HomeMy WebLinkAboutC-PLN-2101750-Rev for Town Comments 12-10-21originalPREPARED FOR:
OWNER:DEVELOPER:
OCTOBER 29, 2021ISSUE DATE:
DATES
XXXXXXXXXREF(S):
CV210175001CAD FILE:
SCALE: 1"=500'
VICINITY MAP
N.T.S.
LOCATION MAP
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LONG ISLAND SOUND
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MUNICIPAL LOCATIONI S L A N DS T A T E O F R H O D E6
691
91
STATE OF CONNECTICUTSTATE OF NEW YORKUNION
STAFFORD
TOLLAND WILLINGTON
ENFIELD
LOCKS
WINDSOR
EAST
WINDSOR
WINDSOR
ELLINGTON
SOMERS
WINDSORSOUTH
MANCHESTER
WESTHARTFORD EASTHARTFORD
WETHERSFIELD
NEWINGTON
BRITAINNEW
HARTFORD
VERNON
GLASTONBURY
CROMWELL
PORTLAND
71 BERLINSOUTHINGTON
ROCKY HILL
66
5
CHESHIRE
MERIDEN MIDDLETOWN
MIDDLEFIELD
PLAINVILLE
BLOOMFIELD
WOLCOTT
322
BRISTOL
EAST
GRANBY
SUFFIELD
CANTON
SIMSBURY
GRANBY
AVON
FARMINGTON
COLEBROOK
NORTHCANAAN
CANAAN
NORFOLK
WINCHESTER
TORRINGTON
CORNWALL GOSHEN
SALISBURY
SHARON
HARTFORDNEW
LITCHFIELD
HARWINTONWARREN
MORRIS
KENT
PLYMOUTHWATERTOWN
THOMASTON
WASHINGTON
WOODBURY
BETHLEHEM
MIDDLEBURY
WATERBURY
ROXBURY
BRIDGEWATER
SHERMAN
NEW
NEW
MILFORD
HARTLAND
BARKHAMSTED
PROSPECT
BURLINGTON
NAUGATUCK
OXFORD
BEACON
FALLS
SOUTHBURY
SEYMOUR
ANSONIA
BETHEL
NEWTOWN
BROOKFIELD
DANBURY
DERBYREDDING
RIDGEFIELD
FAIRFIELD
THOMPSON
KILLINGLY
PUTNAM
WOODSTOCK
ASHFORD EASTFORD
COVENTRY
MANSFIELD
POMFRET
STERLING
VOLUNTOWN
PLAINFIELD
GRISWOLD
NORTH
STONINGTON
CHAPLIN
WINDHAM
ANDOVER
SCOTLAND
SPRAGUE
COLUMBIA
LEBANON
HEBRON
MARLBOROUGH
BOLTON
LISBONNORWICH
BOZRAH
COLCHESTER
MONTVILLE
SALEMEAST HADDAM
EAST
HAMPTON
HADDAMDURHAM
FRANKLIN
LEDYARD
PRESTON
CANTERBURY
BROOKLYNHAMPTON
STONINGTONGROTON
LONDON
NEW
LYME
OLD LYME
ESSEX
OLD
EAST LYME
SAYBROOK
CHESTER
DEEPMADISON
CLINTON
KILLINGWORTH
RIVER
GUILFORD
WESTBROOK
WATERFORD
WALLINGFORD
NORTH
BETHANY
NORTH
BRANFORD5EASTHAVENNEW
HAVEN
BRANFORD
WOODBRIDGE
SHELTON
MONROE
ORANGE
MILFORDSTRATFORD
EASTON
WESTON
TRUMBULL
WILTON
FAIRFIELD
WESTPORT
BRIDGEPORT
NEW
CANAAN
STAMFORD
DARIEN
GREENWICH
NORWALK
WESTHAVEN
HAMDEN
HAVEN
STATE OF MASSACHUSETTS
100 CONSTITUTION PLAZA, 10TH FLOOR
HARTFORD, CONNECTICUT 06103
(860) 249-2200
(860) 249-2400 Fax
PREPARED BY:
ARCHITECTURE
