HomeMy WebLinkAbout25SITE2 Site Plan Revised 2024-04-16_Part1Uncasville
C-0
COVER
SHEET
MADISON PLACE
LUXURY TOWNHOUSE
DEVELOPMENT
18 POWERHOUSE ROAD &
145 CONNECTICUT ROUTE 32)
MONTVILLE, CONNECTICUT
DRAWING LIST
SHEET NAME
COVER SHEET
IMPROVEMENT LOCATION & TOPOGRAPHIC PLAN
PROPOSED SITE PLAN
PHASING PLAN & FIRE ACCESS
GRADING AND DRAINAGE PLAN
PROPOSED UTILITY PLAN
SOIL EROSION & SEDIMENT CONTROL PLAN
SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS
LANDSCAPE & LIGHTING PLAN
DETAIL SHEET
DETAIL SHEET
DETAIL SHEET
SHEET NO.
C-0
PLAN DATE LATEST REVISION
SITE/CIVIL DRAWINGS
C-2.1
C-3.1
C-4.1
C-4.2
C-5.1
C-6.1
C-6.2
OWNER / APPLICANT
ARCHITECTURAL DRAWINGSFOUNDATION & FIRST FLOOR PLAN1
4 OVERVIEWS
C-6.3
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd4/17/2025 9:29 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
Staff Comments 03/31/25
Staff Comments 04/16/25
JNE HOLDINGS, LLC
338 Westport Road
Wilton, CT
02/11/25SECOND FLOOR AND THIRD FLOOR PLAN2
3 ELEVATIONS
R-20 / RT 32 OZ DISTRICT
C-3.2
02/11/25
02/11/25
02/11/25
02/11/25
02/11/25
02/11/25
02/11/25
02/11/25
02/11/25
02/11/25
MAP 70 LOT 034-000MAP 70 LOT 030-000
SITE
03/10/22
02/11/2503/10/22
02/11/2503/10/22
02/11/2503/10/22
02/02/22
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
04/16/25
C-2.2
02/11/25 04/16/25
R20
LI
R-20-M
I
LI
C1
R20
C1
R-20-M
1.THIS PLAN IS FOR THE PROPOSED CONDOMINIUM BUILDINGS WITH PARKING CONSTRUCTION, SITEUTILITIES, AND MISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE ORCONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OFCONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND INVERTS OF ANY AND ALLEXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIREDTO CONTACT THE ZONING DEPARTMENT, FIRE MARSHALL, AND THE TOLL FREE "CALL-BEFORE-YOU-DIG"PHONE NUMBER AT 1-800-922-4455.
4. THE PROPOSED DEVELOPMENT SHOWN HEREON REQUIRE REVIEW AND APPROVAL BY THE PLANNING ANDZONING COMMISSION.
5. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF ANAPPROVED SOIL EROSION AND SEDIMENTATION PLAN. SEE SHEET C-4.1 AND C-4.2.
6. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAYMULCH UPON COMPLETION OF CONSTRUCTION.
7. LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY.
8. THIS SITE IS NOT WITHIN A FEMA FLOOD HAZARD ZONE PER FEMA MAP 09011C0361J EFFECTIVE DATE
8/5/2013.
9. CLEARING LIMIT LINE SHALL BE ESTABLISHED PRIOR TO ANY SITE WORK ACTIVITIES.
10. LOT IS CONSIDERED A "PASS-THRU" LOT WITH FRONTAGE DESIGNATED ON ROUTE 32.
NOTES:
MAP REFERENCES:
