HomeMy WebLinkAbout25SITE2 - Site Plan Rev 03-18-2025Uncasville
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 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.crd3/20/2025 4:20 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
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
03/18/25
03/18/25
03/18/25
03/18/25
03/18/25
03/18/25
03/18/25
03/18/25
03/18/25
03/18/25
02/02/22
C-2.2
02/11/25 03/18/25
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 SEALOF 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-20OF 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 IMPROVEMENTLOCATION 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. ADDITIONALUNDERGROUND UTILITIES MAY EXIST. PRIOR TO EXCAVATION OR CONSTRUCTION, CONTACT "CALLBEFORE 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) ONMAP 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 ORADDITIONS 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"W26.05'
N81° 25' 04"E22.02'
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/FOBIEM EBENEZERVOL. 0654, PG. 0990
BIT. CONC.
PAVEMENT
2 1/2 STORYWOOD FRAMEHOUSE
NORWICH NEW LONDON TNPK( ROUTE 32)STEEL
HATCH
GRAVEL
WELL
OILFILL
MAILBOX
OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWEM UTLBOX
131 ROUTE 32
N/FCICCHIELLLO GARY A &LORENZO JVOL. 0432, PG. 0431
10 POWERHOUSE RD
N/FGALVIN JEFFREY T &SHAWN MVOL. 0384, PG. 0085
14 POWER HOUSE RD
N/FADAMS JENNIFER AVOL. 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 STORYWOOD FRAMEHOUSE1 STORY WOODFRAME GARAGE
145 ROUTE 32
N/FJNE HOLDINGS, LLCVOL. 641, PG. 1192
22 POWERHOUSE RDN/FDONALD L. &HEATHER L. GRESSLYVOL. 385 PG. 465
18 POWERHOUSE RD
N/FJNE HOLDINGS, LLCVOL. 703, PG. 541
6.4'60.9'4.0'4.6'57.5'58.3'21.6'184.6'40' REAR BUILDING SETBACK
20' 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.
MERESTONEHELD
MON FND /HELD
FIRE HYD
D.H. FND
COUR
T
BONVILLE DR.MAPLE
JEROME
AVENUE
ROADROAD
JEROME
AVE.
STARR
ROADROAD RED CEDAR AVE. KILLEEN RD. NORWICH 32
163
Uncasville
ROAD
NEW LONDON TPK (RT 32)CR E SCENDEPOT
RD.
DEPOT
R
O
W
MAP
L
E
AVE.
EXT
.ROADDOCK GAIRCOURTEDWARD RD.
HARRISON
BREWER ST. ST.
POWER HOUSE ROAD
LATHROPHEWI T T DRIVEC OMSTOCK AVE.
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 PLACE3/20/2025 4:22 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 03/18/25A
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'
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 PLACE3/20/2025 4:22 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
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.crd3/20/2025 4:23 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
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 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.
6. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH UPONCOMPLETION OF CONSTRUCTION.
7. LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY.
8. ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THETOWN OF MONTVILLE AND UTILITY COMPANY STANDARDS.
9. FINAL RETAINING WALL SYSTEM TO BE DESIGNED AND INSPECTED BY A CONNECTICUT LICENSED ENGINEER.STRUCTURAL DETAILS TO BE SUBMITTED TO THE SATISFACTION OF THE TOWN ENGINEER PRIOR TO ISSUANCE OFBUILDING PERMIT.
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 10" Ø SDR-35 @ 0.11 88 LF 8" Ø SDR-35 @0.065 MIN6 LF 8"
Ø
S
D
R-
3
5
@0.01 MI
N
70 L.F. LEVEL SPREADER (PHASE 1)TOP = 92.1INV. = 91.1
14
L
F
1
0
"
Ø
S
D
R
-
3
5
@
0
.
0
0
5
M
I
N
70 L.F. LEVEL SPREADER (PHASE 2)TOP = 90.5INV. = 89.5
OVERFLOW DISTRIBUTION BOX
(PHASE 2)
24 - 4 x 8 x 4' PRE-CAST CONCRETE GALLEY'S4 ROWS x 6 GALLEYS PER ROWEMBEDDED IN 1" BROKEN / CLEAN STONE50' x 18.60' x 5.17' DEEPBOTTOM ELEV. (GALLEYS)=93.9BOTTOM STONE ELEV. = 93.4INV. 10" W. IN. = 96.7 (Phase 2)INV 8" S. IN =96.9INV 8" E. IN = 96.9INV 8" NE OUT = 96.9
48 - 4 x 8 x 4' PRE-CAST CONCRETE GALLEY'S5 ROWS x 9 GALLEYS PER ROW PLUS 310" INV. ELEV. = xx.x'EMBEDDED IN 1" BROKEN / CLEAN STONE58' x 18.60' x 5.17' DEEPBOTOM ELEV. (GALLEYS)=x98.6BOTTOM STONE ELEV. = 98.1INV 8" N IN = 101.6INV 8" NE IN = 101.6INV 10" OUT = 101.6
CB 6 (PHASE 2)
GRATE 104.5
8" ADS INV. OUT = 102.0
CB 4GRATE 101.88" ADS INV OUT = 97.0
CB 3GRATE 101.88" ADS INV IN = 97.0
10" ADS INV OUT =97.0
CB 5 (PHASE 2)
GRATE 104.5
8" ADS INV OUT. = 102.0
CB 2
GRATE 100.5
8" ADS INV. IN/OUT = 97.5 102 LF 10" Ø SDR-35 @0.005 MIN32 LF 8" Ø SDR-35 @0.005 MINCB 1GRATE 100.3
8" ADS INV OUT. = 97.7
2x2 PARTICLE SEPARATORWITH 2' SUMP
2x2 PARTICLE
SEPARATOR WITH 2'
SUMP
2x2 PARTICLE SEPARATOR
WITH 2' SUMP
2x2 PARTICLE
SEPARATORWITH 2' SUMP
2x2 PARTICLESEPARATORWITH 2' SUMP
CLEAN-OUT (TYP)
EROSION CONTROL MATS
(SEE DETAIL ON SHEETC-4.2)
26LF 8" Ø SDR-35 @ 0.015
13LF 8" Ø SDR-35 @ 0.03
ROUTE ALL ROOF
LEADERS FROM UNITS 1,2, 3, & 4 ARE ROUTED TOTHE 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
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 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. = 102.1
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
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.crd3/20/2025 4:24 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
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.