ENGINEERING
ENVIRONMENTAL
LAND SURVEYING
GARRETT HOMES, LLC
59 FIELD STREET
TORRINGTON, CT 06790
GARRETT HOMES, LLC
59 FIELD STREET
TORRINGTON, CT 06790
DEBORAH PARKER, TRUSTEE OF THE
DORIS ANTONINO FAMILY TRUST
908 CHICKDEE DRIVE
VENICE, FL 34285-6610
2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C
CONTENTS
LP-1
LL-1
EC-1
GD-1
SP-1
DM-1
AL-1
DN-1, 2, 3, 4, 5, 6, 7
ALTA/ACSM LAND TITLE SURVEY
DEMOLITION PLAN
SITE PLAN
GRADING AND DRAINAGE PLAN
SEDIMENT AND EROSION CONTROL PLAN
LANDSCAPING PLAN
LIGHTING PLAN
DETAIL SHEETS
TITLE SHEET
GN-1 GENERAL NOTES
SU-1 SITE UTILITIES PLAN
EC-2 SEDIMENT AND EROSION CONTROL NOTES
EC-3 SEDIMENT AND EROSION CONTROL DETAILS
LL-2 LANDSCAPING DETAILS AND NOTES
CV-1
LAND DEVELOPMENT PLANS FOR
SITE PLAN APPLICATION
PROPOSED RETAIL DEVELOPMENT
1981 NORWICH-NEW LONDON TURNPIKE (ROUTE 32)
MAP 99 / LOTS 61, 62, 64, 66, 67 & 68
MONTVILLE, CONNECTICUT
BS-1 LOT LINE MODIFICATION
NOT FOR CONSTRUCTION
FOR PERMITTING PURPOSES ONLY
TT-1 TRUCK TURN PLAN - WB-67
SD-1 INTERSECTION SIGHT DISTANCE PLAN
CONCEPTUAL FLOOR PLAN
CONCEPTUAL ELEVATIONS REVISION:DECEMBER 03, 2021
DECEMBER 10, 2021
Norwich-New London Turnpike(Connecticut Route 32)Golden Road Site Dec 10, 2021 10:08am ksejdor G:\JOBS21\16\2101750\DWG\AL210175001.dwg Layout: AL-1 24X36 30sc
Desc.
REVISIONS
DateNo.TitleMONTVILLE, CONNECTICUT
ROUTE 32Sheet No.Xref (s): ; XY210175001
AL210175001CAD File:210175010/19/2021562Project No.DateReviewedScaleDrawnSurveyedField Book2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C355 Research Parkway(203) 630-1406Meriden, CT 06450(203) 630-2615 FaxLand Surveying
Environmental
Engineering
ArchitectureDEBORAH PARKER, TRUSTEE OF THE
DORIS ANTONINO FAMILY TRUST
1"=30'PJCKKS/JS.AL-1ALTA/NSPSLAND TITLESURVEYRLGENERAL NOTESMAP REFERENCESLEGENDSCHEDULE B, SECTION II:LANDS OF TITLE COMMITMENT LEGAL DESCRIPTION”””””””””””SURVEYORS PERIMETER LEGAL DESCRIPTIONRevised Legal Description Headers11/30/20211
Revised per Town Comments12/10/2021212/10/2021
Norwich-New London Turnpike(Connecticut Route 32)Edwards StreetPark AvenueGolden RoadSite Dec 10, 2021 10:16am ksejdor G:\JOBS21\16\2101750\DWG\BS210175001.dwg Layout: BS-1 24X36 40sc
Desc.