A. "ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BYFULLER ENGINEERING AND LAND SURVEYING, LLC.
C-2.1
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACE4/17/2025 10:09 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
Staff Comments 03/31/25
Staff Comments 04/16/25
A
CONNDOT #SIZES(IN)SUPPORTS
30"131-0552
CONNDOT #SIZES(IN)SUPPORTS
SIGN LEGEND
CONNDOT #SIZES(IN)SUPPORTS
12"x18"12"x6"1
C RESERVEDPARKING
ACCESSIBLEVAN
WILL BE FINEDVIOLATORS
MININIMUM $150
B
CONNDOT #SIZES(IN)SUPPORTS
1
CONNDOT #SIZES(IN)SUPPORTS
DONOTENTER
18"x24''
ZONING COMPLIANCE TABLENORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
SAN SAN
W W
10'MinNORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
S89° 19' 57"E209.60'
N12° 39' 51"W26.05'
N81° 25' 04"E22.02'
N86° 44' 09"E77.11'
N85° 46' 43"E133.88'
S87° 08' 25"W318.77'N5° 19' 45"E181.60'S2° 42' 52"E290.04'S83° 45' 01"W189.00'N1° 59' 22"W102.57'N86° 51' 45"E43.13'
EXISTING CURBCUT TO REMAIN
1
24' (Typ)2 3
5
6
7
8910
20'25.0'20.0'56.4'58.3'EMERGENCYENTRANCE ONLY
1 CARGARAGE
(2) SPACES
1 CARGARAGE 1 CARGARAGE 1 CARGARAGE 1 CARGARAGE
1 CARGARAGE
(2) SPACES24' (Typ)
Proposed 12x12Patio
Proposed 6'x6.5'Covered Porch
Extg. Steps andWalk to be Removed
PLANTINGAREA (TYP)
5' W CONC. COVEREDENTRANCE PAD (TYP)
PROPOSED STOPSIGNAND 12" WHITE PAINTEDSTOP BAR
PROPOSED WHITEPAINTED CROSS WALK
A
B
BIT. CONC.PAVEMENT(TYP)SUBSURFACEINFILTRATIONSYSTEM
REMOVABLE BARRIER- USE DURINGEMERGENCY ONLY
PROPOSED METERBANK (TYP)
CB (TYP)
C
PROPOSED VANACCESSIBLE SPACE
B
B
25.0'
12.0'20.0'4
40.0'14.0'20.0'28.1'12.0'12.0'25.0'40.0'
20.0'12.0'12.0'25.0'13.4'13.4'29.2'
38.8'20'20'40.0'11
73.2'
80.3'
Proposed 6' HtStockade Fence
Proposed 6' HtStockade Fence
Proposed 6' HtStockade Fence
1 CARGARAGE
(2) SPACES (2) SPACES (2) SPACES
1 CARGARAGE 1 CARGARAGE
SUBSURFACEINFILTRATIONSYSTEM
PROPOSED LEVELSPREADER
PROPOSED TRANSFORMERw/PROTECTION BOLLARDS(TYP)
PROPOSED 10x15REFUSE ENCLOSUREw/CONC. PAD ANDSTOCKADE FENCE
12.0'
1 CARGARAGE
1 CARGARAGE 1 CARGARAGE
(3) SPACES(1)SPACE (1)SPACE (1)SPACE (1)SPACE
20'20'
10'22'22'18'9'8'8'18'(2) SPACES(2) SPACES1 CARGARAGE1 CARGARAGE1 CARGARAGE1 CARGARAGEProposed RemovableBarrier (EmergencyUse Only)
DO NOT ENTERSIGN
DO NOT ENTERSIGN
HOUSE TYPE WITHFRONTGE TOROUTE 32 21.6'20.1'99.9'
94.7'
Footprint = 3250 s.f.
Footprint = 1,382 s.f.
Footprint = 5,114 s.f.
Footprint = 1,536 s.f.
Footprint = 5,120 s.f.
Extg . Well to beAbandoned PerHealth DistrictRequirements
1
8
'
(
T
y
p
)
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
BIT. CONC.CURB (TYP)
BIT. CONC.CURB (TYP)
BIT. CONC.CURB (TYP)
9'
AD
CB
CBCBCB
CB
CB
T
T
T
STONE ENTRANCEPILLARS
C-2.2
PHASING PLAN&FIRE ACCESS
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACE4/17/2025 10:13 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
Staff Comments 03/31/25
Staff Comments 04/16/25
PHASE 1 PHASE 2
PHASE 3
FIRE ACCESS TURNING MOVEMENTS
1. INSTALL STOCKADE FENCING AROUND PHASE 2 PROJECT AREA AS
REQUIRED TO PROTECT COMPLETED PHASE 1 UNITS.
