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Home My WebLink About25SITE2 - Site Plan Rev 02-21-2025145 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. 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 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.crd2/21/2025 4:21 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 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 02/21/25 02/21/25 02/21/25 02/21/25 02/21/25 02/21/25 02/21/25 02/21/25 02/21/25 02/21/25 02/02/22 C-2.2 02/11/25 02/21/25 R20 LI R-20-M I LI C1 R20 C1 R-20-M 1.THIS PLAN IS FOR THE PROPOSED CONDOMINIUM BUILDINGS WITH PARKING CONSTRUCTION, SITEUTILITIES, AND MISCELLANEOUS LANDSCAPING. THIS PLAN IS NOT TO BE USED AS A SITE ORCONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FOR BIDDING AND CONSTRUCTION. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OFCONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. THE CONTRACTOR SHALL LOCATE AND VERIFY THE SIZE, LOCATION, DEPTH AND INVERTS OF ANY AND ALLEXISTING UTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIREDTO CONTACT THE ZONING DEPARTMENT, FIRE MARSHALL, AND THE TOLL FREE "CALL-BEFORE-YOU-DIG"PHONE NUMBER AT 1-800-922-4455. 4. THE PROPOSED DEVELOPMENT SHOWN HEREON REQUIRE REVIEW AND APPROVAL BY THE PLANNING ANDZONING COMMISSION. 5. ALL EROSION CONTROLS SHALL BE INSTALLED PER THE REQUIREMENTS OF THE MARCH 30, 2024 CTGUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 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 DATE8/5/2013. 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 PLACE2/21/2025 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 A CONNDOT #SIZES(IN)SUPPORTS 30"131-0552 CONNDOT #SIZES(IN)SUPPORTS SIGN LEGEND CONNDOT #SIZES(IN)SUPPORTS 12"x18"12"x6"1 C RESERVEDPARKING ACCESSIBLEVAN WILL BE FINEDVIOLATORS MININIMUM $150 B CONNDOT #SIZES(IN)SUPPORTS 1 CONNDOT #SIZES(IN)SUPPORTS DONOTENTER 18"x24'' ZONING COMPLIANCE TABLENORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD SAN W WNORWICH NEW LONDON TNPK( ROUTE 32)POWERHOUSE ROAD 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 12x12PATIO 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 EXTG WELLTO BEABANDONED EXTG WELLTO BEABANDONED REMOVABLE BARRIER- USE DURINGEMERGENCY ONLY PROPOSED METERBANK (TYP) CB (TYP) C PROPOSEDACCESSIBLE 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' 10'22'22'18'9'6'9'18'(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 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.crd2/21/2025 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 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 ISNOT TO BE USED AS A SITE OR CONSTRUCTION PLAN. ADDITIONAL DESIGN AND DETAILS REQUIRED FORBIDDING 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 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 REQUIRED TOCONTACT 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 MONTVILLEBUILDING DEPARTMENT. 5. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVEDSOIL EROSION AND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THE CONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THE2002 CONNECTICUT EROSION & SEDIMENTATION GUIDELINES. 6. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCHUPON COMPLETION 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 TOTHE TOWN 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 ISSUANCEOF BUILDING PERMIT. 10. 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 FRAMEHOUSE 6.4'60.9'4.0'4.6'57.5'58.3' 21.6'184.6'FP. 1,382 S.F. FP. 1,536 S.F. MERESTONEHELD MON FND /HELD FIRE HYD D.H. FND 32 LF 10" Ø SDR-35 @ 0.08 75 LF 8" Ø SDR-35 @0.01 MIN6 LF 8" Ø SDR-35@0.01 MIN 70 L.F. LEVEL SPREADER (PHASE 1)TOP = 92.1INV. = 91.1 17 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 = 101.8INV 8" NE IN = 101.8INV 10" OUT = 101.6 CB 6 (PHASE 2) GRATE 104.5 8" ADS INV. OUT = 102.0 CB 4GRATE 101.8 8" ADS INV OUT = 97.0 CB 3GRATE 101.88" ADS INV IN = 97.0 10" ADS INV OUT =96.0 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 8" 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 SEPARATOR WITH 2' SUMP 2x2 PARTICLESEPARATOR WITH 2' SUMP PROPOSED WATER UTILITY GATENEW 12"x2" TAP w/2" VALVE SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN Inv = 98.2 SanOut=98.5 PROPOSED SAN MHT.F. = 97.4INV IN = 93.4INV OUT = XX.XX 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 W EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS