HomeMy WebLinkAbout25SP1 Light Pole MarkupCONCEPTUAL LOCATION
OF NEW DRILLED WELL
(TYP.)
OCS-1
OCS-2
FES-3 OCS-3
FES-4
FES-2
FES-5
DMH-1
FES-1
FES-6
D
390
390
37
0
3
9
0
380
375
385
385
380
380
375
370
3
8
0
370
375
375
370
380
370
365
360
3
7
0
38
0
375
365
37
5
39
0
390
390
390
385
38
5
38
0
36
5
365
365
D
D
D
F
D
FD
FD
FD
FD
FD
FD FD
F
D
FD
FD FD
FD
FD
FD
FD
FD
FD
1
0
.
0
'
CB-3
CB-1
CB-3
CB-5
CB-7
OCS-1
OCS-2
FES-3 OCS-3
FES-4
FES-2
FES-1
FES-6
CB-4
CB-6
CB-8
CB-2
DMH-2
DMH-3
DMH-4
NEW TYPE 'C' CATCH BASIN
TF=370.1± (MATCH EX. GRADE)
15" INV IN=366.4± (MATCH EX.)
15" INV OUT=366.0± (MATCH EX.)
400
405
410
415
420
4
0
0
4
0
5
4
1
0
415
390
385
395
390
385
395
405
410
40
0
400
405
410
390
385
360
355
350
345
340
335335
340
340
34534
5
345
350
355
355
355
350
36
0
355
36
0
355
360
400
405
410
3
9
8
395
4
0
0
398
370
375
3
9
0
395
395
3
9
5
395
UD-1
UD-2
UD-3
UD-4
UD-5
UD-6
UD-7
387.5
OHE
OH
E
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
OHE
OHE
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
X
X
X
X
X
X
X
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
X
X
X
X
X
X
SA
N
SAN
SA
N
SA
N
SAN
SA
N
SA
N
SAN
SA
N
SAN
SA
N
SAN
SA
N
SAN
SAN
SA
N
SAN
SA
N
SA
N
SAN
STM
ST
M
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
ST
M
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
S
S
S
S
CL&P
3895
418
416
414
412
410
408
406
404
402
400
398
396
394
392
390
388
386
384
382
380
378
376
4
1
4
4
1
2
4
1
0
4
0
8
406
404
402
400
398
396
394
392
39
0
38
8
386
38
4
382
380
378
376
374
372
370
368
366
364
362
360
358
356
354
352
350
348
344
342
340
338
336
334
332
330
328
326
404
402
400
398
396
394
392
390
388
386
384
382
380
3
7
8
37
6
374
372
370
368
366
364
362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
EXISTING SMH
TF=401.34
INV 10" PVC=394.44
INV 10" PVC=389.86
CT6011
CL&P
6010
IP
S
EXISTING SMH
TF=369.66
FL=359.16
CL&P
6009
W/UG
UPOLE
CP6008
6007
6007
EXISTING SMH
TF=337.17
FL=328.05
HELT
9258
9190
CL&P
9787
EVS
9788
CAROL DRI
V
E
SH
A
R
P
H
I
L
L
R
O
A
D
DH
EXISTING CB TYPE "C"
TF=337.01
WF#2-2
WF#2-1 WF#2-4
WF#2-3
DH
DH
DH
DH
MON
MON
MON
MONMON
MON
MON
MONMON
MON
MONMON
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
W
1ST FL FF
E
=
3
8
2
.
0
BSMT=37
2
.
0
1ST FL FFE=368.6
GARAGE=365.6
1ST FL F
F
E
=
3
8
0
.
0
GARAGE=
3
7
8
.
0
1ST FL FF
E
=
3
7
3
.
4
GARAGE=
3
7
0
.
4
1ST FL F
F
E
=
3
8
7
.
9
GARAGE=
3
8
3
.
9
1ST FL FF
E
=
3
9
3
.
6
GARAGE=
3
9
1
.
6
1ST FL FFE=399.4
GARAGE=396.91ST FL FFE=400.0
GARAGE=398.0
1
S
T
F
L
F
F
E
=
4
0
0
.
0
G
A
R
A
G
E
=
3
9
8
.
0
1ST
F
L
F
F
E
=
3
9
4
.
0
GAR
A
G
E
=
3
9
2
.
0
1ST FL FFE=395
.
5
GARAGE=393.5
BSMT=385.5
1ST F
L
F
F
E
=
3
9
6
.
0
GARA
G
E
=
3
9
4
.
0
BSMT
=
3
8
6
.
0
1ST FL F
F
E
=
3
9
0
.
0
GARAGE
=
3
8
8
.
0
BSMT=38
0
.
0
1ST FL F
F
E
=
3
8
4
.
0
GARAGE
=
3
8
2
.
