- - - GSA - - - GSx -
APPROX. GAS SERVICE LINE
POWER
EOx
ELECTRICAL LINES, OVERHEAD
- - - EUx - - - EUx -
APPROX. ELECTRICAL LINES, UNDERGROUND
UTILITY POLE
UTILITY POLE WITH LIGHT
UTILITY POLE WITH TRANSFORMER
PROPERTY
- -
PROPERTY LINE
-
EASEMENT LINE
O
IRON PIPE
O
IRON ROD
Fl
i MONUMENT
ROADS
GUARD RAIL
�- OR SIGN
SITE FEATURES
••• EDGE OF WATER
- x x x x - BARBED WIRE FENCE
- CHAIN LINK FENCE
RAIL FENCE
- o - STOCKADE FENCE
WIRE FENCE
STONE WALL
$ oR1
TREE
TREE LINE
SANITARY SEWER
- - - Sx - - - Sx -
APPROX. SANITARY SEWER MAIN
- - - ssx - - - ssx -
APPROX. SANITARY SEWER SERVICE LINE
Qs .
SANITARY SEWER MANHOLE
0�3
SEWER CLEAN OUT
STORM SEWER
-
APPROX. STORM DRAIN PIPE
QQ
STORM DRAIN MANHOLE
®
CURB INLET
F131
CATCH BASIN
TOPOGRAPHY
-----95-----
CONTOUR
x 61.95
SPOT ELEVATION
WETLANDS
A
WETLANDS LINE
\\ N/F
GARDEN GROUP, LLC
(VOL. 1628 PG. 7)
IF (F)
IR (F)
EX. C6
TYPE "CL " CONC.
TF.•.74. 72 PAD
INV.• 69.18(N)
IN 72.48(S) 15" CPP
m IN V.• 68.78
NF
150 SULLIVAN AVE
x 74.3
x 75.5 11 �`�e? 'T�� (VOL. 2569 PG. 103)
%5
NIF 75 LINK FFNcE
MASSCONN DISTRIBUTORS CRL, INC. EE NOTE �5 �Q, b sNE r
(VOL. 1612, PG 178) / ' (// /36-6 / ,�,�
PRC\�
2g.. p, / ROOF l
Llgx 76..5 OVERHAA L x 76.4
l N, N6828'18 "W EXIS77NG lR (F)
' SEP77C SYSTEM (77PP£D 0. 44' S. W.)
Teti / PAD / N483935"W (ABANDONNED) S247742"E
N20 4158'E 'g tiigo l DECORA TI VE 111.45'
391.13' <F / �q2 llQ 33.76' sq�8 _GGt, J ' ^ ,' HYDRANTS /
x 77.2
/
JO' yqA / % -77- O' P PROPOSED /
S68 28'18'E zF *� 11 *`� �0 G CELL TOWER / o�
21.14' / �� I\,L,�G / N2041'581E
S4977'16"E �, / 60.00' / G FST
ENCE OCKADE
35.33 I _ / _ / l S6978 027-
PROPOSED 60. 00' x 78 1 /
LEASE AREA �ry �J S69'12 42'E �' ,1 ELECTRIC
>?" i 23.11 -- "78 + - TRANSFORMER
(2.962 S.F.)DUM)9 -
STER
PADPW/FENCE �a\O . ' .� E \ /.R. SET
R� N20 54 39'E /' +
23.14' 1. 29
CONDUIT FOR / 10 39 1 / s
FUTURE °�'O I - ELECTRIC r
EXPANSION V • c°
OF GAS LINE 11 `�* CONDUI TS(4) x
,
•EXIS77NO SEPT
SNET I ry �� TANK �. SOS . o • /FR
#4046/S•(ABANDONNED�
qA>� 0 �4 ass + EX. CB ll Q} 8p . EX. CB
S213758 "W jo'1' �/ -F � �� TYPE "CL� w`'~ If..- 79.76
216. 51 ' � � / E'r i8. � e TF.• 79.11 �//�} INV 74.81(15 CPP E)
EX. CB 7s 3s / Qes?s �ti��e *zso S /NV. 75. �43 Qe 1$ CPP = IN 75.80(15 " CPP S)
TYPE 63 1 ° c. �A osso `S oo x>g.1 co x78.7' IRA VEL AND UTILITIES EASEMENT
77
• IN FAVOR OF D & L CARON, LLC.
INV 74. 74(N) ( / cuss. ` k o' o o y ^� VOLUME 1055 PAGE 134
INV 75.57(SE) Aq�FRq N/F O' l I' (SEE MAP REF. 2)
TOWN OF SOUTH PAo
ho WNDSOR CHAIN LINK A DRY WELL
BUCKLE UP SIGN (VOL. 107 PG 527) FENCE w Q . ' 5' DIA., 6' DEEP EL. TOP OF CONC. = 78.16
N6879'44 "W /ss c�c ^y o ro• o�
143.49' /' Fr / / q1 e o° 76L6EX. 08
�+ . .I c JF.' 79.78
IN 76.50(15" CPP S)
wA, v, 16.7 co. / �' INV 76.44(15" CPP N)
'L WL
e \ \ / N2137'58"E / OVERHEAD �l ' / l �' 15" CPP N/F
k \ 206.54' b,.y5 ° ROOF 150 SULLIVAN AVE
y\� SHEL TER / 0 ' (VOL. 2569 PG 103)
\ oo
5.30' EX. CB
IF.' 79.76
INV 76.76(15" CPP)
C. \ \ Sk\ 10.00' \ \rev , c T FF T� *, `l 0 EX. CB S2140'42"W
9T T
l TYPE "CL " 250.56'
S7D�F,Q�'�'� . `'. TF:' 78.39
I - 75.69(NW)
cq \ \ Q \ u .(1, INV.' 75. 71(NE)
�8 6 \\ w, •� �o ISLAND SIGN
SIDEWALK S687944 "E
\ \ x 107.69'
CHO DISC R. SET
N68'19 44�IN �� F • s g \\ \�p 5
28 T,c: Cg
41
cF MONJ
IR
f
Sk\
Sl TE
Z
O
A/ �� �� AMIMALECARE
NUF 1 i \ V SHELTER
1 EAST MIA�DSOR Y114
POST OFFICE
m
n�v 5 � Q SUCV VAN
?TH) Q�
1Q
LOCATION PLAN
1"=1000'