2. RENOVATE EXTG. HOUSE (UNIT 1) FROM 4 FAMILY TO 1 FAMILY
3. CONSTRUCT SECONDARY DRAINAGE SYSTEM AND TIE INTO PHASE 1
SYSTEM
4. CONSTRUCT UNITS 2, 3, & 4
5. CONSTRUCT SUBSURFACE UTILITIES6. CONSTRUCT EMERGENCY ACCESS ENTRANCE AND PARKING AREA
WITH 2 TOTAL PARKING SPACES
7. INSTALL TEMPORARY STOCKADE FENCE AND ACCESS GATES
AROUND PERIMETER OF PHASE 3 AREA TO PROTECT COMPLETED
PHASE 1 AND PHASE 2 DEVELOPMENT.
NOTE:
1. UNIT 1 CANNOT BE OCCUPIED PRIOR TO RENOVATION AND ISSUANCE
OF CZC AND CERTIFICATE OF OCCUPANCY FOR PHASE 2.
2. COORDINATE, MODIFY, AND ADJUST EROSION CONTROLS AS
REQUIRED BY CONSTRUCTION ACTIVITIES WITH THE MEASURES ON
SHEET C-4.1 AND PHASING AS INDICATED ON NOTE 1 OF THECONSTRUCTION SCHEDULE ON SHEET C-4.2.NORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
1
2 3
5
6
7
8910
4
11
1. RENOVATE EXTG. HOUSE (UNIT 7) FROM 2 FAMILY TO ONE FAMILY.
2. CONSTRUCT PRIMARY DRAINAGE SYSTEM
3. INSTALL DRAINAGE CONVEYANCE SYSTEM TO LEVEL SPREADER
4. CONSTRUCT UNITS 7, 6, and 5.
5. INSTALL SUBSURFACE UTILITIES
6. INSTALL ELECTRICAL CONDUIT TO ALL CURRENT AND FUTURE
TRANSFORMER LOCATIONS
7. CONSTRUCT PARKING AREAS WITH 7 TOTAL PARKING SPACES.
8. INSTALL PHASE TWO STOCKADE FENCING AND ACCESS GATES ONCE
UNITS ARE READY FOR OCCUPANCY.
NOTE
1. COORDINATE, MODIFY, AND ADJUST EROSION CONTROLS AS REQUIRED
BY CONSTRUCTION ACTIVITIES WITH THE MEASURES ON SHEET C-4.1 AND
PHASING AS INDICATED ON NOTE 1 OF THE CONSTRUCTION SCHEDULE ONSHEET C-4.2.
2. PHASE 1 WILL BE OCCUPIED UPON COMPLETION.
POWERHOUSE ROAD
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
1
2 3
5
6
7
8910
4
11
1.INSTALL TEMPORARY STOCKADE FENCE AND GATESAROUND THE CONSTRUCTION AREA.2.CONSTRUCT UNITS 8,9,10,113.TIE INTO SUBSURFACE DRAINAGE SYSTEM4.CONSTRUCT SUBSURFACE UTILITIES5.UPON COMPLETION, REMOVE STOCKADE FENCINGAND INSTALL PERMANENT PERIMETER FENCING.
NOTECOORDINATE, MODIFY, AND ADJUST EROSION CONTROLSAS REQUIRED BY CONSTRUCTION ACTIVITIES WITH THEMEASURES ON SHEET C-4.1 AND PHASING AS INDICATEDON NOTE 1 OF THE CONSTRUCTION SCHEDULE ON SHEETC-4.2.POWERHOUSE ROAD
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
1
2 3
5
6
7
8910
4
11 NORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
1
2 3
5
6
7
8910
4
11
REFUSE AREA
EMERGENCYVEHICLE ACCESSONLY
TURN-AROUNDAREA
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd4/17/2025 10:37 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
Staff Comments 03/31/25
Staff Comments 04/16/25
NOTES:
1.THIS PLAN IS FOR THE PROPOSED GRADING AND DRAINAGE FOR THE CONSTRUCTION OF A RESIDENTIALDEVELOPMENT WITH PARKING, AND MISCELLANEOUS LANDSCAPING ALONG THE CT ROUTE 32. THIS PLAN IS NOT TOBE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR BIDDING ANDCONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION ANDFOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND INVERTS OF ANY AND ALL EXISTINGUTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THETOLL FREE "CALL-BEFORE-YOU-DIG" PHONE NUMBER AT 1-800-922-4455.
4. THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW AND APPROVAL BY THE MONTVILLEBUILDING DEPARTMENT.
5. ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTING ANDGUTTER CONNECTIONS SHALL BE DETERMINED BY CONTRACTOR.
6. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED SOILEROSION AND SEDIMENTATION PLAN. SEE SHEET C-4.1 AND C-4.2.
7. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH UPONCOMPLETION OF CONSTRUCTION.
8. LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY.
9. ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THETOWN OF MONTVILLE AND UTILITY COMPANY STANDARDS.
10. SEE DETAILS FOR TEMPORARY AND PERMANENT TRENCHING WITHIN THE POWERHOUSE ROAD.
11. SEE ENGINEERING REPORT FOR OPERATION AND MAINTENANCE PLAN.
TEST PIT AND PERCOLATION DATA
MAP REFERENCES:
A. "ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BYFULLER ENGINEERING AND LAND SURVEYING, LLC.
EARTHWORK
Cut/Fill Summary
Name
Surface2
Totals
Cut Factor
1.000
Fill Factor
1.000
2d Area
59758.81 Sq. Ft.
59758.81 Sq. Ft.
Cut
1938.12 Cu. Yd.
1938.12 Cu. Yd.
Fill
803.40 Cu. Yd.
803.40 Cu. Yd.
Net
1134.72 Cu. Yd.<Cut>
1134.72 Cu. Yd.<Cut>
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWBIT. CONC.
PAVEMENT
2 1/2 STORYWOOD FRAMEHOUSE
NORWICH NEW LONDON TNPK( ROUTE 32)STEELHATCH
GRAVEL
WELL
OILFILL
MAILBOXOHWOHW EM UTLBOX
LAWN AREA
LAWN AREA
SNET 2741 S
UP 7702
FRONT 2742
FRONT 2741
BIT. CONC. CURBBARBED WIRE FENCE
BARBED WIRE FENCE
STOCKADE FENCE
STOCKADE FENCESTOCKADE FENCE1 STORYCONC. WALK
CONC. WALKCONC.
LANDING
CONC.
LANDING
CURB CUTCONC.STEPSI PIN FNDI PIPE FND
I PIN FND
CONC.STEPS
CONC. WALK
PLANTINGAREAOHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
CLP 2445
HETL CO 2426
HELT CO 2506
POWERHOUSE ROAD
WELL
WELL
CHAINLINK FENCEREMAINS OF
CONC. FLOOR
CONC. CURBCONC. CURBBIT. CONC.
PAVEMENT CONC. WALKCONC. WALKCONC. WALK
E.O.P.
E.O.P.
E.O.P.E.O.P.GRAVELDRIVEWAY
2 1/2 STORYWOOD FRAMEHOUSEFP. 1,382 S.F.
FP. 1,536 S.F.
MERESTONEHELD
MON FND /HELD
FIRE HYD
D.H. FND
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24TP-101-24
32 LF 6" Ø SDR-35 @ 0.11 85 LF 6" Ø SDR-35 @0.08 MIN6 LF 8" Ø
SDR-35
@
0.
0
4
MIN
95 L.F. LEVEL SPREADER (PHASE 1)TOP = 92.1INV. = 91.1
21
L
F
1
0
"
Ø
SD
R
-
3
5
@0
.
