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HomeMy WebLinkAbout23-32P The Restaurants - EW Unit 5 Site Plan TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application Number: Official Receipt Date: ! VPC Application #: APPLICANT: O'Evergreen, LLC PROJECT NAME: Site Plan of Development for Proposed Restaurants COMPLETE LOCATION OF PROPERTY: Cedar Avenue and Buckland Road OWNER OF RECORD ON LAND RECORDS: Same as applicant OWNER ADDRESS: 800 Kelly Way, Holyoke, MA 01040 GIS PIN # 3130000 ZONE GD (Buckland Road Gateway Development Zone) NAME, ADDRESS, TELEPHONE & EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Agent- Rock Emond, SLR Consulting, 99 Realty Drive, Cheshire, CT 06410, (203)271-1773, remond@slrconsulting.com Estimated presentation time: THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ❑ Special Exception to Table (Public Hearing and Certificate of Mailing Required) ❑ Site Plan of Development ❑ New ® Modification Building(s) Sq Ft Existing Bank=2,000 General Plan of Development Proposed 3 buildings= 10,725 ❑ Total on site= 12,725 ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing Required) for ❑ Temporary and Conditional Permit Renewal for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Horne Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NOTE: An Application Pending Sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. ---,(, 1/ s Signature of Applicant ( Signature of Property Owner r,�S�Iilzwl OA.1VA) 07C11 n s Print Name of Applicant ®-Co vN of 'De�9., Print Name of Property Owner Revised 2/26/2021 ®' 'Eve r re e v\ 1-LC--S 1 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT_____________________________________________________________ PROJECT NAME_________________________________________________________ This checklist must be signed by plan preparer (P.E./L.S.) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. _____ 1. On each sheet for plans or maps, title block with the following information: _____ a. Name, address and telephone of applicant. _____ b. Name, address and telephone number of Land Surveyor or Professional Engineer. _____ c. Name of Development. _____ d. Date when drawings were made. _____ 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 feet or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. _____ a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. _____ b. Outline of buildings. _____ c. Layout of streets. _____ d. Surrounding property boundaries within 500 feet. _____ e. Names of abutting property owners. _____ f. Proposed open spaces and recreation areas. _____ g. Driveway cuts on abutting properties and any properties across from proposed site. _____ h. Distance to and name of nearest intersection street. _____ 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 2 _____ 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 inch equals 40 feet on either of the following size sheets: (1) 24" x 36" with a 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the following data: _____ a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. _____ b. Proposed streets and street lines with center line station, curve data, and parking spaces. _____ c. Building lines in accordance with zoning regulations. _____ d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). _____ e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Easement Date Filed Vol/Pg _____ f. Names of abutting property owners. _____ g. Monuments will be indicated at corners and angles of all streets and at all points of curvature and tangency. The monumented points within proposed site shall be coordinated. These coordinates shall appear in tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. _____ h. All open space or other common or public land uses shall be indicated. _____ i. A-2 certification; P.E./L.S. Seal. _____ 5. Topographic Map: A map drawn to a scale of 1 inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall in addition to the requirements of the plot plans show the following: _____ a. All existing and proposed buildings. _____ b. Curb Lines and pavement width, sidewalks. _____ c. Existing and proposed sanitary sewers. _____ d. Existing and proposed water and all existing utilities. 3 _____ e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. _____ f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations. _____ g . Regulated wetlands and 100-year floodplain or note that none are present. _____ h. Proposed storm drainage system, showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only top of frame elevations and inverts of open discharge pipe shall be shown on this plan. _____ i. Connections of all springs into proposed storm drainage system as needed. _____ j. Location and indications of existing brook channels, and 100-year flood limits. _____ k. A-2 & T-2 Certification; P.E & L.S. Seals. _____ 6. Landscaping plan _____ 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. _____ 8. Traffic Report _____ 9. Site Lighting Plan _____ 10. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: _____ a. Layout of streets in sections coordinated by stations with the profile. _____ b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. _____ c. Sight line at driveway & street intersections. 4 _____ d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. _____ e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame elevations, sizes, lengths and slopes of pipes. _____ f. Where any storm drainage line discharges into an existing brook sufficient profile of this brook will be shown to determine conditions. _____ g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. _____ h. Profiles shall show all sanitary sewer lines and manholes, including elevations, (inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown. _____ 11. Open Space Site Improvement Plans: For sites which require or include a provision for open spaces, a plan which contains data for site improvement may be required. This map shall be drawn to a scale of 1 inch equals 40 feet. _____ 12. Sanitary Report: Where individual sanitary sewage disposal systems are proposed, the final plans shall include a Sanitary Report certified by a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. _________________________ _____________________________ PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 SLR International Corporation 99 Realty Drive, Cheshire, Connecticut, 06410 1 August 7, 2023 Dear Property Owner, RE: Proposed Restaurants Evergreen Walk – Unit 5 Cedar Avenue and Buckland Avenue South Windsor, CT 06002 SLR Project No.: 141.21167.00001 In accordance with Section 8.7 of the Town of South Windsor Zoning Regulations, you are hereby notified that an application has been filed on the property abutting yours and is subject to a hearing by the Planning & Zoning Commission. The application and plans are on file with the South Windsor Planning Department. As an abutting property owner you are invited to the hearing to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For additional information regarding the specific date this application will be heard, please contact the South Windsor Planning Department (860) 644 -2511, ext. 329 or visit: www.southwindsor-ct.gov/planning-department/pages/pending-and-recently-approved- applications. Sincerely, SLR International Corporation On behalf of the O’Connell Development Group DDEV EV COTTONWOOD LANEUNIT3CEDAR AVENUE500' OFFSETUNIT3UNIT 12UNIT 2UNIT 10UNIT 12UNIT 2UNIT 10GTAOAOAOAOAOAOGTGTGTAAAAAAAAAAAAAAAAAAAAAAAAAAAOAOAOAOAOGTAA2AAAAAAAOAOAOAOAAAAAATITITITITITIUNIT5BUCKLAND ROADTTEV EV MPDIGITALPICKUPAHEAD EVEVEVEV KEY MAP/PROJECT SITE VICINITY MAP:PREPARED BY:CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT21167.00001JULY 12, 2023REVISED: AUGUST 7, 2023OWNER/APPLICANT:O'EVERGREEN, LLC800 KELLY WAYHOLYOKE, MA 01040LIST OF DRAWINGS01TITLETITLE SHEET02EXEXISTING CONDITIONS03LASITE PLAN - LAYOUT & LANDSCAPING04GUSITE PLAN - GRADING & UTILITIES05SESEDIMENT AND EROSION CONTROL PLAN06SE-2SEDIMENT AND EROSION CONTROL DETAILS07SD-1SITE DETAILS08SD-2SITE DETAILS09SD-3SITE DETAILS10SD-4SITE DETAILS11SD-5SITE DETAILS0'100'200'01/2"1"0'500'1000'01/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMPROPOSED RESTAURANTSZONING DATA TABLEZONEGDSITE USERESTAURANT - FAST CASUAL, RETAIL, BANK (PREVIOUSLY APPROVED)REQUIREDEXISTING -BANKAPPROVED -FULLBUILD-OUTPROPOSEDMIN LOT AREA3 acres5.779 ACRES5.779 ACRESNO CHANGEMIN FRONTAGE200'520'520'NO CHANGEMIN LOT DEPTH200'440'440'NO CHANGEMIN FRONT SETBACK65'98.2'98.2'NO CHANGEMIN SIDE SETBACK 125'31.7'31.7'NO CHANGEMIN REAR SETBACK 110'>10'>10'NO CHANGEMAX IMPERVIOUSCOVERAGE 260%15.6%49.7%53%MAX BUILDING HEIGHT 360 FEET/4 STORIES FOR ANY BUILDING THAT IS AT LEAST 125FEET FROM A PUBLIC STREET RIGHT-OF-WAY30 FEET/2 STORIES FOR ANY BUILDING LOCATED WITHIN 125FEETOF THE PUBLIC STREET RIGHT-OF-WAY±20'±20'±20.7'PARKING GENERATIONFINANCIAL: 1 SPACE PER 250 SQ. FT. OF GFA PLUS 1 PEREMPLOYEE (1/250*2,000 + 4 = 12)RESTAURANT: 1 SPACE PER 50 SQ. FT. OF GFA(1/50*(2,325+5,000+2400) = 195)RETAIL: 1 SPACE 200 SQ.FT. OF GFA(1/200*1000 = 5)TOTAL REQUIRED = 212 * 0.95 = 191152402191EVSE PARKING SPACES 4-NONE REQUIRED FOR 1-15 SPACES-FOR >16 SPACES, PROVIDE 3% OF PARKING TOTAL (ROUNDEDUP) FOR APPLICATIONS BETWEEN 2012-2023 = 0.03*1915 = 6SPACES2106LANDSCAPINGSEE NOTE 3NOTE:1. SIDE OR REAR YARDS MAY BE IGNORED ALONG COMMON BOUNDARIES OF CONSOLIDATED LOTS. (ZONING REGULATION4.2.7.D)2. REFLECTS FULL BUILD-OUT CONDITIONS APPROVED MARCH 15, 20223. SEE LAYOUT AND LANDSCAPING PLAN - SHEET LA FOR LANDSCAPING COMPLIANCE4. DISTANCE MEASURED FROM THE AVERAGE FINISHED GRADE WITHIN 10 FEET OF THE WALLS TO THE MEAN LEVEL BETWEEN THEEAVES AND RIDGE FOR GABLE, HIP OR GAMBREL ROOFS.5. A MODIFICATION/REDUCTION OF 10% OF THE REQUIRED PARKING MEETING SECTION 6.4.9 OF THE TOWN OF SOUTHWINDSOR ZONING REGULATIONS REQUESTED.GENERAL NOTES1.REFERENCES ARE MADE TO THE FOLLOWING MAPS:A.BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON AN A-2 / T-2 SURVEY PREPARED BY SLRINTERNATIONAL CORPORATION, ENTITLED "TOPOGRAPHIC SURVEY". DATED: OCTOBER 19, 2021 AT ASCALE OF 1"=40'.B."SITE PLAN OF DEVELOPMENT FOR PEOPLESBANK, CEDAR AVE AND BUCKLAND RD, SOUTH WINDSOR,CONNECTICUT", DATED: JANUARY 18, 2022, SCALE: 1"=30', PREPARED BY: SLR INTERNATIONALCORPORATION.2.HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NAVD 1988.3.INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLEINFORMATION, MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THELOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL"CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR RESOLUTION.4.SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATAWHICH HAVE BEEN SUPPLIED BY OTHERS.5.ALL UTILITY SERVICES ARE TO BE UNDERGROUND. EXCEPT WHERE OVERHEAD PIPE BRIDGES CONNECTBETWEEN BUILDINGS. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GASARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.6.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.7.SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THESEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENTCOVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALLCONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, AND INALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.8.ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH GRASS OR SODDED,AS SHOWN ON THE PLANS.9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10.ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSORREQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM818 AND ADDENDUMS11.THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, ANDSTATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, ANDLOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTIONOF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORKWHICH DOES N0T CONFORM TO LOCAL CODE.12.ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINERAND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON-WORK HOURS.13.THE BUILDING IS TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER.14.COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THEPERMITTEE.15.THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE SILTATION CONTROL UNTILALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.16.PLANS PREPARED FOR REGULATORY APPROVAL ONLY.MESSIAH EVANGELICAL LUTHERANCHURCH300 BUCKLAND ROADSOUTH WINDSOR CT 06074WOLF & GUERRA LLC (252 BUCKLAND ROAD)989 ELLINGTON RDSOUTH WINDSOR CT 06074&BUCKLAND GATEWAY LLC (274 BUCKLAND ROAD)6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032BUCKLAND GATEWAY LLC6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032ROUNSEVILLE MARRION & ROYTRUSTEES206 BUCKLAND ROADSOUTH WINDSOR CT 06074BUCKLAND EAST LLC6 EXECUTIVE DRIVEFARMINGTON CT 06032KRISHRELTIC LLC213 WEST STREETBOLTON CT 06043EXISTING BANKPROPOSED RESTAURANTLOCATION MAPSCALE: 1"=1000'70.56870DHYHYD1009870.5GVWVGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDPROPOSED RESTAURANTPROPOSED RESTAURANT C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)134136138140142144146148150152150148146144142140138136140138142144146148150152152154154wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron Water141143139137139141143145147133147151147151149137135TEV EV 133.174134.681136.013MPEEEEEEEEEEEEEEEEEAPPROVED BANK AND ROAD LAYOUTCURRENTLY IN CONSTRUCTIONSHOWN FOR INFORMATIONEXISTING BANK2,000 S.F.SHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'EXISTING CONDITIONSSHEET NO.DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.0000102 OF 11SOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADP&Z SUBMISSIONLCD08/07/2023 TEV EV TTEV EV MPDIGITALPICKUPAHEADE VEVEVE V CHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFC E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser52776"6"6"6"6"GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"Easement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)Bit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Limit of Ordinary HighWater (See SurveyNote 18)Bit. Parking40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PINArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-115GTAOAO5HVAOAOAOAOGTGTGTAAAAAAAAAAAAAAAAAAAAAAAAAAAOAOAOAOAOGTAA26IW1IV1IV8IW5IS3VL4VL3AM3IS1IV3IW3AM3VBAAAAAAAOAOAOAOAAAAAATITITITITITI100' UPLAND REVIEW AREA9'9'9'18'24'12'12'85'158'78'42'14'X20' DUMPSTERMOBILEPICKUPSPACEACCESSIBLEPARKINGSPACES36" X 36" CLEARANCE FORCONTROL BOXDRIVE THRU CONCRETE5-PANEL MENU BOARD &ORDER POINT WITH CANOPYPRE-MENU BOARD& BOLLARDPROTECTIVE BOLLARDSIGN - DTCLEARANCE BAR& BOLLARDTRANSFORMERSITE LIGHTPATIOMOBILE PICKUPONLY LANE12'W X 44'LCONCRETEDRIVE AISLEPATIO RAILING WITHILLUMINATION14'X20' DUMPSTERENCLOSUREPLAZA LIGHTCONCRETEPATIOBYPASS LANECONCRETECURB (TYP.)PAINTEDCROSSWALK(TYP.)CLEARANCEBARDROP RAMPSITE LIGHT (TYP.)LOOP DETECTOR CONDUIT6 DEFERREDPARKING SPACES10 DEFERRED PARKING SPACESSPEED TABLENUMBEREDPULL-IN SPACE(TYP. OF 3)SPEED TABLERELOCATE EXISTINGLIGHT POLEORNAMENTALFENCE (TYP.)10'12'24'8'8'10'9'18'12'18'24'3461991131461119813123698'32'94'84'15PROTECTIVE BOLLARDELECTRICALVEHICLECHARGINGSPACE (TYP.)24'24'BYPASS LANE6-D89685-D5-D10'5'10'9'8'10'10'9'ELECTRICALVEHICLECHARGINGSPACE (TYP.)10'X20' DUMPSTERENCLOSURETREESQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAA19Acer rubrum 'Armstrong'Armstrong Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AO15Acer rubrum 'October Glory'October Glory Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AA21Amelanchier arboreaDowny Serviceberry6`/7` HT.B&BMULTI-STEMGT5Gleditsia triacanthos f. inermisThornless Honey Locust3.0" Cal.B&B6` MIN. BRANCHING HT.TI6Thuja x 'Green Giant'Green Giant Arborvitae8`/10` HT.B&BFULL & DENSESHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAM6Aronia melanocarpaBlack ChokeberryCont.#3FULL & DENSEHV5Hamamelis virginianaCommon Witch HazelCont.#5FULL & DENSEIS8Ilex glabra 'Shamrock'Shamrock Inkberry HollyCont.#5FULL & DENSEIV3Ilex verticillata 'Jim Dandy'Jim Dandy WinterberryCont.#3FULL & DENSEIW17Ilex verticillata 'Winter Red'Winter Red WinterberryCont.#3FULL & DENSEVL7Viburnum lentagoNannyberryCont.#5FULL & DENSEVB3Viburnum prunifoliumBlackhaw ViburnumCont.#5FULL & DENSEPLANT SCHEDULESHEET NAMEDATELA-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - LAYOUT & LANDSCAPINGSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.03 OF 11DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PLANTING NOTES1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISENOTED. THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTHOF SCREENED TOPSOIL, AS SPECIFIED, FOR ALL LAWN AREAS.AS NOTED ON THE DETAILS, SUBGRADE BENEATH PROPOSEDLAWN AREAS SHALL BE LOOSENED OR SCARIFIED TO A MINIMUMDEPTH OF 24 INCHES.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OFTOPSOIL.4.THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OFSHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. MULCHED PLANT BEDS SHALL EXTEND 12" FURTHERTHAN THE ADJACENT PLANTINGS. NO DYED MULCH.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY ATTIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARESUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT.7.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR APERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENTOF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BYTHE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OFTHE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANTLIST.8.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING ANDSHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT AT THE END OF THE WARRANTY PERIOD.MAINTENANCE SHALL INCLUDE WATERING, MULCHING,TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK ORDEAD PLANTS, RESETTING PLANTS TO PROPER GRADE ORUPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, ANDALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTSPROVIDED SHALL BE OF THE LARGER SIZE.10.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWINGSEASON.11.TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOTZONES DURING CONSTRUCTION AS SHOWN ON PLANS.LAYOUT NOTES1.CONCRETE SIDEWALKS, SHALL INCORPORATE ISOLATION JOINTS AND SCORE JOINTS PER THESPECIFICATIONS AND DETAILS, TYPICALLY NO MORE THAN 144 SQUARE FEET SHALL CONSTITUTE ACONTIGUOUS SLAB. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR INTERFACE AGAINST THEBUILDING.2.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.3.FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDING, REFER TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.4.ALL PROPOSED CURBING SHALL BE PRECAST CONCRETE CURB UNLESS OTHERWISE NOTED.5.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTINGROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCH THE LINE AND GRADE OF THEEXISTING SITE AMENITY.6.SITE LIGHTS DEPICTED WITH IN LAWN/LANDSCAPE AREAS SHALL MAINTAIN A 4"-6" FOUNDATIONREVEAL MAXIMUM, SITE LIGHTS DEPICTED IN PARKING LOTS SHALL HAVE A 3' EXPOSED HEIGHTCONCRETE FOUNDATION. SEE SITE ELECTRICAL PLAN FOR MORE INFORMATION.7.WHERE WALK AND PAVED DRIVE ARE SPECIFIED TO BE FLUSH, A FLUSH (FULL DEPTH) CONCRETE CURB SHALL ALSO BE INSTALLED.SEED MIXNEW ENGLAND WILDLIFE/CONSERVATION(OR APPROVED EQUAL)PLANTSGRAY DOGWOOD - SWIDA RACEMOSARED OSIER DOGWOOD - SWIDA SERICEA1.OWNER TO RETAIN QUALIFIED ECOLOGIST/BOTANIST TO FIELD IDENTIFYINVASIVE NON NATIVE VEGETATION WITHIN MANAGEMENT AREA. THEINVASIVE NON NATIVE VEGETATION SHALL BE MARKED IN THE FIELD WITHCOLORED FLAGGING FOR MANAGEMENT/REMOVAL.2.CONTRACTOR TO REMOVE MARKED VEGETATION USING MECHANICALMETHODS. ALL NON NATIVE VEGETATIVE MATTER/MATERIAL SHALL BEREMOVED FROM SITE AND DISPOSED OF AT AN APPROPRIATE APPROVEDFACILITY. NO BURYING OR COMPOSTING OF INVASIVE VEGETATIVE MATTERIS PERMITTED ON SITE. INSTALLATION OF GEOTEXTILE SILT FENCE ALONGTHE PERIMETER OF THE MANAGEMENT AREA WILL BE REQUIRED IF THEINVASIVE SPECIES REMOVAL AREA HAS ANY EXPOSED SOIL FOLLOWINGVEGETATION REMOVAL.3.RESTORATION PLANTINGS TO BE INSTALLED AT THE DIRECTION OF THEQUALIFIED ECOLOGIST/BOTANIST AND ONLY AFTER AREA HAS BEENPROPERLY CLEARED OF INVASIVE NON NATIVE VEGETATION.INVASIVE SPECIES MANAGEMENT NOTES AND PLANTINGSLANDSCAPING TABLE -RESTAURANTREQUIREDPROPOSEDINTERIOR LANDSCAPING(SECTION 6.4.6A)10% OF OVERALL PARKING SF(65,338 SF X 10%= 6,533.8 SQ FT)11,220 SFINTERIOR REQUIRED TREES(SECTION 6.4.6A)1 TREE PER 10 SPACES(191 SPACES/10= 19.2 TREES)28 INTERIORTREESP&Z SUBMISSIONLCD08/07/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 133.174134.681136.013140150150145145145140135150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE100' UPLAND REVIEW AREAHYDMPMPMPMPWVWVWVWVcowvwvwvHYDMPwvwvMPwvTTEV EV ???MPDIGITALPICKUPAHEADE VEVEVE V CHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFDCCB 12T.F.=142.0INV.=136.5(NE)INV.=136.5(NW)CCB 8T.F.=141.8INV.=137.5(NW)INV.=137.5(SE)CCB 15T.F.=144.2INV.=141.2(SW)CCB 18T.F.=140.1INV.=136.8(W)CCB 17T.F.=139.6INV.=134.9(E)INV.=134.9(S)INV.=134.9(N)MH 7T.F.=139.0INV.=133.5(NE)INV.=133.5(NW)INV.=133.5(SE)CCB 19T.F.=138.8INV.=135.5(S)CCB 10T.F.=138.0INV.=133.9(NW)INV.=133.9(SW)INV.=133.9(SE)CCB 11T.F.=137.5INV.=134.2(SE)MH 4T.F.=136.5INV.=132.5(NW)INV.=132.5(SE)CCB 6T.F.=136.5INV.=133.2(SW)CCB 5T.F.=135.5INV.=132.9(NE)INV.=132.9(SE)114'-12" HDPES=1.67%31'-12" HDPES=2.90%114'-12" HDPES=0.53%41'-12" HDPES=0.73%52'-18" HDPES=0.77%104'-18" HDPES=0.96%26'-12" HDPES=0.77%58'-12" HDPES=4.48%59'-12" HDPES=6.78%TYPE C CB 3T.F.=137.5INV.=134.0(S)INV.=134.0(E)TYPE C CB 2T.F.=137.5INV.=133.8(N)INV.=133.5(SW)MH 1T.F.=136.0INV.=132.3(NE)INV.=132.3(SW)INV.=132.3(N)TYPE C CB 1T.F.=136.0INV.=132.4(SW)INV.=132.4(NE)INV.=132.4(W)HDS 1T.F.=136.0INV.=132.4(E)INV.=132.4(S)MPFF= 137.6137.5135.2138.6HP 143.4146.6TC 147.1TC 144.9BC 144.4145.1141.5141.8142.8144.5140.4140.6141.1142.4140.5140.4140.9141.0140.5140.6139.6TC 139.5BC 139.0FF= 141.0FF= 145.213613813813613614314414114114114014013914014114214614513914014114214314414514113913813713613713813913913813713813914014114214114314513613513413313513413714514414314214214114013913714314314314214114014414414414514514514514314262'-12" HDPES=0.65%47'-12" HDPES=0.64%APPROVED BANK AND ROAD LAYOUTCURRENTLY IN CONSTRUCTIONLIMIT OF DEVELOPMENTWATER METER PIT (TYP.)CONNECT TO EXISTING 8" DIP WATER MAINCOORDINATE WITH CT WATER COMPANYADJUST EXISTINGCCB TOP TOFOLLOW CURBLINECONNECT TO EXISTINGSANITARY STUBINV.=±130.91 12" COPPER TYPE-K DOMESTICWATER SERVICE6" DIP CL-52FIRE PROTECTIONFIRE HYDRANT ASSEMBLY8" STORMCONNECTIONINV.=134.36" SANITARYCONNECTIONINV.=133.2CONNECT TO 24"PERFORATED PIPEEXISTING 50' CONCRETE LEVEL SPREADERTO BE CLEANED BEFORE AND AFTERCONSTRUCTION, SHALL BE PROTECTEDTHROUGHOUT CONSTRUCTIONUPLAND REVIEW ACTIVITY±30,350 S.F.CLEARING/GRUBBING,STORMWATER/UTILITYINSTALLATION, BUILDINGS,PARKING LOT, AND MOBILEPICKUP/DRIVETHRU6" SANITARYCONNECTIONINV.=136.0CONNECT TO EXISTINGSANITARY STUBINV.=±128.28" STORMCONNECTIONINV.=140.58" STORMCONNECTIONINV.=135.71,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVEDEQUAL8" SANITARYCONNECTIONINV.=140.2SAN MH 1T.F.=144.9INV.=139.8(SW)INV.=139.8(S)INV.=139.7(N)SAN MH 2T.F.=145.2INV.=138.4(S)INV.=138.3(W)91'-12" HDPES=4.62%MH 13T.F.=143.8INV.=140.7(N)INV.=140.7(SW)TW 145.5BW 145.0TW 145.5BW 141.5TW 145.5BW 140.5TW 143.5BW 139.0TW 144.5BW 140.0TW 144.0BW 138.5TW 143.5BW 138.5TW 143.5BW 139.0TW 144.5BW 139.0TW 143.5BW 139.5TW 143.5BW 143.0TW 145.0BW 143.0TW 146.5BW 143.0CONNECT TO EXISTINGSANITARY STUBINV.=±136.0AD 24T.F.=144.6INV.=141.6(SW)44'-12" HDPES=0.68%AD 22T.F.=144.6INV.=141.0(NE)INV.=141.0(NW)72'-12" HDPES=0.56%AD 20T.F.=144.7INV.=140.6(NE)INV.=140.6(NW)INV.=140.6(SE)AD 21T.F.=144.7INV.=141.7(SW)84'-12" HDPES=1.31%129'-12" HDPES=2.40%41'-12" HDPES=0.73%CCB 14T.F.=144.2INV.=141.0(NE)INV.=141.0(S)AD 23T.F.=144.4INV.=141.3(NE)INV.=141.3(SW)45'-12" HDPES=0.67%SHEET NAMEDATEGUPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - GRADING & UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.04 OF 11DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.000011.ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2.ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:UTILITY NOTES:1.LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2.MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3.INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4.INSTALL CLEANOUT 5' FROM FACE OF BUILDING5.COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.SANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATERSYSTEMS ON THE PROPERTY. THE STORMWATER SYSTEM CONSISTS OF PIPING AND CATCHBASINS.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATERMAINTENANCE PROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLEFOR IMPLEMENTATION OF THIS PROGRAM.A.CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 2-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OFCOLLECTING COARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PERYEAR, TYPICALLY WHEN THE SITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THEFALL AFTER ALL THE LEAVES HAVE FALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPEINVERT OR NOT LESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLYTHE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN ANAPPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B.PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR INTHE SPRING AFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15.FRONT-END LOADERS, BACKHOES, OR VACUUM TRUCKS CAN BE USED TO REMOVE THEACCUMULATED SEDIMENT FOLLOWED BY MANUAL REMOVAL OF SEDIMENT DEPOSITED AROUNDTHE OUTLET CONTROL DEVICE. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITELOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS. THE DISTURBED AREASHOULD BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS SEED AND MULCHED WITH HAYAFTER REMOVAL OPERATIONS ARE COMPLETED TO PREVENT THE OUTLET CONTROL DEVICE FROMCLOGGING.C.LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOILEROSION. USE IF FERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENTAPPLICATION PROCESSES.P&Z SUBMISSIONLCD08/07/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Bit.Bit.Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault BlockRetainingWall6"6"6"6"6"42" Maple28" Maple42" Maple30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.04" PVCINV.