HomeMy WebLinkAbout25SITE2 - Site Plan Rev 03-31-2025Uncasville
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 DRAWINGS
FOUNDATION & 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 OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd4/1/2025 12:23 PMStaff 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
JNE HOLDINGS, LLC
338 Westport Road
Wilton, CT
02/11/25
SECOND 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 034-000
MAP 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
03/31/25
03/31/25
03/31/25
03/31/25
03/31/25
03/31/25
03/31/25
03/31/25
03/31/25
03/31/25
02/02/22
C-2.2
02/11/25 03/31/25
R20
LI
R-20-M
I
LI
C1
R20
C1
R-20-M
145 NORWICH-NEW LONDON ROAD (RT 32) &
18 POWERHOUSE ROAD
MONTVILLE, CONNECTICUT
PREPARED FOR:JNE HOLDINGS, LLC
SCALE 1" = 20' 2 FEBRUARY 2022
REVISED 11 FEBRUARY 2025
REVISED 21 FEBRUARY 2025
FE22-1709
KEVIN M. CROWLEY
R.L.S. # 70261
TO MY KNOWLEDGE AND BELIEF, THIS
MAP IS SUBSTANTIALLY CORRECT TO THE
STANDARDS OF CLASS "A2" AS NOTED
HEREON.
THIS MAP IS NOT VALID UNLESS IT HAS A
LIVE SIGNATURE AND EMBOSSED SEAL
OF KEVIN M. CROWLEY.######################################################################################################2/20/2025 6:03 PMZONING IMPROVEMENT LOCATION
& TOPOGRAPHIC PLAN
VICINITY MAP
525 JOHN STREET
BRIDGEPORT, CT.
PH.203-333-9465
EMAIL:INFO@FULLERSURVEYORS.COM
SITE
1.THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-300B-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS,
INC. AND ADOPTED ON SEPT. 26, 1996, AMENDED SEPTEMBER 26, 2018.
2.THE TYPE OF SURVEY PERFORMED WITH RESPECT TO THE BOUNDARY PERIMETER IS IMPROVEMENT
LOCATION MAP.
3.THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY (SEE MAP REFERENCE).
4.WITH RESPECT TO HORIZONTAL ACCURACY, THIS MAP CONFORMS TO AN ACCURACY CLASS A-2.
5.WITH RESPECT TO VERTICAL ACCURACY, THIS MAP CONFORMS TO AN ACCURACY CLASS T-2, NAVD 88.
6.UTILITY, STRUCTURES, AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED,
IN-PART, BY FIELD LOCATIONS OF OBSERVABLE STRUCTURES AND PAINTED MARKINGS. THE ACTUAL
LOCATION AND SIZE OF UNDERGROUND UTILITIES SHOWN HEREON MAY NOT BE INDICATED. ADDITIONAL
UNDERGROUND UTILITIES MAY EXIST. PRIOR TO EXCAVATION OR CONSTRUCTION, CONTACT "CALL
BEFORE YOU DIG", (800) 922-4455.
7.OWNER OF RECORD:
145 CT ROUTE 32 - JNE HOLDINGS, LLC, RECORDED IN VOLUME 0641, PAGE 1192 IN THE TOWN OF
MONTVILLE TOWN CLERK'S OFFICE.
18 POWERHOUSE ROAD - JNE HOLDINGS, LLC, RECORDED IN VOLUME 0703, PAGE 0541 IN THE TOWN OF
MONTVILLE TOWN CLERK'S OFFICE
8.PARCELS ARE LOCATED IN THE R20 ZONE AND ARE LOCATED IN THE ROUTE 32 OVERLAY ZONE (OZ) ON
MAP 070, BLOCK 034, LOT 000 & MAP 070, BLOCK 030, LOT 000.
9.145 CT RT 32 LOT AREA = 59,415 S.F (1.35 ACRES) 18 POWERHOUSE ROAD LOT AREA = 50,731 S.F. (1.16
ACRES. TOTAL SITE AREA 1.33 ACRES.
10.THIS SITE IS NOT WITHIN A FEMA FLOOD HAZARD ZONE PER FEMA MAP 09011C0361J EFFECTIVE DATE
8/5/2013.
11.ALL DECLARATIONS ARE VALID FOR THE MAP AND COPIES THERE OF ONLY IF THEY BEAR THE EMBOSSED
SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. UNAUTHORIZED ALTERATIONS OR
ADDITIONS TO THIS SURVEY RENDER ANY DECLARATION SHOWN HEREON NULL AND VOID.
NOTES:
MAP REFERENCES:
A."CONNECTICUT STATE HIGHWAY DEPARTMENT. RIGHT OF WAY, TOWN OF MONTVILLE,
NORWICH-NEW LONDON ROAD FROM THE WATERFORD TOWN LINE NORTHERLY ABOUT
6,000 FEET. ROUTE NO. 12", DATED FEBRUARY 27,1931, SCALE1"=40'.
S89° 19' 57"E 209.60'
N12° 39' 51"W
26.05'
N81° 25' 04"E
22.02'
N86° 44' 09"E 77.11'N85° 46' 43"E 133.88'S9° 54' 06"E196.75'S87° 08' 25"W 353.77'N5° 19' 45"E181.60'S2° 42' 52"E290.04'S83° 45' 01"W 189.00'N1° 59' 22"W102.57'N86° 51' 45"E 43.13'N9° 54' 06"W196.75'N87° 08' 25"E 35.00'
76.70'
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHW43.1'182.6'
161 ROUTE 32
N/F
OBIEM EBENEZER
VOL. 0654, PG. 0990
BIT. CONC.
PAVEMENT
2 1/2 STORY
WOOD FRAME
HOUSE
NORWICH NEW LONDON TNPK( ROUTE 32)STEEL
HATCH
GRAVEL
WELL
OIL
FILL
MAILBOX
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWEM UTL
BOX
131 ROUTE 32
N/F
CICCHIELLLO GARY A &
LORENZO J
VOL. 0432, PG. 0431
10 POWERHOUSE RD
N/F
GALVIN JEFFREY T &
SHAWN M
VOL. 0384, PG. 0085
14 POWER HOUSE RD
N/F
ADAMS JENNIFER A
VOL. 0583, PG. 0498
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
I PIPE FND
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 STORY
WOOD FRAME
HOUSE1 STORY WOOD
FRAME GARAGE
145 ROUTE 32
N/F
JNE HOLDINGS, LLC
VOL. 641, PG. 1192
22 POWERHOUSE RD
N/F
DONALD L. &
HEATHER L. GRESSLY
VOL. 385 PG. 465
18 POWERHOUSE RD
N/F
JNE HOLDINGS, LLC
VOL. 703, PG. 541
6.4'60.9'4.0'4.6'57.5'58.3'21.6'184.6'40' REAR BUILDING SETBACK20' SIDE BUILDING SETBACK
20' SIDE BUILDING SETBACK40' REAR BUILDING SETBACK
20' SIDE BUILDING SETBACK40' FRONT BUILDING SETBACK
80.3'
FP. 1,382 S.F.
FP. 760 S.F.
FP. 373 S.F.
FP. 1,536 S.F.
MERESTONE
HELD
MON FND /
HELD
FIRE HYD
D.H. FND
COU
R
T
BONVILLE DR.MAP
L
E
JEROMEAVENUE
ROADROAD
JEROME
AVE.
STARR
ROADROAD RED CEDAR AVE. KILLEEN RD. NORWICH 32
163
Uncasville
ROA
D
NEW LONDON TPK (RT 32)CR E S C ENDEPOT
RD.
DEPOT
R
OW
MA
P
L
E
AV
E
.
EX
T
.ROADDOCK GAIRCOURTEDWARD RD.
HARRISON
BREWER ST. ST.
POWER HOUSE ROAD
LATHROPHEWI TT
D RIVECOMSTOCK AVE.
1.THIS PLAN IS FOR THE PROPOSED CONDOMINIUM BUILDINGS WITH PARKING CONSTRUCTION, SITE
UTILITIES, AND MISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE OR
CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR BIDDING AND CONSTRUCTION.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION 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 ALL
EXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED
TO 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 AND
ZONING COMMISSION.
5.ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN
APPROVED 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 HAY
MULCH 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', BY
FULLER 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 OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACE3/31/2025 5:06 PMStaff 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
A
CONN
DOT #
SIZES
(IN)SUPPORTS
30"131-0552
CONN
DOT #
SIZES
(IN)SUPPORTS
SIGN LEGEND
CONN
DOT #
SIZES
(IN)SUPPORTS
12"x18"
12"x6"1
C RESERVED
PARKING
ACCESSIBLE
VAN
WILL BE FINED
VIOLATORS
MININIMUM $150
B
CONN
DOT #
SIZES
(IN)SUPPORTS
1
CONN
DOT #
SIZES
(IN)SUPPORTS
DO
NOT
ENTER
18"x24''
ZONING COMPLIANCE TABLENORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD
TP-102-24
TP-103-24
TP-104-24
TP-105-24
TP-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-105-24
TP-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"E181.6
0
'S2° 42' 52"E290.04'S83° 45' 01"W189.00'N1° 59' 22"W102.57'N86° 51' 45"E43.13'
EXISTING CURB
CUT TO REMAIN
1
24' (Typ)2 3
5
6
7
8910
20'25.0'20.0'56.4'58.3'EMERGENCY
ENTRANCE ONLY
1 CAR
GARAGE
(2) SPACES
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
(2) SPACES24' (Typ)
Proposed 12x12
Patio
Proposed 6'x6.5'
Covered Porch
Extg. Steps and
Walk to be Removed
PLANTING
AREA (TYP)
5' W CONC. COVERED
ENTRANCE PAD (TYP)
PROPOSED STOPSIGN
AND 12" WHITE PAINTED
STOP BAR
PROPOSED WHITE
PAINTED CROSS WALK
A
B
BIT. CONC.