REVISIONS
DateNo.TitleMONTVILLE, CONNECTICUT
ROUTE 32Sheet No.Xref (s): ; XY210175002
BS210175001CAD File:210175010/26/2021562Project No.DateReviewedScaleDrawnSurveyedField Book2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C355 Research Parkway(203) 630-1406Meriden, CT 06450(203) 630-2615 FaxLand Surveying
Environmental
Engineering
ArchitectureDEBORAH PARKER, TRUSTEE OF THE
DORIS ANTONINO FAMILY TRUST
1"=40'PJCKKS/JS.BS-1LOT LINEMODIFICATIONPLANRLGENERAL NOTESMAP REFERENCESLAND OFAPPROVED BY THE MONTVILLEPLANNING AND ZONING COMMISSIONDATELEGENDZONING INFORMATIONAdded Zoning Information Table11/30/20211
Revised per Town Comments12/10/2021212/10/2021
Norwich-New London Turnpike(Connecticut Route 32)T.A.H.R.R.F.DEMOLITIONPLANDM-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001 ; XY210175001 ; XC210175006 ; XC210175001
CAD File:DM21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DM210175001.DWG.DM-1 24X36 20SC.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
1"=20'
Norwich-New London Turnpike(Connecticut Route 32)1"=20'SITEPLANT.A.H.R.R.F.SP-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001 ; XY210175001 ; XC210175001
CAD File:SP21017500112/10/2021, THOULE, G:\JOBS21\16\2101750\DWG\SP210175001.DWG.SP-1 24X36 20SC.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
2.12/10/2021 REVISED FOR TOWN COMMENTS
M.J.B.
Norwich-New London Turnpike(Connecticut Route 32)1"=20'TRUCKTURNPLANT.A.H.R.R.F.TT-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001 ; XY210175001 ; XC210175001
CAD File:TT21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\TT210175001.DWG.TT-1 24X36 20SC.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
1"=40'INTERSECTIONSIGHT DISTANCEPLANT.A.H.T.A.H.SD-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001 ; XY210175001 ; XC210175001
CAD File:SD21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\SD210175001.DWG.SD-1 24X36 20SC.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS·
Norwich-New London Turnpike(Connecticut Route 32)T.A.H.T.A.H.GRADING ANDDRAINAGEPLANGD-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001 ; XY210175001 ; XC210175001 ; XC210175002 ; XC210175003 ; XC210175004
CAD File:GD21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\GD210175001.DWG.GD-1 24X36 20SC.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
1"=20'
Norwich-New London Turnpike(Connecticut Route 32)1"=20'LANDSCAPEPLANW.E.V.W.E.V.LL-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.CAD File:LL21017500112/3/2021, LWHOLEY, G:\JOBS21\16\2101750\DWG\LL210175001.DWG.LL-1 24X36 20SC.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
NONEW.E.V.W.E.V.LANDSCAPENOTES ANDDETAILSDECIDUOUS TREE PLANTINGSHRUB PLANTINGROOT FLARE DIAGRAMGROUNDCOVER PLANTINGLL-2SEED MIX NOTESLANDSCAPE NOTES” DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.CAD File:LL21017500112/3/2021, LWHOLEY, G:\JOBS21\16\2101750\DWG\LL210175001.DWG.LL-2 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
NONEDETAILS SHEETT.A.H.R.R.F.DN-1DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-1 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS PREPARED SUBGRADECOMPACTED TO 95% MAXDRYDENSITY PER ASTM D15576" GRAVEL SUBBASE COURSE, CTDOT M.02.02 AND M.02.06,GRADING A2" ASPHALT WEARING COURSE, SUPERPAVE S0.375,CTDOT M.04.022" ASPHALT BINDER COURSE, SUPERPAVE S0.375 ,CTDOT M.04.028" PROCESSED AGGREGATE BASE COURSE,CTDOT M.05.016" GRAVEL SUBBASE COURSE, CTDOT M.02.02 AND M.02.06,GRADING A1.5" ASPHALT WEARING COURSE, SUPERPAVE S0.375,CTDOT M.04.021.5" ASPHALT BINDER COURSE, SUPERPAVE S0.375 ,CTDOT M.04.028" PROCESSED AGGREGATE BASE COURSE,CTDOT M.05.01PREPARED SUBGRADE COMPACTED TO 95%MAXDRY DENSITY PER ASTM D1557PREPARED SUBGRADE COMPACTED TO 95%MAXDRY DENSITY PER ASTM D1557