=149.6GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)140150150140140150wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 133.174134.681136.013154.5154.5MPEEEEEEEEEEEEEEEEEHYDMPMPMPMPWVWVWVWVcowvwvwvHYDMPwvwvMPwvSOIL STOCKPILES SHALL NOT BELOCATED WITHIN 65' BUILDINGSETBACK ALONG BUCKLAND ROADMPFF= 137.6FF= 141.0FF= 145.2136138138136136143144141141141140140139140141142146145139140141142143144145141139138137136137138139139138137138139140141142141143145136135134133135134137145144143142142141140139137143143143142141140144144144145145145145143142IPSTKSWSFCETTEV EV ???MPDIGITALPICKUPAHEADE VEVEVE V CHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SF100' UPLAND REVIEW AREASHEET NAMEDATESEPROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 20231"=30'SEDIMENT AND EROSION CONTROL PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.05 OF 11DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBEDWITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED ANDMAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL, CONNECTICUT - 2002", TOWN OF SOUTH WINDSOR, AND IN ALL CASES BESTMANAGEMENT PRACTICES SHALL PREVAIL.1.PURPOSE AND DESCRIPTION OF PROJECT1.1.CONSTRUCTION OF A NEW RESTARANT.1.2.ESTIMATED AREA OF DISTURBANCE: ±0.8 ACRES2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS2.1.CUTS AND FILLS ASSOCIATED WITH PARKING AND BUILDING CONSTRUCTION.2.2.PROTECTION OF ON-SITE AND OFF-SITE STORM DRAINAGE.3.IDENTIFICATION OF OTHER POSSIBLE PERMITS3.1.THE PERMITS REQUIRED FOR THIS PROJECT ARE A LOCAL INLAND WETLANDS ANDWATERCOURSES PERMIT AND PLANNING AND ZONING PERMITS4.CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:4.1.DETAILED SOIL EROSION AND SEDIMENT CONTROL PLAN.5.PARTY RESPONSIBLE FOR SOIL AND EROSION CONTROLS5.1.SITE CONTRACTORSOIL EROSION AND SEDIMENT CONTROL NARRATIVETEMPORARY STOCKPILESURROUND WITHSEDIMENT FILTER FENCEEROSION CONTROL LEGENDCONSTRUCTION ENTRANCESEDIMENT FILTER FENCEINLET PROTECTION.STRAW WATTLECESFSWSTKIP1.SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OF SUCHINSPECTIONS SHALL BE MAINTAINED AT THE SITE.2.THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATED BYCHANGING SITE CONDITIONS3.INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4.ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5.THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS.6.A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BEMAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7.ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION AND SEDIMENTREMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESP&Z SUBMISSIONLCD08/07/2023 SHEET NAMEDATESE-2PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 2023AS NOTEDSEDIMENT AND EROSION CONTROL DETAILS AND SPECIFICATIONSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.06 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001FENCE POST (TYPICAL)AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOILFLOW100°36"±12" MIN.GENERAL:THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARYAND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAYBE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOTTO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING WATER,ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTHMATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE PERMANENTAND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT CONTAMINATION OFADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO PREVENT, INSOFAR ASPOSSIBLE, EROSION ON THE SITE.GENERAL:1.THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR ACOMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:a.THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).b.THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).c.THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTALTO FOUR VERTICAL (1:4).d.PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORMDRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILLSLOPES.e.EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TOENDANGER ADJOINING PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROMEROSION, SLIDING, SETTLING, OR CRACKING.f.NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OFANOTHER OWNER OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATERBODIES.g.PRIOR TO ANY REGRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BEPLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD ANDOTHER SEDIMENTS FROM LEAVING THE SITE.GENERAL:1.TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOILMEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH,AND MAINTENANCE OF VEGETATION.2.UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BONDWITH TOPSOIL.3.REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.4.APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.MATERIAL: 1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICALCHARACTERISTICS FAVORABLE TO THE GROWTH OF PLANTS.5.TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE. 3. TOPSOIL SHOULD BERELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES LARGER THAN1.25" , LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. ITSHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, ANDQUACKGRASS.6.AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHTCOLORED SUBSOIL MATERIAL. SUITABLE. AVOID TIDAL MARSH SOILS BECAUSE OF HIGHSALT CONTENT7.SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS 6. THE pHSHOULD BE 5.5 TO 7 IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.1.AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.2.SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THEDEPTH SHOWN ON THE LANDSCAPING PLANS.TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THATPRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERETHE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARYVEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BYSEPTEMBER 1.GENERAL:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF TWO (2) TON OF GROUNDDOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).4.APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PERACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH.APPLY ONLY WHEN GRASS IS DRY.5.UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHESUSING A DISK OR ANY SUITABLE EQUIPMENT.6.TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOURIF SITE IS SLOPING.SITE PREPARATION:1.SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEEVEGETATIVE COVER SELECTION & MULCHING2.APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.3.UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOILUSING SUITABLE EQUIPMENT.4.MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE)GENERAL:PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECTARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROMSEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BEAPPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEENCOMPLETED AND A PERMANENT COVER IS NEEDED.SITE PREPARATION:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.4.APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.5.APPLY FERTILIZER ACCORDING TO SOIL TEST OR PER THE TECHNICAL SPECIFICATIONS.TEMPORARY VEGETATIVE COVER:PERENNIAL RYEGRASS 5 LBS./1,000 SQ.FT. (LOLIUM PERENNE)* PERMANENT VEGETATIVE COVER: SEE SPECIFICATIONSTEMPORARY MULCHING:CLEAN DRY STRAW OR HAY FREE OF WEEDS WITH A MULCH TACKIFIER 70-90 LBS./1,000 SQ.FT.(TEMPORARY VEGETATIVE AREAS)WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.ESTABLISHMENT:1.SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TOSEEDING (EXCEPT WHEN HYDROSEEDING).2.SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THESEEDING DATES (SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. ABOVE).3.APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, ORHYDRAULIC APPLICATION.4.COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLEEQUIPMENT (EXCEPT WHEN HYDROSEEDING).5.MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHINGSPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION ABOVE).6.USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATESWHEN HYDROSEEDING.7.USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREASWHERE IT IS IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.MAINTENANCE:1.TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.2.ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOILTESTS.3.ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR ASINDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000SQ. FT.).GENERAL:TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVENTHROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST ANDBURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSIONAND REDUCE SEDIMENTATION.CONSTRUCTION:1.BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.2.EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (6") INCHES.3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARSDRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BEANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.4.GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCEAND BURIED A MINIMUM OF SIX INCHES (6") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTERFABRIC SHALL OVERLAP A MINIMUM OF TWO FEET (2').INSTALLATION AND MAINTENANCE:1.BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.2.BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATIONINDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURINGCONSTRUCTION.3.ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.4.INSPECTION SHALL BE FREQUENT (PER TABLE BELOW) AND REPAIR OR REPLACEMENT SHALL BEMADE PROMPTLY AS NEEDED.5.EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TOBLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.EXECUTIONTOPSOILLAND GRADINGSEDIMENT & EROSION CONTROL SPECIFICATIONSVEGETATIVE COVER SELECTION AND MULCHINGTEMPORARY VEGETATIVE COVEREROSION CHECKSOPTIONAL METALHANGING FRAME FORTRAFFIC CONDITIONS1" REBAR FOR BARREMOVAL FROM INLETSILTSACKDUMP STRAPDUMP STRAP2 EACH DUMP STRAPSEXPANSION RESTRAINT(1/4" NYLON ROPE, 2"FLAT WASHERS)BAG DETAILEdge RoadwayNOTE: CONSTRUCTION ENTRANCE PAD SHALL BEINSTALLED AND MAINTAINED DURING OPERATIONSWHICH PROMOTE VEHICULAR TRACKING OF MUDFILTER FABRIC ON COMPACTEDSUBGRADENO. 3 (2") BROKEN ORCRUSHED STONE 8" MIN.THICKNESS50' MIN ORAS SHOWN ON PLANAS REQUIREDEROSION CONTROL MAINTENANCE INTERVALSEROSION CONTROL MEASURECONTROL OBJECTIVEINSPECTION/MAINTENANCEFAILURE INDICATORSREMOVALSILT FENCE (SF)(RELATED: IP, STK)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATER FLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE ITS DEPTH IS EQUAL TO ½ THE TRENCHHEIGHT. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERING OPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESILT FENCE MAY BE REMOVED AFTER UPHILL ANDSENSITIVE AREAS HAVE BEEN PERMANENTLY STABILIZED.HAY BALES (HB)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE THE DEPTH OF SEDIMENT IS EQUAL TO ½THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERINGOPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILUREHAY BALES MAY BE REMOVED AFTER UPHILL AREAS HAVEBEEN PERMANENTLY STABILIZED.CONSTRUCTION ENTRANCE (CE) /ANTI-TRACKING APRON- REDUCE THE TRACKING OF SEDIMENT OFF-SITE ONTO PAVEDSURFACES.INSPECT AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODIC ADDITION OF STONE,OR LENGTHENING OF ENTRANCE MAY BE REQUIRED AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES AS A RESULT OF INEFFICIENCY OF CONSTRUCTIONENTRANCE SHALL BE IMMEDIATELY REMOVED.- SEDIMENT IN ROADWAY ADJACENT TO SITECONSTRUCTION ENTRANCE MAY BE REMOVED ONCE THESITE HAS BEEN PERMANENTLY STABILIZED, AND ALL OTHERSECTIONS OF ROADWAY HAVE BEEN PERMANENTLY PAVED.CATCH BASIN INLET PROTECTION(IP)- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF FROM ENTERINGSTORM DRAINAGE SYSTEM.INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE THAN 6" OF SEDIMENT,REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE AND HAY BALES PER NOTED ABOVE.- RIPPED BAG- FAILED HAY BALES / SILT FENCE- SIGNIFICANT SILT PRESENCE IN STORM DRAINAGE SYSTEM OUTFLOW.INLET PROTECTION MAY BE REMOVED ONCE THE SITE HASBEEN PERMANENTLY STABILIZED, AND ALL SECTIONS OFROADWAY HAVE BEEN PERMANENTLY PAVED.STOCKPILE PROTECTION(STK)- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED, AND REDUCE WATER-TRANSPORT.INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODICREINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY BE NECESSARY.- EVIDENCE OF STOCK PILE DIMINISHING DUE TO RAIN EVENTS- FAILURE OF SILT FENCESTOCKPILE PROTECTION MAY BE REMOVED ONCE THESTOCKPILE IS USED OR REMOVED.21 MAXINSTALL PERIMETER CONTROL(GEOTEXTILE SILT FENCE ORAPPROVED EQUAL)20' MAX.10'TEMPORARY SLOPESTABILIZATION ASNECESSARYNOTES:1.INSTALL A GEOTEXTILE SILT FENCE AND/OR HAY BALE BARRIER AROUND THESTOCKPILE AREA APPROXIMATELY 10 FEET FROM THE PROPOSED TOE OF SLOPE.2.SIDE SLOPES SHALL NOT EXCEED A SLOPE OF 2:1. STOCKPILES THAT REMAININACTIVE FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHEDIMMEDIATELY AFTER FORMATION3.DISTANCE FROM WETLANDS, WATERCOURSES, DRAINAGE WAYS AND STEEPSLOPES SHALL BE MAXIMIZED. RUNOFF SHALL BE DIVERTED AWAY FROMSTOCKPILE AREATEMPORARY INLET PROTECTIONNOT TO SCALETEMPORARY SOIL STOCKPILENOT TO SCALESTRAW WATTLENOT TO SCALECONSTRUCTION ENTRANCE PADNOT TO SCALESEDIMENT FILTER FENCENOT TO SCALE SHEET NAMEDATESD-1PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.07 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTE:PROVIDE PREFORMED EXPANSION JOINTAT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERECONCRETE ABUTTS EXISTING CONCRETE.SCORE JOINTNOT TO SCALE1" DEPTH SAWCUTxxxxxxCONCRETE PAVEMENTSECTION SEE DETAILNOTE:PROVIDE PREFORMED EXPANSION JOINTAT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERE CONCRETEABUTTS EXISTING CONCRETE.EXPANSION JOINTNOT TO SCALECONCRETE PAVEMENTSECTION SEE DETAIL3/8" WIDTH FIBER BOARD & POLYETHYLENEJOINT FILLER. JOINT FILLER SHALL BE 1" DEPTHFINISHED GRADE5/8"x24"L PLASTIC SLEEVE & DOWEL (12" O.C.)6'-0"NOTES:1.CONCRETE: 4000 PSI, 28 DAYS2.WEIGHT, 300 LBS.3.REINFORCEMENT, (2) #4 BARS4.(2) 3/4" HOLES CAST IN FOR ANCHORING5.(2) PROVIDE 5/8" x 30" REBAR FOR ANCHORING7"PRECAST CONCRETE WHEEL STOPNOT TO SCALE2 3/4"9 3/4"6"STRAIGHT SECTIONTYPICAL CROSS SECTION15'2'5'16'8'2'10'8'WHEEL STOP - TYP ALLRESERVED PARKINGSTALLSNOT-VAN ACCESSIBLE18'4" WHITE LINE ORAS PER LOCALREGULATIONSLINE NOT REQUIRED IFSPACE IS ADJACENT TOCURB18'SEE LAYOUT PLANFOR STRIPINGLOCATIONLINE NOT REQUIREDIF SPACE ISADJACENT TO CURBRESERVED PARKING SIGN,SEE LAYOUT PLAN FORLOCATION4" WHITE LINE ORAS PER LOCALREGULATIONS39"34"7"VAN ACCESSIBLERESERVED PARKINGSPACE MARKINGACCESSIBLE PARKING STALL DETAILNOT TO SCALENOTES:1.MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE SIDEWALKRAMP OR ACCESSIBLE ROUTE SHOULD NOT EXCEED 20:1.2.CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND ABRUPT GRADECHANGES.3.ALL RAMPS SHALL BE CONSTRUCTED OF CLASS "C" CONCRETE IN ACCORDANCE WITH CONNECTICUTSTANDARD SPECIFICATIONS ARTICLE M.03.01.4.SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. THESURFACE ALONG ACCESSIBLE ROUTES SHALL BE STABLE, FIRM AND SLIP RESISTANT IN COMPLIANCE WITHADAAG SECTION 4.5.5.DIAGONAL SIDEWALK RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THEMARKINGS, EXCLUDING ANY FLARED SIDES.6.REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEARESTEXPANSION/CONTRACTION JOINT OR DUMMY JOINT. 