EXTG. SANITARYLINE (TBD) SA N SANWWWWWWWWWWWWWW W W EXTG. WATERSERVICE(EXTG LOCATION TBD)ETCETCETCETCETCETCETCETCETCSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANInv = 97.7 Inv = 97.4 Inv =96.7 Inv =96.4 Inv =95.7 San Out = 95.9 San Out = 96.6 San Out = 96.0 San Out = 97.6San Out = 97.9San Out = 98.4 San Out = 99.4 Inv = 99.2 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 Li 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 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.crd2/21/2025 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 NOTES: 1.THIS PLAN IS FOR THE PROPOSED UTILITIES OF THE PROPOSED RESIDENTIAL DEVELOPMENT WITH PARKINGCONSTRUCTION, 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 FORTHE 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 EXISTINGUTILITIES PRIOR TO COMMENCING OPERATIONS. THE CONTRACTOR SHALL ALSO BE REQUIRED TO CONTACT THE TOLLFREE "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 BUILDINGDEPARTMENT. 6. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVED SOIL EROSIONAND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THE CONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THE CONNECTICUT GUIDELINES FOREROSION AND SEDIMENT CONTROL PUBLISHED BY THE CONNECTICUT COUNCIL OF SOIL AND WATER CONSERVATION,JANUARY 1985. 7. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCH UPONCOMPLETION OF CONSTRUCTION. 8. LOT SERVED BY TOWN SEWER SYSTEM AND PUBLIC WATER SUPPLY. APPLICATION WILL BE MADE TO THE WATERPOLLUTION CONTROL AUTHORITY FOR A PERMIT TO CONSTRUCT AND CONNECT WATER AND SEWER LINES TO THEMONTVILLE SEWER SYSTEM. 9. EXISTING UNDERGROUND UTILITY LOCATION TAKEN FROM MAPS PROVIDED BY UTILITY COMPANY AND SEWERDEPARTMENT, PRIOR SURVEYS, AND FIELD MARKINGS. 10. ALL EXISTING UTILITY LINES THAT WILL BE DISCONNECTED MUST BE CAPPED OR TERMINATED ACCORDING TO THE TOWNOF MONTVILLE AND UTILITY COMPANY STANDARDS. 11. IF REQUIRED, ALL EXISTING SANITARY SEWER LINES SHALL BE CAPPED WITHIN 2 FEET OF THE EXISTING SEWER MAIN. 12. ALL ROOF LEADERS SHALL BE PIPED AND CONNECTED TO THE SUBSURFACE DRAINAGE SYSTEM. PIPE ROUTING ANDGUTTER CONNECTIONS SHALL BE DETERMINED BY CONTRACTOR. 13. ALL UNITS ARE DESIGNED TO HAVE SANITARY CONNECTIONS IN EACH BASEMENT AND WILL PUMP UP TO THE MAINLATERAL AT THE FRONT OF THE BUILDINGS. SANITARY LIFT SYSTEMS ARE REQUIRED TO FACILITATE ALL SEWAGEDISCHARGE TO THE TOWN SEWER SYSTEM IN THE STREET. 14. ALL WORK SHALL COMPLY WITH THE FOLLOWING TOWN STANDARDS: 14.1. TOWN OF MONTVILLE SEWER USE RULES AND REGULATIONS. 14.2. TOWN OF MONTVILLE SANITARY SEWER MATERIALS AND CONSTRUCTION STANDARDS. 14.3. TOWN OF MONTVILLE SPECIFICATIONS OF WATER MAINS AND APPURTENANCES. 15. SEWER PIPE TO BE PLASTIC PVC-SDR35. 16. WATER LINES TO BE TYPE K COPPER TUBING. 17. 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 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 PROPOSED SAN MHT.F. = 97.4INV IN = 93.4INV OUT = XX.XX 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 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) SA N SANWWWWWWWWWWWWWW W W EXTG. WATERSERVICE(EXTG LOCATION TBD)ETCETCETCETCETCETCETCETCETCSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANInv = 97.7 Inv = 97.4 Inv =96.7 Inv =96.4 Inv =95.7 San Out = 95.9 San Out = 96.6 San Out = 96.0 San Out = 97.6San Out = 97.9San Out = 98.4 San Out = 99.4 Inv = 99.2 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 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.crd2/21/2025 4:29 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 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. 4. ALL WORK PERFORMED BY THE OWNER / DEVELOPER MUST INCLUDE IMPLEMENTATION OF AN APPROVEDSOIL EROSION AND SEDIMENTATION PLAN IN ACCORDANCE WITH PUBLIC ACT No. 83-388 [PASSED BY THECONNECTICUT GENERAL ASSEMBLY]. THE OWNER / DEVELOPER SHALL BE THOROUGHLY FAMILIAR WITH THECONNECTICUT GUIDELINES FOR EROSION 2002 AS AMENDED. 5. RESTORE ALL DISTURBED AREAS WITH A MINIMUM OF FOUR (4") INCHES OF TOPSOIL, SEED, AND HAY MULCHUPON COMPLETION OF CONSTRUCTION. 6. SEE SHEET C-4.2 FOR EROSION CONTROL NOTES AND DETAILS. 