NONEDETAILS SHEETT.A.H.R.R.F.DN-2DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-2 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS PAINTED TRAFFIC ARROW DETAILSACCESSIBLE STALLPARKING STALL LAYOUTTYPICAL HANDICAPN.T.S
NONEDETAILS SHEETT.A.H.R.R.F.DN-3DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/10/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-3 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
2.12/10/2021 REVISED FOR TOWN COMMENTS TRANSFORMER PADTOP SECTIONSIDE VIEWTOP SECTIONNOTES:℄TYPICAL LUMINAIRE MOUNTING DETAILTYPICAL CONCRETE LIGHT POLE BASE DETAILGROUT.REFER TO POLE MANUFACTURER'SDETAIL FOR BASE PLATE AND BOLTPATTERN.LEVELING NUTS & WASHERSBELOW BASE PLATE.PVC SCHEDULE 80 CONDUIT WITHNYLON PULL ROPE.(SEE PLAN BY OTHERS FORQUANTITY AND SIZES).#4 CU GROUND IN 1"SCHEDULE 40 PVC CONDUIT.(4)-1"Øx40" ANCHOR RODS MIN.WITH NUTS AND WASHERS.REFER TO POLE SHOP DRAWINGSFOR ACTUAL ANCHOR ROD SIZESAND LENGTHS.REINFORCED CONCRETE BASE.FINISHEDGRADE.#3 HORIZ. TIES.PROVIDE 3" CLEAR.(6)-#6 VERTICAL REBAR (MIN.),REFER TO SHOP DWG FORACTUAL SIZE.CHAMFER AT TOP EDGE.CONDUIT TO PROJECT MINIMUM OF3"ABOVE TOP OF BASE.PROVIDE SELF LEVELING SEALANTABOVE EXPANSION JOINT AROUND BASE.EXOTHERMIC BOND.5/8" X 10' DRIVENGROUND ROD.WIRING AS SPECIFIED BY OTHERS.HANDHOLE ATBASE.24" DIA.5' MIN. (ACTUAL EMBEDMENT BY DESIGN)3'-0"PROVIDE EMBEDDED PL.WASHERS AND NUTS (TYP.).NOTES:1. CONCRETE POLE BASE DETAIL IS FOR ELECTRICALFEATURES ONLY.2. CONTRACTOR TO PROVIDE SHOP DRAWINGSSIGNED AND SEALED BY A CONNECTICUT LICENSEDENGINEER OF FOUNDATION DESIGN TO THE CIVILDESIGN ENGINEER FOR REVIEW ANDAPPROVAL.3. CONCRETE SHALL BE 4500 PSI COMPRESSIVESTRENGTH.4. ARRANGE CONDUITS SUCH THAT ALL WILL RUNWITHIN POLE BASE OPENING.5. CONCRETE SHALL BE CAST-IN-PLACE IN DRILLEDEXCAVATION.M.J.B.
NONEDETAILS SHEETT.A.H.R.R.F.DN-4DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-4 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS TYPICAL STORM SEWER TRENCH SECTIONELECTRICAL, TELEPHONE AND GAS TRENCH DETAILCLEANOUT IN PAVED AREA
NONEDETAILS SHEETT.A.H.R.R.F.DN-5DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-5 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
NONEDETAILS SHEETT.A.H.R.R.F.DN-6DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-6 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS SIDE VIEWSECTION A-AAANOTE:PART NUMBERS WILL VARY BASED ON INLET PIPE MATERIALS.CONTACT STORMTECH FOR MORE INFORMATION.CHAMBERMAX DIAMETER OFINSERTA TEEHEIGHT FROM BASE OFCHAMBER (X)SC-3106" (150 mm)4" (100 mm)SC-74010" (250 mm)4" (100 mm)DC-78010" (250 mm)4" (100 mm)MC-350012" (300 mm)6" (150 mm)MC-450012" (300 mm)8" (200 mm)INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPSGASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON(X)INSERTA-TEE SIDE INLET DETAILCONVEYANCE PIPEMATERIAL MAY VARY(PVC, HDPE, ETC.)INSERTA TEECONNECTIONPLACE ADS GEOSYNTHETICS 315 WOVENGEOTEXTILE (CENTERED ON INSERTA-TEEINLET) OVER BEDDING STONE FOR SCOURPROTECTION AT SIDE INLET CONNECTIONS.GEOTEXTILE MUST EXTEND 6" (150 mm)PAST CHAMBER FOOTINSERTA TEE TO BEINSTALLED, CENTEREDOVER CORRUGATIONDO NOT INSTALLINSERTA-TEE ATCHAMBER JOINTS6SC-740 TECHNICAL SPECIFICATIONSPART #STUBABCSC740EPE06T / SC740EPE06TPC6" (150 mm)10.9" (277 mm)18.5" (470 mm)---SC740EPE06B / SC740EPE06BPC---0.5" (13 mm)SC740EPE08T /SC740EPE08TPC8" (200 mm)12.2" (310 mm)16.5" (419 mm)---SC740EPE08B / SC740EPE08BPC---0.6" (15 mm)SC740EPE10T / SC740EPE10TPC10" (250 mm)13.4" (340 mm)14.5" (368 mm)---SC740EPE10B / SC740EPE10BPC---0.7" (18 mm)SC740EPE12T / SC740EPE12TPC12" (300 mm)14.7" (373 mm)12.5" (318 mm)---SC740EPE12B / SC740EPE12BPC---1.2" (30 mm)SC740EPE15T / SC740EPE15TPC15" (375 mm)18.4" (467 mm)9.0" (229 mm)---SC740EPE15B / SC740EPE15BPC---1.3" (33 mm)SC740EPE18T / SC740EPE18TPC18" (450 mm)19.7" (500 mm)5.0" (127 mm)---SC740EPE18B / SC740EPE18BPC---1.6" (41 mm)SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)CHAMBER STORAGE45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)WEIGHT75.0 lbs.