HomeMy WebLinkAboutDRAFT As-Built Site Plan 1-31-2025N64
°
5
1
'
2
3
"
W
140.
5
2
'
MON. FND.
UNDER WALK
N69°
5
4
'
2
7
"
W
53.7
9
'
47.6
4
'
N 69°
2
0
'
5
7
"
W
86.4
7
'
N 67
°
3
4
'
5
9
"
W
GR
A
N
.
M
S
.
W/
D
R
I
L
L
H
O
L
E
71.8
3
'
N 6
2
°
0
7
'
0
3
"
W
BROKEN
CHD
69.
4
7
'
N 5
8
°
3
8
'
2
1
"
W
GRAN. MS.
W/DRILL HOLE
17
3
.
1
1
'
N
5
3
°
1
1
'
4
6
"
W
21
5
.
9
8
'
N
5
0
°
2
0
'
0
1
"
W
60.
0
6
'
N
5
6
°
5
5
'
5
5
"
W
186.50'
N 89°12'55" W 209.75' (TOTAL)S 05°47'05" WS00°23'55"E80.25'S21°43
'55
"E
177
.50
'N26°39'57"E108.56'N41°10'06"E153.65'EXIST.
CHD
N16°42'07"E71.00'N5
8
°
5
6
'
1
2
"
W
25.
0
1
'
S63
°
2
3
'
0
7
"
E
33.
0
0
'
N28°54'26"E
50.00'
S61°05'34"E
23.00'N21°42'47"E24.00'(TOTAL)
130.40
'
N 72°
5
6
'
0
3
"
W
128.50'N 17°59'43" E46.28
'
52.70
'
N 63°0
3'
1
2
"
E
Δ=12°53'00" R=700.00'
L=157.40' T=79.03'
CHORD=S85°25'36"E 157.07'
N89°45'10"E
61.10'
Δ=9°23'15" R=570.12'
L=93.41' T=46.81'
CHORD=S85°33'12"E 93.31'
N10°30'27"E
8.50'
S79°29'33
"
E
338.50'
N85°52'27"E
130.90'S36°41'02"W
110.40'77.00'(TOTAL)S 13°29'02" W94.50'S 04°06'58" EΔ=17°27'27"
R=240.00'
L=73.13'
T=36.85'
NAIL SET
IN DRIVE
NAIL SET
IN DRIVE
NAIL SET
IN DRIVE
NAIL SET
IN ROAD
NAIL SET
IN DRIVE
GR
A
N
.
M
S
.
W
/
D
R
I
L
L
H
O
L
E
NAIL SET
IN WALL
85
84
83
8281
80
19
78
77
76
CHANNEL
OVE
R
F
L
O
W
1817
1615
14
13
12
11
109
87
654
3
21
79
75
74
73
727170
69
68
67
66
65
64
63
62
61 60 59 58
57
56
55
54
53
525150
49
48
47
46
45
44
43
42
41
40
O
X
O
B
O
X
O
BR
O
O
K
OXOBOXO
B
R
O
O
K2.6'69.6'
2.6'81.8'37.0'27.1'70.5'2.6'22.0'106.5'92.9'104.1'50.0'87.8'92.4'52.6'220.3'52.3'61.2'22.0'7.7'60.1'140.3'44.5'135.8'8.0'90.3'7.8'161.1'39.8'50.7'39.8'50.6'30.2'65.2'30.0'65.1'30.2'60.3'30.2'60.0'33.2'28.0'4.0'32.5'29.2'60.2'9.0'31.3'96.9'43.5'38.1'69.7'
12.6'9.0'17.0'
12.8'25.4'0.3'
FLOOD ZONE AE
FLOOD ZONE AE
FLOOD ZONE AE
FLOODOF
CHANCE
ANNUAL
OF 0.2%LIMIT
CHANCE
O
F
F
L
O
O
D
APPROX.
REGULATORY FLOODWAY
LIMIT OF
ANNUALOF 0.2%
LIMI
T
CHANCE
O
F
F
L
O
O
D
APPROX.FLOOD
CHANCE OF
0.2
%
LIMIT OF
APPROX. A
N
N
U
A
L
AP
P
R
O
X
.
L
I
M
I
T
O
F
1
%
A
N
N
U
A
L
C
H
A
N
C
E
O
F
F
L
O
O
D
CHA
N
C
E
O
F
F
L
O
O
D
APPRO
X
.
L
I
M
I
T
O
F
1
%
A
N
N
U
A
L
APPROX. LI
M
I
T
O
F
1
%
A
N
N
U
A
L
C
H
A
N
C
E
O
F
F
L
O
O
D
APPROX. FLOODWAYREGULATORY APPROX. LIMIT
O
F
FL
O
O
D
W
A
Y
REGU
L
A
T
O
R
Y
APPROX.