5. 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.
6. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH UPONCOMPLETION OF CONSTRUCTION.
10. SEE DETAILS FOR TEMPORARY AND PERMANENT TRENCHING WITHIN THE POWERHOUSE ROAD.
11. 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.
12. EXISTING UNDERGROUND UTILITY LOCATION TAKEN FROM MAPS PROVIDED BY UTILITY COMPANY AND SEWER DEPARTMENT,PRIOR SURVEYS, AND FIELD MARKINGS.
13. ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THE TOWN OFMONTVILLE AND UTILITY COMPANY STANDARDS.
14. IF REQUIRED, ALL EXISTING SANITARY SEWER LINES SHALL BE CAPPED WITHIN 2 FEET OF THE EXISTING SEWER MAIN.
15. ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTING AND GUTTERCONNECTIONS SHALL BE DETERMINED BY CONTRACTOR.
16. 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.
17. ALL WORK SHALL COMPLY WITH THE FOLLOWING TOWN STANDARDS:
17.1. TOWN OF MONTVILLE SEWER USE RULES AND REGULATIONS.
17.2. TOWN OF MONTVILLE SANITARY SEWER MATERIALS AND CONSTRUCTION STANDARDS.
17.3. TOWN OF MONTVILLE SPECIFICATIONS OF WATER MAINS AND APPURTENANCES.
18. SEWER PIPE TO BE PLASTIC PVC-SDR35.
19. WATER LINES TO BE TYPE K COPPER TUBING.
20. 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.
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.crd3/20/2025 4:24 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
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
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF 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
....
......
........
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 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.crd3/20/2025 4:25 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
TEMPORARYSOIL EROSION &SEDIMENT CONTROL NOTES & DETAILS
WHEREVER SILT FENCE RUNS ACROSSOR PERPENDICULAR TO SURFACECONTOURS, 10-FOOT LONG WINGS OFSILT FENCE PLACED PERPENDICULAR TOTHE MAIN RUN OF SILT FENCE SHOULDBE PROVIDED AT APPROXIMATEINTERVALS OF 50-FEET.
SILT FENCE PROTECTION DETAIL
SCALE: NTS
3. BACKFILL THETRENCH ANDCOMPACT THEEXCAVATED SOIL.
2. ATTACH FILTER FABRICTO THE POSTS ANDEXTEND IT TO THETRENCH.
SILT FENCE1. SET POSTS ANDEXCAVATE A 6"x6"TRENCH, SETPOSTDOWNSLOPE.
WOOD POSTS
ANGLE 10°UPSLOPE FORSTABILITY ANDSELF CLEANING
COMPACTEDBACKFILL
BOTTOM OFDRAINAGE WAY
ELEVATIONPOINTS "A" SHOULD BE HIGHERTHAN POINT "B"PLAN VIEW
90°
12" MIN.DEPTH
A
B ABFLOW 1" REBAR FOR BAGREMOVAL FROM INLET
EXPANSION RESTRAINT1/4" 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 EQUALPER BALE DRIVEN ONE FOOT (1')INTO GROUND. DRIVE STAKESFLUSH WITH BALES.
COMPACT SOIL AROUNDOUTER PERIMETER OFBALES
TEMP. PROTECTION: INSTALLTARP COVERLONGER PROTECTION: SEEDWITH ANNUAL RYE MIXSOIL (EXCAVATEDMATERIAL 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 THEUPSTREAM BERM SHOULD BE EQUAL TO THEELEVATION OF THE TOP OF THE SUCCEEDINGDOWNSTREAM 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 OFCHECK DAM(S).
1 2 1 21 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 DE
SI
G
N
SL
O
P
E(
S)
OVERLANDFLOW
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTE 2
NOTE 1
NOTES:1. REMOVE ANY EXISTING VEGETATION AND SCARIFY ORBENCH ADJACENT SOILS PRIOR TO PLACING BERM.2. BERM MATERIALS MUST BE ADEQUATELY COMPACTEDAND STABILIZED.3. REFER TO E&S PHASE I & II FOR TEMPORARY AND/ORFINAL STABILIZATION MEASURES.4. BERM SHALL NOT BE CONSTRUCTED OF TOPSOIL.
DIVERSION BERM DETAIL
SCALE: NTS
SEDIMENT & EROSION CONTROL NARRATIVETHE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO PROTECT THEEXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES, ANDANY ADJACENT WETLAND AREA AND WATER COURSE FROM SEDIMENT LADEN SURFACERUNOFF AND EROSION.
ALL CONSTRUCTION ACTIVITIES INVOLVING THE REMOVAL OR DISTURBANCE OF SOILSARE TO BE PROVIDED WITH APPROPRIATE PROTECTIVE MEASURES TO MINIMIZEEROSION AND CONTAIN SEDIMENT DISPOSITION WITHIN THE AREA UNDERDEVELOPMENT. THE MINIMUM STANDARD FOR INDIVIDUAL MEASURES SHALL BE THOSE
OUTLINED IN THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATIONCONTROL, 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 NATUREAND SOME MEASURES MAY NOT BE APPLICABLE TO THE SPECIFICREQUIREMENTS OF THIS PROJECT. SEE THE OVERALL SOIL EROSIONAND SEDIMENTATION CONTROL PLAN FOR THE SPECIFIC MEASURESREQUIRED.