12:1 MAY NOT BE ACHIEVABLE DUE TO SIDEWALKGRADE. IN RECOGNITION OF THIS, A MINIMUM LIMIT OF 15' FOR A PARALLEL RAMP SHALL BE USED.REMOVAL SHALL NOT BE FURTHER THAN 2' FROM THE PROPOSED RAMP UNLESS DIRECTED BY THE ENGINEER.SAW CUT REQUIRED FOR DUMMY JOINTS SHALL BE INCLUDED IN THE COST OF "CONCRETE SIDEWALK".7.EXPANSION JOINTS IN CONCRETE SHALL MATCH THOSE IN ADJACENT SIDEWALKS BUT IN NO CASE SHALLTHE SPACING BETWEEN EXPANSION JOINTS EXCEED 12' UNLESS OTHERWISE NOTED.8.RAISED ISLANDS IN MARKED CROSSINGS SHALL HAVE SIDEWALK RAMPS AT BOTH SIDES AND A LEVEL AREAAT LEAST 4' LONG BETWEEN THE RAMPS. IF THIS CAN NOT BE ACHIEVED, THE RAISED ISLAND SHALL BE CUTTHROUGH LEVEL WITH THE ROADWAY AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.9.SIDEWALK RAMPS SHALL BE CONSTRUCTED AND PAID FOR UNDER THE ITEM "CONCRETE SIDEWALK",INCLUDING CURBING WITHIN THE LIMITS OF THE NEW SIDEWALK RAMP AND DETECTABLE WARNING STRIPS.10.CURBING WITHIN THE LIMITS OF THE NEW SIDEWALK RAMP SHALL BE CONSTRUCTED IN CONFORMANCEWITH THE REQUIREMENTS OF FORM 814A SECTIONS 8.11 AND 8.13.11.HANDICAP RAMPS CONFORMING WITH CONNECTICUT GENERAL STATUTES, SEC. 7-118a, SHALL BEINCORPORATED IN ALL PROPOSED SIDEWALKS AT ALL STREET INTERSECTIONS, AND AT ALL OTHERLOCATIONS WHERE THE GRADE OF A DRIVEWAY OR OTHER FACILITY TAKES PRECEDENCE OVER THE GRADEOF THE PROPOSED SIDEWALK.12.TRANSITION TO FULL HEIGHT CURB. INSTALL STONE CURBING IF ADJACENT CURBING IS STONE. INSTALLCONCRETE CURBING IF ADJACENT CURBING IS CONCRETE OR BITUMINOUS.13.INSTALL THE EDGE OF THE DETECTABLE WARNING 6" FROM THE EDGE OF ROAD.14.TO PERMIT WHEELCHAIR WHEELS TO ROLL BETWEEN DOMES, ALIGN DOMES ON A SQUARE GRID. IN THEDIRECTION OF PEDESTRIAN TRAVEL.DETECTABLE WARNING STRIP FOR ACCESSIBLE WALKNOT TO SCALEDOME SPACINGDOME SECTION1 3/5" MIN. TO 2 2/5" MAX.48"24".65"MIN.9/10" MIN. TO1 2/5" MAX.1/5".45" MIN TO.9" MAX.NOTES:1.UNLESS OTHERWISE DIRECTED SHREDDED MULCH SHALL BE PLACED TO A LIMIT OFONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED.SHRUB PLANTINGNOT TO SCALECOMPACTEDSUBGRADEFINISHEDGRADE4" MULCHMAINTAIN SAUCER ON LOWERSIDES OF PLANT TO RETAINWATERPLANTING SOIL MIX WATER ANDTAMP TO REMOVE AIR POCKETSCOMPACTED SUBGRADECOMPACTED GRAVELSUB-BASEPROCESSED AGGREGATEBASE BROKEN STONECLASS 2 BITUMINOUSCONCRETE WEARING COURSECLASS 1 BITUMINOUSCONCRETE BINDER COURSEBITUMINOUS CONCRETE PAVEMENTNOT TO SCALE1 1/2"1 1/2"4"10"JULY 12, 2023ACCESSIBLEVAN6' ABOVE GRADENOTE:1.REFER TO SHEET C1.10 FOR LOCATIONS.SILVER COPYON BLUEBACKGROUND(CTDOT31-0629)ALUMINUM 0.080" THICKVAN ACCESSIBLE SIGNCTDOT (31-0648) SEEPLAN FORAPPROPRIATEAPPLICATIONVIOLATORS WILLREQUIREDPERMITPARKINGACCESSIBLEBE FINED MIN $150 ACCESSIBLE PARKING SIGNNOT TO SCALE38"13"12"11"4' 5"5'9' 6"NOTES:TOPSOILSUBGRADE1.PROVIDE SHOP DRAWINGSFOR APPROVAL2.ALL EXPOSED CONCRETETO RECEIVE A RUBBEDFINISH (TYP.)6' OR AS SPECIFIED BY LIGHT MANUFACTURER2'6"MAX.3/4"Øx10'-0" LONGCOPPER GROUND ROD;LOCATE ADJACENT TOFOUNDATION(6)-#6 BARSVERTICALFOUR 3/4"x24"x3"GALVANIZED STEELANCHOR BOLTS.BOLT CIRCLE PERMANUFACTURERINSULATED COPPER GROUNDWELDED TO INTERNAL LUGIN POLE. SIZE ACCORDANCEWITH NFPA 70LIGHT POLELIGHT POLE FLANGEPVC CONDUIT STUBBED 1"ABOVE UNIT FOUNDATION,NUMBER AND SIZE AS REQUIREDCLASSPCC04462CONCRETE2" - RMCGALVANIZED30"CONCRETE FOOTING#4 TIES @ 8" O.C.(6)-#6 BARSVERTICAL3" COVERPLAN#4 TIES @ 8" O.C. PAVEMENT ARROWNOT TO SCALELIGHT POLE FOUNDATIONNOT TO SCALE21167.00001NOTES:1.ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN 4'-0" LONG SHALL BE USED.2.CURBS OF RADIUS LESS THAN 100' SHALL BE CUT OR CAST TO REQUIRED RADIUS AND LENGTH. 13.USE 1/2" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. FOR 2 PRECAST OR CAST-IN-PLACECONCRETE CURB.4.JOINT BETWEEN GRANITE OR CONCRETE SECTIONS ARE NOT TO EXCEED 1/2".5.MINIMUM WIDTH OF CURB AT BOTTOM SHALL BE 4" OR NO GREATER THAN 2/3 THE HEIGHT OF THE PIECE.6.CLASS "C" AE CONCRETE TO BE PLACED AT JOINTS.SPECIFICATIONS:1.CONCRETE CURB SHALL BE MANUFACTURED TO MEET CONNDOTSPECIFICATIONS.2.CONCRETE STRENGTH - 5000 psi.3.WEIGHT - 135 LBS/LINEAR FOOT.4.REINFORCED WITH 2-#3 DEFORMED REINFORCED BARS.5.. AIR ENTRAINMENT - 5-7%.6.2x6 REBAR - CONNECTING PINS.6"20"6"6"6"1"R7"4"BITUMINOUS PAVEMENT(SEE BITUMINOUS CONCRETE DETAIL)PROCESSED AGGREGATECOMPACTED GRAVEL5000 PSI CONCRETE1/2" EXPANSIONJOINTCONCRETE SIDEWALKAPPROVED BACKFILLMATERIAL TAMPEDTO TOPSOIL LIMITPRECAST CONCRETE CURBNOT TO SCALENOTE:1.ALL CONCRETE SHALL BE 4000 PSI PER TOWN OF SOUTH WINDSOR SPECIFICATIONS.4"LOOSENEDSUBGRADESUBGRADEMULCH12"2'-4"12"2'TOPSOILPROVIDECLEAN CUTEDGE ONALL BEDSLAWN PLATING BEDNOT TO SCALEDUMPSTER ENCLOSURE - PLAN VIEWNOT TO SCALE20'18"20'CONCRETEDUMPSTER PAD6' HIGH FENCING4" DIA. STEELBOLLARDGRADE TODRAINSEE FENCE DETAILFOR POST FOOTINGSTEEL SLEEVE SET IN CONCRETESWING GATES SHEET NAMEDATESD-2PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.08 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.0000110.4"5.2"6.93"8.66"SPACINGGROUND COVER SPACING TABLESECTIONPLAN12" O.C.10" O.C.8" O.C.6" O.C.SPACING"A"PLANT1.151.662.64.611 SQ. FT.1 SQ. FT.1 SQ. FT.1 SQ. FT.ROW"B"PLANTSNO. OFUNITAREASUB GRADE.PLANTING SOIL MIX,PREPARE BED AS SPECIFIED.2" MULCH INSTALLEDBEFORE PLANTING.FINISH GRADE.GROUND COVER PLANTS.NOTES:1.ALL GROUND COVER TO BE PLANTED INTRIANGULAR PATTERN. SEE DETAIL PLANAND GROUND COVER SPACING TABLE.AABA EXISTING HYDRODYNAMIC SEPARATORNOT TO SCALEGROUNDCOVER/PERENNIAL PLANTINGNOT TO SCALEORNAMENTAL FENCENOT TO SCALENOTES:1.SUBMIT SHOP DRAWINGS FORAPPROVAL.2.FENCE TO BE ASSEMBLED ANDINSTALLED AS PERMANUFACTURERSPECIFICATIONS.MANUFACTURER AMERISTAR FENCE PRODUCTSTULSA, OK 888-333-3422OR APPROVED EQUALFENCESERIES:MONTAGE PLUSORNAMENTAL STEEL FENCEMODEL:GENESIS 3-RAILHEIGHT:4'COLOR:BLACKADORNMENTS: N/A8' MAX O.C.4"9 12"1 12" MONTAGE PLUS STEEL RAIL4'FLUSHBOTTOM RAIL3' MIN. FOOTING DEPTH3 1516" TYPICALSTEEL POST3" SQ. X 16 GA34" SQ. X 18 GASTEEL PICKETFLAT MOUNT BRACKET(BB111)2"12" ØCONNDOT CLASS 'A'CONCRETE FOOTING6"2" REVEALSECTIONELEVATION4"10"3"PLAN2"NOTE:ALL WOOD TO BE PRESSURE TREATEDSOUTHERN YELLOW PINENOTES:1.ALL RAIL AND POST LUMBER SHALL BE COMMERCIAL GRADE, NO.1 DENSE, (Fb=10.3 FPo) OR BETTER, CONFORMING TONOMINAL SIZES AND DIMENSIONS SHOWN AND TO AASHTO SPECIFICATION M168. ALL TIMBER SHALL BE TREATEDWITH A PRESSURE IMPREGNATED PRESERVATIVE IN ACCORDANCE WITH AASHTO SPECIFICATION M133.2.BOLTS SHALL BE 3/4" DIAM., ASTM 307, WITH APPROPRIATE NUTS AND WASHERS (ALL HOT DIPPED GALVANIZED)3.BACKFILL AROUND EACH POST WITH SUITABLE NATIVE MATERIAL IN 1' LIFTS4.CONTRACTOR TO PROVIDE 90°, 45° OR END POSTS WHERE REQUIRED.5.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ENTIRE SYSTEM.EXTEND CROSS MEMBER TO CLEAR POST BY 4"AT GUIDE RAIL ENDS. 1" CHAMFER AT ENDS8' O.C. OR AS INDICATED10"X10" POST-TYP.4"8"18"48"POST NOTCHED TORECEIVE CROSS MEMBERFLUSH4 GALVANIZED 3/4"CARRIAGE BOLTS. COUNTERBORE REAR TO RECEIVE NUT.ANTI-CHECKSPLINE-TYP.1" CHAMFER-TYP.GRADE5"x8" CROSSMEMBERSEE PLANS FOR CROSSMEMBER LOCATIONSTIMBER GUIDE RAILNOT TO SCALECAP UNIT ADHERES TO TOPUNIT WITH CONCRETEADHESIVEMODULAR CONCRETE UNIT(TYP.)DRAINAGE AGGREGATE(12" THICK MIN.)4" DIA. DRAIN PIPEOUTLET @ END OF WALLOR 40' CENTERS MAX.GRANULAR LEVELING PAD(MIN. 6" THICK)NOTE:1.FOR WALLS OF 48" MAX EXPOSED HEIGHT2.SUBMIT SHOP DRAWING BY PROFESSIONALENGINEER SHOP DRAWING TO INCLUDEPIPE PENETRATION DETAIL8"1'-6" MIN.TIMBER GUIDE RAIL. SEEPLAN FOR LOCATIONS.CONCRETEUNREINFORCED RETAINING WALLNOT TO SCALEROOTBALLNOTE:1.SUPPORT STAKES SHALL BE REMOVED BY THE CONTRACTOR ONEYEAR AFTER INSTALLATION.TREE PLANTINGNOT TO SCALEDOUBLE STRAND NO. 12 GAUGEGALVANIZED WIRE TWISTED. DONOT OVERTIGHTEN WIRERUBBER HOSELIMIT OF BALLTREE PITBEND BACK WIRE BASKETREMOVE TOP PORTION OF BURLAPONLYCOMPACTED SUBGRADECLEANBACKFILLSLOPED SIDES34" MIN.8'EDGE OF MULCH ASPER PLANS ORDRIPLINE OF TREE4" DEPTH OF MULCHROOTFLAREFINISHED GRADE5' TILLED TOPSOIL (TYPICAL)2" HIGH EARTHEN SAUCERSUPPORT POSTDRIVE POST AT ANGLE AND DRAWVERTICAL1/4 WIDTH OF ROOTBALLPLANSECTIONNOTE:1. FOR INFORMATION ONLY SHEET NAMEDATESD-3PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.09 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001NOTES:1.BACKFILL MATERIAL USED IN BEDDING, HAUNCHING, AND INITIAL BACKFILL LAYERSSHALL BE 3/4" CRUSHED STONE.2.PAYMENT LIMIT FOR ROCK IN TRENCH TO BE PIPE DIAMETER + 3.0'DIA.TRENCH WIDTHI.D. OF PIPE +2.0'4"SEE SITE PLAN FORSURFACE TREATMENTEDGE OF TRENCHFINISHED GRADEFINAL BACKFILL LAYER:SUITABLE EXCAVATEDMATERIAL MAY BE USEDINITIAL BACKFILL LAYER:INSTALL AND COMPACT6" MIN. ABOVE CROWNOF PIPEHAUNCHING LAYER: 6"MAX. LIFTS, COMPACTEDBOTTOM OF TRENCHEXCAVATIONSPRING LINEBEDDING LAYER:4" MIN. IN EARTH6" MIN. IN ROCK CUTREINFORCED CONCRETEPIPE OR HDPETEMPORARY SUPPORTSYSTEM (AS REQUIRED)UTILITY DETECTORTAPEGEOTEXTILE FABRIC12" LAYER OF3/4" CRUSHED STONEPROPOSED GRADEMODIFIED RIPRAP31CONCRETE RIGID LEVELSPREADER LIP-EMBED BOTH SIDES 12" MIN TOEMBANKMENT WITH 4 INCHESCOVERELEV. 132.2ELEV. 134.724" PERFORATEDHDPE PIPEEROSION CONTROL SEED MIX-SEE PLANSELEV. 131.7ELEV. 134.2 EXISTING RIPRAP LEVEL SPREADERNOT TO SCALESTORM DRAINAGE TRENCHNOT TO SCALENOTE:1. FOR INFORMATION ONLYHINGED GRATECOVER FOREASY ACCESSNOTES:1.ALL AREA DRAIN GRATES SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTEDON PLANS.1.1. 15" CAST IRON GRATE DRAIN AREA = 92.5SQ. INCH GRATE HAS H-20 (HEAVY TRAFFIC) DOT RATING .1.2. MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B.1.3. CASTINGS ARE FURNISHED WITH A BLACK PAINT.1.4. INLINE DRAIN TO BE NYLOPLAST INC OR APPROVED EQUAL.TEE.INLINE DRAINHDPE.INLINE DRAIN15 1/4"15 1/2"5"AREA DRAIN AND GRATENOT TO SCALE1 1/4"P&Z SUBMISSIONLCD08/07/2023 SHEET NAMEDATESD-4PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.10 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001SITE DETAILS SHEET NAMEDATESD-5PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.11 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001SITE DETAILSPLAZA LIGHTNOT TO SCALESITE LIGHTNOT TO SCALE Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC COVER SHEET MAB 223169 08/07/23 A-00 Owner / Applicant O'Evergreen, LLC 800 Kelly Way Holyoke, MA 01040 Zone:Buckland Road Gateway Development Zone (GD) GIS PIN # :3130000 Sheet Index A-00 Cover Sheet A-01 Starbucks - Exterior Rendering A-02 Starbucks - Exterior Rendering A-03 Starbucks - Exterior Elevations A-04 Chipotle - Exterior Rendering A-05 Chipotle - Exterior Rendering A-06 Chipotle - Exterior Elevations A-07 Exterior Material Board Proposed Commercial Development CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 EXTERIOR DESIGN PACKAGE Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC STARBUCKS -EXTERIOR RENDERING MAB 223169 08/07/23 A-01 Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC STARBUCKS -EXTERIOR RENDERING MAB 223169 08/07/23 A-02 FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" BRK-2BRK-1 WD-1 PT-1 WD-1 PT-2 PT-1 MTL-3 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. AWNINGS, COLOR TO MATCH STOREFRONT MTL-3 MTL-3 FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" WD-1 PT-1 PT-1 PT-2 BRK-1 BRK-2MTL-3 MTL-3 MTL-3 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. AWNINGS, COLOR TO MATCH STOREFRONT FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" PT-1 WD-1 PT-1 BRK-1BRK-1BRK-2 PT-1 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. WALL SCONCES, TYP.DRIVE-THRU SERVICE WINDOW W/ TRNSOM, AIR CURTAIN & EXTERIOR SHELF FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" PT-1 WD-1 BRK-1BRK-2 PT-1 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. MTL-3 UTILITY SCREENING FENCING Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC STARBUCKS -EXTERIOR ELEVATIONS MAB 223169 08/07/23 A-03 Scale : 3/16" = 1'-0"3 EXT ELEV - EAST Scale : 3/16" = 1'-0"4 EXT ELEV - NORTH Scale : 3/16" = 1'-0"1 EXT ELEV - SOUTH Scale : 3/16" = 1'-0"2 EXT ELEV - WEST Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC CHIPOTLE -EXTERIOR RENDERING MAB 223169 08/07/23 A-04 Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC CHIPOTLE -EXTERIOR RENDERING MAB 223169 08/07/23 A-05 Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC CHIPOTLE -EXTERIOR ELEVATIONS MAB 223169 08/07/23 A-06 Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC EXTERIOR MATERIAL BOARD MAB 223169 08/07/23 A-07 WD-1:TONGUE AND GROOVE ACCOYA WOOD SIDING SHOU SUGI BAN WD-4:ACCOYA WOOD SIDING (UNDERSIDE OF CANOPIES) RAILAY 1C BRK-1:SMOOTH SILVER GREY BRICK GROUT TO MATCH EIFS-1:EIFS SANDPEBBLE FINE TEXTURE PT-1:PAINT - SW7024 FUNCTIONAL GRAY PPG 1001-6 "KNIGHTS ARMOR"PPG 1010-2 "FOG" KAWNEER PERMAFLUOR ANODIZED BLACK/DARK BRONZE CHIPOTLE EXTERIOR FINISH MATERIALS STARBUCKS EXTERIOR FINISH MATERIALS PT-2BRK-2 ADDITIONAL TENANT SPACE EXTERIOR FINISH MATERIALS BRK-2:SMOOTH AESTHETIC WHITE BRICK GROUT TO MATCH PT-2:PAINT - SW7035 AESTHETIC WHITE MPGVH YD WGET2,325SFCHIPOTLERETAIL1,000SF2,400SFSTARBUCKS5,000SFRESTAURANT2,000SFEXISTINGBANKDIGITALPICKUPAHEADEVEVEVEVTEVEVSSalknter,LLCCostco"(Typ.)UnitLineCEDARAVENUEB U C K L A N D R O A D COTTONWOODLANEExistingBuilding 6"6"6"6"6"4"Gas85.91'N44°30'50"E