PAVEMENT
(TYP)SUBSURFACE
INFILTRATION
SYSTEM
REMOVABLE BARRIER
- USE DURING
EMERGENCY ONLY
PROPOSED METER
BANK (TYP)
CB (TYP)
C
PROPOSED VAN
ACCESSIBLE 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' Ht
Stockade Fence
Proposed 6' Ht
Stockade Fence
Proposed 6' Ht
Stockade Fence
1 CAR
GARAGE
(2) SPACES (2) SPACES (2) SPACES
1 CAR
GARAGE
1 CAR
GARAGE
SUBSURFACE
INFILTRATION
SYSTEM
PROPOSED LEVEL
SPREADER
PROPOSED TRANSFORMER
w/PROTECTION BOLLARDS
(TYP)
PROPOSED 10x15
REFUSE ENCLOSURE
w/CONC. PAD AND
STOCKADE FENCE
12.0'
1 CAR
GARAGE
1 CAR
GARAGE
1 CAR
GARAGE
(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 Removable
Barrier (Emergency
Use Only)
DO NOT ENTER
SIGN
DO NOT ENTER
SIGN
HOUSE TYPE WITH
FRONTGE TO
ROUTE 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 be
Abandoned Per
Health District
Requirements
1
8
'
(
T
y
p
)
EXTG. WELL TO BE
ABANDONED PER
HEALTH DISTRICT
REQUIREMENTS
EXTG. WELL TO BE
ABANDONED PER
HEALTH DISTRICT
REQUIREMENTS
BIT. CONC.
CURB (TYP)
BIT. CONC.
CURB (TYP)
BIT. CONC.
CURB (TYP)
9'
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 OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-mail Info@FullerSurveyors
MONTVILLE, CONNECTICUTAPPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN DATE MADISON PLACE3/31/2025 4:46 PMStaff 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
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 UTILITIES
6.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 THE
CONSTRUCTION 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 ON
SHEET 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 GATES
AROUND THE CONSTRUCTION AREA.
2.CONSTRUCT UNITS 8,9,10,11
3.TIE INTO SUBSURFACE DRAINAGE SYSTEM
4.CONSTRUCT SUBSURFACE UTILITIES
5.UPON COMPLETION, REMOVE STOCKADE FENCING
AND INSTALL PERMANENT PERIMETER FENCING.
NOTE
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 ON SHEET
C-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
EMERGENCY
VEHICLE ACCESS
ONLY
TURN-AROUND
AREA
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd4/1/2025 12:24 PMStaff 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
NOTES:
1.THIS PLAN IS FOR THE PROPOSED GRADING AND DRAINAGE FOR THE CONSTRUCTION OF A RESIDENTIAL
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 DETAILS REQUIRED FOR BIDDING AND
CONSTRUCTION.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION 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 ALL EXISTING
UTILITIES PRIOR 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.
4.THE PROPOSED DEVELOPMENT SHOWN HEREON WILL REQUIRE REVIEW AND APPROVAL BY THE MONTVILLE
BUILDING DEPARTMENT.
5.ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTING AND
GUTTER CONNECTIONS SHALL BE DETERMINED BY CONTRACTOR.
6.ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED SOIL
EROSION 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 UPON
COMPLETION 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 THE
TOWN 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', BY
FULLER 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 STORY
WOOD FRAME
HOUSE
NORWICH NEW LONDON TNPK( ROUTE 32)STEEL
HATCH
GRAVEL
WELL
OIL
FILL
MAILBOXOHWOHW EM UTL
BOX
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.GRAVEL
DRIVEWAY
2 1/2 STORY
WOOD FRAME
HOUSE
FP. 1,382 S.F.
FP. 1,536 S.F.
MERESTONE
HELD
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
32 LF 10" Ø SDR-35 @ 0.11 85 LF 8" Ø SDR-35 @0.08 MIN6 LF 8
"
Ø
S
D
R
-
3
5
@0.04
M
I
N
70 L.F. LEVEL SPREADER (PHASE 1)
TOP = 92.1
INV. = 91.1
21
L
F
1
0
"
Ø
S
D
R
-
3
5@0.
0
1
5
M
I
N
70 L.F. LEVEL SPREADER (PHASE 2)
TOP = 90.5
INV. = 89.5
OVERFLOW DISTRIBUTION BOX
(PHASE 2)
27 - 4 x 4 x 4' PRE-CAST CONCRETE GALLEY'S
EMBEDDED IN 1" BROKEN / CLEAN STONE
14' x 38'' x 4' DEEP (Stone)
BOTTOM ELEV. (GALLEYS)=93.9
BOTTOM STONE ELEV. = 93.4
INV. 10" W. IN. = 95.9 (Phase 2)
INV 8" S. IN =95.9
INV 8" E. IN = 95.9
INV 8" NE OUT = 97.9
40 - 4 x 4 x 4' PRE-CAST CONCRETE GALLEY'S
EMBEDDED IN 1" BROKEN / CLEAN STONE
18' x 42' x 4' DEEP (Stone)
BOTOM ELEV. (GALLEYS)= 98.6
BOTTOM STONE ELEV. = 98.1
INV 8" N IN = 100.6
INV 8" NE IN = 100.6
INV 10" OUT = 102.6
CB 6 (PHASE 2)
GRATE 104.8
8" ADS INV. OUT = 102.0
CB 4
GRATE 101.8
8" ADS INV OUT = 97.0
CB 3
GRATE 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 = 97.35
10" ADS INV OUT = 97.30 102 LF 10" Ø SDR-35 @0.01 MIN32 LF 8" Ø SDR-35 @0.01 MINCB 1
GRATE 100.3
8" ADS INV OUT. = 97.7
2x2 PARTICLE SEPARATOR
WITH 2' SUMP
2x2 PARTICLE
SEPARATOR WITH 2'
SUMP
2x2 PARTICLE SEPARATOR
WITH 2' SUMP
2x2 PARTICLE
SEPARATOR
WITH 2' SUMP
2x2 PARTICLE
SEPARATOR
WITH 2' SUMP
CLEAN-OUT (TYP)
EROSION CONTROL MATS
(SEE DETAIL ON SHEET
C-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 TO
THE GALLEYS (V.I.F.)
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
W
W
W
W W W W W W
W
W
WWWWWW 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. =
104.6
Gar. Fl. El. =
106.1
Gar. 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 OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:09 PMStaff 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
NOTES:
1.THIS PLAN IS FOR THE PROPOSED UTILITIES OF THE PROPOSED RESIDENTIAL DEVELOPMENT WITH PARKING CONSTRUCTION, AND
MISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND
DETAILS 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 THE
SAFETY 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 UTILITIES
PRIOR 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 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 UPON
COMPLETION 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 POLLUTION
CONTROL AUTHORITY FOR A PERMIT TO CONSTRUCT AND CONNECT WATER AND SEWER LINES TO THE MONTVILLE SEWER
SYSTEM.
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 OF
MONTVILLE 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 GUTTER
CONNECTIONS 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 AT
THE FRONT OF THE BUILDINGS. SANITARY LIFT SYSTEMS ARE REQUIRED TO FACILITATE ALL SEWAGE DISCHARGE TO THE TOWN
SEWER 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 GATE
VALVE AND SERVICE LINE FINAL
LOCATION BY UTILITY COMPANY
NEW 12"x2" TAP w/2" VALVE
ELECTRIC METER
BANK CLUSTER
ELECTRIC METER
BANK CLUSTER
ELECTRIC
METER BANK
CLUSTERSANSANSANSANSANSANSANSANSANSAN
Inv = 98.2
San
Out=98.5
EXTG SAN MH
INV 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 TRANSFORMER
PAD #202 w/ (2) PROTECTION BOLLARDS
PROPOSED 167KVA TRANSFORMER
PAD #202 w/ (2) PROTECTION BOLLARDS
PROPOSED 167KVA TRANSFORMER
PAD #202 w/ (2) PROTECTION BOLLARDS
EXTG. FIRE
HYDRANT
EXTG. WELL TO BE
ABANDONED PER
HEALTH DISTRICT
REQUIREMENTS
34" K SERVICE
AND VALVE
(TYP)
EXTG. SANITARY
LINE (TBD)SANSANSANSAN
SANWWWWWW
W W
EXTG. WATER
SERVICE
(EXTG LOCATION TBD)ETCETCETCETCETCETCETCETC ETCW
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
San
Out=99.0
San
Out = 98.0
San
Out =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 to
be Abandoned (Potential
Electrical Service Connection
Per Eversource if Required)
PROPOSED 2"
ISOLATION VALVE (TYP)
PROPOSED 2"
ISOLATION VALVE (TYP)
PROPOSED 2" BLOW
OFF HYDRANT
PROPOSED 2" BLOW
OFF HYDRANT
New 2" Wate
r
L
i
n
e
New 2" Water Line
New 2" Water LineN
e
w
2
"
W
a
t
e
r
L
i
n
e
34" K SERVICE
AND VALVE
(TYP)
34" K SERVICE
AND VALVE
(TYP)
34" K SERVICE AND VALVE (TYP)
PROPOSED 34" ISOLATION VALVE AT
EACH UNIT (TYP)
PROPOSED 34"
ISOLATION VALVE AT
EACH UNIT (TYP)
PROPOSED 34"
ISOLATION VALVE AT
EACH UNIT (TYP)
EXTG. WELL TO BE
ABANDONED PER
HEALTH DISTRICT
REQUIREMENTS
PROPOSED SAN MH
T.F. = 101.7
INV IN = 96.5
INV OUT = 96.5
EXTG. WELL TO BE
ABANDONED PER
HEALTH DISTRICT
REQUIREMENTS
10'
Min
EXISTING SAN LINE
SERVING EXTG.
HOUSE TO REMAIN
EXISTING SAN LINE
SERVING EXTG.