NOTES,
1. PROPERTY IS IN THE RC ZONE.
2. PARCEL CONTAINS 87,158 SQUARE FEET OR 2.000 ACRES.
J. HORIZONTAL DATUM /S BASED ON NAD83. VER77CAL DA 7UM IS BASED ON
NA V088.
4. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A SPECIAL FLOOD
HAZARD ZONE AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE MAP
NUMBER 09003CO376F TOWN OF SOUTH W7NDSOR CONNECTICUT HARTFORD
COUNTY PANEL J76 OF 675 COMMUNITY NUMBER 090036 EFFEC77VE DA7F-
SEPTEMBER 26, 2008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL
INSURANCE ADM/N/SIRA TION.
5. STRUCTURE IS NON -CONFORMING TO CURRENT ZONING REGULA77ONS WITH
RESPECT TO SIDE YARD REQUIREMENTS.
6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED
AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD
MAPPING SUPPLIED BY THE RESPECTIVE U77LI TY COMPANIES OR
GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER
SOURCES. 77-IESE LOCA7ONS MUST BE CONSIDERED AS APPROXIMAIF IN
NA 7URE. ADDI77ONALL Y, OTHER SUCH FEA 7URES MA Y EXIST ON THE SITE,
THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC.
THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEA7URES MUST BE
FIELD DETERMINED AND VERIFIED BY THE APPROPR/A IF AUTHOR/T/ES PR/OR
TO CONS TRUC77ON.
7. CONTTACTOR SHALL CONTACT CALL BEFORE YOU DIG" FOR UNDERGROUND
U77LITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF
CONS7RUC770N.• 1-800-922-4455 OR WWW.CBYD.COM.
AP REFERENCES•.
i. "PLOT PLAN PREPARED FOR MASSCONN D157RIBUTORS CPL, INC.,
PARCEL 8 & 9 - ✓OHN FITCH INDUSTRIAL CENTRE, 12 AND 30
COMMERCE WAY, SOUTH WINDSOR, CONNEC77CUT, SCALE- 1 "=20',
DECEMBER 15, 1999 WITH THE LATEST REVISION ON APRIL 27, 2005,
SHEET 2 OF 6. " PREPARED BY ALFORD ASSOC/A7FS, INC.
2. RESUBDIV/SION MAP PROPERTY SURVEY - RESURVEY PREPARED FOR
D & L CARON, LLC, COMMERCE WAY, SOUTH WINDSOR, CONNEC77CUI,,
SCALE- 1 "=100', APRIL 12, 1999, REVISED ON ✓UNE 11, 1999, SHEET 3
OF 4. " PREPARED BY DESIGN PROFESSIONALS INC.
3. "TRAFFIC OPERATIONAL IMPROVEMENTS AT U.S. ROUTE 5 AND CONN.
RTE. 194 (SULLIVAN AVE.) INTERSECTION, SOUTH WINOSOR, CONNEC77CUT,
SCALE- 1 `--40', YEAR 1994, REVISED 12-27-1994, SHEET 19A, PROJECT
NO. 132-116. " PREPARED BY THE CONNECTICUT DOT.
4. PROPERTY OF ✓Fl ASSOC/A TES, INC., L 0IS 9 & 10, COMMERCE WA Y,
SOUTH W/NOSOR, CONNEC77CUT, SCALE: 1 "=40', MAY 1988, ZONE 1. "
PREPARED BY LUZZI ENGINEERING AND SURVEY/NG.
TRV 151 PK
157
SURVEY NOTES
THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE RE'GULA77ONS OF
COIVNEC77CUT STATF AGENCIES SEC77ONS 20-3006-1 THRU 20-3006-20 AND THE
'STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE
STAIF OF CONNECT/CUT" AS ADOPTED SY THE CONNECT/CUT ASSOC/A77ON OF LAND
SURVEYORS, INC ON AUGUST 29, 2019.
TYPE OF SURVEY IS A PROPERTY & TOPOGRAPHIC SURVEY AND IS INTENDED
TO DEPICT THE LOCATION OF EXISTING CONDITIONS RELA77VE TO PROPERTY
LINES.
(jOft,�PFe,
• THIS /S A INDEPENDENT RESURVEY BASED ON MAP REFERENCE J1.
.�a O ...... •e • . •.
C
. HORIZONTAL ACCURACY MEETS CLASS A - 2 STANDARDS. VER77CAL ACCURACY
ACCURACY MEETS CLASS T-2
1. �T
MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL
a �" rI' x"
STANDARDS.
TO MY KNOWLEDGE AND BELIEF, MIS MAP IS SUBSTAN77ALL Y CORRECT AS NOlFD
a � r�
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