I.PINBit.ParkingRetainingWallSA4H.5 SA4H.5SA5W.5SA5W.5 SA5W.5SA5W.5SA5W.5SA5W.5SA5W.5SA3H.5SA2-SA4.5 SA3H.5SA3H.5SA3.5SA4.5SA4.5 SA4.5SA3-SA4.5SA2 .5SA5W.5SA3-SA4.5 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-UNV-FINISH/SRS-CB-4-11-20-D2-DT5-FINISHN.A.3SA3HSingle16538152.5560.850P26-64L-800-NW-G2-AR-3-UNV-HIS-FINISH/SRS-CB-4-11-20-D1-DT5-FINISHSIGNIFYGARDCOp26-64l-800-nw-g2-3-his.ies3SA4Single1261489.022210.850P26-48L-600-NW-G2-AR-4-UNV-FINISH/SRS-CB-4-11-20-D1-DT5-FINISHSIGNIFYGARDCOp26-48l-600-nw-g2-4.ies2SA4HSingle1029089.022210.850P26-48L-600-NW-G2-AR-4-UNV-HIS-FINISH/SRS-CB-4-11-20-D1-DT5-FINISHSIGNIFYGARDCOp26-48l-600-nw-g2-4-his.ies8SA5WSingle1302589.022210.850P26-48L-600-NW-G2-AR-5W-UNV-FINISH/SRS-CB-4-11-20-D1-DT5-FINISHSIGNIFYGARDCOp26-48l-600-nw-g2-5w.iesCalculationSummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinDescriptionPropertyLineIlluminanceFc0.040.80.0N.A.N.A.10ftSpacingSiteIlluminanceFc0.8010.90.0N.A.N.A.10ftGridChipotleIlluminanceFc1.465.50.43.6513.7510ftGridRestarauntIlluminanceFc2.294.80.73.276.8610ftGridStarbucksIlluminanceFc3.2410.90.84.0513.6310ftGridJOBNAME:EVERGREENWALKUNIT5-SOUTHWINDSOR,CTAPEXLIGHTINGSOLUTIONSWORKPLANE/CALCPLANE:ATFINISHGRADEMOUNTINGHEIGHT:SEELUMINAIRESCHEDULEAPPS:LED/PDSALES:SPSPECIFIER:SLRCONSULTINGSCALE : DATE:DRAWN BY:SHEET:SL-11"=30’-0"LEDSomedifferencesbetweenmeasuredvaluesandcalculatedresultsmayoccurduetoNOTETOREVIEWER:TotalLightLossFactor(LLF)appliedattimeofdesignisdeterminedbyapplyingtheLampLumenDepreciation(LLD)fromcurrentlampmanufacturer'scatalog,aLuminaireDirtDepreciationFactor(LDD)basedonIESrecommendedvaluesandaBallastFactor(BF)fromcurrentballastspecificationsheets.ApplicationofanincorrectLightLossFactor(LLF)willresultinforecastsofperformancethatwillnotaccuratelydepictactualresults.inputdata,differenceswilloccurbetweenmeasuredvaluesandcalculatedvalues.thelightingcalculations.Iftherealenvironmentconditionsdonotmatchthedimensions,reflectances,furnitureandarchitecturalelementssignificantlyaffectvariations.Inputdatausedtogeneratetheattachedcalculationssuchasroommeasurementtechniquesandfieldconditionssuchasvoltageandtemperaturetolerancesincalculationmethods,testingprocedures,componentperformance,*LLFDeterminedUsingCurrentPublishedLampDataForpropercomparisonofphotometriclayouts,itisessentialthatyouinsistalldesignersusecorrectLightLossFactors.GENERALDISCLAIMER:CalculationshavebeenperformedaccordingtoIESstandardsandgoodpracticeDRAWING TITLE:PROJECT TITLE:8/14/23FILE NAME: 2023-08-14 SL-1 EVERGREEN WALK UNIT 5 - SOUTH WINDSOR, CT.dwgEVERGREEN WALKUNIT 5SOUTH WINDSOR, CTSITE LIGHTINGPHOTOMETRIC CALCULATION20-30 BEAVER ROAD, WETHERSFIELD, CT 06109TELEPHONE 860.632.8766 / WWW.APEXLTG.COM SLR Consulting US LLC, 195 Church Street, 7th Floor, New Haven, CT 06510 203 344 7887 slrconsulting.com August 11, 2023 Ms. Sarah Stine Development Manager O’Connell Development Group 800 Kelly Way Holyoke, MA 01040 Re: Traffic Impact and Parking Study Evergreen Walk Unit 5 Development Full Buildout Cedar Avenue and Buckland Road South Windsor, Connecticut SLR # 141.21167.00001 Dear Ms. Stine, SLR International Corporation (SLR) has prepared this study to evaluate the traffic-related implications of your proposal to build out the Unit 5 parcel of the Promenade Shops at Evergreen Walk in South Windsor, Connecticut, with nearly 11,000 square feet (SF) of additional restaurant and retail space and 191 parking spaces. The site is located on the southwestern corner of Buckland Road and Cedar Avenue comprising nearly six acres of land. Presently, there is a bank in operation, and the rest of the site is undeveloped. The full-build development will include the 2,325 SF restaurant with a mobile drive-up lane, a 2,400 SF restaurant with a drive-through plus 1,000 SF of retail space, and a 5,000 SF restaurant (without a drive- through). A drive-up lane refers to mobile order-ahead and pick-up-only operation, compared to a drive- through being the more traditional menu board order operation. The location of the site is illustrated in Figure 1. EXISTING CONDITIONS Site Environs The Unit 5 site is bounded by Buckland Road to the east, Cedar Avenue to the north, and Tamarack Avenue to the west, south of the existing LA Fitness and Costco buildings. Tamarack Avenue will be renamed “Cottonwood Lane” and will be referred to as such within this document. Buckland Road is classified by the Connecticut Department of Transportation (CTDOT) as a minor arterial with a posted speed limit of 40 miles per hour (mph). It runs north-south, connecting Manchester to the south with South Windsor to the north. It has four travel lanes plus turning lanes at intersections and sidewalk along the west side of the road in the vicinity of the site. Segments of sidewalk have been installed along the east side of the road piecemeal with new development. CTtransit bus-stops serving bus route 92 are provided along Buckland Road including at the southern leg of the Cedar Avenue intersection. Cedar Avenue and Cottonwood Lane August 11, 2023 Ms. Sarah Stine Page 2 SLR International Corporation slrconsulting.com are private roads that serve the Evergreen Walk complex. The intersection of Buckland Road at Cedar Avenue is signalized with dedicated turn lanes. Cedar Avenue at Cottonwood Lane is stop-sign controlled on the Cedar Avenue approach. Traffic Data Collection Turning movement counts were conducted at the Buckland Road-Cedar Avenue signalized intersection and the Cedar Avenue-Cottonwood Lane stop-controlled intersection from 4:00 p.m. to 6:00 p.m. on Thursday, March 16, 2023, and from 11:00 a.m. to 1:00 p.m. on Saturday, March 18, 2023, to capture peak weekday afternoon commuter activity and peak weekend/commercial activity. For analysis, the highest single peak-hour volume for each time period was extracted from the count data. The study area peak hours were found to be from 4:30 p.m. to 5:30 p.m. during the weekday afternoon, and from 11:45 a.m. to 12:45 p.m. during the Saturday midday period. The on-site bank was not operational at this time; traffic associated with the bank was therefore estimated with industry data and added to the future background traffic volumes, as discussed later in this document. The existing peak-hour traffic volumes are shown in Figure 2. Traffic volume data hosted by CTDOT was also reviewed to determine historic traffic volumes along Buckland Road. The most recent, non-COVID-19 epoch, average daily traffic (ADT) volume along Buckland Road was recorded to be 19,600 vehicles in 2016. Crash History Traffic crash data was evaluated from the Connecticut Crash Data Repository for the most recent five-year period (August 08, 2018, to August 09, 2023) along the study area including Buckland Road at Cedar Avenue, Cedar Avenue itself, and Cedar Avenue at Cottonwood Lane. Seven total crashes reportedly occurred during this period, all at the signalized intersection. Rear-end crashes are common at signalized intersections and were found to be the most common crash type. No uncommon crash patterns were apparent from the data. Table 1 summarizes the crash data by location, type, and severity. August 11, 2023 Ms. Sarah Stine Page 3 SLR International Corporation slrconsulting.com Table 1 Crash History Summary Location Type Of Collision Crash Severity Angle Rear-End Sideswipe – Same Direction Total Property Damage Only Suspected Minor Injury Total Buckland Road at Cedar Avenue 2 4 1 7 6 1 7 Cedar Avenue between Buckland Road and Cottonwood Lane - - - 0 - - 0 Cedar Avenue at Cottonwood Lane - - - 0 - - 0 Cottonwood Lane Along Site Frontage - - - 0 - - 0 Grand Total 2 4 1 7 6 1 7 PROPOSED DEVELOPMENT Site Characteristics and Operations The site comprises nearly six acres of land and presently consists of a 2,000 SF bank. The rest of the site is undeveloped. Nearly 11,000 square feet of additional restaurant and retail space is proposed. The site will have 191 parking spaces. Full driveway access will be provided to and from Cottonwood Lane, south of Cedar Avenue, and a right-in/right-out driveway will be provided along the eastbound side of Cedar Avenue toward Buckland Road. Both driveway egresses will be stop-controlled. The 2,325 SF restaurant drive-up lane will be pick-up-only, meaning there will be no ordering and no payments there. Food ordering and payment will have occurred ahead of time via online/mobile place- ahead ordering. Based on data provided by the Applicant, there is an average of 25 drive-up lane customers during peak hour conditions, or around one drive-up lane customer every 2 to 3 minutes during the busiest hour of the day; this equates to an average queue of two vehicles, and a 98th-percentile queue of four vehicles. There will also be dine-in service and the ability for patrons to order within the restaurant to-go. The 2,400 SF restaurant will be a coffee/café restaurant and will have a more traditional style drive- through. A 1,000 SF retail building will be attached. The 5,000 SF restaurant will be sit-down style and will not have a drive-through. August 11, 2023 Ms. Sarah Stine Page 4 SLR International Corporation slrconsulting.com Sight Lines Intersection sight distance (ISD) accounts for a driver’s ability to identify an appropriate gap in oncoming traffic when egressing a driveway or side street, in accordance with the CTDOT Highway Design Manual. When determining ISD, the length of the gap, which is dependent on speed and number of lanes a motorist needs to cross to make a turn, should allow a vehicle to turn safely without necessitating a significant change in the speed of approaching vehicles already traveling on the roadway. The ISD sight lines from the Cottonwood Lane full-access driveway were reviewed according to the CTDOT Highway Design Manual. With a motorist speed of 25 mph along Cottonwood Lane, a motorist preparing to exit the site driveway should have 280 feet of ISD. Looking to the right along Cottonwood Lane, sightlines are clear in excess of 400 feet. Looking to the left along Cottonwood Lane, approximately 290 feet of ISD is available with some minor vegetation clearing within the property. The Cottonwood Lane driveway sight lines, therefore, are expected to be sufficient. The sight line from the right-out egress to Cedar Avenue is expected to be sufficient as it was previously approved with the bank building development. Parking Analysis Parking was also reviewed relative to the number of parking spaces that are required per the Town Zoning Regulations and the number of spaces proposed to be built versus the actual parking demands that could be expected over the course of a typical day based on industry data. Town Parking Requirements Per the Zoning Regulations, 212 parking spaces are required, under Section 6.4.9 of the Town of South Windsor Zoning Regulations. A 10% reduction is requested based upon the parking study provided here in reducing the required parking to 191 parking spaces for this proposed development. 191 parking spaces are proposed to be built. Industry Data on Parking Demands To review this from another angle, statistical data published by ITE in their latest Parking Generation Manual was reviewed. This data notably is based on parking counts from numerous different types of land uses and also includes detailed data on hourly variation in parking demands to understand how parking at different land uses and types of business peak and fluctuate over the course of a day; in essence to understand in more detail the shared-parking compatibility across different kinds of land uses. For example, coffee shops and their parking demands are busiest in the morning while restaurants tend to peak during lunchtime and in the evening. Also worth noting is that the ITE statistics show that parking usage at some land uses is not as intense as the zoning requirements would indicate. For example, while the town regulations require 1 parking space for every 50 square feet of restaurant, the ITE statistics indicate that actual peak parking demands generated by restaurants tend to range from around 1 space for every 70 square feet to 1 space for every August 11, 2023 Ms. Sarah Stine Page 5 SLR International Corporation slrconsulting.com 185 square feet. The ITE statistics also better take into account things like drive-throughs at different types of establishments such as what is proposed with this site plan for the proposed Starbucks and Chipotle. Drive-throughs tend to lessen the need for parking. The parking demands based on the ITE data are illustrated in Exhibits 1 and 2. As shown, even at the busiest times of day, only around half to two-thirds of the 191 parking spaces at the site may be needed on a typical day. Exhibit 1 August 11, 2023 Ms. Sarah Stine Page 6 SLR International Corporation slrconsulting.com Exhibit 2 Trip Generation and Distribution The peak-hour traffic to be generated by the proposed site was estimated using statistical data published by the Institute of Transportation Engineers (ITE). Based on the data collected by ITE, many of the generated trips will be pass-by trips that are not new to the transportation network. ITE defines a pass-by trip as "an intermediate stop on the way from an origin to a primary trip destination without a route diversion. Pass-by trips are attracted from traffic passing the site on an adjacent street or roadway that offers direct access to the generator." CTDOT preference allows a maximum of 20 percent pass-by in trip generation analysis to be conservative, although data within the ITE Trip Generation Handbook, 3rd Edition, suggests average pass-by rates in excess of 30 percent. Additionally, a 