HOUSE TO REMAIN
SAN SAN
SAN / WATER CROSSING
FINISH GRADE = 101.9
EL WATER LINE 97.9
INV SAN = 96.1
(VERT SEP = 1.8')
PROPOSED WATER METER (TYP)PROPOSED SAN MH
T.F. = 101.49
INV IN/OUT = 96.5
INV OUT = 96.7
C.O.
C.O.
PROPOSED SANITARY
CLEANOUT AT 75' MIN.
PROPOSED SANITARY
CLEANOUT AT 75' MIN.
C.O.
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 OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:10 PMStaff 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
TEMPORARY
SOIL EROSION &
SEDIMENT
CONTROL PLAN
1.THIS PLAN IS FOR THE PROPOSED SOIL EROSION AND SEDIMENT CONTROL FOR THE CONSTRUCTION OF A
RESIDENTIAL 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 DETAILS
REQUIRED FOR BIDDING AND CONSTRUCTION.
2.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION
AND 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 OF
THE ZONING REGULATIONS.
5.ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED
SOIL 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 MULCH
UPON COMPLETION OF CONSTRUCTION.
SEDIMENT TRAP CALCULATIONS
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE 1"=20', BY
FULLER ENGINEERING AND LAND SURVEYING, LLC.
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWBIT. CONC.
PAVEMENT
2 1/2 STORY
WOOD FRAME
HOUSE
NORWICH NEW LONDON TNPK( ROUTE 32)STEEL
HATCH
GRAVEL
WELL
OIL
FILL
MAILBOX
OHWOHWOHWOHWOHWOHWOHWOHWOHWEM UTL
BOX
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 STORY
WOOD FRAME
HOUSE1 STORY WOOD
FRAME 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' SIDE 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.
MERESTONE
HELD
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 SILT
FENCE (TYP)
PROPOSED 15'x50'
MINANTI TRACKING
APRON OR EXTG.
PAVEMENT AS
REQUIRED
PROPOSED SILT SACK
AND SEDIMENT TRAP
(TYP) - LEAVE FRAMES
AND GRATES HIGH
DURING CONSTRUCTION
BASIN 2
TEMPORARY SEDIMENT BASIN - ELEVATION IS SUBJECT TO
CHANGE THROUGHOUT CONSTRUCTOIN - MINIMUM CAPACITY
= 90 CY (2,423 CF MIN) - STABILIZE & RESTORE TO EXTG. GRADE
AFTER PHASE 2 LEVEL SPREADER HAS BEEN INSTALLED
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
PROPOSED 24'x50'
MIN ANTI TRACKING
APRON
PROPOSED SILT
FENCE (TYP)
PROPOSED DOUBLE ROW SILT
FENCE (TYP)SFSFSFSF
SF SFSFSFPROPOSED STOCKPILE AREA RINGED
WITH SILT FENCE AND HAYBALE
BACKING. COORD. RELOCATE AS REQD
DURING PROJECT PHASING. (TYP)
TEMPORARY DIVERSION BERM
w/STONE CHECK DAMS AT 50' O.C.
(TYP) - RELOCATE AS REQUIRED
DURING CONSTRUCTION
- MAINTAIN SWALE DURING PHASE 1
AND PHASE 2
TEMPORARY DIVERSION BERM
w/STONE CHECK DAMS AT 50' O.C.
(TYP) - RELOCATE AS REQUIRED
DURING CONSTRUCTION
- REMOVE AFTER PHASE 1 HAS BEEN
STABILIZED
BASIN 1
TEMPORARY SEDIMENT BASIN - ELEVATION IS
SUBJECT TO CHANGE THROUGHOUT
CONSTRUCTION - MINIMUM CAPACITY = 90 CY
(2,423 CF MIN) - STABILIZE & RESTORE TO EXTG.
GRADE AFTER PHASE 1 DIVERSION BERM HAS
BEEN REOVED AND STABILIZED
TEMPORARY SILT FENCE DURING TO
REMAIN THROUGHOUT THE DURATION OF
SEDIMENT BASIN OPERATION - REMOVE
AFTER PHASE 2 DIVERSION BERM HAS
BEEN REMOVED AND STABILIZED.
SF
SF
SF
SF
SF
SF
SF
....
......
....
....
PUBLIC
R
O
A
D
GRADATION TABLE
TYP ANTI TRACKING APRON DETAIL
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:10 PMStaff 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
TEMPORARY
SOIL EROSION &
SEDIMENT
CONTROL NOTES
& DETAILS
WHEREVER SILT FENCE RUNS ACROSS
OR PERPENDICULAR TO SURFACE
CONTOURS, 10-FOOT LONG WINGS OF
SILT FENCE PLACED PERPENDICULAR TO
THE MAIN RUN OF SILT FENCE SHOULD
BE PROVIDED AT APPROXIMATE
INTERVALS OF 50-FEET.
SILT FENCE PROTECTION DETAIL
SCALE: NTS
3. BACKFILL THE
TRENCH AND
COMPACT THE
EXCAVATED SOIL.
2. ATTACH FILTER FABRIC
TO THE POSTS AND
EXTEND IT TO THE
TRENCH.
SILT FENCE1. SET POSTS AND
EXCAVATE A 6"x6"
TRENCH, SET
POST
DOWNSLOPE.
WOOD POSTS
ANGLE 10°
UPSLOPE FOR
STABILITY AND
SELF CLEANING
COMPACTED
BACKFILL
BOTTOM OF
DRAINAGE WAY
ELEVATION
POINTS "A" SHOULD BE HIGHER
THAN POINT "B"PLAN VIEW
90°
12" MIN.DEPTH
A
B A
BFLOW 1" REBAR FOR BAG
REMOVAL FROM INLET
EXPANSION RESTRAINT
1/4" NYLON ROPE
2"x2"x3/4" RUBBER BLOCK
SILT SACK
NOTE: REGULAR FLOW = 40 GAL./MIN./SF
HIGH FLOW = 200 GAL./MIN./SF
SILT SACK INLET PROTECTION DETAIL
SCALE: NTS
3'
2'4'
5'5'
STOCKPILE PROTECTION DETAIL
SCALE: NTS
EXISTING GRADE
TWO (2) 2x2 STAIES, OR EQUAL
PER BALE DRIVEN ONE FOOT (1')
INTO GROUND. DRIVE STAKES
FLUSH WITH BALES.
COMPACT SOIL AROUND
OUTER PERIMETER OF
BALES
TEMP. PROTECTION: INSTALL
TARP COVER
LONGER PROTECTION: SEED
WITH ANNUAL RYE MIXSOIL (EXCAVATED
MATERIAL OR IMPORTED)
STONE CHECK DAM DETAIL
SCALE: NTS
2 ACRES OR LESS OF DRAINAGE AREA
(DOWNSTREAM VIEW)
2"-3" CLEAN STONE
GEOTEXTILE FABRIC
2
FLOW
6"
Z=%
WATER FLOW
H
2"-3" CLEAN STONE
FLOW
RIPRAP
(DOWNSTREAM VIEW)
H
GENERAL RULE FOR SPACING:
THE ELEVATION OF THE BOTTOM OF THE
UPSTREAM BERM SHOULD BE EQUAL TO THE
ELEVATION OF THE TOP OF THE SUCCEEDING
DOWNSTREAM BERM.
2-10 ACRES OF DRAINAGE AREA
H
H
D
6"
TOP OF BANK
TOP OF BANK
A
A
B
B
ELEVATION A ELEVATION B
NOTE: SEE SITE MAP FOR LOCATION OF
CHECK DAM(S).
1
2
1
2
1
2
1
GEOTEXTILE FABRIC
(ENGINEER TO SPECIFY)(ENGINEER TO SPECIFY)
H
6"6"
FLOW LINE
CHECK DAMS IN SWALE
TOP OF BANK
8" FREEBOARD
8" FREEBOARD
TYPICAL VEE-SHAPED DIVERSION
DESIGN FLOWDEPTH
TYPICAL TRAPEZOIDAL DIVERSION
DESIGN FLOWDEPTH
DESIGN FLOW
8" FREEBOARD
DEPTH
TYPICAL PARABOLIC DIVERSION
SEE D
E
SI
G
N
S
L
O
P
E(
S)
OVERLAND
FLOW
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTES:
1. REMOVE ANY EXISTING VEGETATION AND SCARIFY OR
BENCH ADJACENT SOILS PRIOR TO PLACING BERM.
2. BERM MATERIALS MUST BE ADEQUATELY COMPACTED
AND STABILIZED.
3. REFER TO E&S PHASE I & II FOR TEMPORARY AND/OR
FINAL STABILIZATION MEASURES.
4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL.
DIVERSION BERM DETAIL
SCALE: NTS
SEDIMENT & EROSION CONTROL NARRATIVE
THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THE
EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, AND
ANY ADJACENT WETLAND AREA AND WATER COURSE FROM SEDIMENT LADEN SURFACE
RUNOFF AND EROSION.
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILS
ARE TO BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZE
EROSION AND CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDER
DEVELOPMENT. THE MINIMUM STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE
OUTLINED IN THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATION
CONTROL, PUBLICATION DATE SEPTEMBER 30, 2023, EFFECTIVE DATE MARCH 30, 2024,
AS AMENDED TO DATE. THOSE METHODS DEEMED MOST EFFECTIVE FOR THIS
PROJECT ARE DESCRIBED HEREIN.
THE DIRECTIVES WITHIN THESE NOTES ARE GENERALIZED IN NATURE
AND SOME MEASURES MAY NOT BE APPLICABLE TO THE SPECIFIC
REQUIREMENTS OF THIS PROJECT. SEE THE OVERALL SOIL EROSION
AND SEDIMENTATION CONTROL PLAN FOR THE SPECIFIC MEASURES
REQUIRED.