0
1
5
M
I
N
95 L.F. LEVEL SPREADER (PHASE 2)TOP = 90.5INV. = 89.5
OVERFLOW DISTRIBUTION BOX
(PHASE 2)
27 - 4 x 4 x 4' PRE-CAST CONCRETE GALLEY'SEMBEDDED IN 1" BROKEN / CLEAN STONE14' x 38'' x 4' DEEP (Stone)BOTTOM ELEV. (GALLEYS)=93.9BOTTOM STONE ELEV. = 93.4INV. 10" W. IN. = 95.9 (Phase 2)INV 8" S. IN =95.9INV 8" E. IN = 95.9INV 6" NE OUT = 93.9
40 - 4 x 4 x 4' PRE-CAST CONCRETE GALLEY'SEMBEDDED IN 1" BROKEN / CLEAN STONE18' x 42' x 4' DEEP (Stone)BOTOM ELEV. (GALLEYS)= 98.6BOTTOM STONE ELEV. = 98.1INV 8" N IN = 100.6INV 8" NE IN = 100.6INV 6" E OUT = 98.6
CB 6 (PHASE 2)
GRATE 104.8
8" ADS INV. OUT = 102.0
CB 4GRATE 101.88" ADS INV OUT = 97.0
CB 3GRATE 101.8
10" ADS INV IN / OUT = 96.3
CB 5 (PHASE 2)
GRATE 102.8
8" ADS INV OUT. = 100.9
CB 2
GRATE 100.5
8" ADS INV. IN = 97.3510" ADS INV OUT = 97.30 102 LF 10" Ø SDR-35 @0.01 MIN32 LF 8" Ø SDR-35 @0.01 MINCB 1GRATE 100.3
8" ADS INV OUT. = 97.7
2x2 PARTICLE SEPARATORWITH 2' SUMP
2x2 PARTICLE
SEPARATOR WITH 2'SUMP
2x2 PARTICLE SEPARATORWITH 2' SUMP
2x2 PARTICLESEPARATORWITH 2' SUMP
2x2 PARTICLESEPARATORWITH 2' SUMP
CLEAN-OUT (TYP)
EROSION CONTROL MATS
(SEE DETAIL ON SHEETC-4.2)
28LF 8" Ø SDR-35 @ 0.01
19 LF 8" Ø SDR-35 @ 0.06
ROUTE ALL ROOF
LEADERS FROM UNITS 1,2, 3, & 4 ARE ROUTED TOTHE GALLEYS (V.I.F.)
2x2 PARTICLESEPARATOR WITH 2'
SUMP
TF - 101.8Inv. In/Out 98.28
70 LF 6" Ø SDR-35@0.027 MIN1.67' Pipe Separation
0.50' Pipe Separation
25 LF 8" Ø SDR-35 @ 0.086
EROSION CONTROL MATS
(SEE DETAIL ON SHEET
C-4.2)
AD 1
GRATE 103.5
8" ADS INV OUT = 100.2
OUTLET CONTROLSTRUCTURE
INV IN = 98.6INV OUT = 102.6
OUTLET CONTROLSTRUCTUREINV IN = 93.9
INV OUT = 97.9
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
W
W
W
W W W W W W
W
W
W
WWWWW W W W W W W W W W W W W W
SANSANSANSAN SANWWWWWW
W WETCETCETCETCETCETCETCETCETCW
SAN SAN SAN SAN SAN SAN
SANSANSANSANSANSANSANSANSANSAN10'
Min
SAN SAN
F.F. El. = 108.8
F.F. El. = 103.6
F.F. El. = 107.1 F.F. El. = 104.1
F.F. El. = 102.1
F.F. El. = 105.6 F.F. El. = 104.0
F.F. El. = 102.1
F.F. El. = 102.3
F.F. El. = 102.4
F.F. El. = 102.3
Gar. Fl. El. =103.1
F.F. El. = 105.1F.F. El. = 106.6
Gar. Fl. El. =104.6Gar. Fl. El. =106.1Gar. Fl. El. =106.6
Gar. Fl. El. =105.5
Gar. Fl. El. =105.1 Gar. Fl. El. =103.5
Gar. Fl. El. =102.6
HP HP
1
2 3
5
6
7
8910
4
11
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd4/17/2025 10:38 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
Staff Comments 03/31/25
Staff Comments 04/16/25
NOTES:
1.THIS PLAN IS FOR THE PROPOSED UTILITIES OF THE PROPOSED RESIDENTIAL DEVELOPMENT WITH PARKING CONSTRUCTION, ANDMISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN ANDDETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2. UNLESS OTHERWISE NOTED, ALL UTILITIES ARE UNDERGROUND.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THESAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
4. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND INVERTS OF ANY AND ALL EXISTING UTILITIESPRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLL FREE"CALL-BEFORE-YOU-DIG" PHONE NUMBER AT 1-800-922-4455.
5. THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW AND APPROVAL BY THE LOCAL BUILDING DEPARTMENT.
6. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED SOIL EROSION ANDSEDIMENTATION PLAN. SEE SHEET C-4.1 AND C-4.2.
7. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH UPONCOMPLETION OF CONSTRUCTION.