LIMI
T
O
F
FL
O
O
D
W
A
Y
LIMI
T
O
F
REG
U
L
A
T
O
R
Y
APPROX.
FLOOD ZONE AE
FLOOD ZONE AE
FLO
O
D
Z
O
N
E
A
E
FLOOD Z
O
N
E
A
E
CONNECTICUT
STATE OF
N/F
CONNOLY
COREEN J.
DAVID M. &
N/F
MERCADO
KIRK R.
N/F BRIAN E. BOYLE
N/F
BLAKE, Jr.
PENDELTON
RICHARD
FRANKLIN
DONNA
N/F
ANSELMO &
HEATHER LEE
N/F
KALIN
PAUL E.
N/F
CARRIE ARTEGA
&
JANICE GERRY
N/F
LLC
DEVINE
BRENT A.
N/F
CRESC
E
N
T
S
T
R
E
E
T
CONN. ROUTE 32(PUBLIC R.O.W.)PINKROW(PUBLIC R.O.W.)
(PUBLIC R.O.W.)
FARIA LANE (A/K/A CROSS ROA
D
)
ROAD COMMONLY REFERRED T
O
A
S
(P
U
B
L
I
C
R
.
O
.
W
.
)
R
O
A
D
DE
P
O
T
WGWATERLINE BY
PAINT ONLY A/WA/W
A/W
A/WA/WA/WW
A/W
A/W
A/WWV
A/W WG
UT
WVW
W
UT
WELL A/WA/WA/W
WWW
WWWAPPR
O
X
.
W
W APPROX. LOC. 6" W.M.W A/WW
A/WA/W
A/W A/WA/W12"&16" W.M.WW6" W
.M
.WWW12"&16"WWWGWW
6"W6"WWW12"&16"WWW
W.
M
.
W
W
12"
&
1
6
"
W
LO
C
.
W
Conc.
Bit. Walk
Bit. W
a
l
k
Bit. Walk
Conc
Paver
PaverPaver Conc
Conc
Bit. Walk
Bit.
Walk
Conc
Conc
Conc
Landscape
OW
OW
DNEHC HC
HC
NE
Stop
StopPS
PS
PS
PS
HCHC
Bit. Parking Lot
Bit. Parking Lo
t
Bit. Parking Lo
tDNE3"Birch
3"Birch
3"Mpl.
3"Birch
3"Mpl.
3"Mpl.
3"Mpl.
3"Birch
12"Tree
3"Mpl.
3"Mpl.
3"Mpl.
3"Mpl.
3"Mpl.3"Birch
3"Birch
Stand OfTrees
3"Mpl.
3"Mpl.
3"Mpl.
3"Mpl.Ornametal
(3)Birch
(4)Birch
(4)Birch
(4)Birch
(4)Birch
(3)Birch
(3)Birch
3"Tree
3"Mpl.4"Pine
3"Mpl.
SMHTF=38.91INV=22.97
Exis
t
i
n
g
B
o
g
Center Of BridgeElev. = 24.95
Ex. Bog
8,411± S.F.
BUILDING
1,961± S.F.
BUILDING
BUILDING
1,877± S.F.
FFL=28.09
FFL=41.77
2,018± S.F.
FFL=42.91
FFL=42.48
1,817± S.F.
BUILDING
BUILDING
BUILDING
37,778± S.F.
BUILDING
BUILDING
CLVTBOX3X6Wood Walls
Stn.
857 S.F. EASEMENT
GRANTED TO THE
TOWN OF MONTVILLE
RECORDED IN BK. 606,
PG. 1015-1017
AREA OF CENTRAL VERMONT RAILROAD
COMPANY RIGHT OF WAY . NO EVIDENCE
EXISTS OF ANY RECENT USE OF THIS
AREA BY CENTRAL VERMONT RAILROAD.
15' B.L.
15' B.L.
15' B.L.50' B.L.50' B
.L
.
50'
B
.
L
.
15' B.L
.15' B.L.50' B.L.50' B.L.50' B.L.
5
0
'
B
.
L
.