CONSTRUCTION SCHEDULE
THE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS SPRING/SUMMER 2025 WITH
COMPLETION ANTICIPATED BY DECEMBER 2026. APPROPRIATE EROSION CONTROL
MEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIOR
TO THE COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION ACTIVITY.
SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT BARE SOIL WILL BE EXPOSED.
CONSTRUCTION SEQUENCE
1.INSTALLATION OF SEDIMENT AND EROSION CONTROLS AND SEDIMENT BASIN.
(PHASING WILL DICTATE SPECIFIC MEASURES AS REQUIRED)
2.CLEARING AND GRUBBING OPERATIONS
3.INSTALLATION OF DIVERSION BERMS AND SEDIMENT BASIN
4.STRIPPING AND STOCKPILING OF TOPSOIL
5.REMOVAL OF SEDIMENT BASIN AND INSTALLATION OF LEVEL SPREADER
6.FINAL FILL OPERATIONS IF SUBSOIL IMPORT IS REQUIRED
7.FOUNDATION / BUILDING CONSTRUCTION
8.INSTALLATION OF SITE UTILITIES
9.INSTALLATION OF PAVEMENTS AND CURBING
10.INSTALLATION OF LANDSCAPE AND LIGHTING
11.SITE STABILIZATION
12.REMOVAL OF SEDIMENT AND EROSION CONTROLS AFTER APPROVAL BY THE
ZONING ENFORCEMENT OFFICER.
CONTINGENCY EROSION PLAN
THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES AND
WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONDITION.
THE AGENTS OF THE MUNICIPALITY , INLAND WETLANDS COMMISSION AND/OR PROJECT
ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR
ADDITIONAL MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT
WOULD NORMALLY BE ANTICIPATED.
OPERATION REQUIREMENTS
CLEARING AND GRUBBING OPERATIONS:
1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THE
CONSTRUCTION OF TEMPORARY SEDIMENTATION TRAPS WILL BE INSTALLED PRIOR
TO THE START OF CLEARING AND GRUBBING OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROL
MEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH GRADING, FILLING OR
OTHER CONSTRUCTION OPERATIONS UNTIL THE ENGINEER AND ZONING
ENFORCEMENT OFFICER HAS INSPECTED AND APPROVED ALL INSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING AND GRUBBING
OPERATIONS SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS OR
SEDIMENTATION AND EROSION CONTROL DEVICES.
4.FOLLOWING THE COMPLETION OF CLEARING AND GRUBBING OPERATIONS, ALL
AREAS SHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR PROCESSED
AGGREGATE STONE AS SOON AS PRACTICAL.
ROUGH GRADING OPERATIONS:
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THE
GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILED
FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSED
BY A SILTATION FENCE.
FILLING OPERATIONS:
1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE
PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY
THE ENGINEER AND AS SHOWN ON THIS PLAN.
2. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY DIVERSION
DITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO DIVERT SURFACE
RUNOFF TO THE SEDIMENT BASINS.
FINAL GRADING AND PAVING OPERATIONS:
1. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK
FACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH AND
VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAY
SHOULDER AND BANKS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF
FINAL GRADING UNTIL TURF IS ESTABLISHED.
2. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS TO
BE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND UNDERGROUND
UTILITIES AND STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED.
3. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEED, MULCH AND
LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY AFTER
ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND
THE SITE HAS BEEN INSPECTED AND APPROVED BY THE ZONING ENFORCEMENT
OFFICER.
INSTALLATION OF SEDIMENTATION AND
EROSION CONTROL MEASURES
I.SILTATION FENCE:
A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINE
LOCATION.
B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), AND
HAMMER THE POST AT LEAST 1.5 FEET INTO THE GROUND.
C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENT
UNDERMINING BY STORM WATER RUN-OFF.
D. BACKFILL THE TRENCH AND COMPACT.
II ANTI-TRACKING APRON (CONSTRUCTION ENTRANCE)
A.CLEAR THE ENTRANCE OF ALL VEGETATION, ROOTS AND OTHER
OBJECTIONABLE MATERIAL.
B.INSTALL SUBSURFACE DRAINAGE AT POORLY DRAINED AREAS.
C.INSTALL GEOTEXTILE IN A DIRECTION PARALLEL TO THE ENTRANCE.
D.PLACE STONE IN THE SPECIFIED DIMENSIONS AND THICKNESS AS DETAILED.
E.IF ENTRANCE EXCEEDS 2% GRADIENT, CONSTRUCT A WATER BAR WITHIN THE
CONSTRUCTION ENTRANCE AT A MINIMUM INTERVAL OF 15 FEET.
III HAY BALE BARRIER
A.EXCAVATE TRENCH AS WIDE AS THE BALES AND AT LEAST 4 INCHES DEEP.
B.WING EACH END OF TRENCH UPSLOPE SO THE BOTTOM OF LAST BALE IS
HIGHER THAN THE LOWEST BALE IN THE BARRIER.
C.PLACE BALES IN A SINGLE ROW LENGTHWISE WITH ENDS BUTTED TIGHTLY.
D.ANCHOR BALES WITH AT LEAST TWO STAKES DRIVEN 18 INCHES MINIMUM INTO
THE GROUND.
E.BACKFILL BALES WITH EXCAVATED MATERIAL TO A MINIMUM DEPTH OF 4
INCHES ON THE UPHILL SIDE OF THE BALE.
IV SILT SACK
A.REMOVE GRATE FROM DRAINAGE STRUCTURE.
B.INSTALL SILT SACK PER MANUFACTURERS RECOMMENDATIONS.
C.INSPECT PERIODICALLY AND REMOVE ACCUMULATED MATERIALS AS NEEDED.
V DIVERSION BERMS
A.REMOVE ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER
OBJECTIONABLE MATERIAL
B.EXCAVATE OR SHAPE TO THE LINE, GRADE, AND CROSS SECTION AS DETAILED
ON THE PLAN.
C.FILL VOIDS TO PREVENT UNEQUAL SETTLEMENT.
D.STABILIZE AS DETAILED.
VI SEDIMENT TRAPS
A.CLEAR, GRUB, AND STRIP ANY VEGETATION AND ROOT MAT FROM ANY
PROPOSED EMBANKMENT AND OUTLET AREA.
B.REMOVE STONES AND ROCKS WITH A DIAMETER GREATER THAN 3 INCHES.
C.EXCAVATE WET STORAGE AND CONSTRUCT EMBANKMENT AND/OR OUTLET AS
REQUIRED TO ATTAIN THE SPECIFIED STORAGE REQUIREMENTS.
D.USE ONLY FILL MATERIALS FREE FROM EXCESSIVE ORGANICS, DEBRIS, LARGE
ROCKS OVER 6 INCHES, OR OTHER UNSUITABLE MATERIALS.
E.COMPACT 9 INCH LAYERS WITH CONSTRUCTION EQUIPMENT.
F.STABILIZE EMBANKMENTS AS SPECIFIED.
VIICONSTRUCTION DITCH
A.CONSTRUCT DITCH TO HAVE AN UNINTERRUPTED POSITIVE GRADE TO AN
OUTLET.
B.DIVERTED RUNOFF FROM A DISTURBED AREA SHALL TERMINATE AT A
SEDIMENT TRAPPING DEVICE.
C.REMOVE ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS OR OTHER
OBJECTIONABLE MATERIAL WHICH IS IN CONFLICT WITH THE SWALE.
D.EXCAVATE, SHAPE TO LINE, GRADE, AND CROSS-SECTION AS REQUIRED TO BE
FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE
NORMAL FLOW.
E.COMPACT FILLS BY EARTH MOVING EQUIPMENT.
F.STABILIZE FLOW CHANNEL PER DETAIL.
G.INSPECT PERIODICALLY AND MAINTAIN AS REQUIRED.
VIII CHECK DAM
A.PLACE STONE ON FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND
LOCATIONS SHOWN ON THE PLANS.
B.SET SPACING OF CHECK DAMS TO ASSUME THAT ELEVATIONS OF THE CREST
OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE
UPSTREAM DAM.
C.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO
PREVENT CUTTING AROUND THE DAM.
D.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM
SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE.
E.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES
BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM
DISPLACED STONE.
IX EARTH DIKE
A.COMPACT WITH EARTH-MOVING EQUIPMENT.
B.CREATE WITH POSITIVE DRAINAGE TO AN OUTLET
C.CONSTRUCT WITH WIDER TOP AND FLATTER SIDE SLOPES TO FACILITATE
CROSSING WITH CONSTRUCTION EQUIPMENT.
OPERATION AND MAINTENANCE OF
SEDIMENTATION AND EROSION CONTROL
MEASURES
I. SILTATION FENCE:
A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTER
EACH RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BE
REPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THEY
EXCEED A HEIGHT OF ONE FOOT.
II. SEDIMENT TRAPS:
A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALL
SEDIMENT AND EROSION CONTROL DEVICES AND HAVE THEM READILY AVAILABLE
ON-SITE AT ALL TIMES FOR INSPECTION BY CT DEEP, LOCAL AUTHORITIES OR
ENGINEER.
B. ALL SEDIMENT BASINS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR
OF SLOPES SHALL BE PROMPTLY MADE AS NEEDED. EROSION CONTROL
BLANKETS MAY BE USED FOLLOWING REPAIR OF SLOPE AS DIRECTED BY THE
ENGINEER.
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT BASINS AND/OR
SEDIMENT TRAPS WHEN THEY EXCEED A HEIGHT OF ONE FOOT UNLESS
OTHERWISE INDICATED ON THE EROSION CONTROL PLANS AND DETAILS TO BE AT
A SPECIFIC ELEVATION PER CLEAN OUT MARKERS.
D. SEDIMENT SHALL BE DISPOSED OF ON-SITE OR AS DIRECTED BY THE ENGINEER
AND LOCAL GOVERNING OFFICIALS. SEE SEDIMENT AND EROSION CONTROL
NOTES HEREIN REGARDING DISPOSAL REQUIREMENTS FOR OFF SITE SPOIL
DISPOSAL.