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. MERESTONEFND MON FND /HELD FIRE HYD PROPOSED SILTFENCE (TYP) PROPOSED ANTITRACKING APRONOR EXTG. PAVEMENTAS REQUIRED PROPOSED SILT SACKAND SEDIMENT TRAP(TYP) - LEAVE FRAMESAND GRATES HIGHDURING CONSTRUCTION TEMPORARY SEDIMENT BASIN - ELEVATION ISSUBJECT TO CHANGE THROUGHOUTCONSTRUCTOIN - MINIMUM CAPACITY = 179 CY(4,843 CF MIN) - STABILIZE & RESTORE TO EXTG.GRADE AFTER LEVEL SPREADER HAS BEENINSTALLED SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF PROPOSED ANTITRACKING APRON PROPOSED SILTFENCE (TYP) PROPOSEDDOUBLE 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 .... ...... ........ PUBLIC R O A D GRADATION TABLE TYP ANTI TRACKING APRON DETAIL SCALE: N.T.S. 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.crd2/21/2025 4:29 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 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 D E SI G N S L 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 THOSEOUTLINED IN THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENTATIONCONTROL" 2002 EDITION AS AMENDED TO DATE. THOSE METHODS DEEMED MOSTEFFECTIVE 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 OTHER OBJECTIONABLE MATERIALB.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 OUTLET C.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. 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.crd2/21/2025 4:32 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 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 4 DISTRIBUTION, 20'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 PROPOSED SAN MHT.F. = 97.4INV IN = 93.4INV OUT = XX.XX 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 W EXTG. WELL TO BEABANDONED PERHEALTH DISTRICTREQUIREMENTS EXTG. SANITARYLINE (TBD) SA N SANWWWWWWWWWWWWWW W W EXTG. WATERSERVICE(EXTG LOCATION TBD)ETCETCETCETCETCETCETCETCETCSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANInv = 97.7 Inv = 97.4 Inv =96.7 Inv =96.4 Inv =95.7 San Out = 95.9 San Out = 96.6 San Out = 96.0 San Out = 97.6San Out = 97.9San Out = 98.4 San Out = 99.4 Inv = 99.2 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 (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 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.crd2/21/2025 4:33 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 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 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 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 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 LIGHT FIXTURE (SEELIGHTING SCHEDULE)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.crd2/21/2025 4:33 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 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 SEEPLAN SHEET SU-1AND SU-2 FOR EXTENTS & LIMITS 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" SAND BED FROMMAIN TO METER PIT(GAS LINE ONLY) 1'-0"MIN IN ROCK. 12" 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 3'-6" (FOR GAS & WATER)3'-0" (FOR ELECT.)2'-0" (FOR TEL. & CATV)4" TOPSOIL IN EARTH IN PAVEMENT SEE DETAIL FOR PAVEMENTSECTION 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 6" X 4" TEE "Y" UNDERGROUNDPIPING PIPE SIZE PER PLANSTORM CLEANOUT DETAIL SCALE: N.T.S CLEAN-OUT BOX ISINDEPENDENT OF PIPE 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" PRECAST CONCRETE COVER PRECAST CONCRETE COVER 6" Ø PVC IN INV VARIES (SEE PLAN) INV VARIES (SEE PLAN) GRIT SEPARATOR SCALE: N.T.S. 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.crd2/21/2025 4:33 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 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 LIGHT FIXTURE (SEELIGHTING SCHEDULE)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 MANHOLE WILL BE CLASSEDAND PAID FOR AS MANHOLE CONCRETE OR BRICK INVERTFRAME STEP ALL JOINTS SHALL BE POINTEDFLUSH AND FULL CLASS ''A'' CONCRETE WALLS SHALL BE BUILT OFMASONRY CONCRETE UNITS ORCLASS ''A'' CONCRETE AT THEOPTION OF THE CONTRACTOR. DIAMETER VARIES WITHTHICKNESS OF THE WALL3' (914) TO 4' (1219)5" (152) (TYP.) 1'-0"(305)1'-2" (356) TO 5'-4" (1626)8" (203) 12" (305) (TYP.) 4'-0" (1219) DIA. WALL SHALL BE A MIN. OF 6''(152) WITHMASONARY CONCRETE UNITS. CLASS''A'' CONCRETE WALL SHALL BE 12''(300) THICKWHEN DEPTH OF MANHOLE IS GREATERTHAN 10'(3048) DEEP. MASONRY WALLS SHALL BE PLASTERED OUTSIDE WITH 2:1 CEMENT MORTAR '' (13)THICK. MASONRY MUST BE WET WHENMORTAR IS APPLIED. MASONRY CONCRETE UNITS SHALLBE LAID IN CEMENT SAND MORTAR1:2 MIX. JOINTS SHALL NOT BE OVER ''(13) ON INSIDE FACE 10"(254) 2'-7" (787) MASONARY CONCRETE UNITOR CLASS "A" CONCRETE0.8 XPIPE DIA.PIPE DIA. "/FT "/FT 3 18"(79)3.2'3.5'See Plan