(33.6 kg)*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERSPRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE-CORED END CAPS END WITH "PC"90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHBUILD ROW IN THIS DIRECTIONAACB51.0"(1295 mm)30.0"(762 mm)45.9" (1166 mm)12.2"(310 mm)29.3"(744 mm)OVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START END2SC-740 6" (150 mm) INSPECTION PORT DETAILCONCRETE SLAB8" (200 mm) MIN THICKNESS* THE PART# 2712AG6IPKIT CAN BEUSED TO ORDER ALL NECESSARYCOMPONENTS FOR A SOLID LIDINSPECTION PORT INSTALLATION6" (150 mm) INSERTA TEEPART# 6P26FBSTIP*INSERTA TEE TO BE CENTERED ONCORRUGATION CRESTPAVEMENTCONCRETE COLLARCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS12" (300 mm) NYLOPLAST INLINE DRAINBODY W/SOLID HINGED COVERPART# 2712AG6IP*SOLID COVER: 1299CGC*6" (150 mm) SDR35 PIPESC-740 CHAMBER18" (450 mm) MIN WIDTH4SC-740 CROSS SECTION DETAILACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS",OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILLMATERIALS.4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIALREQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE.2,318"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm)DCBA12" (300 mm)ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm)51" (1295 mm)6"(150 mm)*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 5)SC-740 END CAPSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER30"(762 mm) 6" (150 mm)1INSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ONMAINTENANCE LOGA.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS(OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B.ALL ISOLATOR ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE ISPREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVALBASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE ISNECESSARY.SUMP DEPTH24" [600 mm]CATCH BASINOR MANHOLESC-740 END CAPINSPECTION PORTSC-740 CHAMBERCOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDECATCH BASIN STRUCTURE WITH SILT SACKINSTALLED DURING CONSTRUCTION24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSELEVATED BYPASS MANIFOLDSC-740 ISOLATOR ROW DETAIL3ADVANCED DRAINAGE SYSTEMS, INC.STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-740.2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTPANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATIONREQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVELOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLEPRESENCES.5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARDSPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATERCOLLECTION CHAMBERS".7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBERMANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVALBEFORE DELIVERING CHAMBERS TO THE PROJECT SITE:a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATESTHAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATESTHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12,ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED ASPART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.c.STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HASCOMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THESITE DESIGN ENGINEER.9.PROVIDE "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED INACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTIONGUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND ISNOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDERTHE STORMTECH STANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FORCONSTRUCTION EQUIPMENT.