CONSTRUCTION SCHEDULETHE ANTICIPATED STARTING DATE FOR CONSTRUCTION IS SPRING/SUMMER 2025 WITHCOMPLETION ANTICIPATED BY DECEMBER 2026. APPROPRIATE EROSION CONTROLMEASURES AS DESCRIBED HEREIN, SHALL BE INSTALLED BY THE CONTRACTOR PRIORTO THE COMMENCEMENT OF ALL SITE CLEARING OR CONSTRUCTION ACTIVITY.SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT BARE SOIL WILL BE EXPOSED.CONSTRUCTION SEQUENCE1.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 THEZONING ENFORCEMENT OFFICER.
CONTINGENCY EROSION PLAN
THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION CONTROL MEASURES ANDWILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED FUNCTIONING CONDITION.THE AGENTS OF THE MUNICIPALITY , INLAND WETLANDS COMMISSION AND/OR PROJECTENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE ORADDITIONAL MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHATWOULD NORMALLY BE ANTICIPATED.
OPERATION REQUIREMENTS
CLEARING AND GRUBBING OPERATIONS:1. ALL SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THECONSTRUCTION OF TEMPORARY SEDIMENTATION TRAPS WILL BE INSTALLED PRIORTO THE START OF CLEARING AND GRUBBING OPERATIONS.
2. FOLLOWING INSTALLATION OF ALL SEDIMENTATION AND EROSION CONTROLMEASURES, THE CONTRACTOR SHALL NOT PROCEED WITH GRADING, FILLING OROTHER CONSTRUCTION OPERATIONS UNTIL THE ENGINEER AND ZONINGENFORCEMENT OFFICER HAS INSPECTED AND APPROVED ALL INSTALLATIONS.
3. THE CONTRACTOR SHALL TAKE EXTREME CARE DURING CLEARING AND GRUBBINGOPERATIONS SO AS NOT TO DISTURB UNPROTECTED WETLAND AREAS ORSEDIMENTATION AND EROSION CONTROL DEVICES.
4.FOLLOWING THE COMPLETION OF CLEARING AND GRUBBING OPERATIONS, ALLAREAS SHALL BE STABILIZED WITH TOPSOIL AND SEEDING OR PROCESSEDAGGREGATE STONE AS SOON AS PRACTICAL.
ROUGH GRADING OPERATIONS:1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THEGRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILEDFOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, MULCHED WITH HAY, AND ENCLOSEDBY A SILTATION FENCE.
FILLING OPERATIONS:1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BEPROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BYTHE ENGINEER AND AS SHOWN ON THIS PLAN.
2. AS GENERAL GRADING OPERATIONS PROGRESS, ANY TEMPORARY DIVERSIONDITCHES SHALL BE RAISED OR LOWERED, AS NECESSARY, TO DIVERT SURFACERUNOFF TO THE SEDIMENT BASINS.
FINAL GRADING AND PAVING OPERATIONS:
1. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCKFACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH ANDVEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAYSHOULDER AND BANKS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OFFINAL GRADING UNTIL TURF IS ESTABLISHED.
2. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS TOBE PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND UNDERGROUNDUTILITIES AND STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED.
3. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEED, MULCH ANDLANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY AFTERALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED ANDTHE SITE HAS BEEN INSPECTED AND APPROVED BY THE ZONING ENFORCEMENTOFFICER.
INSTALLATION OF SEDIMENTATION ANDEROSION CONTROL MEASURES
I.SILTATION FENCE:A. DIG A SIX INCH TRENCH ON THE UPHILL SIDE OF THE DESIGNATED FENCE LINELOCATION.
B. POSITION THE POST AT THE BACK OF THE TRENCH (DOWNHILL SIDE), ANDHAMMER THE POST AT LEAST 1.5 FEET INTO THE GROUND.
C. LAY THE BOTTOM SIX INCHES OF THE FABRIC INTO THE TRENCH TO PREVENTUNDERMINING 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 OTHEROBJECTIONABLE 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 THECONSTRUCTION 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 ISHIGHER 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 INTOTHE GROUND.
E.BACKFILL BALES WITH EXCAVATED MATERIAL TO A MINIMUM DEPTH OF 4INCHES 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 OTHEROBJECTIONABLE MATERIAL
B.EXCAVATE OR SHAPE TO THE LINE, GRADE, AND CROSS SECTION AS DETAILEDON 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 ANYPROPOSED 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 ASREQUIRED TO ATTAIN THE SPECIFIED STORAGE REQUIREMENTS.D.USE ONLY FILL MATERIALS FREE FROM EXCESSIVE ORGANICS, DEBRIS, LARGEROCKS 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 ANOUTLET.B.DIVERTED RUNOFF FROM A DISTURBED AREA SHALL TERMINATE AT ASEDIMENT TRAPPING DEVICE.C.REMOVE ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS OR OTHEROBJECTIONABLE MATERIAL WHICH IS IN CONFLICT WITH THE SWALE.
D.EXCAVATE, SHAPE TO LINE, GRADE, AND CROSS-SECTION AS REQUIRED TO BEFREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDENORMAL 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, ANDLOCATIONS SHOWN ON THE PLANS.B.SET SPACING OF CHECK DAMS TO ASSUME THAT ELEVATIONS OF THE CRESTOF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THEUPSTREAM DAM.C.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TOPREVENT CUTTING AROUND THE DAM.D.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROMSCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE.
E.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCESBELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROMDISPLACED STONE.
IX EARTH DIKE
A.COMPACT WITH EARTH-MOVING EQUIPMENT.B.CREATE WITH POSITIVE DRAINAGE TO AN OUTLETC.CONSTRUCT WITH WIDER TOP AND FLATTER SIDE SLOPES TO FACILITATECROSSING WITH CONSTRUCTION EQUIPMENT.
OPERATION AND MAINTENANCE OFSEDIMENTATION AND EROSION CONTROLMEASURES
I. SILTATION FENCE:A. ALL SILTATION FENCES SHALL BE INSPECTED AS A MINIMUM WEEKLY OR AFTEREACH RAINFALL. ALL DETERIORATED FABRIC AND DAMAGED POSTS SHALL BEREPLACED AND PROPERLY REPOSITIONED IN ACCORDANCE WITH THIS PLAN.