0
BSMT=37
4
.
0
1ST FL F
F
E
=
3
7
8
.
0
GARAGE=
3
7
6
.
0
BSMT=36
8
.
0
1ST FL F
F
E
=
3
7
2
.
0
GARAGE=
3
7
0
.
0
BSMT=36
2
.
0
1ST FL FFE
=
3
6
7
.
0
GARAGE=3
6
5
.
0
BSMT=357
.
0
1ST FL FFE=396.0
GARAGE=394.0
BSMT=386.0
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
1ST F
L
F
F
E
=
3
6
7
.
8
GAR
A
G
E
=
3
6
4
.
8
1ST F
L
F
F
E
=
3
6
9
.
7
GAR
A
G
E
=
3
6
6
.
7
1ST
F
L
F
F
E
=
4
0
1
.
0
GAR
A
G
E
=
3
9
8
.
5
1ST FL FFE=401.0
GARAGE=398.5UPPER FL
FFE=414.3
GAR.=404.3
1ST
F
L
F
F
E
=
3
9
9
.
0
GAR
A
G
E
=
3
9
7
.
0
W
W
W
W
W
S
S
S
S
S
S
S
S
SAN
SAN
SAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN SAN
OH
E
NEW OVERHEAD ELECTRIC
TO NEW UTILITY POLE
SMH-9
SMH-8
SMH-7
SMH-6
SMH-5
SMH-1 SAN
SMH-4
SMH-3SMH-2
CROSSING
15" DRAINAGE INV=356.65
8" SAN. CROWN=355.55
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETCETCETC
E
T
C
ETC
ETC
ET
C
ET
C
ETC
ETC
ETC ETC ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC
ETC ETC ETC
ETC
ETC
ETC
ETC
NEW TRANSFORMER(S) (QUANTITY
AND FINAL LOCATION(S) TO BE
DETERMINED BY EVERSOURCE)
NEW UTILITY POLE
NEW UNDERGROUND ELECTRIC,
TELEPHONE AND CABLE SERVICES
IN SCH. 40 PVC CONDUITS
CONCEPTUAL NEW 4"
SDR 35 PVC SANITARY
SEWER LATERAL WITH BENDS
AND CLEANOUTS TO GRADE
AS NECESSARY (TYP.)
(SLOPE=1/4"/FT. MIN.)
NEW 8" SDR35 PVC
SANITARY SEWER MAIN
(MIN. SLOPE REQUIRED
=0.004 FT./FT.)
SAN SSAN
CROSSING
8" SAN. INV=354.75
6" DRAINAGE CROWN=352.75
CROSSING
15" DRAINAGE INV=359.25
8" SAN. CROWN=357.15
CROSSING
15" DRAINAGE INV=373.75
8" SAN. CROWN=370.10
CROSSING
15" DRAINAGE INV=390.1
8" SAN. CROWN=383.45
50025
SCALE IN FEET
50
EN
SW
UTILITY NOTES:
1.ALL NEW ON-SITE UTILITIES, INCLUDING CATV, SHALL BE LOCATED UNDERGROUND.
2.ALL UTILITY WORK SHALL ADHERE TO ALL APPLICABLE TOWN OF MONTVILLE STANDARDS,
REGULATIONS, POLICIES AND PRACTICES OF THE DEPARTMENT OF PUBLIC WORKS.
3.ELECTRIC, TELEPHONE, CABLE, AND SANITARY SEWER SERVICES SHALL CONFORM TO THE
POLICIES AND PRACTICES OF THE APPROPRIATE UTILITY AUTHORITY. ELECTRICAL SERVICES
ARE PROVIDED BY EVERSOURCE; SANITARY SEWER SERVICES ARE PROVIDED BY THE TOWN OF
MONTVILLE.
4.ALL UTILITIES SHALL BE STRUCTURALLY SUPPORTED TO MINIMIZE DISRUPTION FROM
SETTLEMENT OF UNDERLYING SOIL.
5.SANITARY SEWER SERVICES SHALL BE SDR 35 PVC PIPE.
6.UTILITY SERVICE SIZES, MATERIALS, AND INSTALLATIONS SHALL BE APPROVED AND INSPECTED
BY THE APPROPRIATE UTILITY COMPANY.
7.LOCATION AND SIZE OF ALL BUILDING UTILITY CONNECTIONS SHALL BE COORDINATED WITH
BUILDING ARCHITECTURAL PLANS AND CUSTODIAL UTILITY AUTHORITY AT THE TIME OF
INDIVIDUAL LOT DEVELOPMENT.
8.MINIMUM 5' SEPARATION BETWEEN ELECTRIC AND ALL OTHER PIPES SUCH AS WATER,
SANITARY SEWER AND DRAINS. A MINIMUM OF 12" SHALL BE PROVIDED BETWEEN ELECTRICAL
LINES AND TELEPHONE/CABLE LINES.