III.CHECK DAMS:
A. ALL STONE CHECK DAMS SHALL BE INSPECTED FOLLOWING EACH RAINFALL.
REPAIR OF STONE CHECK DAMS SHALL BE PROMPTLY MADE AND ACCUMULATED
SEDIMENT REMOVED WHEN IT REACHES ONE HALF OF THE HEIGHT OF THE CHECK
DAM.
IV. TEMPORARY/PERMANENT DRAINAGE SWALES:
A. SWALES SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF ANY
WASHED OUT OR ERODED SLOPES SHALL BE MADE PROMPTLY AND THE AREA
SHALL BE RE-SEEDED AS NECESSARY.
B. EROSION CONTROL BLANKETS MAY BE USED TO REPAIR ERODED SWALES AS
DIRECTED BY THE ENGINEER OR MUNICIPALITY AGENT.
V. SILT SACKS
A. MONITOR, MAINTAIN, REMOVE, OR REPLACE SILT SACK AS REQUIRED TO
ASSURE FREE DRAINAGE INTO EXISTING DRYWELL.
VI. ANTI-TRACKING APRONS
A.MAINTAIN FUNCTIONALITY OF ANTI-TRACKING APRON THROUGHOUT THE
CONSTRUCTION PERIOD.
B. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENTS IMMEDIATELY IF THIS
MEASURE SHOWS SIGNS NON-FUNCTIONALITY.
EROSION AND SEDIMENT CONTROL PLAN
1. SILTATION FENCE WILL BE INSTALLED AT ALL CULVERT OUTLETS IF CULVERT
OUTLETS ARE APPLICABLE TO THIS PROJECT AND ALONG THE TOE OF ALL CRITICAL
CUT AND FILL SLOPES.
2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS; ENERGY
DISSIPATERS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND AS NECESSARY.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IN
ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUT
GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION.
4. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TO
CONSTRUCTION WHENEVER POSSIBLE
5. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITION
THROUGHOUT THE CONSTRUCTION PERIOD.
6. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION
PERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY THE CIVIL ENGINEER OR
BY LOCAL GOVERNING OFFICIALS.
7. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED IN A
MANNER WHICH IS CONSISTENT WITH THE INTENT AND REQUIREMENTS OF THE
EROSION CONTROL PLANS, NOTES, AND DETAILS.
SEDIMENT AND EROSION CONTROL NOTES
1.THE OWNER IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSION
CONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPER INSTALLATION AND
MAINTENANCE OF EROSION CONTROL MEASURES, INFORMING ALL PARTIES
ENGAGED WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS AND
OBJECTIVES OF THIS PLAN, INFORMING THE GOVERNING AUTHORITY OR INLAND
WETLANDS AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FOR
CONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF THE TITLE TO
THE LAND IS TRANSFERRED.
2.AN EROSION CONTROL BOND MAY BE REQUIRED TO BE POSTED WITH THE
MUNICIPALITY TO ENSURE IMPLEMENTATION OF THE EROSION CONTROL
MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POSTING OF THIS
BOND AND FOR INQUIRIES TO THE MUNICIPALITY FOR INFORMATION ON THE
METHOD, TYPE AND AMOUNT OF THE BOND POSTING UNLESS OTHERWISE
DIRECTED BY THE OWNER.
3.VISUAL SITE INSPECTIONS SHALL BE CONDUCTED WEEKLY, AND AFTER EACH
MEASURABLE PRECIPITATION EVENT OF 0.10 INCHES OR GREATER BY QUALIFIED
PERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TO
ASCERTAIN THAT THE EROSION AND SEDIMENT CONTROL (E&S) BMPS ARE
OPERATIONAL AND EFFECTIVE IN PREVENTING POLLUTION. A WRITTEN REPORT OF
EACH INSPECTION SHALL BE KEPT, AND INCLUDE:
A)A SUMMARY OF THE SITE CONDITIONS, E&S BMPS, AND COMPLIANCE; AND
B)THE DATE, TIME, AND THE NAME OF THE PERSON CONDUCTING THE INSPECTION
4.THE CONTRACTOR SHALL CONSTRUCT ALL SEDIMENT AND EROSION CONTROLS IN
ACCORDANCE WITH THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND
SEDIMENT CONTROL, PREPARED BY CTDEEP, LATEST EDITION IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE MUNICIPALITY. THE
CONTRACTOR SHALL KEEP A COPY OF THE GUIDELINES ON-SITE FOR REFERENCE
DURING CONSTRUCTION.
5.ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURES
MAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BY
THE CONTRACTOR, OWNER, CIVIL ENGINEER, THE MUNICIPALITY, EASTERN
CONNECTICUT SOILS CONSERVATION DISTRICT, INLAND WETLANDS COMMISSION,
OR GOVERNING AGENCIES. THE CONTRACTOR SHALL CONTACT THE OWNER AND
APPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLS
OTHER THAN THOSE SHOWN ON THE PLANS ARE PROPOSED.
6.THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLS
BEFORE AND AFTER EACH STORM (0.10 INCHES OR GREATER RAINFALL), OR AT
LEAST WEEKLY, TO VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY AND
MAKE REPAIRS WHERE NECESSARY.
7.THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAY
BALES, SILT FENCE, JUTE MESH,RIP RAP ETC.) ON-SITE FOR MAINTENANCE AND
EMERGENCY REPAIRS.
8.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING OR
CONSTRUCTION. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OF
DISTURBANCE (LOD), WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE,
HAY BALES, RIBBONS, OR OTHER MEANS PRIOR TO CLEARING. CONSTRUCTION
ACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SILT FENCE UNLESS WORK IS
SPECIFICALLY CALLED FOR ON THE DOWNHILL SIDE OF THE FENCE.
9.TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
ALL EARTH STOCKPILES SHALL HAVE HAY BALES OR SILT FENCE AROUND THE LIMIT
OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACE
FOR MORE THAN 7 DAYS.
10.SEDIMENTATION TRAPS SHALL PROVIDE 134 CUBIC YARDS OF SEDIMENT STORAGE
PER DISTURBED ACRE CONTRIBUTING TO THE TRAP. PROVIDE TRAP VOLUMES FOR
ALL DISTURBANCE ON SITE IF SPECIFIED.
11.MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITH
TEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZED
PERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT AND
FILL SLOPES AND SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IF
NECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETS
OR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARY
CONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFIER.
12.EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE STOCKPILED ON
UPHILL SIDE OF SILT FENCE.
13.INSTALL SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTION,
PARTICULARLY, BURY LOWER EDGE OF FABRIC INTO GROUND PRIOR TO ANY WORK
IN UPLAND AREAS. SILT FENCE SHALL BE MIRAFI ENVIROFENCE, AMOCO SILT STOP
OR EQUIVALENT APPROVED BY THE CIVIL ENGINEER. FILTER FABRIC USED SHALL
BE MIRAFI 100X OR EQUIVALENT. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
14.WHERE INDICATED ON EROSION CONTROL PLANS USE NEW HAY BALES AND
REPLACE THEM WHENEVER THEIR CONDITION DETERIORATES BEYOND
REASONABLE USABILITY. STAKE HAY BALES SECURELY INTO GROUND AND BUTT
TIGHTLY TOGETHER TO PREVENT UNDERCUTTING AND BYPASSING.
15.INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, SEDIMENT TRAPS, AND
DEWATERING PITS AS SHOWN AND AS NECESSARY DURING VARIOUS PHASES OF
CONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED.
LOCATION OF TEMPORARY SEDIMENT TRAPS WILL REQUIRE REVIEW AND
APPROVAL BY THE CIVIL ENGINEER AND GOVERNING OFFICIAL.
16.BLOCK THE OPEN UPSTREAM ENDS OF DETENTION BASIN/SEDIMENTATION BASIN
OUTLET CONTROL ORIFICE UNTIL SITE IS STABILIZED. CONVERT TEMPORARY
SEDIMENT BASINS TO PERMANENT DETENTION BASINS ONCE SITE HAS BEEN
STABILIZED. CLEAN OUTLET CONTROL STRUCTURES AS NECESSARY AND REMOVE
ACCUMULATED SEDIMENT FROM BOTTOM OF BASIN. BLOCK END OF STORM
SEWERS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OF
EACH WORKING DAY WHEN RAIN IS EXPECTED.
17.SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (OR
LESS FREQUENTLY IF TRACKING IS NOT A PROBLEM) DURING CONSTRUCTION.
OTHER DUST CONTROL MEASURES TO BE USED AS NECESSARY INCLUDE
WATERING DOWN DISTURBED AREAS, USING CALCIUM CHLORIDE, AND COVERING
LOADS ON DUMP TRUCKS.
18.PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE SEDIMENT TRAPS
DURING CONSTRUCTION AND CLEAN ACCUMULATED SILT WHEN NECESSARY OR
WHEN ONE FOOT OF SEDIMENT HAS ACCUMULATED OR PER SPECIFIC CLEANOUT
MARKER ELEVATION. REMOVE ACCUMULATED SEDIMENT FROM BEHIND SILT FENCE
WHEN LEVEL REACHES HALF THE HEIGHT OF THE HAY BALE OR ONE FOOT AT SILT
FENCE. DISPOSE OF SEDIMENT LEGALLY EITHER ON OR OFF SITE.
19.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE
POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE
OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES (BMP)
TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT
POLLUTION.
20. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF UTILITY AND
STORM PIPE TRENCHES SO AS TO ALLOW THE TRENCH TO INTERCEPT ALL SILT
LADEN RUNOFF.
21. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT
HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER
PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST
ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS
SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.