SANITARY SEWER EASEMENT IN
FAVOR OF THE TOWN OF
MONTVILLE (VOL. 121, PG 730-733)
SANITARY SEWER EASEMENT IN
FAVOR OF THE TOWN OF
MONTVILLE (VOL. 121, PG. 738-741)
20'±78°33'±98°
265
'
±
16
8
°
26
5
'
±
93°20'±20
'
±30'±28
5
'
±
287
'
±40'±191'± (SAN EASE)
33'
±
(S
A
N
E
A
S
E
)
215'± 20'±SAN.EASE.EAS
E
SAN
INV=49.35(OUT)
INV=49.55(IN)30" SAN30"
S
A
N
INV=50.22(OUT)
INV=50.42(IN)
INV=52.72(OUT)
INV=52.82(IN)
30" S
A
N
TF=61.15
SMH
TF=62.72
SMH
TF=76.54
SMH
LAT
SAN 36" SAN30" SANINV=11.52(OUT NE)
INV=11.84(IN S)
TF=23.52
SMH
INV=12.76(OUT N)
INV=13.06(IN S)24" SANINV=18.09(OUT)
INV=20.69(IN)15" SAN24" SAN
18" SA
N
INV=32.898" SAN18" SA
N
INV=43.37(IN)
DROP=34.87
TF=23.80
SMH
TF=28.81
SMH
TF=47.34SMH
TF=50.77
SMH
24
"
S
A
N
INV=43.70(OUT)
INV=48.20(IN)30" SANINV=48.56(OUT)
INV=48.71(IN)
30
"
S
A
N
TF=54.06
SMH
TF=63.76
SMH14' PROPERTY CORNER TOSANITARY EASEMENT45.00'ELECTRIC UTILITY
EASEMENT AREA TO
BE GRANTED TO CL&P
36,307 S.F or 0.834 AC.FL=60.5012"RCPTF=75.69
CB
TF=75.19STMH
UTUTUTUT
BRIDGE6566
HELTCOSIGN
M216
PRI-
6565
HELTCO
6564
CPCOOHW
BE
A
M
M
E
T
A
L
R
A
I
L
6570
HELTCO
6568
HELTCO
6567
HELTCO
37' FROM PROPERTY CORNER
TO WATERLINE EASE.20' WATER EASE. IN FAVOR OF THE TWON OF MONTVILLE (VOL 170, PG 624-626)207'±230'±9
0
°
'
55'±
9
2
°
0
7
'131±120±20'±55'±
BIT
C
O
N
C
.WALLCONC.WALLCONC.METAL RAILBEAMMETAL Stone Ret. Wall
S79°32'08"
E
335.00'N09°44'16"E23.13'Δ=12°26'39" R=240.00'
L=52.13' T=26.17'
CHORD=N40°47'08"E 52.02'
Δ=5°00
'
4
8
"
R
=
2
4
0
.
0
0
'
L=21.0
0
'
T
=
1
0
.
5
1
'
CHORD
=
N
3
2
°
0
4
'
2
5
"
E
2
0
.
9
9
'46.95'30.05'S10°49'16"W20.00'S79°
4
5
'
4
1
"
E
51.5
5
'
N10°23'23
"
E
29.33'
S80°06'29"
E
121.83'S3
7
°
3
0
'
2
0
"
E
6
3
.
9
6
'
N86°00'00"E
200.00'
S85°42'36"E
80.15'
AREA
TOTAL PARCEL
463,658 S.F.
10.644 AC.
UNIT #1
AREA
120,110 S.F.
2.757 AC.
UNIT #2
AREA
343,549 S.F.
7.887 AC.
Conc
ConcMERESTONE 55
ELEV. = 24.21
24" RCP24" RCP16" G.
M.GGGGGG
MTR.
GAS
16"16"GGG16"GGTH=55.11
TH=50.44
TH=42.43
TH=43.03
TH=43.01
TH=43.03
TH=28.21
TH=30.54
1,000± S.F.
FFL=29.77
BUILDING
PavementMarkings (Typ)
Pavement Stripe (Typ)
TH=43.03
Stone Wall
Gen. Pad
Bit.
Walk
BCLC
BCLCSIGN
STEPS
ST
O
N
E
R
E
T
.
W
A
L
L
RET.
STO
N
E
WAL
L
WWWWD
D
Fire Line Fire Line
Water Line
6" San.WWWWWWWWWWWWWDSan.San.6"
TF=23.02
CBCL
22
28
34
3840
42
44
46
4848
48
48
48
4
8
5
0
5
0
52
5
2
5
2
52
52
5
2
54
54
5
4
5
4
56
5
6
5656
56
56
585
8
5
8
58
60
60
6
0
60
60
6
0
6
0
62
62
6
2
64
64
6
4
66
66
66
6868
68
6
870
70
70
70
72
747676
32242
4
24
262646
24
36
38 40
42
44
46
48 50
5254
56 586062 64
60
222426
28
30
32
34
3638 40
42
68
70
72
7476
36
36
363
6
36
3634343232
3
0
3
0
3030
2840424650505050
50
5
0
46
4
6
4
4
44
4
4
40
4040
40
4
2
38
38
2628
28
2
82828
30
34
72
70 68
66 64 62
60
58
56
54
52
50
48 46
44
18
2020
2
8
24
26
22
24
22
18
24
22 20
26
32
40
5060
38
36
34
32
30
3
0
40
42
44
26
24
24
2426
343826x7
27
x
0
23x6
18
20
20
24
26
30
30
40
39x6
39x2
30
30
3
0
42
66 567068606450564642
4038
34
32
2428
3"Birch
Bit.Walk
Edge of Bog
Chain Link FenceEnclosure
Stai
r
s
28
Conc.Wall Block Wall
3026x9
23x
3
22x9
54
Chain Link FenceEnclosure
BCLC
44 52BCLC
BCLC
BCLC
MAG NAIL 306
ELEV. = 72.41
Bush GRID NAD 27SITE
LOCATION MAP
SCALE: 1"=1000'
REFERENCE MADE TO MAP TITLED:
"ALTA/NSPS LAND TITLE SURVEY #42 PINK ROW PROPERTY OF FARIA BEEDE INSTRUMENTS, INC.