B. SEDIMENT DEPOSITS SHALL BE REMOVED FROM BEHIND THE FENCE WHEN THEYEXCEED A HEIGHT OF ONE FOOT.
II. SEDIMENT TRAPS:A. CONTRACTOR TO KEEP WEEKLY CHECKLIST LOGS FOR INSPECTIONS OF ALLSEDIMENT AND EROSION CONTROL DEVICES AND HAVE THEM READILY AVAILABLEON-SITE AT ALL TIMES FOR INSPECTION BY CT DEEP, LOCAL AUTHORITIES ORENGINEER.
B. ALL SEDIMENT BASINS SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIROF SLOPES SHALL BE PROMPTLY MADE AS NEEDED. EROSION CONTROLBLANKETS MAY BE USED FOLLOWING REPAIR OF SLOPE AS DIRECTED BY THEENGINEER.
C. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SEDIMENT BASINS AND/ORSEDIMENT TRAPS WHEN THEY EXCEED A HEIGHT OF ONE FOOT UNLESSOTHERWISE INDICATED ON THE EROSION CONTROL PLANS AND DETAILS TO BE ATA SPECIFIC ELEVATION PER CLEAN OUT MARKERS.
D. SEDIMENT SHALL BE DISPOSED OF ON-SITE OR AS DIRECTED BY THE ENGINEERAND LOCAL GOVERNING OFFICIALS. SEE SEDIMENT AND EROSION CONTROLNOTES HEREIN REGARDING DISPOSAL REQUIREMENTS FOR OFF SITE SPOILDISPOSAL.
III.CHECK DAMS:A. ALL STONE CHECK DAMS SHALL BE INSPECTED FOLLOWING EACH RAINFALL.REPAIR OF STONE CHECK DAMS SHALL BE PROMPTLY MADE AND ACCUMULATEDSEDIMENT REMOVED WHEN IT REACHES ONE HALF OF THE HEIGHT OF THE CHECKDAM.IV. TEMPORARY/PERMANENT DRAINAGE SWALES:A. SWALES SHALL BE INSPECTED FOLLOWING EACH RAINFALL. REPAIR OF ANYWASHED OUT OR ERODED SLOPES SHALL BE MADE PROMPTLY AND THE AREASHALL BE RE-SEEDED AS NECESSARY.B. EROSION CONTROL BLANKETS MAY BE USED TO REPAIR ERODED SWALES ASDIRECTED BY THE ENGINEER OR MUNICIPALITY AGENT.V. SILT SACKSA. MONITOR, MAINTAIN, REMOVE, OR REPLACE SILT SACK AS REQUIRED TOASSURE FREE DRAINAGE INTO EXISTING DRYWELL.VI. ANTI-TRACKING APRONSA.MAINTAIN FUNCTIONALITY OF ANTI-TRACKING APRON THROUGHOUT THECONSTRUCTION PERIOD.B. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENTS IMMEDIATELY IF THISMEASURE SHOWS SIGNS NON-FUNCTIONALITY.
EROSION AND SEDIMENT CONTROL PLAN
1. SILTATION FENCE WILL BE INSTALLED AT ALL CULVERT OUTLETS IF CULVERTOUTLETS ARE APPLICABLE TO THIS PROJECT AND ALONG THE TOE OF ALL CRITICALCUT AND FILL SLOPES.
2. CULVERT DISCHARGE AREAS WILL BE PROTECTED WITH RIP RAP CHANNELS; ENERGYDISSIPATERS WILL BE INSTALLED AS SHOWN ON THESE PLANS AND AS NECESSARY.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED INACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CONNECTICUTGUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION.
4. EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED PRIOR TOCONSTRUCTION WHENEVER POSSIBLE
5. ALL CONTROL MEASURES WILL BE MAINTAINED IN EFFECTIVE CONDITIONTHROUGHOUT THE CONSTRUCTION PERIOD.
6. ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTIONPERIOD, IF NECESSARY OR REQUIRED OR AS DIRECTED BY THE CIVIL ENGINEER ORBY LOCAL GOVERNING OFFICIALS.
7. SEDIMENT REMOVED FROM EROSION CONTROL STRUCTURES WILL BE DISPOSED IN AMANNER WHICH IS CONSISTENT WITH THE INTENT AND REQUIREMENTS OF THEEROSION CONTROL PLANS, NOTES, AND DETAILS.
SEDIMENT AND EROSION CONTROL NOTES
1.THE OWNER IS RESPONSIBLE FOR IMPLEMENTING THIS SEDIMENT AND EROSIONCONTROL PLAN. THIS RESPONSIBILITY INCLUDES THE PROPER INSTALLATION ANDMAINTENANCE OF EROSION CONTROL MEASURES, INFORMING ALL PARTIESENGAGED WITH CONSTRUCTION ON THE SITE OF THE REQUIREMENTS ANDOBJECTIVES OF THIS PLAN, INFORMING THE GOVERNING AUTHORITY OR INLANDWETLANDS AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY, AND FORCONVEYING A COPY OF THE SEDIMENT & EROSION CONTROL PLAN IF THE TITLE TOTHE LAND IS TRANSFERRED.
2.AN EROSION CONTROL BOND MAY BE REQUIRED TO BE POSTED WITH THEMUNICIPALITY TO ENSURE IMPLEMENTATION OF THE EROSION CONTROLMEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POSTING OF THISBOND AND FOR INQUIRIES TO THE MUNICIPALITY FOR INFORMATION ON THEMETHOD, TYPE AND AMOUNT OF THE BOND POSTING UNLESS OTHERWISEDIRECTED BY THE OWNER.