22.MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPON
COMPLETION OF WORK SWEEP PARKING LOT AND REMOVE ALL TEMPORARY
SEDIMENT CONTROLS WHEN AUTHORIZED BY LOCAL GOVERNING AUTHORITY. FILE
NOT (NOTICE OF TERMINATION) WITH GOVERNING AUTHORITY RESPONSIBLE FOR
REGULATING STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES PER
NPDES.
EROSION CONTROL BLANKET DETAIL
SCALE: NTS
12" MIN OVERLAP
GRADED
SLOPE
GREATER
THAN 3:1
LANDSCAPE
STAPLES AT
12" O.C.
6"x6" TRENCH
COMPACTED
BACKFILL
LANDSCAPE
STAPLES AT
12" O.C.
LANDSCAPE
STAPLES AT
12" O.C.
EROSION CONTROL
BLANKET
PERPENDICULAR TO
SLOPE
EROSION
CONTROL
BLANKET
C-5.1
LANDSCAPE &
LIGHTING PLAN
1"=20'
GENERAL NOTES
1. ALL PLANTING MIXES SHALL BE PREPARED PRIOR TO DELIVERY TO SITE
2. PLANTING MIX FOR TREES AND SHRUBS SHALL BE AS FOLLOWS
3 PARTS SCREED TOPSOIL
1 PART CLEAN WASHED COARSE SAND
1 PART PEAT HUMUS
5 LBS. COMPOST PER CUBIC YARD OF MIX
3. MYCORRHIZAL INNCOULANT TO BE MYCOR TREE SAVER TRANSPLANT BY PLANT HEALTH CARE, INC.
(1-800-421-9051) OR APPROVED EQUAL.
4. TERRASORB AVAILABLE FROM PLANT HEALTH CARE, INC. OR APPROVED EQUAL
5. SUBMIT CERTIFICATION OF PLANTING MIX FOR TREES AND SHRUBS FROM SOIL DISTRIBUTOR.
6. TOPSOIL MIX SHALL INCLUDE:
3 PARTS SCREENED TOPSOIL
1 PART SAND
1 PART HUMUS
5 LBS. COMPOST PER CU. YD. OF MIX
7. TOPSOIL:
A. PROVIDE A NATURAL, FERTILE, FRIABLE, NATURAL LOAM SURFACE SOIL CAPABLE OF SUSTAINING
VIGOROUS PLANT GROWTH. OF UNIFORM COMPOSITION THROUGHOUT AND WITHOUT ADMIXTURES OF
SUBSOIL, AND FREE OF STONES, LUMPS, PLANTS, ROOTS, STICKS OR OTHER EXTRANEOUS MATTER.
B. TOPSOIL SHALL CONTAIN NOT LESS THAN 4% NOR MORE THAN 20% ORGANIC MATTER AS DETERMINED BY
THE WET COMBUSTION METHOD.
C. MECHANICAL ANALYSIS
SCREEN SIZE % BY WEIGHT PASSING
1"100
V4"97 - 100
NO. 200 20 - 65
D. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TESTING AND ANALYSIS OF EXISTING AND IMPORTED
SOILS. FURNISH A SOIL ANALYSIS MADE BY A QUALIFIED INDEPENDENT SOIL - TESTING AGENCY STATING
PERCENTAGES OF ORGANIC MATTER, INORGANIC MATTER (SILT, CLAY, AND SAND), DELETERIOUS MATERIAL,
PH, AND MINERAL AND PLANT - NUTRIENT CONTENT OF TOPSOIL.
E. REPORT SUITABILITY OF TOPSOIL FOR LAWN AND SHRUB PLANTING GROWTH. RECOMMEND QUANTITIES
OF NITROGEN, PHOSPHORUS. AND POTASH NUTRIENT AND ANY LIMESTONE, ALUMINUM SULFATE, OR OTHER
SOIL AMENDMENTS TO BE ADDED TO PRODUCE A SATISFACTORY TOPSOIL.
PLANTING SOIL NOTES
1. BE AWARE OF ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR PLANTING OPERATIONS.
USE CARE TO PROTECT EXISTING UTILITIES FROM DAMAGE, CONTACT "CALL BEFORE YOU DIG"
PRIOR TO EXCAVATION.
2.ALL PLANTINGS ARE TO BE INSTALLED BY A QUALIFIED LANDSCAPE CONTRACTOR.
3.THE CONTRACTOR SHALL BE REQUIRED TO CARRY WORKMEN'S COMPENSATION INSURANCE AND
COMPREHENSIVE GENERAL LIABILITY INSURANCE. CERTIFICATES WILL BE REQUIRED PRIOR TO
SIGNING CONTRACTS.
4.CONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. CONTRACTOR SHALL MAINTAIN A SAFE
JOBSITE AT ALL TIMES.
5.CONTRACTOR SHALL BE FAMILIAR WITH THE SITE VERIFY ALL DIMENSIONS, GRADES AND EXISTING
CONDITIONS. REPORT ANY DISCREPANCIES TO LANDSCAPE DESIGNER.
6.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED FOR
COMPLETING WORK.
7.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL EXCAVATED SOIL, BRUSH AND DEBRIS
OFF-SITE IN A SAFE AND LEGAL MANNER.
8.NOTIFY OWNER OR LANDSCAPE DESIGNER 72 HOURS MINIMUM IN ADVANCE OF STARTING PLANTING
OPERATIONS. RECEIVE APPROVAL FOR LAYOUT OF ALL BED LINES AND MATERIAL LOCATIONS PRIOR
TO INSTALLATION.
9.PROTECT EXISTING VEGETATION TO REMAIN FROM DAMAGE DURING CONSTRUCTION. IT IS THE
INTENT OF THIS CONTRACT TO AVOID ANY DISTURBANCE TO EXISTING VEGETATION ON THE SITE
OTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL. ADJUSTMENTS SHALL BE MADE IN
THE FIELD AT THE DIRECTION OF THE LANDSCAPE DESIGNER.
10.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PLANTING, SEEDING AND TREE WORK WITH
OTHER TRADES. RESPECT OTHER TRADES WORK AT ALL TIMES.
11.CONTRACTOR IS TO EXERCISE EXTREME CARE DURING THE COURSE OF DEMOLITION AND
REMOVALS ANY DAMAGE TO EXISTING FACILITIES, UTILITIES OR TREES TO REMAIN SHALL BE THE
SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE IN KIND.
12.CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL AREAS DAMAGED TO PRE-EXISTING
CONDITIONS AS A RESULT OF PLANTING OPERATIONS TO OWNERS AND/OR LANDSCAPE DESIGNERS
APPROVAL.
13.VEGETATION TO BE REMOVED, NOT INDICATED ON PLAN, SHALL BE TAGGED IN FIELD BY LANDSCAPE
DESIGNER.
14.THE LANDSCAPE DESIGNER RESERVES THE RIGHT TO REJECT INFERIOR PLANT MATERIALS AND
SUBSTITUTIONS. THE LANDSCAPE DESIGNER IS WILLING TO MAKE TWO TRIPS TO SUPPLIERS TO TAG,
REVIEW AND APPROVE MATERIALS. PREVIOUSLY UNAPPROVED MATERIALS MAY BE REJECTED AT
THE SITE. MINIMALLY, ALL MATERIALS WILL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY
STOCK" (ANSI Z60.1 - 2004) OF THE AMERICAN ASSOCIATION OF NURSERYMEN.
15.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN GOOD, HEALTHY AND
FLOURISHING CONDITION FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. THE
CONTRACTOR SHALL REPLACE, AS SOON AS WEATHER AND SEASONAL CONDITIONS PERMIT, ALL
DEAD PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION, AS DETERMINED BY THE
LANDSCAPE DESIGNER DURING, AND AT THE END OF THE GUARANTEE PERIOD. WARRANTY
REPLACEMENT WILL BE PROVIDED AT NO COST TO THE OWNER AND INCLUDE MATERIALS AND
LABOR. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE INCURRED DURING
REPLACEMENT OF WARRANTY MATERIALS.
16.WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES SHOWN ON THE PLANT LIST & THE
PLAN, USE THE QUANTITIES FROM THE PLAN.
17.PERENNIALS, GROUNDCOVERS & GRASSES TO BE FIELD LOCATED BY LANDSCAPE DESIGNER.
COORDINATE TO NOTIFY LANDSCAPE DESIGNER AT LEAST 72 HOURS IN ADVANCE OF EXPECTED
INSTALLATION DATE. ON THAT DATE ALL BEDS SHALL BE PREPARED & ALL PLANT MATERIAL SHALL
BE ON SITE.
18.PROVIDE A MINIMUM 6" TOPSOIL FOR ALL DISTURBED AREAS. SUBMIT SAMPLE OF TOPSOIL AND SOIL
TEST RESULTS FOR LANDSCAPE DESIGNER APPROVAL PRIOR TO DELIVERING TO SITE.
19.MULCH ALL BEDS SHOWN AS CONTINUOUS WITH A 3" MINIMUM OF DOUBLE SHREDDED CEDAR BARK
MULCH. SAMPLE TO BE SUBMITTED TO LANDSCAPE DESIGNER FOR APPROVAL.
20.ALL PLANT MATERIALS TO BE SOURCED FROM LOCALLY GROWN GROWERS.
21.TRANSPLANTED MATERIALS TO BE WATERED, HEELED IN AND TENDED BY CONTRACTOR UNTIL FINAL
PLACEMENT.
PLANTING NOTES
PROPOSED PLANT SCHEDULE
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:14 PMStaff 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
1.THESE PLANS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT FOR CONSTRUCTION.
2.THE OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY ZONING PERMITS REQUIRED BY THE LOCAL
MUNICIPALITY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL POST ALL BONDS, PAY ALL FEES, PROVIDE
PROOF OF INSURANCE AND PROVIDE TRAFFIC CONTROL NECESSARY FOR THIS WORK.