MONTVILLE, CONN. DATE: 5-7-19. REV. 10-25-19. REV. 11-25-19. REV. 2-4-20. REV. 9-30-20 ADDITIONAL
WETLANDS & TOPO. REV 2-9-21. REV. 4-16-21. REV. 6-14-21. REV. 7-26-21. SCALE: 1"=40'. MAP NO. 219012-1."
PREPARED BY AESCHLIMAN LAND SURVEYING, PC. EAST HARTFORD, CONN.
"BOUNDARY MAP #42 PINK ROW PROPERTY OF FARIA BEEDE INSTRUMENTS, INC. MONTVILLE, CONN."
BY AESCHLIMAN LAND SURVEYING, PC EAST HARTFORD, CONN. DATE: 10-25-19 REVISED: 3-6-20
SCALE: 1"=40' MAP NO. 219012-1A
46
LEGEND
129x1
CL&P2744
W
G
UT
OHW
EXISTING FIELD TOPOGRAPHIC SURVEY CONTOUR
EXISTING FIELD TOPOGRAPHIC SURVEY LOCATION
EXISTING TREE LINE
LIMIT OF WETLANDS
EXISTING SIGN
EXISTING LIGHT POLE
BOLLARD WITH LIGHT
EXISTING UTILITY POLE
EXISTING CHAIN LINK FENCE
EXISTING WIRE FENCE
EXISTING WOOD FENCE
EXISTING IRON PIN
EXISTING MONUMENT
EXISTING CATCH BASIN
EXISTING STORM MANHOLE
EXISTING SANITARY MANHOLE
EXISTING WATER MAIN/SERVICE
EXISTING GAS MAIN/SERVICE
EXISTING UNDERGROUND UTILITIES
EXISTING OVERHEAD WIRES
EXISTING ABANDONED WATER
EXISTING MONITOR WELL
DO NOT ENTER SIGN
ONE WAY SIGN
HANDICAPPED SIGN
STOP SIGN
PARKING SIGN
UTILITY HAND HOLE
THRESHOLD
DETECTABLE WARNING PAD
NOTE: PERMANENT WATERLINE EASEMENT IN FAVOR OF THE TOWN OF MONTVILLE CONTAINING
7,980 S.F. IS PLOTTED ON THE SURVEY. TWO TEMPORARY WATERLINE EASEMENTS HAVE NOT BEEN
PLOTTED (DATED FEB. 11, 1986).
OWNER OF RECORD: OX OWNER LLC
WALTHAM, MA. 02451
ASSESSOR ID#: 074-038-000
ZONE: R20-M
VERTICAL DATUM - NAVD 1929
HORIZONTAL DATUM - NAD 1927
UTILIZING CTGS STATIONS 4840 & 4838
WETLAND LIMITS SHOWN DELINEATED BY CYNTHIA RABINOWITZ, HGCONN SOIL, BETHLEHEM, CONN.
SEPTEMBER 2013, ORIGINALLY SHOWN ON REF. MAP #2.
NOTE: BUILDING IS AN EXISTING NON CONFORMITY TO PRESENT BUILDING LINE SETBACK REQUIREMENTS.
DNE
DRAFT
OW
HC
STOP
PS
hh
A/W
TH
S05°17'39"W7.98'N85°44'29"W
169.19'
N80°33'11"
W
18.14'N85°49'36"W
90.34'S04°10'24"W7.78'N86°00'00"E
200.00'N09°44'16"E27.73'S06°13'44"W12.76'S83°46'16"E
40.00'
S86°00'00"W
40.65'
N86°00'00"E
61.90'S21°43'55
"E31.53
'N04°25'51"E30.35'S21°43'55"E48.58'
ELECTRIC EASEMENT
IN FAVOR OF UNIT #2
SHARED UTILITY
EASEMENT IN FAVOR
SEWER EASEMENT
IN FAVOR OF UNIT #1
(NOT TO SCALE)
(NOT TO SCALE)
(NOT TO SCALE)S06°13'44"W19.98'N86°09'54"E
127.69'
S86°09'54"W
141.76'
S85°42'36"E
80.15'S13°29'02"W30.05'12.51'S04°06'58"EOF UNITS #1 & #2