8. SEE DETAILS FOR TEMPORARY AND PERMANENT TRENCHING WITHIN THE POWERHOUSE ROAD.
9. LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY. APPLICATION WILL BE MADE TO THE WATER POLLUTIONCONTROL AUTHORITY FOR A PERMIT TO CONSTRUCT AND CONNECT WATER AND SEWER LINES TO THE MONTVILLE SEWERSYSTEM.
10. EXISTING UNDERGROUND UTILITY LOCATION TAKEN FROM MAPS PROVIDED BY UTILITY COMPANY AND SEWER DEPARTMENT,PRIOR SURVEYS, AND FIELD MARKINGS.
11. ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THE TOWN OFMONTVILLE AND UTILITY COMPANY STANDARDS.
12. IF REQUIRED, ALL EXISTING SANITARY SEWER LINES SHALL BE CAPPED WITHIN 2 FEET OF THE EXISTING SEWER MAIN.
13. ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTING AND GUTTERCONNECTIONS SHALL BE DETERMINED BY CONTRACTOR.
14. ALL UNITS ARE DESIGNED TO HAVE SANITARY CONNECTIONS IN EACH BASEMENT AND WILL PUMP UP TO THE MAIN LATERAL ATTHE FRONT OF THE BUILDINGS. SANITARY LIFT SYSTEMS ARE REQUIRED TO FACILITATE ALL SEWAGE DISCHARGE TO THE TOWNSEWER SYSTEM IN THE STREET.
15. ALL WORK SHALL COMPLY WITH THE FOLLOWING TOWN STANDARDS:
15.1. TOWN OF MONTVILLE SEWER USE RULES AND REGULATIONS.
15.2. TOWN OF MONTVILLE SANITARY SEWER MATERIALS AND CONSTRUCTION STANDARDS.
15.3. TOWN OF MONTVILLE SPECIFICATIONS OF WATER MAINS AND APPURTENANCES.
16. SEWER PIPE TO BE PLASTIC PVC-SDR35.
17. WATER LINES TO BE TYPE K COPPER TUBING.
18. GRINDER PUMPS SHALL BE INSTALLED IN ALL UNITS.
MAP REFERENCES:
A. "ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022,SCALE 1"=20', BY FULLER ENGINEERING AND LAND SURVEYING, LLC.
1
2 3
5
6
7
8910
4
11
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWNORWICH NEW LONDON TNPK( ROUTE 32)OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWPOWERHOUSE ROAD
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24
TP-101-24
PROPOSED WATER UTILITY GATEVALVE AND SERVICE LINE FINALLOCATION BY UTILITY COMPANY
NEW 12"x2" TAP w/2" VALVE
ELECTRIC METERBANK CLUSTER
ELECTRIC METERBANK CLUSTER
ELECTRICMETER BANKCLUSTERSANSANSANSANSANSANSANSANSANSAN
Inv = 98.2
SanOut=98.5
EXTG SAN MHINV IN = 93.4(VERIFY IN FIELD)
W
W
W
W
W W W W W W
W
W
W
WWWWW W W W W W W W W W W W W W
PROPOSED 167KVA TRANSFORMERPAD #202 w/ (2) PROTECTION BOLLARDS
PROPOSED 167KVA TRANSFORMERPAD #202 w/ (2) PROTECTION BOLLARDS
PROPOSED 167KVA TRANSFORMERPAD #202 w/ (2) PROTECTION BOLLARDS
EXTG. FIREHYDRANT
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
34" K SERVICEAND VALVE(TYP)
EXTG. SANITARYLINE (TBD)SANSANSANSAN SANWWWWWW
W W
EXTG. WATERSERVICE(EXTG LOCATION TBD)ETCETCETCETCETCETCETCETCETCW
SAN SAN SAN SAN SAN SAN
SANSANSANSANSANSANSANSANSANSANInv = 97.7 Inv = 97.4
Inv =96.4
San Out = 96.6
San Out = 96.0
San Out = 97.6San Out = 97.9San Out = 98.4
San Out = 99.4
SanOut=99.0
SanOut = 98.0 SanOut =97.4
Inv = 98.8 Inv = 98.3 Inv = 97.8 Inv = 97.2
C.O.
C.O.C.O.C.O.
C.O.
C.O.
C.O.
