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Home My WebLink AboutConditions of Approval - 145 Rt 32 - 2026-02-06FULLER ENGINEERING & LAND SURVEYING, LLC 525 John Street – Second Floor – Bridgeport, CT 06604 Phone: (203) 333-9465 Fax: (203) 336-1769 The Quill Group Fuller Engineering & Land Surveying, LLC Civil Engineering, Landscape Architecture, Surveying Atlantic Consulting & Engineering, LLC Geotechnical, Structural, Mechanical, Electrical, & Plumbing Fairfield Testing Laboratories, LLC Materials Testing, Inspection, & Certifications, Special Inspections P a g e | 1 7 May 2025 Mrs. Meredith Badalucca Assistant Planner Town of Montville RE: Response to Comments Madison Place, Luxury Townhouse Development 145 Route 32 & 18 Powerhouse Road Montville, Connecticut The following are our responses to the Conditions of the Certificate of Notice of Decision dated Aprol 22, 2025. Our responses are designated in bold and italics. Engineers, Inc. General Conditions 1. Items 1 through 6 are acknowledged and agreed upon by the Applicant. Site Specific Conditions 7. Items 7 through 10 are acknowledged and agreed upon by the Applicant. Conditions to be met prior to signing of plans: 11. Plans shall be revised as follows: Provide a clean-out on main between unit 8/9; 75’ downstream from unit 11, per Technical Review by Ronald McDaniel, WPCA dated 4/21/2025 Response: Three (2) additional cleanouts have been specified on the main between Units 8 through 11 at a minimum 75’ spacing on Sheet C-3.2. One (1) additional cleanout has been added at Unit 4 on Sheet C-3.2. 12. New warranty deed shall be reviewed and approved by the Land Use & Development Staff. Response: A new warranty deed is included in this submission for review and approval. 13. All plans submitted for signature shall bear the seal and live signature of the appropriate professional(s) responsible for the preparation of the plans. Response: All plans submitted by this office contain a seal and signature. 14. The applicant shall also submit final plans as approved by the Commission in a digital format per ZR section 17.3. Response: Acknowledged – Final digital plans will be transmitted to Planning and Zoning. The Quill Group Fuller Engineering & Land Surveying, LLC Civil Engineering, Landscape Architecture, Surveying Atlantic Consulting & Engineering, LLC Geotechnical, Structural, Mechanical, Electrical, & Plumbing Fairfield Testing Laboratories, LLC Materials Testing, Inspection, & Certifications, Special Inspections P a g e | 2 15. A list outlining how the conditions of approval have been met shall be submitted along with the final plans for signature. Response: This document constitutes the agreed upon procedures and modifications to the plans have and will be met. 16. A list outlining all changes to the plans shall be submitted along with final plans submitted for signature. The list should cite the sheet number where each change has been made. Response: This document constitutes the agreed upon procedures and modifications to the plans have and will be met. Conditions to be met prior to issuance of zoning permits: 17. Four (4) sets of paper plans with any required revisions incorporated, shall be submitted to the Land Use Department for signature of the Commission. Response: Acknowledged. 18. Lot merger plans and approved warranty deed shall be filed on the Town of Montville Land Records. Response: Acknowledged. A lot line merger map has been included for review in this submission. 19. Any required certificates and/or approvals from State or Federal agencies (i.e. CT-DOT, DEEP, Army Corps of Engineers) shall be obtained by the applicant and submitted to the land Use & Development Office. Any changes to the plans required by such entities may require a plan modification from the Planning and Zoning Commission. Response: Acknowledged. 20. A soil erosion & sediment control bond shall be posted in the amount of $22,110 in a form acceptable to the Finance Director. No bond, or portion thereof, shall be released without prior approval of the Zoning Officer and/or Director of Land Use & Development. Response: Acknowledged. 21. A pre-construction meeting between the applicant, site contractors, project engineer, and Town Staff shall be held. Response: Acknowledged. Conditions which must be met prior to Issuance of a Certificate of Zoning Compliance: 22. Complete as-built plan s certified to Class A-2 accuracy shall b e submitted prior to the issuance of any certificate of zoning compliance. The as-built plan shall also contain certification by a Professional Engineer that they have inspected the site improvements and that they have been installed in accordance with the approved plans. Any deviations or omissions must be noted. Response: Acknowledged. 23. No Certificate of Occupancy or other final approval may be issued until the Zoning Officer has signed off on the final work. Response: Acknowledged. 145 NORWICH-NEW LONDON ROAD (RT 32) & 18 POWERHOUSE ROAD MONTVILLE, CONNECTICUT PREPARED FOR:MADISON PARTNERS, LLC SCALE 1" = 20' 2 FEBRUARY 2022 8 MAY 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.Merger Map -145 Rt 32 - FE22-1709.dwgO:\Fuller CAD Files\CT\Montville\Rte 32\#145 Route 32 - FE22-1709 - Eanou\DWG\Survey\5/9/2025 1:17 PMMERGER MAP 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 LOT LINE MERGER MAP. THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY (SEE MAP REFERENCE). 3.WITH RESPECT TO HORIZONTAL ACCURACY, THIS MAP CONFORMS TO AN ACCURACY CLASS A-2. 4.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. 5.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 6.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. 7.145 CT RT 32 LOT AREA = 59,415 S.F (1.36 ACRES) 18 POWERHOUSE ROAD LOT AREA = 50,731 S.F. (1.16 ACRES. TOTAL SITE AREA 110,146 S.F. (2.52 ACRES.) 