3.VISUAL SITE INSPECTIONS SHALL BE CONDUCTED WEEKLY, AND AFTER EACHMEASURABLE PRECIPITATION EVENT OF 0.10 INCHES OR GREATER BY QUALIFIEDPERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TOASCERTAIN THAT THE EROSION AND SEDIMENT CONTROL (E&S) BMPS AREOPERATIONAL 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 INACCORDANCE WITH THE CONNECTICUT GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL, PREPARED BY CTDEEP, LATEST EDITION IN ACCORDANCEWITH THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE MUNICIPALITY. THECONTRACTOR SHALL KEEP A COPY OF THE GUIDELINES ON-SITE FOR REFERENCEDURING CONSTRUCTION.
5.ADDITIONAL AND/OR ALTERNATIVE SEDIMENT AND EROSION CONTROL MEASURESMAY BE INSTALLED DURING THE CONSTRUCTION PERIOD IF FOUND NECESSARY BYTHE CONTRACTOR, OWNER, CIVIL ENGINEER, THE MUNICIPALITY, EASTERNCONNECTICUT SOILS CONSERVATION DISTRICT, INLAND WETLANDS COMMISSION,OR GOVERNING AGENCIES. THE CONTRACTOR SHALL CONTACT THE OWNER ANDAPPROPRIATE GOVERNING AGENCIES FOR APPROVAL IF ALTERNATIVE CONTROLSOTHER THAN THOSE SHOWN ON THE PLANS ARE PROPOSED.
6.THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROLSBEFORE AND AFTER EACH STORM (0.10 INCHES OR GREATER RAINFALL), OR ATLEAST WEEKLY, TO VERIFY THAT THE CONTROLS ARE OPERATING PROPERLY ANDMAKE REPAIRS WHERE NECESSARY.
7.THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (HAYBALES, SILT FENCE, JUTE MESH,RIP RAP ETC.) ON-SITE FOR MAINTENANCE ANDEMERGENCY REPAIRS.
8.INSTALL PERIMETER SEDIMENT CONTROLS PRIOR TO CLEARING ORCONSTRUCTION. ALL CONSTRUCTION SHALL BE CONTAINED WITHIN THE LIMIT OFDISTURBANCE (LOD), WHICH SHALL BE MARKED WITH SILT FENCE, SAFETY FENCE,HAY BALES, RIBBONS, OR OTHER MEANS PRIOR TO CLEARING. CONSTRUCTIONACTIVITY SHALL REMAIN ON THE UPHILL SIDE OF THE SILT FENCE UNLESS WORK ISSPECIFICALLY 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 LIMITOF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN PLACEFOR MORE THAN 7 DAYS.
10.SEDIMENTATION TRAPS SHALL PROVIDE 134 CUBIC YARDS OF SEDIMENT STORAGEPER DISTURBED ACRE CONTRIBUTING TO THE TRAP. PROVIDE TRAP VOLUMES FORALL DISTURBANCE ON SITE IF SPECIFIED.
11.MINIMIZE LAND DISTURBANCES. SEED AND MULCH DISTURBED AREAS WITHTEMPORARY MIX AS SOON AS PRACTICABLE (2 WEEK MAXIMUM UNSTABILIZEDPERIOD) USING PERENNIAL RYEGRASS AT 40 LBS PER ACRE. MULCH ALL CUT ANDFILL SLOPES AND SWALES WITH LOOSE HAY AT A RATE OF 2 TONS PER ACRE. IFNECESSARY, REPLACE LOOSE HAY ON SLOPES WITH EROSION CONTROL BLANKETSOR JUTE CLOTH. MODERATELY GRADED AREAS, ISLANDS, AND TEMPORARYCONSTRUCTION STAGING AREAS MAY BE HYDROSEEDED WITH TACKIFIER.
12.EXCAVATED MATERIAL FROM TEMPORARY SILT TRAPS MUST BE STOCKPILED ONUPHILL SIDE OF SILT FENCE.
13.INSTALL SILT FENCE ACCORDING TO MANUFACTURER'S INSTRUCTION,PARTICULARLY, BURY LOWER EDGE OF FABRIC INTO GROUND PRIOR TO ANY WORKIN UPLAND AREAS. SILT FENCE SHALL BE MIRAFI ENVIROFENCE, AMOCO SILT STOPOR EQUIVALENT APPROVED BY THE CIVIL ENGINEER. FILTER FABRIC USED SHALLBE MIRAFI 100X OR EQUIVALENT. SEE SPECIFICATIONS FOR FURTHER INFORMATION.
14.WHERE INDICATED ON EROSION CONTROL PLANS USE NEW HAY BALES ANDREPLACE THEM WHENEVER THEIR CONDITION DETERIORATES BEYONDREASONABLE USABILITY. STAKE HAY BALES SECURELY INTO GROUND AND BUTTTIGHTLY TOGETHER TO PREVENT UNDERCUTTING AND BYPASSING.
15.INSTALL TEMPORARY DIVERSION DITCHES, PLUNGE POOLS, SEDIMENT TRAPS, ANDDEWATERING PITS AS SHOWN AND AS NECESSARY DURING VARIOUS PHASES OFCONSTRUCTION TO CONTROL RUNOFF UNTIL UPHILL AREAS ARE STABILIZED.LOCATION OF TEMPORARY SEDIMENT TRAPS WILL REQUIRE REVIEW ANDAPPROVAL BY THE CIVIL ENGINEER AND GOVERNING OFFICIAL.
16.BLOCK THE OPEN UPSTREAM ENDS OF DETENTION BASIN/SEDIMENTATION BASINOUTLET CONTROL ORIFICE UNTIL SITE IS STABILIZED. CONVERT TEMPORARYSEDIMENT BASINS TO PERMANENT DETENTION BASINS ONCE SITE HAS BEENSTABILIZED. CLEAN OUTLET CONTROL STRUCTURES AS NECESSARY AND REMOVEACCUMULATED SEDIMENT FROM BOTTOM OF BASIN. BLOCK END OF STORMSEWERS IN EXPOSED TRENCHES WITH BOARDS AND SANDBAGS AT THE END OFEACH WORKING DAY WHEN RAIN IS EXPECTED.