10 percent reduction, per CTDOT guidance, was applied to the trip generation to account for internal capture (the traffic that will be on-site already, travelling from one internal location to another without leaving the site). Table 2 summarizes that, while the proposed development will generate 223 total vehicle trips during the weekday afternoon peak August 11, 2023 Ms. Sarah Stine Page 7 SLR International Corporation slrconsulting.com hour and 403 total vehicle trips during the Saturday midday peak hour, 155 trips during the weekday afternoon peak hour and 282 trips during the Saturday midday peak hour will be new traffic to the greater Buckland Road transportation system; the remainder will be existing Buckland Road traffic or traffic that is already on-site. Table 2 Trip Generation Summary Afternoon Peak Hour Saturday Peak Hour Use Size In Out Total In Out Total LUC 932 High-Turnover (Sit- Down) Restaurant 5,000 SF 28 17 45 29 27 56 LUC 937 Coffee/Donut Shop with Drive-Through Window 2,400 SF 47 47 94 105 106 211 LUC 934 Fast-Food Restaurant with Drive-Through Window 2,325 SF 40 37 77 66 63 129 LUC 822 Strip Retail Plaza (<40k) 1,000 SF 3 4 7 3 4 7 Total 118 105 223 203 200 403 Pass-By Traffic (24) (21) (45) (41) (40) (81) Internal Capture Traffic (12) (11) (23) (20) (20) (40) Net-New Traffic 82 73 155 142 140 282 Source: Trip Generation, 11th Edition. Institute of Transportation Engineers, 2021 The geographic distribution of the site-generated traffic volumes was based on a review of the existing traffic volumes, patterns, and access points to key roadways in the vicinity of the site. The site trip distribution percentages are presented graphically in Figure 3. The net-new trips were then assigned to the study area intersections based on the distribution for the weekday afternoon and Saturday peak-hour study periods, as shown in Figure 4. The pass-by site trips were similarly assigned to the study area intersections based on the distribution of existing traffic volumes (approximately 50 percent to/from each the north and south), shown in Figure 5. The total site trips are the result of adding the net-new and pass- by traffic, shown in Figure 6. FUTURE TRAFFIC ANALYSIS To evaluate the impact of the proposed restaurant on the surrounding roadway network, an analysis was conducted comparing future traffic volumes without versus with the proposed restaurant in place. Future Traffic Volumes Traffic growth in a given area is attributed to new development and broader regional transportation trends. Future traffic volumes were estimated for two scenarios: future traffic volumes without the estimated traffic generated by the proposed site (before it is open) and future traffic volumes with the traffic generated by the proposed site (after it is open for business). These are labelled the background and combined scenarios, respectively. August 11, 2023 Ms. Sarah Stine Page 8 SLR International Corporation slrconsulting.com The CTDOT Bureau of Policy and Planning advised to use the “Build Peak-Hour Traffic Volumes” contained within the “Traffic Impact Study for Proposed Grocer/Retail at the Promenade Shops at Evergreen Walk (Unit 2)” by Langan, dated June 2021, for the 801 Evergreen Way Whole Foods development, as a starting point for the background/no-build traffic volumes for the analysis herein. These traffic volumes are included in the Appendix. CTDOT additionally advised to apply a growth rate of 0.5 percent per year to account for ambient traffic growth. The Langan report traffic volumes included traffic to be generated by other developments in the area that were not open at the time: the Residences at Oakland Road, 175 Oakland Road (78 units); Buckland Commons, 340-350 Buckland Road (17,232±-SF mixed-use building); Aldi and Chase Bank, 200 and 205 Gateway Boulevard; and Gateway, opposite Cedar Avenue along Buckland Road (38,000 SF of retail space and 85,700 SF of medical office). The first three developments are now open, and the traffic associated with them is included in the March 2023 traffic count collection conducted for this study. The Gateway development has yet to be constructed. The Langan study “Build” traffic volumes additionally contain the traffic that would be generated by the proposed grocery store and retail/Whole Foods development that is under construction. The traffic associated with the on-site bank was distributed through the study intersections, shown in Figure 7, and included in the background conditions traffic volumes. The trip generation for the bank is included in the Appendix. The sum of the Langan report “Build” traffic volumes, the on-site bank traffic volumes, and 0.5 percent ambient growth, results in the 2024 background traffic volumes, shown in Figure 8. The site-generated traffic previously calculated was then added to the 2024 background traffic volumes to result in the 2024 combined traffic volumes, as shown in Figure 9. Capacity Analysis Capacity analysis was performed at the signalized Buckland Road intersection, the internal Evergreen Walk Cedar Avenue/Cottonwood Lane intersection, the right-in/right-out driveway onto Cedar Avenue, and the full access driveway from Cottonwood Lane to evaluate the impact of the proposed restaurant on the surrounding roadway network. Intersection capacity results are expressed as a level of service (LOS) letter. LOS provides an evaluation of the efficiency of operations of an intersection in terms of delay and inconvenience based on certain quantitative calculations. LOS A describes operations with very low average control delay per vehicle while LOS F describes operations with very long average delays. In many communities, LOS D or even LOS E during peak hours may be considered acceptable and an appropriate tradeoff between traffic flow and the amount of land devoted to the movement of motor vehicles. August 11, 2023 Ms. Sarah Stine Page 9 SLR International Corporation slrconsulting.com The study intersections were evaluated using Synchro 11 (Trafficware) traffic analysis software comparing the background and combined traffic scenarios. The signalized intersection was evaluated assuming dual- quad phasing, and optimized timings reflecting eventual signal upgrades that would take place with the construction of Gateway opposite Cedar Avenue. Table 3 summarizes the capacity analysis results for the weekday afternoon and Saturday midday peak hours. The Synchro analysis output sheets are included in the Appendix. Table 3 Intersection Capacity Analysis Intersection / Lane Group Level of Service Weekday Afternoon Peak Hour Saturday Midday Peak Hour Background Combined Background Combined Buckland Road at Cedar Avenue and Gateway Development Cedar Avenue Eastbound Left C D D E (D) Cedar Avenue Eastbound Thru/Right B B B C Gateway Westbound Left C C C C (D) Gateway Westbound Thru/Right B B B B (C) Buckland Road Northbound Left C C C D Buckland Road Northbound Thru/Right B B B B Buckland Road Southbound Left A A A A Buckland Road Southbound Thru C C C C Buckland Road Southbound Right A A A A Overall Intersection B C C C Cedar Avenue at Cottonwood Lane 1 Cedar Avenue Westbound Left D F E F Cedar Avenue Westbound Right B B B B Cottonwood Lane Southbound Left/Thru A A A A Cedar Avenue at Site Right-In/Right-Out Driveway Site Driveway Northbound Right B B B B Cottonwood Lane at Site Full Access Driveway Site Driveway Westbound Left/Right A A A A Cottonwood Lane Southbound Left/Thru A A A A ( ): Indicates with signal timing adjustment. 1. See Table 4 for recommended mitigation. Traffic operations at the Buckland Road signalized intersection show some degradation in LOS with the full site buildout in place but remain within acceptable peak-hour LOS ranges for most lane group movements. The most notable impact to LOS is during the Saturday peak when the Cedar Avenue left-turn lane at the signal degrades to LOS E. Signal timing adjustments are possible to maintain this location at LOS D, but at August 11, 2023 Ms. Sarah Stine Page 10 SLR International Corporation slrconsulting.com the expense of degrading the future Gateway approach to LOS D. This case would be the favorable option since LOS D is considered acceptable during peak hour conditions, and all lane group movements would operate at LOS D or better. In either case, vehicle queueing on Cedar Avenue at the signal is shown to remain within the available lane storage. Presently, Cedar Avenue at Cottonwood Lane is stop-controlled only on Cedar Avenue. With the full buildout of the Unit 5 site, the capacity analysis results show that the intersection in this configuration will not be able to accommodate the new resulting traffic. The Cedar Avenue stop-approach degrades to LOS F with significant delays and queueing beyond the available storage during both the weekday afternoon and Saturday peak hours. It is recommended that signing and pavement markings be installed to convert the intersection of Cedar Avenue at Cottonwood Lane into an all-way-stop-controlled intersection. Under these conditions, Cottonwood Lane traffic would be required to stop at the intersection, allowing more frequent opportunities for Cedar Avenue traffic to turn onto Cottonwood Lane. Capacity analysis shows the intersection would operate at LOS C overall, with the southbound Cottonwood Lane approach operating at LOS D at worst. Queueing would be significantly reduced along Cedar Avenue to three to four vehicles. Cottonwood Lane queues southbound from Costco would increase to approximately seven to eight vehicles, but surplus queueing storage is available. Table 4 summarizes this all-way-stop scenario, and the Synchro analysis output sheets are included in the Appendix. Table 4 Intersection Capacity Analysis – All-Way-Stop-Control Scenario Intersection / Lane Group Level of Service Weekday Afternoon Peak Hour Saturday Midday Peak Hour Background Combined Background Combined Cedar Avenue at Cottonwood Lane All-Way-Stop-Control Scenario Cedar Avenue Westbound Left - B - C Cedar Avenue Westbound Right - B - C Cottonwood Lane Northbound Thru/Right - A - B Cottonwood Lane Southbound Left/Thru - C - D Overall Intersection - B - C The right-out driveway onto Cedar Avenue and the full-access driveway along Cottonwood Lane will operate at favorable levels of service with minimal queueing (approximately one to two vehicles queued during peak conditions). August 11, 2023 Ms. Sarah Stine Page 11 SLR International Corporation slrconsulting.com It should be noted that the analysis results are based on several conservative factors and present a worst- case scenario. Delays, level of service, and queueing would likely be less in reality. The recommendation to convert the Cedar Avenue-Cottonwood Lane intersection to an all-way-stop intersection remains nonetheless. CONCLUSION SLR has prepared this traffic impact study for the proposed full development of the Unit 5 parcel of Evergreen Walk. The results of this study indicate that future traffic generated by the proposed restaurant and retail space will not impact the surrounding roadway system if relatively low-cost measures are taken to convert the intersection of Cedar Avenue at Cottonwood Lane into an all-way-stop intersection from its current configuration. During the peak hours studied with the full site buildout, capacity analysis results showed a significant increase in delays and queueing at the current two-way-stop intersection. These conditions would ultimately be mitigated by making the intersection an all-way-stop intersection. It is recommended that appropriate signage and pavement markings be installed to accomplish this. At the signalized intersection of Cedar Avenue at Buckland Road, signal timing adjustments should be considered for the weekday afternoon period. A parking analysis was conducted based on industry data and found that even at the busiest times of day, only around half to two-thirds of the 191 provided on-site parking spaces may be needed on a typical day. Sight lines are expected to be sufficient, and no particular crash patterns were found that would warrant mitigation. To maintain sightlines, periodic trimming of vegetation will be necessary. We hope this report is useful to you and the Town of South Windsor. If you have any questions or need anything further, please do not hesitate to contact the undersigned. Sincerely, SLR International Corporation Neil C. Olinski, MS, PTP Carl Giordano, PE, CNU-A Principal Transportation Planner Associate Transportation Engineer Enclosures Traffic Impact Study Evergreen Walk Unit 5 Proposed Restaurants SLR Interna�onal Corpora�on slrconsul�ng.com SOUTH WINDSOR MANCHESTER EAST HARTFORD Manchester Secondary ")194 ")74 ")30 Clark StreetTolland T u r n pi k e DemingStreet Pleas a n t V a l l e y R o a d Hilliard S t r e e tAdams Str eetBuc k l a n d S t r e e t C h a p e l R oad Bucklan d Hills D r i v e North Main Stre e tBucklandRoadSlater StreetNew State RoadBroad StreetHale RoadPav i l i o n Drive Ellington Road O akla ndRoad Felt RoadSmith StreetFosterRoad Sco t t D rive W o o dl a n d S t reetPierceRoadCroft D r i v eFoster StreetQu a r r y Brook Driv eLoomi s R o a d Bayb e r r y T r ail Loomis Street MargaretDrive Mohegan T r a i l JacquesLan e C ardinalWaySlater Street Sta n leyDriveMill P o n d Dri v e Kra wskiDrive Irving StreetRidgeRoadRugby Lane Judge L a n e TimberTrailWheeler RoadSherwood DriveTallw o o d D r i v e Westerly S t r ee tShady Lane Burnham Street GilbertLaneA mato Drive Far m Bro o kLane Win d s o r S t r e e t Alpin e D r i v e Carroll Road Berry P at c h Berr y P a t c h §¨¦84 §¨¦291 §¨¦291 §¨¦84 §¨¦84 §¨¦84 Site Location Figure 1 Site Location Map 1" = 2,000' SLR Interna�onal Corpora�on slrconsul�ng.com Figure 2Existing (2023) Traffic Volumes Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment20 (35)5 (10)190 (320)30 (30)15 (25)195 (255)15 (25)180 (220)40 (45)915 (900)170 (270)875 (810)Traffic counts from March 2023.## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour) SLR Interna�onal Corpora�on slrconsul�ng.comDS Figure 3Site-Generated Traffic DistributionDS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment[10%]100%[30%][70%]30%70%## [##] = In [Out]Pass-by distribution is 50% to and from the north and 50% to and from the south along Buckland Road.[90%][10%]100%100%[10%] SLR Interna�onal Corpora�on slrconsul�ng.com DS Figure 4Site-Generated New Traffic DS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment82 (142)22 (42)51 (98)25 (43)57 (99)## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour)66 (126)7 (14)82 (142)7 (14)82 (142)7 (14) SLR Interna�onal Corpora�on slrconsul�ng.comDS Figure 5Site-Generated Pass-By TrafficDS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment24 (41)10 (20)11 (20)## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour)19 (36)2 (4)24 (41)2 (4)24 (41)2 (4)12 (21)-12 (-21)12 (20)-12 (-20) SLR Interna�onal Corpora�on slrconsul�ng.com DS Figure 6Site-Generated Total Traffic DS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment106 (183)32 (62)62 (118)## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour)85 (162)9 (18)106 (183)9 (18)106 (183)9 (18)37 (64)-12 (-21)69 (119)-12 (-20) SLR Interna�onal Corpora�on slrconsul�ng.comDS Figure 7Existing Bank Total TrafficDS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment23 (30)8 (10)15 (18)## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour)21 (25)2 (3)23 (30)2 (3)23 (30)2 (3)7 (10)-2 (-3)16 (20)-3 (-3) SLR Interna�onal Corpora�on slrconsul�ng.com DS Figure 8Background (2024) Traffic Volumes DS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour)21 (25)416 (460)345 (445)30 (50)42 (28)297 (360)119 (100)25 (35)303 (417)70 (75)negligible2 (3)negligible121 (105)23 (30)175 (193)1112 (1188)42 (65)228 (259)1135 (1003)36 (55)42 (34)13 (8)106 (108)150 (177)6 (9)210 (284) SLR Interna�onal Corpora�on slrconsul�ng.comS Figure 9Combined (2024) Traffic VolumesS Traffic Impact StudyEvergreen Walk Unit 5 Proposed Restaurants© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS Cedar AvenueSITECottonwood LaneBuckland RoadGatewayDevelopment## (##) = Weekday Afternoon Peak Hour (Saturday Midday Peak Hour)106 (187)70 (75)negligible11 (21)negligible121 (105)129 (213)522 (643)354 (463)30 (50)51 (46)297 (360)225 (283)25 (35)303 (417)212 (257)1100 (1167)42 (65)297 (378)1123 (983)36 (55)42 (34)13 (8)106 (108)182 (239)6 (9)272 (402) APPENDIX Filename: c:\bms\langan-pw-01\dms58671\140222801-0502-KT001-0108.dwg Date: 6/10/2021 Time: 23:25 User: cmclean Style Table: Langan.stb Layout: Fig. 8 555 Long Wharf Drive New Haven, CT 06511 T: 203.562.5771 F: 203.789.6142 www.langan.com © 2020 LanganLangan CT, Inc. SLR International Corporation, 195 Church Street, 7th Floor, New Haven, CT 06510 203 344 7887 slrconsulting.com January 14, 2022 Mr. Jay Fisher Chief Operating Officer Accubranch 1137 Main Street East Hartford, CT 06108 RE: Traffic Review Evergreen Walk – Unit 5 – Proposed Bank South Windsor, Connecticut SLR #141.14899.00004 Dear Mr. Fisher: At your request, we have reviewed the traffic-related materials associated with the mixed-use Evergreen Walk development on the western side of Buckland Road in South Windsor, Connecticut. The Evergreen Walk development has received master plan approval for approximately 1,500,000 square feet (SF) of retail, office, residential, and other commercial space and is partially built out. Specifically, we have evaluated the proposed development of Unit 5, located on the southwest corner of Buckland Road and Cedar Avenue, opposite the proposed Gateway development. Unit 5 has received master plan approval for 50,000 SF of retail, split between several buildings. Proposed is a 2,200 SF bank building in place of 6,000 SF of retail space; the remaining 44,000 SF of retail space will remain. Proposed is a right-in, right-out driveway from Unit 5 to Cedar Avenue, approximately 170 feet west of Buckland Road. This letter compares the difference in trip generation associated with the change in land use from 6,000 SF of retail to a 2,200 SF bank. The following materials have been reviewed: • Traffic Impact Study for Evergreen Walk (June 13, 2007, revised December 2007), prepared by FA Hesketh & Associates • Traffic Impact Report for The Town Square at Evergreen Walk (August 8, 2011), prepared by URS Corporation • Traffic Impact Study for Proposed Grocer/Retail at the Promenade Shops at Evergreen Walk (June 2021), prepared by Langan Initially, we reviewed the traffic impact studies from 2007 and 2011 for the Evergreen Walk development. Following this review, the Office of the State Traffic Administration (OSTA) provided the most recent traffic materials for Evergreen Walk. The project is currently undergoing review under OSTA #132-2108-01, which will replace 53,000± SF of retail space with 10,000± SF of retail space and a 40,000± SF grocery store. The traffic report for this development was prepared by Langan; the traffic volumes from this study have been approved by the Connecticut Department of Transportation (CTDOT) Bureau of Policy and Planning. It is January 14, 2022 Mr. Jay Fisher Page 2 SLR International Corporation slrconsulting.com noted that Langan’s traffic impact study included the proposed Gateway development, which will have access via a new driveway opposite Cedar Avenue at Buckland Road. The analyses from these traffic reports all assume Unit 5 will be occupied by 50,000 SF of retail space. However, Unit 5 is proposed to replace 6,000 SF of retail space with a 2,200 SF bank. The net increase in site-generated traffic was estimated using statistical data published by the Institute of Transportation Engineers (ITE)1. ITE Land Use Codes (LUC) #820, Shopping Center, and #912, Drive-in Bank, were used to estimate the site traffic volumes, which are shown in Table 1. TABLE 1 Trip Generation Comparison LAND USE ITE LAND USE # NUMBER OF VEHICLE TRIPS WEEKDAY MORNING PEAK HOUR WEEKDAY AFTERNOON PEAK HOUR SATURDAY PEAK HOUR IN OUT TOTAL IN OUT TOTAL IN OUT TOTAL Shopping Center (6000 SF) 820 3 2 5 11 12 23 14 13 27 Drive-in Bank (2200 SF) 912 13 9 22 23 23 46 30 28 58 NET CHANGE IN SITE-GENERATED TRAFFIC +10 +7 +17 +12 +11 +23 +16 +15 +31 Trip Generation, 11th Edition. Institute of Transportation Engineers, 2021 The proposed bank is expected to generate a relatively small amount of additional traffic, which is not expected to materially change the conclusions of the review. It is expected that the impact of the proposed bank will remain consistent with those findings from the Langan traffic study. Furthermore, the net new traffic expected to be added during all the peak hours is less than the threshold required by the Office of the State Traffic Administration (OSTA) to conduct new traffic counts. We have also reviewed the additional traffic reports related to the Evergreen Walk development, provided by Steve Mitchell; based on our review of those materials, our findings as summarized in this letter remain the same. We hope this letter is useful to you and the Town of South Windsor. If you have any questions or need anything further, please do not hesitate to contact the undersigned. Sincerely, SLR International Corporation David G. Sullivan, PE U.S. Manager of Traffic & Transportation Planning Enclosures 141.14899.00004.j1422.ltr 1 Trip Generation, 11th Edition, Institute of Transportation Engineers, 2021 LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS (MOTORIZED VEHICLE MODE) Level of service for signalized intersections is defined in terms of control delay, which is a measure of driver discomfort, frustration, fuel consumption, and increased travel time. The delay experienced by a motorist is made up of a number of factors that relate to control, geometrics, traffic, and incidents. Total delay is the difference between the travel time actually experienced and the reference travel time that would result during base conditions: in the absence of traffic control, geometric delay, any incidents, and any other vehicles. Specifically, LOS criteria for traffic signals are stated in terms of the average control delay per vehicle, typically for a 15-min analysis period. Delay is a complex measure and depends on a number of variables, including the quality of progression, the cycle length, the green ratio, and the v/c ratio for the lane group. The criteria are given below. LEVEL-OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS MOTORIZED VEHICLE MODE LOS By Volume-to-Capacity Ratio1 CONTROL DELAY (s/veh) v/c ≤ 1.0 v/c > 1.0 A F ≤ 10 B F > 10 AND ≤ 20 C F > 20 AND ≤ 35 D F > 35 AND ≤ 55 E F > 55 AND ≤ 80 F F > 80 1 For approach-based and intersection-wide assessments, LOS is defined solely by control delay. Specific descriptions of each LOS for signalized intersections are provided below: Level of Service A describes operations with a control delay of 10 s/veh and 20 s/veh and a volume- to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is exceptionally favorable or the cycle length is very short. If LOS A is the result of favorable progression, most vehicles arrive during the green indication and travel through the intersection without stopping. Level of Service B describes operations with control delay between 10 and 20 s/veh and a volume- to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is low and either progression is highly favorable or the cycle length is short. More vehicles stop than with LOS A. Level of Service C describes operations with control delay between 20 and 35 s/veh and a volume- to-capacity ratio no greater than 1.0. This level is typically assigned when progression is favorable or the cycle length is moderate. Individual cycle failures (i.e., one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear at this level. The number of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping. Level of Service D describes operations with control delay between 35 and 55 s/veh and a volume- to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is high and either progression is ineffective or the cycle length is long. Many vehicles stop and individual cycle failures are noticeable. Level of Service E describes operations with control delay between 55 and 80 s/veh and a volume- to-capacity ratio no greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is high, progression is unfavorable, and the cycle length is long. Individual cycle failures are frequent. Level of Service F describes operations with control delay exceeding 80 s/veh or a volume-to- capacity ratio greater than 1.0. This level is typically assigned when the volume-to-capacity ratio is very high, progression is very poor, and the cycle length is long. Most cycles fail to clear the queue. Reference: Highway Capacity Manual 6, Transportation Research Board, 2016. LEVEL OF SERVICE FOR TWO-WAY STOP SIGN CONTROLLED INTERSECTIONS The level of service for a TWSC (two-way stop controlled) intersection is determined by the computed or measured control delay and is defined for each minor movement. Level of service is not defined for the intersection as a whole. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. LOS criteria are given in the Table. LOS criteria are given below: LEVEL-OF SERVICE CRITERIA FOR AWSC INTERSECTIONS LOS1 CONTROL DELAY (s/veh) A ≤ 10 B > 10 AND ≤ 15 C > 15 AND ≤ 25 D > 25 AND ≤ 35 E > 35 AND ≤ 50 F > 50 Note: LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole. LOS F is assigned to a movement if the volume-to-capacity ratio exceeds 1.0, regardless of the control delay Reference: Highway Capacity Manual Version 6.0, Transportation Research Board, 2016. LEVEL OF SERVICE FOR UNSIGNALIZED INTERSECTIONS ALL-WAY STOP-CONTROL (AWSC) The criteria for AWSC intersections have different threshold values than do those for signalized intersections primarily because drivers expect different levels of performance from distinct types of transportation facilities. The expectation is that a signalized intersection is designed to carry higher traffic volumes than an AWSC intersection. Thus a higher level of control delay is acceptable at a signalized intersection for the same LOS. The level-of-service criteria are given below. LEVEL-OF SERVICE CRITERIA FOR AWSC INTERSECTIONS LOS1 CONTROL DELAY (s/veh) A ≤ 10 B > 10 AND ≤ 15 C > 15 AND ≤ 25 D > 25 AND ≤ 35 E > 35 AND ≤ 50 F > 50 1 For approaches and intersection-wide assessment, LOS is defined solely by control delay. Note: LOS F is assigned to a movement if the volume-to-capacity ratio exceeds 1.0, regardless of the control delay. Reference: Highway Capacity Manual Version 6.0, Transportation Research Board, 2016. Lanes, Volumes, Timings 2024 Combined Condition PM 1: Buckland Road & Cedar Avenue/Gateway Development 08/10/2023 2024 Combined Condition PM Evergreen Walk Unit 5, South Windsor 4:10 pm 03/20/2023 Synchro 11 Report SLR Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 182 6 272 106 13 42 297 1123 36 42 1100 212 Future Volume (vph) 182 6 272 106 13 42 297 1123 36 42 1100 212 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 400 0 150 150 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.853 0.885 0.995 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1589 0 1770 1649 0 1770 3522 0 1770 3539 1583 Flt Permitted 0.460 0.494 0.107 0.199 Satd. Flow (perm) 857 1589 0 920 1649 0 199 3522 0 371 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 280 43 5 168 Link Speed (mph) 30 30 40 40 Link Distance (ft) 243 322 448 389 Travel Time (s) 5.5 7.3 7.6 6.6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 188 6 280 109 13 43 306 1158 37 43 1134 219 Shared Lane Traffic (%) Lane Group Flow (vph) 188 286 0 109 56 0 306 1195 0 43 1134 219 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 2 Detector Phase 7 4 3 8 1 6 5 2 2 Switch Phase Minimum Initial (s) 4.0 10.0 4.0 10.0 4.0 10.0 4.0 10.0 10.0 Minimum Split (s) 9.0 15.0 9.0 15.0 7.0 15.0 7.0 15.0 15.0 Total Split (s) 16.0 22.0 12.0 18.0 16.0 46.0 10.0 40.0 40.0 Total Split (%) 17.8% 24.4% 13.3% 20.0% 17.8% 51.1% 11.1% 44.4% 44.4% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 0.