Extg Overhead Wire Service tobe Abandoned (PotentialElectrical Service ConnectionPer Eversource if Required)
PROPOSED 2"ISOLATION VALVE (TYP)
PROPOSED 2"ISOLATION VALVE (TYP)
PROPOSED 2" BLOWOFF HYDRANT
PROPOSED 2" BLOWOFF HYDRANT
New 2" Water L
i
n
e
New 2" Water Line
New 2" Water LineNe
w
2
"
W
a
t
e
r
L
i
n
e
34" K SERVICEAND VALVE(TYP)
34" K SERVICEAND VALVE(TYP)
34" K SERVICE AND VALVE (TYP)
PROPOSED 34" ISOLATION VALVE ATEACH UNIT (TYP)
PROPOSED 34"ISOLATION VALVE ATEACH UNIT (TYP)
PROPOSED 34"ISOLATION VALVE ATEACH UNIT (TYP)
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
PROPOSED SAN MHT.F. = 101.7INV IN = 96.5INV OUT = 96.5
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
10'Min
EXISTING SAN LINESERVING EXTG.HOUSE TO REMAIN
EXISTING SAN LINESERVING EXTG.HOUSE TO REMAIN
SAN SAN
SAN / WATER CROSSINGFINISH GRADE = 101.9EL WATER LINE 97.9INV SAN = 96.1(VERT SEP = 1.8')
PROPOSED WATER METER (TYP)PROPOSED SAN MHT.F. = 101.49INV IN/OUT = 96.5INV OUT = 96.7
C.O.
C.O.
PROPOSED SANITARYCLEANOUT AT 75' MIN.
PROPOSED SANITARYCLEANOUT AT 75' MIN.
C.O.
PROPOSED 6" SANMAIN (TYP)
PROPOSED 6" SANMAIN (TYP)
PROPOSED 6" SANMAIN (TYP)
PROPOSED 4" SANLATERAL (TYP)
PROPOSED 4"SAN LATERAL(TYP)
NOTES:
MAP REFERENCES:
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OFTHE ENGINEER. IT HAS BEENSPECIFICALLY PREPARED FOR THEOWNER FOR THIS PROJECT AT THIS SITEAND IS NOT TO BE USED FOR ANYOTHER PURPOSE, LOCATION OR OWNERWITHOUT WRITTEN CONSENT OF THEENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604Office (203) 333-9465fax (203) 336-1769e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACEO:\Fuller CAD Files\CT\Bridgeport\Benson Terrace\#26 - FE13-1101 - Fox\Survey Data\2013 09 10 FE 13-1100 FOX 26BENSON TERR\LOCATION.crd4/17/2025 10:41 AMStaff Review 01/15/25
APPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION
CHAIRMAN DATE
EXPIRATION DATE
SEC PLAN APPROVAL DATE
Submission 02/11/25
Staff Comments 02/21/25
Staff Comments 03/07/25
Staff Comments 03/18/25
Staff Comments 03/31/25
Staff Comments 04/16/25
TEMPORARY
SOIL EROSION &
SEDIMENT
CONTROL PLAN
1.THIS PLAN IS FOR THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION OF ARESIDENTIAL DEVELOPMENT WITH PARKING, AND MISCELLANEOUS LANDSCAPING ALONG THE CT ROUTE 32.THIS PLAN IS NOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILSREQUIRED FOR BIDDING AND CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTIONAND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
3. THE PROPOSED DEVELOPMENT SHOWN HEREON HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 15.1 OFTHE ZONING REGULATIONS.
5. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVEDSOIL EROSION AND SEDIMENTATION PLAN. SEE SHEET C-4.2 FOR EROSION CONTROL NOTES AND DETAILS.
6. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCHUPON COMPLETION OF CONSTRUCTION.
SEDIMENT TRAP CALCULATIONS
A. "ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BYFULLER ENGINEERING AND LAND SURVEYING, LLC.
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWBIT. CONC.
PAVEMENT
2 1/2 STORYWOOD FRAMEHOUSE
NORWICH NEW LONDON TNPK( ROUTE 32)STEELHATCH
GRAVEL
WELL
OILFILL
MAILBOX
OHWOHWOHWOHWOHWOHWOHWOHWOHWEM UTLBOX
LAWN AREA
LAWN AREA
SNET 2741 S
UP 7702
FRONT 2742
FRONT 2741
FRONT 2740
BIT. CONC. CURBBARBED WIRE FENCE
BARBED WIRE FENCE
STOCKADE FENCE
STOCKADE FENCESTOCKADE FENCE1 STORYCONC. WALK
CONC. WALKCONC.