17.SWEEP AFFECTED PORTIONS OF OFF SITE ROADS ONE OR MORE TIMES A DAY (ORLESS FREQUENTLY IF TRACKING IS NOT A PROBLEM) DURING CONSTRUCTION.OTHER DUST CONTROL MEASURES TO BE USED AS NECESSARY INCLUDEWATERING DOWN DISTURBED AREAS, USING CALCIUM CHLORIDE, AND COVERINGLOADS ON DUMP TRUCKS.
18.PERIODICALLY CHECK ACCUMULATED SEDIMENT LEVELS IN THE SEDIMENT TRAPSDURING CONSTRUCTION AND CLEAN ACCUMULATED SILT WHEN NECESSARY ORWHEN ONE FOOT OF SEDIMENT HAS ACCUMULATED OR PER SPECIFIC CLEANOUTMARKER ELEVATION. REMOVE ACCUMULATED SEDIMENT FROM BEHIND SILT FENCEWHEN LEVEL REACHES HALF THE HEIGHT OF THE HAY BALE OR ONE FOOT AT SILTFENCE. DISPOSE OF SEDIMENT LEGALLY EITHER ON OR OFF SITE.
19.IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THEPOTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THEOPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES (BMP)TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENTPOLLUTION.
20. ALL EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF UTILITY ANDSTORM PIPE TRENCHES SO AS TO ALLOW THE TRENCH TO INTERCEPT ALL SILTLADEN RUNOFF.
21. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN ITHAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHERPERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESISTACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICSSUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.
22.MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES INEFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPONCOMPLETION OF WORK SWEEP PARKING LOT AND REMOVE ALL TEMPORARYSEDIMENT CONTROLS WHEN AUTHORIZED BY LOCAL GOVERNING AUTHORITY. FILENOT (NOTICE OF TERMINATION) WITH GOVERNING AUTHORITY RESPONSIBLE FORREGULATING STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES PERNPDES.
EROSION CONTROL BLANKET DETAIL
SCALE: NTS
12" MIN OVERLAP
GRADEDSLOPEGREATERTHAN 3:1
LANDSCAPESTAPLES AT12" O.C.
6"x6" TRENCH
COMPACTEDBACKFILL
LANDSCAPESTAPLES AT12" O.C.
LANDSCAPESTAPLES AT12" O.C.
EROSION CONTROLBLANKETPERPENDICULAR TOSLOPE
EROSIONCONTROLBLANKET
C-5.1
LANDSCAPEPLAN
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 EQUAL5. SUBMIT CERTIFICATION OF PLANTING MIX FOR TREES AND SHRUBS FROM SOIL DISTRIBUTOR.6. TOPSOIL MIX SHALL INCLUDE:3 PARTS SCREENED TOPSOIL1 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 BYTHE WET COMBUSTION METHOD.C. MECHANICAL ANALYSISSCREEN SIZE % BY WEIGHT PASSING1"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 QUANTITIESOF NITROGEN, PHOSPHORUS. AND POTASH NUTRIENT AND ANY LIMESTONE, ALUMINUM SULFATE, OR OTHERSOIL 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 ANDCOMPREHENSIVE GENERAL LIABILITY INSURANCE. CERTIFICATES WILL BE REQUIRED PRIOR TOSIGNING CONTRACTS.
4. CONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. CONTRACTOR SHALL MAINTAIN A SAFEJOBSITE 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 FORCOMPLETING 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 PLANTINGOPERATIONS. RECEIVE APPROVAL FOR LAYOUT OF ALL BED LINES AND MATERIAL LOCATIONS PRIORTO 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 SITEOTHER THAN THOSE SPECIFICALLY DESIGNATED FOR REMOVAL. ADJUSTMENTS SHALL BE MADE INTHE 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 ANDREMOVALS ANY DAMAGE TO EXISTING FACILITIES, UTILITIES OR TREES TO REMAIN SHALL BE THESOLE 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 DESIGNERSAPPROVAL.
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 ANDSUBSTITUTIONS. THE LANDSCAPE DESIGNER IS WILLING TO MAKE TWO TRIPS TO SUPPLIERS TO TAG,REVIEW AND APPROVE MATERIALS. PREVIOUSLY UNAPPROVED MATERIALS MAY BE REJECTED ATTHE SITE. MINIMALLY, ALL MATERIALS WILL CONFORM TO THE "AMERICAN STANDARD FOR NURSERYSTOCK" (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. THECONTRACTOR SHALL REPLACE, AS SOON AS WEATHER AND SEASONAL CONDITIONS PERMIT, ALLDEAD PLANTS AND ALL PLANTS NOT IN A VIGOROUS, THRIVING CONDITION, AS DETERMINED BY THELANDSCAPE DESIGNER DURING, AND AT THE END OF THE GUARANTEE PERIOD. WARRANTYREPLACEMENT WILL BE PROVIDED AT NO COST TO THE OWNER AND INCLUDE MATERIALS ANDLABOR. CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE INCURRED DURINGREPLACEMENT OF WARRANTY MATERIALS.
16.WHEN THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES SHOWN ON THE PLANT LIST & THEPLAN, 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 SOILTEST 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 FINALPLACEMENT.
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 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.crd3/20/2025 4:25 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
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 IFTHERE ARE ANY QUESTIONS OR CONFLICTS REGARDING THE CONSTRUCTION DOCUMENTS AND/OR FIELDCONDITIONS.
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 UNCOVEREDDURING EXCAVATION, CONSULT THE CIVIL ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDINGFURTHER 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 MANUFACTURERSPECIFICATIONS.2.ALL WORK AND RELATED MATERIALS SHALL COMPLY WITH CITY, COUNTY, AND OTHERAPPLICABLE 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 ALUMINUMDARK BRONZE.123W 4K LED, TYPE 2 DISTRIBUTION, 16'MOUNTING HEIGHT 11,2537PARKING LOT POLE LIGHT FIXTURE
W111 PATIO WALL LIGHT FIXTURE
W211 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 LUMENS
513
513
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
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
EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS
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.