3.THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS IN THE FIELD AND CONTACT THE CIVIL ENGINEER IF
THERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELD
CONDITIONS.
4.THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND CONSTRUCTION
DETAILS OF BUILDING.
5.SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED, EXISTING PIPING OR OTHER UTILITY BE UNCOVERED
DURING EXCAVATION, CONSULT THE CIVIL ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING
FURTHER WITH WORK.
6.SEE SHEET C-4.1 FOR SOIL EROSION AND SEDIMENT CONTROL MEASURES
MAP REFERENCES:
A."ZONING IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY", DATED 7 JANUARY 2022, SCALE
1"=20', BY FULLER ENGINEERING AND LAND SURVEYING, LLC.
LIGHTING NOTES
1.ALL LIGHT FIXTURES TO BE MOUNTED AND INSTALLED PER MANUFACTURER
SPECIFICATIONS.
2.ALL WORK AND RELATED MATERIALS SHALL COMPLY WITH CITY, COUNTY, AND OTHER
APPLICABLE GOVERNING AUTHORITY REQUIREMENTS.
3.SEE SHEET C-2.1 FOR THE PROPOSED LAYOUT.
CALLOUT FIXTURE DESCRIPTION NOTES
FIXTURE SCHEDULE
MODEL LUMENSSYMBOLQTY
P1 HUBBELL LIGHTING ASL LED SERIES, MODEL ASL-16L-4K-219-4-EHS, POWDER COATED ALUMINUM
DARK BRONZE.
123W 4K LED, TYPE 2 DISTRIBUTION, 16'
MOUNTING HEIGHT 11,2537PARKING LOT POLE LIGHT FIXTURE
W19 PATIO WALL LIGHT FIXTURE
W213 FRONT PORCH WALL LIGHT FIXTURE
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
8.9W 4K LED, 120V
8.9W 4K LED, 120V
513
513
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
W
W
W
W
W W W W W W
WWW
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
(1) CF (1) CF
(1) CF (1) CF
(1) CF
(1) AS
(1) AS
(1) AS
(1) AS
(25) TO
PROPOSED
TREELINE
PROPOSED
TREELINE
LAWN
AREA
LAWN
AREA
LAWN
AREA
LAWN
AREA
LAWN
AREA
NEW ENGLAND
EROSION CONTROL
AND RESTORATION
MIX
EXTG. WOODED
AREA TO REMAIN
EXTG. WOODED
AREA TO REMAIN
(1) CF
(1) CF
(1) CF (1) CF
(1) CF
(1) AS
EXTG. WOODED
AREA TO REMAIN
EXTG. WOODED
AREA TO REMAIN
EXTG. WOODED
AREA TO REMAIN
OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWNORWICH NEW LONDON TNPK( ROUTE 32)OHWOHWOHWOHWOHWOHWOHWOHWOHW
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHWPOWERHOUSE ROAD
1
2 3
5
6
7
8910
4
11
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. =
106.1
Gar. Fl. El. =
106.6
Gar. Fl. El. =
105.5
Gar. Fl. El. =
105.1
Gar. Fl. El. =
103.5
Gar. Fl. El. =
102.6
P1
W1
P1
P1
P1
P1
P1
W1 W1
W1 W1 W1 W1
W1
W1
W2
W2 W2 W2
W2 W2 W2
W2
W2
W2
W2
W2
W2
W2
P1
6' HT STOCKADE FENCE
AT PROPERTY LINE
6' HT STOCKADE FENCE
AT PROPERTY LINE
P1
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:15 PMStaff 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
EXTRUDED BITUMINOUS CONCRETE LIP CURBING DETAIL
SCALE: NTS DETAIL PER TOWN OF MONROE DPW STANDARD DRAWINGS
48°
21°
R=2"BITUMUNOUS
CONCRETE PAVEMENT
TACK COAT
ASPHALT PAVING
STANDARD DUTY
ASPHALT PAVING
HEAVY DUTY
PAVING DETAILS
SCALE: NTS
CLASS 1, 1.5" BIT. CONC.
WEARING COURSE
CLASS 4, 2.5" BIT. CONC.
BINDER COURSE
4" GRANULAR BASE
COURSE
9" GRANULAR
SUBBASE COURSE
COMPACTED
SUBGRADE
GRANULAR SUBBASE
COURSE
COMPACTED
SUBGRADE
CLASS 1, 1.5" BIT. CONC.
WEARING COURSE
CLASS 4, 1.5" BIT. CONC.
BINDER COURSE
4" GRANULAR BASE
COURSE
6" GRANULAR
SUBBASE COURSE
COMPACTED
SUBGRADE
6" PCC SURFACE
COURSE, 4,000 PSI
6" GRANULAR BASE
COURSE
WELDED WIRE FABRIC
6 x 6 - W2.0 x W2.0 (2" CLEAR)
HEAVY DUTY CONCRETE PAVING
L
TIMBER GUIDE RAIL
SCALE: NTS
NOTES
1.ALL TIMBER TO BE PRESSURE TREATED CCA=0.40 PCF SOUTHERN YELLOW PINE
BOLT HEAD OR NUT
SHALL NOT PROTRUDE
FROM SURFACE OF RAIL
OR POST
10"2"
ANTI-CHECK SPLINE
(TYP.)
10" x 10" POST (TYP.)
4"
8"
1"-0"
4'-0"
GRADE
5" x 8"
CROSS
MEMBER
4 GALVANIZED CARRIAGE BOLTS.
COUNTER BORE REAR TO RECEIVE
NUT AND WASHER (TYP.)
8'-0" C TO C (TYP.)8'-0" END CONDITION (TYP.)L
10"
3"
2"
1" CHAMFER (TYP.)
TYPICAL ACCESSIBLE PARKING SPACE DETAIL
SCALE: NTS
NOTES
1.SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS
2.PROVIDE 2 COATS OF PAINT ON ALL SURFACES.
8' - 0"10'-0"5' - 0"18' - 0"10' - 0"4" YELLOW PAINT LINES
AT 2' O.C. PAINTED AT
45° ANGLE
TAPERED CURB TO
FULL 6" REVEAL
PAINTED WHITE SYMBOL
ON BLUE BACKGROUND IN
ACCORDANCE WITH
FEDERAL STANDARDS
ACCESSIBLE SIGN WITH
BOLLARD BASE (TYP.)
FLUSH CONDITIONS
8' - 0"
VAN SPACE
DN DN
DUMPSTER PAD ENCLOSURE - BOARD ON BOARD FENCE
SCALE: NTS
Mid-Railis standardon 4 1/2' and over
1" (Typ.) CLEARANCE (UNDER FENCE)
8'
91" (INSIDE MEASURE)
3/4 x 4 FACIA BOARD
1-3/16" x 1-5/8" END CLEAT
1 x 3 HORIZONTAL RAIL
3-1/4"
RAIL
EXTRA LONG POST NEEDED
FOR STEPPING
SECTION-FRAME SIDE DOUBLE GATE
FRAME SIDE
CAP
END VIEW
TOP VIEW
3/4 x 4
FACIAPOST6 x 6
1 x 3 HORIZ. RAIL
16d BOX NAIL GALV.
8' WIDE
1-3/16" x 1-5/8" END CLEAT
1-1/2" BEVELED EDGE
(TYP.)
POST
6'DARK BROWN WOOD STAIN
12"Ø CONC. FOUNDATION
12"Ø 12"Ø CONC. FOUNDATION TYP.
AT ALL CORNERS AND GATES
PROPOSED LIGHT POLE - P1
SCALE: NTS
.
..
..
.
...
..
.
..
..
.
.....
.
..
.FINISH GRADE
GROUNDING ROD
RIGID METAL
CONDUIT
CONCRETE FOUNDATION
WITH RUBBED SAND
FINISH
CURB
ANCHOR BOLTS
(SIZES PER
MFG)
PROVIDE GROUNDING
TYPE INSTALLATION
5" STEEL SQAURE POLE
HUBBELL LIGHTING MODEL
SSS, DARK BRONZE
18" MIN
30"4'2'16' MOUNTING HEIGHT2' DIA
HUBBELL LIGHTING ASL LED SERIES,
MODEL ASL-16L-4K-219-4-EHS,
POWDER COATED ALUMINUM DARK
BRONZE.14' POLE HEIGHT8-7/8(22.5)3-3/4(9.5)
12-9/16(31.9)
All dimensions are inches (centimeters) unless otherwise indicated.
PROPOSED ACCENT LIGHT - AL1
LITHONIA ACCENT, MODEL OLCS9WH POWDER COATED ALUMINUM, WHITE
SCALE: NTS
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:15 PMStaff 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
NOTE: FILTER FABRIC
SHALL BE NON-WOVEN,
MEETING ASTM D-3776 AND
D-4491.
4'-0"
4'-6"
NOT TO SCALE
4'-6"4'-6"4'-6"
TYPICAL PARKING LOT PAVEMENT SECTION ON
6" MINIMUM COMPACTED PROCESSED
AGGREGATE BASE COURSE OR FINISHED
GRADE
FILTER FABRIC
4'-0"
8" MIN.
1" CRUSHED STONE
6"
4'x8'x4' OR 4'x4'x4' PRE-CAST CONCRETE GALLEYS BY
CONNECTICUT PRE-CAST OR APPROVED EQUAL -
GALLEYS SHALL BE H-20 RATED
8" Min
SLOPE SLOPE
2' SQ x 6" THICKCLASS B CONCRETE PAD
TAMP BACKFILL
VALVE BODY
AND DEPTH OF BURYVALVE BOX TO SUIT VALVE
WATER PIPE
ADJUST TOP SECTION
TO FINISH GRADE
VALVE BOX TO BEENTIRELY SUPPORTED
BY CONCRETE
BLOCKS OR BRICKS TO
SUIT. VALVE BOX
MUST NOT BEAR ONVALVE OR PIPE.