8.RESULTANT MERGER OF TWO PARCELS WILL BE KNOWN AS 18 POWERHOUSE ROAD. 9.THIS SITE IS NOT WITHIN A FEMA FLOOD HAZARD ZONE PER FEMA MAP 09011C0361J EFFECTIVE DATE 8/5/2013. 10.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'. TECHNICAL DESCRIPTION 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'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' N87° 08' 25"E 35.00' 76.70' S87° 08' 25"W 318.77' Extinguished Property Line Extinguished Property Line LOT 1 145 CT RT 23 LOT AREA = 59,415 S.F. (1.36 Ac) LOT 2 18 POWERHOUSE ROAD LOT AREA = 50,731 S.F. (1.16 Ac) MERGED LOT LOT AREA = 110,146 S.F. (2.52 Ac) POINT OF BEGINNING (P.O.B.) 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 GUTTER LINECONC. WALK PLANTINGAREAOHW OHW 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 8 BREWER ST N/F HICKMAN JEREMY D & MOREAU MELISSA S VOL. 0624, PG. 1177 4 BREWER ST N/F OUIMET MARK S & PATRICIA M VOL. 0605, PG. 0659 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' 21.6'184.6'80.3' 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. Uncasville 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.crd2/26/2026 4:35 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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 02/26/26 02/26/26 02/26/26 02/26/26 02/26/26 02/26/26 02/26/26 02/26/26 02/26/26 02/26/26 04/16/25 C-2.2 02/11/25 02/26/26 R20 LI R-20-M I LI C1 R20 C1 R-20-M 1.THIS PLAN IS FOR THE PROPOSED CONDOMINIUM BUILDINGS WITH PARKING CONSTRUCTION, 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 PLACE2/26/2026 4:41 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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 WNORWICH 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' AD CB CBCBCB CB CB T T T STONE ENTRANCE PILLARS 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 PLACE2/26/2026 4:41 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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.crd2/26/2026 4:42 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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 36 LF 6" Ø SDR-35 @ 0.13 85 LF 6" Ø SDR-35 @0.08 MIN6 LF 8 " Ø SDR-3 5 @ 0 . 0 4 MIN 95 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 95 L.F. LEVEL SPREADER (PHASE 2) TOP = 90.5 INV. = 89.5 OVERFLOW DISTRIBUTION BOX (PHASE 2) 40 - 4 x 4 x 4' PRE-CAST CONCRETE GALLEY'S EMBEDDED IN 1" BROKEN / CLEAN STONE 18' x 42' 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 6" NE OUT = 93.9 48 - 4 x 4 x 4' PRE-CAST CONCRETE GALLEY'S EMBEDDED IN 1" BROKEN / CLEAN STONE 18' x 50' 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 6" E OUT = 98.6 CB 6 (PHASE 2) GRATE 104.8 8" ADS INV. OUT = 100.0 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 12 LF 8" Ø SDR-35 @ 0.12 ROUTE ALL ROOF LEADERS FROM UNITS 1, 2, 3, & 4 ARE ROUTED TO THE GALLEYS (V.I.F.) 2x2 PARTICLE SEPARATOR WITH 2' SUMP TF - 101.8 Inv. In/Out 98.28 70 LF 6" Ø SDR-35@0.027 MIN 1.67' Pipe Separation 0.50' Pipe Separation 25 LF 6" Ø SDR-35 @ 0.086 EROSION CONTROL MATS (SEE DETAIL ON SHEET C-4.2) AD 1 GRATE 103.5 8" ADS INV OUT = 100.2 OUTLET CONTROL STRUCTURE INV IN = 98.6 INV OUT = 102.6 OUTLET CONTROL STRUCTURE INV IN = 93.9 INV OUT = 97.9 SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN W W W W W W W W W W W W 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.crd2/26/2026 4:43 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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 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 MAIN LINE SANITARY CLEANOUT AT 75' MIN. PROPOSED SANITARY CLEANOUT AT 75' MIN. C.O. PROPOSED 6" SAN MAIN (TYP) PROPOSED 6" SAN MAIN (TYP) PROPOSED 6" SAN MAIN (TYP) PROPOSED 4" SAN LATERAL (TYP) PROPOSED 4" SAN LATERAL (TYP) 6" MAIN LINE SANITARY CLEAN OUT 6" MAIN LINE SANITARY CLEAN OUT 6" MAIN LINE SANITARY CLEAN OUT 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.crd2/26/2026 4:44 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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 SFSFSFSFSFSFSFSFSFSFSFSFSFSF 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.crd2/26/2026 4:45 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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.crd2/26/2026 4:45 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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. THE CONTRACTOR SHALL COORDINATE WITH THE MONTVILLE POLICE DEPARTMENT TO DETERMINE THE NECESSARY LEVEL OF TRAFFIC CONTROLS. 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.crd2/26/2026 4:46 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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.crd2/26/2026 4:46 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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. 1'-0"OD 1'-0" 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. 8" Ø 12" SUMP DEPTH 4" MIN ON 8" - 24" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) SEE PLAN FOR INVERT ELEVATION THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT NYLOPLAST DRAIN BASIN WITH DOME GRATE (AD-1) 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) 8" INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. (4) INLET & OUTLET ADAPTERS (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS NOT TO SCALE 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.crd2/26/2026 4:47 PMAPPROVED BY THE MONTVILLE INLAND WETLAND COMMISSION CHAIRMAN DATE EXPIRATION DATE SEC PLAN APPROVAL DATE Staff Comments 02/21/25 Staff Comments 03/07/25 Staff Comments 03/18/25 Staff Comments 03/31/25 Staff Comments 04/16/25 Staff Comments 04/18/25 Conditions of Approval 02/26/26 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