PROPOSED 2"ISOLATION VALVE (TYP)
PROPOSED 2"ISOLATION VALVE (TYP)
PROPOSED 2" BLOWOFF HYDRANT
PROPOSED 2" BLOWOFF HYDRANT
New 2" Water Lin
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.
(1) CF (1) CF
(1) CF (1) CF
(1) CF
(1) AS
(1) AS
(1) AS
(1) AS
(25) TO PROPOSEDTREELINE
PROPOSEDTREELINE
LAWNAREA
LAWNAREA
LAWNAREA
LAWNAREA
LAWNAREA
NEW ENGLANDEROSION CONTROLAND RESTORATIONMIX
EXTG. WOODEDAREA TO REMAIN
EXTG. WOODEDAREA TO REMAIN
(1) CF
(1) CF (1) CF (1) CF
(1) CF
(1) AS
EXTG. WOODEDAREA TO REMAIN
EXTG. WOODEDAREA TO REMAIN
EXTG. WOODEDAREA TO REMAIN
P1
P1
P1
P1
P1
P1
P1
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. = 102.1
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
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.crd3/21/2025 8:26 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
EXTRUDED BITUMINOUS CONCRETE LIP CURBING DETAIL
SCALE: NTS DETAIL PER TOWN OF MONROE DPW STANDARD DRAWINGS
48°
21°
R=2"BITUMUNOUSCONCRETE PAVEMENT
TACK COAT
ASPHALT PAVINGSTANDARD DUTY ASPHALT PAVINGHEAVY DUTY
PAVING DETAILS
SCALE: NTS
CLASS 1, 1.5" BIT. CONC.WEARING COURSE
CLASS 4, 2.5" BIT. CONC.BINDER COURSE4" GRANULAR BASECOURSE
9" GRANULARSUBBASE COURSE COMPACTEDSUBGRADEGRANULAR SUBBASECOURSE COMPACTEDSUBGRADE
CLASS 1, 1.5" BIT. CONC.WEARING COURSECLASS 4, 1.5" BIT. CONC.BINDER COURSE4" GRANULAR BASECOURSE
6" GRANULARSUBBASE COURSE COMPACTEDSUBGRADE
6" PCC SURFACECOURSE, 4,000 PSI
6" GRANULAR BASECOURSEWELDED WIRE FABRIC6 x 6 - W2.0 x W2.0 (2" CLEAR)
HEAVY DUTY CONCRETE PAVING
L
TIMBER GUIDE RAIL
SCALE: NTS
NOTES1.ALL TIMBER TO BE PRESSURE TREATED CCA=0.40 PCF SOUTHERN YELLOW PINE
BOLT HEAD OR NUTSHALL NOT PROTRUDEFROM SURFACE OF RAILOR POST
10"2"
ANTI-CHECK SPLINE(TYP.)
10" x 10" POST (TYP.)
4"
8"
1"-0"
4'-0"
GRADE
5" x 8"CROSSMEMBER
4 GALVANIZED CARRIAGE BOLTS.COUNTER BORE REAR TO RECEIVENUT 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
NOTES1.SEE SITE PLAN FOR ACCESSIBLE SPACE LOCATIONS2.PROVIDE 2 COATS OF PAINT ON ALL SURFACES.
8' - 0"10'-0"5' - 0"18' - 0"10' - 0"4" YELLOW PAINT LINESAT 2' O.C. PAINTED AT45° ANGLE
TAPERED CURB TOFULL 6" REVEAL
PAINTED WHITE SYMBOLON BLUE BACKGROUND INACCORDANCE WITHFEDERAL STANDARDS
ACCESSIBLE SIGN WITHBOLLARD 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 NEEDEDFOR STEPPING
SECTION-FRAME SIDE DOUBLE GATEFRAME SIDE
CAP
END VIEW
TOP VIEW
3/4 x 4FACIAPOST6 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 METALCONDUIT
CONCRETE FOUNDATIONWITH RUBBED SANDFINISH
CURB
ANCHOR BOLTS(SIZES PERMFG)
PROVIDE GROUNDINGTYPE INSTALLATION
5" STEEL SQAURE POLEHUBBELL LIGHTING MODELSSS, 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 DARKBRONZE.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, WHITESCALE: 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 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.crd3/21/2025 8:27 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
NOTE: FILTER FABRICSHALL BE NON-WOVEN,MEETING ASTM D-3776 ANDD-4491.
4'-0"
5'-0"
NOT TO SCALE
4'-6"4'-6"4'-6"
TYPICAL PARKING LOT PAVEMENT SECTION ON6" MINIMUM COMPACTED PROCESSEDAGGREGATE BASE COURSE OR FINISHEDGRADEFILTER FABRIC
4'-0"
8" MIN.
1" CRUSHED STONE
1" CRUSHED STONE BASE
6"
4'x8'x4' OR 4'x4'x4' PRE-CAST CONCRETE GALLEYS BYCONNECTICUT PRE-CAST OR APPROVED EQUAL -GALLEYS SHALL BE H-20 RATED
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 SECTIONTO FINISH GRADE
VALVE BOX TO BEENTIRELY SUPPORTEDBY CONCRETEBLOCKS OR BRICKS TOSUIT. VALVE BOXMUST NOT BEAR ONVALVE OR PIPE.