9.ALL ELECTRIC FACILITIES SUCH AS CONDUITS AND PRIMARY & SECONDARY HANDHOLES SHALL
CONFORM TO THE REQUIREMENTS OF EVERSOURCE.
DRAINAGE STRUCTURE AND PIPE TABLE
STARTING STRUCTURE DRAINAGE PIPE ENDING STRUCTURESTRUCTUREELEVATIONS
SMH2
SANITARY MANHOLE
TF=394.65
8" INV (NW)=383.70
8" INV (SE)=383.60
63 LF 8" SDR35 PVC PIPE
S=0.0254 FT./FT.SMH3
SMH1
SANITARY MANHOLE
TF=394.65
8" INV (SE)=386.90
126 LF 8" SDR35 PVC PIPE
S=0.0254 FT./FT.SMH2
SMH3
SANITARY MANHOLE
TF=391.70
8" INV (NW)=382.00
8" INV (SE)=381.90
176 LF 8" SDR35 PVC PIPE
S=0.0665 FT./FT.SMH4
SMH4
SANITARY MANHOLE
TF=379.00
8" INV (NW)=370.20
8" INV (SE)=370.10
176 LF 8" SDR35 PVC PIPE
S=0.0665 FT./FT.SMH5
SMH5
SANITARY MANHOLE
TF=366.55
8" INV (NW)=358.40
8" INV (SE)=358.30
74 LF 8" SDR35 PVC PIPE
S=0.0297 FT./FT.SMH6
SMH6
SANITARY MANHOLE
TF=362.80
8" INV (NW)=356.10
8" INV (SE)=356.00
81 LF 8" SDR35 PVC PIPE
S=0.0111 FT./FT.SMH7
SMH7
SANITARY MANHOLE
TF=361.10
8" INV (NW)=355.10
8" INV (S)=355.00
172 LF 8" SDR35 PVC PIPE
S=0.0110 FT./FT.SMH8
SMH8
SANITARY MANHOLE
TF=365.20
8" INV (N)=353.10
8" INV (SE)=353.00
68 LF 8" SDR35 PVC PIPE
S=0.0118 FT./FT.SMH9
SMH9
SANITARY MANHOLE
TF=364.50
NEW 8" INV (NW)=352.20
EX. 10" INV (W)=352.2±
EX. 10" INV (E)=351.7±
---EXISTING
SANITARY LINE
DE
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DRAWING
SHEET NUMBER:OF
CHECKED BY:DATE:
DRAWN BY:DATE:
PROJECT NO.SCALE:
DA
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AP
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RE
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.
H HENGINEERINGASSOCIATES
232 Greenmanville Ave.
Suite 201
Mystic, CT 06355
860-980-8008
www.hh-engineers.com
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SMM 7/10/2025
SMM 7/10/2025
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29798No.
M.M
A
R
O
NS
A M
E
U S
LICE N S E DR
P
F
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ISONA L NE
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STATE O F C ONNE
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GENERAL NOTES:
1.THE APPLICANT IS MT KINEO BUILDERS, LLC WITH A MAILING ADDRESS OF P.O. BOX 246, WEST
MYSTIC, CT 06388. THE PROPERTY OWNER IS R&N HOLDING COMPANY WITH A MAILING
ADDRESS OF P.O. BOX 246, WEST MYSTIC, CT 06388.
2.THE SUBJECT PARCEL IS IDENTIFIED AS LOT 63 ON THE TOWN OF MONTVILLE TAX ASSESSOR'S
MAP 23. THE DEED REFERENCE OF THE PROPERTY IS VOLUME 708 PAGE 1032.
3.THE APPLICANT IS PROPOSING A 23-LOT RESIDENTIAL RESUBDIVISION LOCATED AT 47 SHARP
HILL ROAD IN MONTVILLE. THE PARCEL WAS CREATED AS PART A SUBDIVISION APPROVED IN
OCTOBER 2016.
4.THE PARCEL IS LOCATED WITHIN THE TOWN OF MOTVILLE RESIDENTIAL 'R-20' ZONING
DISTRICT. THE PROPERTY IS NOT LOCATED WITHIN A FEMA FLOOD HAZARD ZONE.