LANDING
CONC.LANDING
CURB CUTCONC.STEPSI PIN FNDI PIPE FND
I PIN FND
CONC.STEPS
20' SIDE BUILDING SETBACK
20' SIDE BUILDING SETBACK40' FRONT BUILDING SETBACKGUTTER LINECONC. WALK
PLANTINGAREAOHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
CLP 2445
HETL CO 2426
HELT CO 2506
POWERHOUSE ROAD
WELL
WELL
CHAINLINK FENCEREMAINS OF
CONC. FLOOR
CONC. CURBCONC. CURBBIT. CONC.
PAVEMENT CONC. WALKCONC. WALKCONC. WALK
E.O.P.
E.O.P.
E.O.P.E.O.P.GRAVEL
DRIVEWAY
1 STORY WOOD
FRAME SHED
2 1/2 STORYWOOD FRAMEHOUSE1 STORY WOODFRAME GARAGE
6.4'60.9'4.0'4.6'57.5'58.3'21.6'184.6'40' REAR BUILDING SETBACK20' SIDE BUILDING SETBACK
20' S
IDE BUILDING SETBACK
40' REAR BUILDING SETBACK
20' SIDE BUILDING SETBACK40' FRONT BUILDING SETBACK
FP. 1,382 S.F.FP. 760 S.F.
FP. 373 S.F.
FP. 1,536 S.F.
MERESTONEHELD
MON FND /HELD
FIRE HYD
D.H. FND
TP-201-25
TP-202-25
PT-202-25
TP-203-25
PT-201-25
TP-102-24
TP-103-24
TP-104-24
TP-105-24
TP-101-24
PROPOSED SILTFENCE (TYP)
PROPOSED 15'x50'MINANTI TRACKINGAPRON OR EXTG.PAVEMENT ASREQUIRED
PROPOSED SILT SACKAND SEDIMENT TRAP(TYP) - LEAVE FRAMESAND GRATES HIGHDURING CONSTRUCTION
BASIN 2TEMPORARY SEDIMENT BASIN - ELEVATION IS SUBJECT TOCHANGE THROUGHOUT CONSTRUCTOIN - MINIMUM CAPACITY
= 90 CY (2,423 CF MIN) - STABILIZE & RESTORE TO EXTG. GRADEAFTER PHASE 2 LEVEL SPREADER HAS BEEN INSTALLED
SF
SF
SF
SF
SF SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
PROPOSED 24'x50'MIN ANTI TRACKINGAPRON
PROPOSED SILTFENCE (TYP)
PROPOSED DOUBLE ROW SILTFENCE (TYP)SFSFSFSF SFSFSFSFPROPOSED STOCKPILE AREA RINGEDWITH SILT FENCE AND HAYBALEBACKING. COORD. RELOCATE AS REQDDURING PROJECT PHASING. (TYP)
TEMPORARY DIVERSION BERMw/STONE CHECK DAMS AT 50' O.C.(TYP) - RELOCATE AS REQUIREDDURING CONSTRUCTION- MAINTAIN SWALE DURING PHASE 1AND PHASE 2
TEMPORARY DIVERSION BERMw/STONE CHECK DAMS AT 50' O.C.(TYP) - RELOCATE AS REQUIREDDURING CONSTRUCTION- REMOVE AFTER PHASE 1 HAS BEENSTABILIZED
BASIN 1TEMPORARY SEDIMENT BASIN - ELEVATION ISSUBJECT TO CHANGE THROUGHOUTCONSTRUCTION - MINIMUM CAPACITY = 90 CY(2,423 CF MIN) - STABILIZE & RESTORE TO EXTG.GRADE AFTER PHASE 1 DIVERSION BERM HASBEEN REOVED AND STABILIZED
TEMPORARY SILT FENCE DURING TOREMAIN THROUGHOUT THE DURATION OFSEDIMENT BASIN OPERATION - REMOVEAFTER PHASE 2 DIVERSION BERM HASBEEN REMOVED AND STABILIZED.
SF
SF
SF
SF
SF
SF
SF