GATE VALVE DETAIL
SCALE: NTS
TYPICAL UTILITY TRENCH DETAIL
SCALE: NTS
SPECIAL FOUNDATION, IF ORDERED BY ENGINEER3/4" CRUSHED STONE TO BE INSTALLED TO DEPTHDETERMINED BY GEOGRAPHICAL ENGINEER INPEAT AND UNSUITABLE SOIL AREAS
7" (MIN) SAND BED
12" (MIN) SAND COVER OVERPIPE
METAL STRIPS BURIED 12" ABOVE P.E.PIPE EVERY 5' & AT BENDS (GAS LINESONLY) MARKING TAPE BURIED OVERELECTRIC AND TELEPHONE CONDUITS
TRENCH WIDTH: 1'-0" ELECT., TELE. ANDCATV. 3'-0" WHEN ELEC., CATV, & TEL.ARE GROUPED IN TRENCH
BOTTOM OFUTILITYTRENCH
APPROVED COMPACTED% MAX DRY BACKFILL (95DENSITY) COMPACTIONPER 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 PAVEMENTSECTION
6" (MIN) SAND
10"
CAST IRON COVER
CLEAN-OUT PLUG
CAST IRON CLEAN OUT
18"x18" PAD 28 DAY 3000PSI CONCRETE
GRADE
4" PVC
4"- 45° ELBOW
END CAP IFREQUIRED
6" X 4" TEE "Y"
UNDERGROUNDPIPING
PIPE SIZE PER PLANSTORM / SANITARY CLEANOUT DETAIL
SCALE: N.T.S
CLEAN-OUT BOX ISINDEPENDENT OF PIPE
FLOW DIRECTION
TYPICAL SANITARY SEWER TRENCH SECTION
SCALE: NTS
EDGE OF TRENCH
SUPPORTSYSTEM ASREQUIRED
SUITABLE BACK FILL TYPE GW, GP, SW, SP PERUNIFIED SOIL CLASSIFICATION SYSTEM OR ASAPPROVED BY SITE ENGINEER, COMPACTED TO95% 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 TODEPTH DETERMINED BY ENGINEER IN PEAT ANDUNSUITABLE 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" MIN.7"
PRECAST STORM MANHOLE
SCALE: NTS
NOTES1.5' OR 6' DIA. PRECAST BASES MAY BE USED WHEN REQUIRED DUE TO SIZE OR NUMBER OF PIPES AT THEMANHOLE. 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 ORFLEXIBLE WATERTIGHT RUBBER GASKET
PRECAST REINFORCEDCONCRETE TONGUE AND GROOVERISERS AS REQUIRED
LIFTING HOLES (TYP.)(FILL WITH MORTAR)
WELDED WIRE FABRIC
PRECAST REINFORCEDCONCRETE MANHOLE ECCENTRICCONE
ADJUST TO GRADE WITH MAX. OFFOUR 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 CBIS IN A SAG
VARY CROSS SLOPE OFGUTTER TO MATCHCROSS SLOPE OFGRADE (TYP.)NORMAL CROSSSLOPE OF GUTTER (TYP.)NOTE: CONCRETE COMPRESSIVE STRENGTH = 4000psi @ 28 DAYS
VARIESFINISHED GRADE MAY VARYADJACENT TO CATCH BASINAS DIRECTED 3-34"(TYP.)14"/ FT.DROPMIN.
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"/ FTDROPMIN.
7''
1'-0''(TYP.)
8''
(TYP.)7-58"(TYP.)
2'-8-34''2'-0'' MIN.6''5'-4"
4'-0''
FLOATABLES AND DEBRISTO BE CLEANEDPERIODICALLY HOODED INLET TRAPBY NEENAH FOUNDRYOR APPROVED EQUAL
9''OUTLET PIPE
WATER LEVEL
HOOD BELOWWATER 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 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.crd3/20/2025 4:26 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
LEVEL SPREADER DETAIL
NOT TO SCALE
TREE PLANTING
SCALE: NTS
PRUNING SHALL BE IN ACCORDANCEWITH APPROVED HORTICULTURALSTANDARDS IN ORDER TO PRESERVETHE NATURAL FORM OF THE SPECIFICPLANTS. IF APPLICABLE & APPROVEDBY THE LANDSCAPE ARCHITECT,ONE-FOURTH TO ONE-THIRD OF THEWOOD SHALL BE REMOVED BYTHINNING OUT TO BALANCE ROOTLOSS DUE TO TRANSPLANTING.
NOTE5' 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, SEELANDSCAPE NOTES. EACH TREE TOBE PROVIDED A MINIMUM OF 12 C.F.OF LOAM INCORPORATED INTO SOILPLANTING MIXTURE
SET TOP OF ROOT BALLAT OR SLIGHTLY ABOVEFINISHED GRADE
24" (MIN.)
5'
SCARIFY GLAZED SIDESOR HARDENED SURFACEIF PITS ARE DUG WITHAUGERING DEVICE
REMOVE ROCK 18'' MINBELOW PLANT PITDEPTH.
18" (MIN.)
TOP OF LEDGE
PROPOSED LIGHT POLE - P1
SCALE: NTS
...
..
.
...
.....
...
.....
...
.FINISH GRADE
GROUNDING ROD
RIGID METALCONDUIT
CONCRETE FOUNDATIONWITH RUBBED SANDFINISH
CURB
ANCHOR BOLTS(SIZES PERMFG)
PROVIDE GROUNDINGTYPE INSTALLATION
5" STEEL SQAURE POLEHUBBELL LIGHTING MODELSSS, 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 DARKBRONZE.14' POLE HEIGHTSHRUB / GROUNDCOVER PLANTING
SCALE: NTS
MULCH
NOTE1.IN AREAS OF MASS PLANTING, CONTINUOUSLY EXCAVATEAND MULCH ENTIRE BED.
3" SOIL SAUCER (TYP.)
TOPSOIL
SUBSOIL
SCARIFY SIDESOF ROOT BALL
COMPACTED PLANTINGMIX BELOW BALL
SET TOP OF ROOT BALL AT ORSLIGHTLY ABOVE FIN. GRADE
CUT BURLAP FROM TOP OF 1/3OF ROOT BALL
PLANTING MIX
SCARIFY GLAZED SIDES ORHARDENED SURFACE IF PITSARE DUG WITH AUGERINGDEVICES
CONTAINER GROWN
EQUALS TWICE
BALL DIAMETER
EQUALS TWICE
BALL DIAMETER
MIN.6"
6"MIN.6"MIN.6"MIN.
BALLED ANDBURLAPPED
SANITARY MANHOLE ASSEMBLY
NOT TO SCALE3.2'3.5'See Plan