5.AS PART OF THE RESUBDIVISION, THE ROADWAY, ASSOCIATED ROADWAY DRAINAGE SYSTEM,
STORMWATER MANAGEMENT IMPROVEMENTS, AND COMMON UTILITIES (SANITARY SEWER,
ELECTRIC, TELEPHONE, CABLE) WILL BE INSTALLED. THE RESIDENCES, DRIVEWAYS, INDIVIDUAL
LOT GRADING, AND DRILLED WELLS SHOWN ON THE PLANS FOR THE NEW BUILDING LOTS ARE
SHOWN FOR CONCEPTUAL PURPOSES ONLY. NO LOT DEVELOPMENT IS PROPOSED AT THIS
TIME. PRIOR TO ANY INDIVIDUAL LOT DEVELOPMENT, A SITE PLAN SHALL BE PREPARED IN
CONFORMANCE WITH ALL APPLICABLE LOCAL REGULATIONS, AND REVIEWED AND APPROVED
BY THE ZONING ENFORCEMENT OFFICER. THE DEVELOPMENT OF INDIVIDUAL LOTS SHALL NOT
ADVERSELY AFFECT THE DEVELOPMENT OF NEWLY CREATED LOTS OR EXISTING ABUTTING
PROPERTIES.
6.THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE TOWN OF MONTVILLE INLAND WETLANDS
& WATERCOURSES COMMISSION FOR A WETLANDS PERMIT APPLICATION, AND THE TOWN OF
MONTVILLE PLANNING & ZONING COMMISSION FOR A SUBDIVISION APPPLICATION.
7.EACH NEW BUILDING LOT WILL BE SERVED BY PRIVATE WELLS AND PUBLIC SANITARY SEWER.
8.INLAND WETLANDS WERE FLAGGED BY IAN COLE, WETLAND SCIENTIST AND REGISTERED SOIL
SCIENTIST, IN SEPTEMBER 2024 AND WERE LOCATED BY BOUNDARIES, LLC IN JANUARY 2025.
9.ELEVATIONS SHOWN HEREON ARE BASED ON NAVD-88 DATUM.
CONSTRUCTION NOTES:
1.THE CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" AT 800-922-4455 TO MARK OUT
ALL UNDERGROUND UTILITIES A MINIMUM OF 3 BUSINESS DAYS PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITY. CONTRACTOR SHALL VERIFY ALL LOCATIONS, DIMENSIONS AND
ELEVATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2.THE LOCATIONS OF SUBSURFACE UTILITIES SHOWN HEREON ARE APPROXIMATE. THE ACTUAL
LOCATION OF SUBSURFACE UTILITIES MAY VARY FROM THOSE INDICATED AND ALL
UNDERGROUND UTILITIES MAY NOT BE SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATING EXISTING UTILITIES PRIOR TO BEGINNING SITE WORK.
3.ALL PROPERTY LINES SHALL BE VERIFIED IN THE FIELD. NO PRIVATE PROPERTY SHALL BE
DISTURBED UNLESS PROPER RIGHTS ARE OBTAINED PRIOR TO CONSTRUCTION.
4.THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5.THE CONTRACTOR SHALL OBTAIN, REVIEW AND ADHERE TO ALL REQUIREMENTS AND ANY
CONDITIONS OF APPROVAL OF THE TOWN OF MONTVILLE.
6.THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE TOWN OF MONTVILLE STANDARDS,
REGULATIONS, POLICIES AND PRACTICES OF THE DEPARTMENT OF PUBLIC WORKS.
7.EXISTING DRAINAGE PATTERNS SHALL BE SUBSTANTIALLY MAINTAINED. THE CONTRACTOR
SHALL GRADE THE PROPERTY IN SUCH A MANNER TO MAINTAIN EXISTING LOCAL DRAINAGE
PATTERNS AND TO PREVENT EXCESS RUNOFF AND/OR PONDING ON ADJACENT PROPERTIES
BOTH DURING AND AFTER CONSTRUCTION.
8.THE CONTRACTOR SHALL BE RESPONSIBLE TO RESTORE ALL DISTURBED AREAS TO THEIR
PRE-CONSTRUCTION CONDITION OR BETTER ONCE ALL WORK IS COMPLETE.
9.HOURS OF CONSTRUCTION SHALL BE LIMITED TO 7:00 A.M. TO 6:00 P.M. MONDAY THROUGH
FRIDAY, AND 8:00 A.M. TO 6:00 P.M. SATURDAY. NO CONSTRUCTION ACTIVITY SHALL TAKE
PLACE ON SUNDAYS. ADDITIONALLY, NO EXTERIOR LIGHTING FOR CONSTRUCTION PURPOSES,
FREESTANDING OR OTHERWISE, IS APPROVED WITH THIS APPLICATION.
10.DELIVERIES OF MATERIALS/EQUIPMENT TO THE SITE RELATED TO THIS CONSTRUCTION
PROJECT ARE LIMITED TO 7:00 A.M. TO 5:00 P.M. MONDAY TO SATURDAY.
11.CONSTRUCTION INSPECTION FOR PUBLIC IMPROVEMENTS WILL BE REQUIRED IN ACCORDANCE
WITH THE TOWN OF MONTVILLE ROAD STANDARDS, SECTION 50.