NONEDETAILS SHEETT.A.H.R.R.F.DN-7DesignedReviewedProject No.ScaleDrawnDate210175010/29/2021Desc.
REVISIONS
DateNo.TitleMONTVILLE, NEW LONDON COUNTY, CONNECTICUT
1967-1981 ROUTE 32Sheet No.Xref (s): ; BD210175001
CAD File:DN21017500112/3/2021, THOULE, G:\JOBS21\16\2101750\DWG\DN210175001.DWG.DN-7 24X36.2021 BL COMPANIES, INC. THESE DRAWINGS SHALL NOT BE UTILIZED BY ANY PERSON, FIRM OR CORPORATION WITHOUT THE SPECIFIC WRITTEN PERMISSION OF BL COMPANIES.C100 Constitution Plaza, 10th Floor(860) 249-2200Hartford, CT 06103(860) 249-2400 FaxLand Surveying
Environmental
Engineering
ArchitecturePROPOSED RETAIL DEVELOPMENTNOT FOR CONSTRUCTIONFOR PERMITTING PURPOSES ONLY1.12/03/2021 REVISED FOR TOWN COMMENTS
Dollar GeneralMontville, CTExterior Photometric LayoutDesignerEric Young CSLT,CLCP, CLMCDate10/28/2021ScaleAs ShownDrawing No.EL - PhotometricSummaryDollar General -Montville, CT -Exterior PhotometricLighting Layout v1.00.10.10.10.10.10.20.51.22.93.91.60.40.10.10.10.10.10.10.20.51.33.712.414.73.71.00.30.10.10.10.10.10.20.40.71.43.17.211.69.34.01.50.60.30.20.10.10.10.10.20.30.50.81.31.82.32.21.61.00.70.50.30.20.10.10.10.10.20.30.50.81.01.21.21.11.00.80.80.60.50.30.20.10.10.10.10.30.81.93.84.23.32.92.52.11.81.10.70.50.30.10.10.10.10.52.311.218.47.68.814.59.14.61.71.00.90.50.212.96.01.71.31.81.10.118.16.31.62.04.73.00.28.94.61.72.910.97.30.10.10.10.18.54.01.63.09.14.70.10.10.10.115.34.01.52.03.01.10.10.20.30.314.83.51.31.10.90.30.10.30.91.47.52.81.00.60.30.10.10.51.95.07.12.30.80.30.20.10.10.51.410.11.90.60.20.10.10.10.30.512.37.21.40.50.20.10.10.10.22.82.70.90.30.10.10.10.10.10.81.00.50.20.10.10.30.50.30.10.10.10.20.20.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.026.8HHHGGHHGHB-SSHB-SS-BHPlan ViewScale - 1" = 25ftHHHGGHHGHB-SSHB-SS-BHNorth West ViewScheduleSymbol Label Quantity Manufacturer DescriptionLumensPer LampWattage3 SHENZHEN SNC OPTOELECTRONIC CO.,LTDSNC-FWP01-40CT4A1-40 4861 40.45 ASMART LIGHT CO., LTD PRO-SG11-150WCT3A1 15704 153.31 ASMART LIGHT CO., LTD PRO-SG11-150WCT3A1 with SIDE SHIELDS 15704 153.31 ASMART LIGHT CO., LTD TWO PRO-SG11-150WCT3A1 with SIDESHIELDS15704 306.6Luminaire LocationsLabel MH Orientation TiltG 16.50 7.35 0.00G 16.50 7.35 0.00G 16.50 188.13 0.00H 16.50 7.35 0.00H 16.50 7.35 0.00H 16.50 7.35 0.00H 16.50 277.13 0.00H 16.50 277.13 0.00HB-SS 20.00 186.77 0.00HB-SS-BH 20.00 95.95 0.00RETAIL DEVELOPMENT