GATE VALVE DETAIL
SCALE: NTS
TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER
3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH
DETERMINED BY GEOGRAPHICAL ENGINEER IN
PEAT AND UNSUITABLE SOIL AREAS
7" (MIN) SAND BED
12" (MIN) SAND COVER OVER
PIPE
METAL STRIPS BURIED 12" ABOVE P.E.
PIPE EVERY 5' & AT BENDS (GAS LINES
ONLY) MARKING TAPE BURIED OVER
ELECTRIC AND TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT., TELE. AND
CATV. 3'-0" WHEN ELEC., CATV, & TEL.
ARE GROUPED IN TRENCH
BOTTOM OF
UTILITY
TRENCH
APPROVED COMPACTED
% MAX DRY BACKFILL (95
DENSITY) COMPACTION
PER ASTM D1557 IN 8"
LIFTS
4'-0" (FOR GAS & WATER)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL
IN EARTH IN PAVEMENT
SEE DETAIL FOR PAVEMENT
SECTION
6" (MIN) SAND
10"
CAST IRON COVER
CLEAN-OUT PLUG
CAST IRON CLEAN OUT
18"x18" PAD 28 DAY 3000
PSI CONCRETE
GRADE
4" PVC
4"- 45° ELBOW
END CAP IF
REQUIRED
6" X 4" TEE "Y"
UNDERGROUND
PIPING
PIPE SIZE PER PLAN
STORM / SANITARY CLEANOUT DETAIL
SCALE: N.T.S
CLEAN-OUT BOX IS
INDEPENDENT OF PIPE
FLOW DIRECTION
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORT
SYSTEM AS
REQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PER
UNIFIED SOIL CLASSIFICATION SYSTEM OR AS
APPROVED BY SITE ENGINEER, COMPACTED TO
95% MAX. DRY DENSITY IN LIFTS (8" TYPICAL)
PER ASTM D1557 (MODIFIED PROCTOR TEST)
3/4" CRUSHED STONE
INSTALL CLAY DAM WATER STOP 2'
(MIN.) THICKNESS AT 50' C-C
BOTTOM OF TRENCH
SPECIAL FOUNDATION IF ORDERED BY ENGINEER
- 3/4" CRUSHED STONE TO BE INSTALLED TO
DEPTH DETERMINED BY ENGINEER IN PEAT AND
UNSUITABLE AREAS
6" MIN.
1'-0" MIN.
IN ROCK
TRENCH WIDTH
O.D. + 2'-0" MIN.
6"
6"4' CONERISERVARIESRISERVARIESBASE4' MIN.12" INV (INLET)
293.87
6" M
I
N
.
7"
PRECAST STORM MANHOLE
SCALE: NTS
NOTES
1.5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THE
MANHOLE. PRECAST REDUCERS WILL BE PLACED ABOVE THE 5' & 6' BASES AS DIRECTED BY THE ENGINEER.
2.WALL THICKNESS TO INCREASE 1" FOR EACH 1' OF INSIDE DIAMETER INCREASE.
3.WHEN INLET SEWER INVERT TO OUTLET SEWER INVERT ELEVATION EXCEEDS 24" USE DROP CONNECTION.
12" INV (OUTLET)
293.10
BITUMASTIC COATING (TYP.)
5" MIN.7" (TYP.)
ALUMINUM STEP
PERFORMED PLASTIC GASKET OR
FLEXIBLE WATERTIGHT RUBBER GASKET
PRECAST REINFORCED
CONCRETE TONGUE AND GROOVE
RISERS AS REQUIRED
LIFTING HOLES (TYP.)
(FILL WITH MORTAR)
WELDED WIRE FABRIC
PRECAST REINFORCED
CONCRETE MANHOLE ECCENTRIC
CONE
ADJUST TO GRADE WITH MAX. OF
FOUR COURSES OF BRICK OF CONC.
GRADE RINGS (12" MAX.) 7' WIDTHS
FRAME AND COVER
2'-2"
DIA.
8"
3" MIN.
12"
(TYP)
2 1/4"
MIN.
4'-0" DIA.
2'
4" INV (INLET)
293.63
6"
SECTION
24"
SUMP
SECTION
18"6" OR 12" RISER
(OPTIONAL)
6"CRUSHED STONE OR
GRAVEL BEDDING
18" RISER SECTION
(OPTIONAL)
6" PVC OUT
3"
3"
21"
24"
24"
PLAN
18"
18"
CAST IRON FRAME AND
COVER.
6" Ø PVC IN
INV VARIES
(SEE PLAN)
INV VARIES
(SEE PLAN)
COARSE PARTICLE SEPARATOR
SCALE: N.T.S.
NOTE: CONCRETE STRUCTURE,
FRAME AND GRATE SHALL BE H20
LOADING
CAST IRON FRAME AND
COVER.
F.G.
CURBING
4'-0'' WHERE CB
IS IN A SAG
VARY CROSS SLOPE OF
GUTTER TO MATCH
CROSS SLOPE OF
GRADE (TYP.)NORMAL CROSSSLOPE OF GUTTER (TYP.)NOTE: CONCRETE COMPRESSIVE STRENGTH = 4000psi @ 28 DAYS
VARIESFINISHED GRADE MAY VARY
ADJACENT TO CATCH BASIN
AS DIRECTED 3-34"
(TYP.)14"/ FT.
DROP
MIN.
3-58''
(TYP.)INSTALL PERVIOUS BACKFILL ABOVE THIS ELEVATION FROM BOTTOM OF SUBBASETO A MAX. DEPTH OF 3'-0''1'-8-58''1'-0''
8''
(TYP.)2'-0''6''WHEN THIS DIMENSION EXCEEDS 10' -0'', THECATCH BASIN WILL BE PAID FOR AS A TYPE ''C-L'' CATCH BASINOVER 10' DEEP (INCREASE WALL THICKNESS TO 12")3'-0''
4'-4''
14"/ FT
DROP
MIN.
7''
1'-0''
(TYP.)
8''
(TYP.)7-58"
(TYP.)
2'-8-34''2'-0'' MIN.6''5'-4"
4'-0''
FLOATABLES AND DEBRIS
TO BE CLEANED
PERIODICALLY HOODED INLET TRAP
BY NEENAH FOUNDRY
OR APPROVED EQUAL
9''
OUTLET PIPE
WATER LEVEL
HOOD BELOW
WATER LEVEL
(TYPICAL)
Job Number:
Job Start Date:
Checked By:
Sheet Title:
Drawn By:
Sheet Number:
Scale:
3/20/24
FE24-1889
THIS DRAWING IS THE PROPERTY OF
THE ENGINEER. IT HAS BEEN
SPECIFICALLY PREPARED FOR THE
OWNER FOR THIS PROJECT AT THIS SITE
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE, LOCATION OR OWNER
WITHOUT WRITTEN CONSENT OF THE
ENGINEER.PREPARED FOR18 POWERHOUSE ROAD LUXURY TOWNHOUSE DEVELOPMENTD.R.R.J.E.Q.JNE HOLDINGS, LLC525 JOHN STREET BRIDGEPORT, CT. 06604
Office (203) 333-9465
fax (203) 336-1769
e-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.crd3/31/2025 5:15 PMStaff 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
LEVEL SPREADER DETAIL
NOT TO SCALE
TREE PLANTING
SCALE: NTS
PRUNING SHALL BE IN ACCORDANCE
WITH APPROVED HORTICULTURAL
STANDARDS IN ORDER TO PRESERVE
THE NATURAL FORM OF THE SPECIFIC
PLANTS. IF APPLICABLE & APPROVED
BY THE LANDSCAPE ARCHITECT,
ONE-FOURTH TO ONE-THIRD OF THE
WOOD SHALL BE REMOVED BY
THINNING OUT TO BALANCE ROOT
LOSS DUE TO TRANSPLANTING.
NOTE
5' x 5' TREE PLANTING AREA - 24 SF (MIN.)
CUT BURLAP AND WIRE BASKETS,
REMOVE FROM TOP 1/3 OF ROOT BALL
3" BARK MULCH
3" SOIL SAUCER TYP.
FINISHED GRADE
TOPSOIL
SUBSOIL
PLANTING SOIL MIXTURE, SEE
LANDSCAPE NOTES. EACH TREE TO
BE PROVIDED A MINIMUM OF 12 C.F.
OF LOAM INCORPORATED INTO SOIL
PLANTING MIXTURE
SET TOP OF ROOT BALL
AT OR SLIGHTLY ABOVE
FINISHED GRADE
24" (MIN.)
5'
SCARIFY GLAZED SIDES
OR HARDENED SURFACE
IF PITS ARE DUG WITH
AUGERING DEVICE
REMOVE ROCK 18'' MIN
BELOW PLANT PIT
DEPTH.
18" (MIN.)
TOP OF LEDGE
SHRUB / GROUNDCOVER PLANTING
SCALE: NTS
MULCH
NOTE
1.IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATE
AND MULCH ENTIRE BED.
3" SOIL SAUCER (TYP.)
TOPSOIL
SUBSOIL
SCARIFY SIDES
OF ROOT BALL
COMPACTED PLANTING
MIX BELOW BALL
SET TOP OF ROOT BALL AT OR
SLIGHTLY ABOVE FIN. GRADE
CUT BURLAP FROM TOP OF 1/3
OF ROOT BALL
PLANTING MIX
SCARIFY GLAZED SIDES OR
HARDENED SURFACE IF PITS
ARE DUG WITH AUGERING
DEVICES
CONTAINER GROWN
EQUALS TWICE
BALL DIAMETER
EQUALS TWICE
BALL DIAMETER
MIN.
6"
6"
MIN.6"
MIN.6"
MIN.
BALLED AND
BURLAPPED
SANITARY MANHOLE ASSEMBLY
NOT TO SCALE3.2'3.5'See Plan