Proposed Floor Plan
Boston + Brockton
142 Crescent Street
Brockton, MA 02302
508.583.5603bkaarchitects.com
SCALE:1/8"-1'-0"
PROPOSED FLOOR PLAN1
SCALE:NOTED 1 OF 1
PROJECT NO:
DRAWN BY:28, October 2020 DSG
211141
Montville, CT Retail Building Conceptual Scheme
1967 Route 32. Montville ,CT
Prepared For Garrett Homes
EXTERIOR FINISH SCHEDULE
MATERIAL/ MFG.TAG COLOR/ NO.NOTES
X2
X3
X4
STANDARD METAL
PANEL
COLOR: CHARCOAL
GRAY
FINISH BY PEMB
STANDARD ENTRY
DOORS
COLOR: DARK
BRONZE
PRE-FINISHED
SLIDING DOORS
EPDM ROOF
MEMBRANE
COLOR: BLACK PREFINISHED
X5 THIN BRICK
MASONRY
X6 MTL GUTTERS,
DOWNSPOUTS
COLOR: CHARCOAL
GRAY
FINISH BY PEMB
X7 MTL COPING COLOR: CHARCOAL
GRAY
FINISH BY PEMB
X8 MTL COPING COLOR: ARCTIC
WHITE
FINISH BY PEMB
X9 STOREFRONT AS
SCHEDULED
COLOR: DARK
BRONZE
LIGHT GRAY
SPANDREL
X10 HARDIE TRIM COLOR: WHITE
TO MATCH
PAINTED
X8
PRE-FINISHEDX1COLOR: NIGHT
GRAY
HARDIE-BOARD
LAPBOARD
COLOR: TAVERN
FLASH
PREFINISHED
ASPHALT SHINGLES COLOR: PEWTER
GREY
GAF
TIMBERLINEX11
METAL DOOR &
FRAME
COLOR: TO
MATCH
PAINTEDX12X2
X13 PRE-FAB SHUTTERS COLOR: TO
MATCH
PAINTED
X1
X14 PRE-FAB COPULA COLOR: WHITE GC TO CLAD
WITH X11
X2
ROOF TOP UNIT
TYP
18'-0"X4X14 X8X8X7X7
X2
X6
14'-0"X4
ADDRESS #18'-0"X1 X3X5 X5X9
X8
X10 X10X14
X13X10
X6
X8
X9X13 X10X10X10
14'-0"18'-0"X9 X9 X9X10X10X10
EGRESS DOOR
X12
X4 X4X8X8
X6 X6
ROOF TOP UNIT
BEHIND SCREEN
SHOWN DASHED
TYP
X6
ROOF TOP SCREEN
TYP
11'-714"28'-134"3'-0"12'-0"
X10
X14
X11
X11
X6X6 X634'-214"RECEIVING DOOR 11'-714"28'-134"18'-0"3'-0"3'-0"12'-0"
X2 X5X5X5X2X2
X10
X14
X9 X9 X9
X8 X8X8
X10 X10 X10
X11
X11
X12
RE: LIGHTING FIXTURES SHOWN
DIAGRAMMATICALLY RE: CIVIL
PHOTOMETRIC PLAN FOR
LIGHTING LOCATIONS
RE: LIGHTING FIXTURES SHOWN
DIAGRAMMATICALLY RE: CIVIL
PHOTOMETRIC PLAN FOR
LIGHTING LOCATIONS
ROOF TOP UNIT
BEHIND SCREEN
SHOWN DASHED
TYP
ROOF TOP SCREEN
TYP
34'-214"Proposed Elevations
SCALE:NOTED 1 OF 1
PROJECT NO:
DRAWN BY:30, November, 2021 DSG
211141
Montville, CT Retail Building Conceptual Scheme
1967 Route 32. Montville ,CT
SCALE:1/8"-1'-0"
PROPOSED SIDE ELEVATION (Roof Drainage Side.) 3
Boston + Brockton
142 Crescent Street
Brockton, MA 02302
508.583.5603bkaarchitects.com
SCALE:1/8"-1'-0"
PROPOSED SIDE ELEVATION (Recieving Side)4
SCALE:1/8"-1'-0"
PROPOSED REAR ELEVATION1
SCALE:1/8"-1'-0"
PROPOSED FRONT ELEVATION (Route 32.) 2
Prepared For Garrett Homes