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None C-Min None C-Min C-Min Act Effct Green (s) 21.3 12.7 15.4 10.1 59.3 51.4 47.6 39.3 39.3 Actuated g/C Ratio 0.24 0.14 0.17 0.11 0.66 0.57 0.53 0.44 0.44 v/c Ratio 0.60 0.62 0.48 0.25 0.78 0.59 0.15 0.73 0.28 Control Delay 35.7 11.2 33.4 18.8 33.0 16.1 8.7 26.2 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 35.7 11.2 33.4 18.8 33.0 16.1 8.7 26.2 6.4 LOS D B C B C B A C A Approach Delay 20.9 28.4 19.6 22.5 Approach LOS C C B C Stops (vph) 147 41 88 21 173 750 21 893 42 Fuel Used(gal) 2 1 1 0 5 15 0 18 1 Lanes, Volumes, Timings 2024 Combined Condition PM 1: Buckland Road & Cedar Avenue/Gateway Development 08/10/2023 2024 Combined Condition PM Evergreen Walk Unit 5, South Windsor 4:10 pm 03/20/2023 Synchro 11 Report SLR Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR CO Emissions (g/hr) 173 97 103 32 322 1027 27 1226 87 NOx Emissions (g/hr) 34 19 20 6 63 200 5 238 17 VOC Emissions (g/hr) 40 22 24 7 75 238 6 284 20 Dilemma Vehicles (#) 0 0 0 0 0 64 0 61 0 Queue Length 50th (ft) 85 3 47 7 108 258 9 298 18 Queue Length 95th (ft) 144 73 88 42 #234 345 21 384 64 Internal Link Dist (ft) 163 242 368 309 Turn Bay Length (ft) 200 400 150 150 Base Capacity (vph) 318 527 228 274 395 2013 309 1544 785 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.59 0.54 0.48 0.20 0.77 0.59 0.14 0.73 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 21.3 Intersection LOS: C Intersection Capacity Utilization 85.7% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Buckland Road & Cedar Avenue/Gateway Development HCM 6th TWSC 2024 Combined Condition PM 2: Cottonwood Lane & Cedar Avenue 08/10/2023 2024 Combined Condition PM Evergreen Walk Unit 5, South Windsor 4:10 pm 03/20/2023 Synchro 11 Report SLR Page 1 Intersection Int Delay, s/veh 21.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 225 297 30 51 303 25 Future Vol, veh/h 225 297 30 51 303 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 250 330 33 57 337 28 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 764 62 0 0 90 0 Stage 1 62 - - - - - Stage 2 702 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 372 1003 - - 1505 - Stage 1 961 - - - - - Stage 2 491 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 288 1003 - - 1505 - Mov Cap-2 Maneuver 288 - - - - - Stage 1 961 - - - - - Stage 2 380 - - - - - Approach WB NB SB HCM Control Delay, s 33.3 0 7.5 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 288 1003 1505 - HCM Lane V/C Ratio - - 0.868 0.329 0.224 - HCM Control Delay (s) - - 63.7 10.3 8.1 0 HCM Lane LOS - - F B A A HCM 95th %tile Q(veh) - - 7.6 1.4 0.9 - HCM 6th TWSC 2024 Combined Condition PM 3: Site Right-In-Out & Cedar Avenue 08/10/2023 2024 Combined Condition PM Evergreen Walk Unit 5, South Windsor 4:10 pm 03/20/2023 Synchro 11 Report SLR Page 2 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 354 0 0 522 0 106 Future Vol, veh/h 354 0 0 522 0 106 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 385 0 0 567 0 115 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 385 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 663 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 663 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 663 - - HCM Lane V/C Ratio 0.174 - - HCM Control Delay (s) 11.6 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0.6 - - HCM 6th TWSC 2024 Combined Condition PM 4: Cottonwood Lane & Site Full Access 08/10/2023 2024 Combined Condition PM Evergreen Walk Unit 5, South Windsor 4:10 pm 03/20/2023 Synchro 11 Report SLR Page 3 Intersection Int Delay, s/veh 3.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 11 70 1 129 121 Future Vol, veh/h 1 11 70 1 129 121 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 12 76 1 140 132 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 489 77 0 0 77 0 Stage 1 77 - - - - - Stage 2 412 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 538 984 - - 1522 - Stage 1 946 - - - - - Stage 2 669 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 485 984 - - 1522 - Mov Cap-2 Maneuver 485 - - - - - Stage 1 946 - - - - - Stage 2 603 - - - - - Approach WB NB SB HCM Control Delay, s 9 0 3.9 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 906 1522 - HCM Lane V/C Ratio - - 0.014 0.092 - HCM Control Delay (s) - - 9 7.6 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0.3 - Lanes, Volumes, Timings 2024 Combined Condition SAT 1: Buckland Road & Cedar Avenue/Gateway Development 08/10/2023 2024 Combined Condition SAT Evergreen Walk Unit 5, South Windsor 9:36 am 03/24/2023 Synchro 11 Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 239 9 402 108 8 34 378 983 55 65 1167 257 Future Volume (vph) 239 9 402 108 8 34 378 983 55 65 1167 257 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 0 0 400 0 150 150 Storage Lanes 1 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Frt 0.853 0.878 0.992 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1589 0 1770 1635 0 1770 3511 0 1770 3539 1583 Flt Permitted 0.405 0.667 0.100 0.269 Satd. Flow (perm) 754 1589 0 1242 1635 0 186 3511 0 501 3539 1583 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 362 35 10 191 Link Speed (mph) 30 30 40 40 Link Distance (ft) 243 322 448 389 Travel Time (s) 5.5 7.3 7.6 6.6 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 244 9 410 110 8 35 386 1003 56 66 1191 262 Shared Lane Traffic (%) Lane Group Flow (vph) 244 419 0 110 43 0 386 1059 0 66 1191 262 Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 6 2 2 Detector Phase 7 4 3 8 1 6 5 2 2 Switch Phase Minimum Initial (s) 5.0 7.0 4.0 7.0 4.0 10.0 4.0 10.0 10.0 Minimum Split (s) 10.0 12.0 9.0 12.0 7.0 15.0 7.0 15.0 15.0 Total Split (s) 14.0 15.0 14.0 15.0 21.0 53.0 8.0 40.0 40.0 Total Split (%) 15.6% 16.7% 15.6% 16.7% 23.3% 58.9% 8.9% 44.4% 44.4% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time (s) 2.0 2.0 2.0 2.0 0.0 2.0 0.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 3.0 5.0 3.0 5.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Recall Mode None None None None None C-Min None C-Min C-Min Act Effct Green (s) 18.0 9.8 14.6 8.8 61.0 52.4 46.2 38.9 38.9 Actuated g/C Ratio 0.20 0.11 0.16 0.10 0.68 0.58 0.51 0.43 0.43 v/c Ratio 0.85 0.85 0.44 0.23 0.91 0.52 0.20 0.78 0.33 Control Delay 60.2 24.7 34.3 18.8 48.5 13.5 9.0 27.8 7.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 60.2 24.7 34.3 18.8 48.5 13.5 9.0 27.8 7.1 LOS E C C B D B A C A Approach Delay 37.8 29.9 22.9 23.4 Approach LOS D C C C Stops (vph) 194 72 89 17 244 601 31 957 57 Fuel Used(gal) 4 3 2 0 7 12 1 19 2 Lanes, Volumes, Timings 2024 Combined Condition SAT 1: Buckland Road & Cedar Avenue/Gateway Development 08/10/2023 2024 Combined Condition SAT Evergreen Walk Unit 5, South Windsor 9:36 am 03/24/2023 Synchro 11 Report Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR CO Emissions (g/hr) 311 227 106 25 509 833 42 1334 112 NOx Emissions (g/hr) 61 44 21 5 99 162 8 259 22 VOC Emissions (g/hr) 72 53 25 6 118 193 10 309 26 Dilemma Vehicles (#) 0 0 0 0 0 58 7 64 0 Queue Length 50th (ft) 118 30 49 4 160 197 12 321 25 Queue Length 95th (ft) #229 #183 92 35 #325 255 27 #422 78 Internal Link Dist (ft) 163 242 368 309 Turn Bay Length (ft) 200 400 150 150 Base Capacity (vph) 286 503 260 212 442 2047 332 1528 792 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.85 0.83 0.42 0.20 0.87 0.52 0.20 0.78 0.33 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 26.0 Intersection LOS: C Intersection Capacity Utilization 100.4% ICU Level of Service G Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Buckland Road & Cedar Avenue/Gateway Development HCM 6th TWSC 2024 Combined Condition SAT 2: Cottonwood Lane & Cedar Avenue 08/10/2023 2024 Combined Condition SAT Evergreen Walk Unit 5, South Windsor 9:36 am 03/24/2023 Synchro 11 Report Page 1 Intersection Int Delay, s/veh 83.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 283 360 50 46 417 35 Future Vol, veh/h 283 360 50 46 417 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 298 379 53 48 439 37 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 992 77 0 0 101 0 Stage 1 77 - - - - - Stage 2 915 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver ~ 272 984 - - 1491 - Stage 1 946 - - - - - Stage 2 390 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 190 984 - - 1491 - Mov Cap-2 Maneuver ~ 190 - - - - - Stage 1 946 - - - - - Stage 2 ~ 273 - - - - - Approach WB NB SB HCM Control Delay, s 148.7 0 7.8 HCM LOS F Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 190 984 1491 - HCM Lane V/C Ratio - - 1.568 0.385 0.294 - HCM Control Delay (s) - - $ 324 10.9 8.4 0 HCM Lane LOS - - F B A A HCM 95th %tile Q(veh) - - 19.3 1.8 1.2 - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 6th TWSC 2024 Combined Condition SAT 3: Site Right-In-Out & Cedar Avenue 08/10/2023 2024 Combined Condition SAT Evergreen Walk Unit 5, South Windsor 9:36 am 03/24/2023 Synchro 11 Report Page 2 Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 463 0 0 643 0 187 Future Vol, veh/h 463 0 0 643 0 187 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 503 0 0 699 0 203 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - - 503 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.22 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.318 Pot Cap-1 Maneuver - 0 0 - 0 569 Stage 1 - 0 0 - 0 - Stage 2 - 0 0 - 0 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - - 569 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 14.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 569 - - HCM Lane V/C Ratio 0.357 - - HCM Control Delay (s) 14.8 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 1.6 - - HCM 6th TWSC 2024 Combined Condition SAT 4: Cottonwood Lane & Site Full Access 08/10/2023 2024 Combined Condition SAT Evergreen Walk Unit 5, South Windsor 9:36 am 03/24/2023 Synchro 11 Report Page 3 Intersection Int Delay, s/veh 4.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 21 75 1 213 105 Future Vol, veh/h 1 21 75 1 213 105 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 23 82 1 232 114 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 661 83 0 0 83 0 Stage 1 83 - - - - - Stage 2 578 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 427 976 - - 1514 - Stage 1 940 - - - - - Stage 2 561 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 357 976 - - 1514 - Mov Cap-2 Maneuver 357 - - - - - Stage 1 940 - - - - - Stage 2 469 - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 5.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 905 1514 - HCM Lane V/C Ratio - - 0.026 0.153 - HCM Control Delay (s) - - 9.1 7.8 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0.5 - HCM 6th AWSC 2024 Combined Condition PM 2: Cottonwood Lane & Cedar Avenue 08/10/2023 2024 Combined Condition PM Evergreen Walk Unit 5, South Windsor 4:10 pm 03/20/2023 Synchro 11 Report SLR Page 1 Intersection Intersection Delay, s/veh 13.8 Intersection LOS B Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 225 297 30 51 303 25 Future Vol, veh/h 225 297 30 51 303 25 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 250 330 33 57 337 28 Number of Lanes 1 1 1 0 0 1 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 2 Conflicting Approach Right SB WB Conflicting Lanes Right 1 2 0 HCM Control Delay 13.1 9.5 15.9 HCM LOS B A C Lane NBLn1 WBLn1 WBLn2 SBLn1 Vol Left, % 0% 100% 0% 92% Vol Thru, % 37% 0% 0% 8% Vol Right, % 63% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 81 225 297 328 LT Vol 0 225 0 303 Through Vol 30 0 0 25 RT Vol 51 0 297 0 Lane Flow Rate 90 250 330 364 Geometry Grp 2 7 7 2 Degree of Util (X) 0.139 0.441 0.471 0.572 Departure Headway (Hd) 5.545 6.352 5.139 5.653 Convergence, Y/N Yes Yes Yes Yes Cap 646 568 703 641 Service Time 3.58 4.081 2.868 3.653 HCM Lane V/C Ratio 0.139 0.44 0.469 0.568 HCM Control Delay 9.5 14 12.4 15.9 HCM Lane LOS A B B C HCM 95th-tile Q 0.5 2.2 2.5 3.6 HCM 6th AWSC 2024 Combined Condition SAT 2: Cottonwood Lane & Cedar Avenue 08/10/2023 2024 Combined Condition SAT Evergreen Walk Unit 5, South Windsor 9:36 am 03/24/2023 Synchro 11 Report Page 1 Intersection Intersection Delay, s/veh 19.9 Intersection LOS C Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 283 360 50 46 417 35 Future Vol, veh/h 283 360 50 46 417 35 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 298 379 53 48 439 37 Number of Lanes 1 1 1 0 0 1 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 2 Conflicting Approach Right SB WB Conflicting Lanes Right 1 2 0 HCM Control Delay 16.7 10.4 26.6 HCM LOS C B D Lane NBLn1 WBLn1 WBLn2 SBLn1 Vol Left, % 0% 100% 0% 92% Vol Thru, % 52% 0% 0% 8% Vol Right, % 48% 0% 100% 0% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 96 283 360 452 LT Vol 0 283 0 417 Through Vol 50 0 0 35 RT Vol 46 0 360 0 Lane Flow Rate 101 298 379 476 Geometry Grp 2 7 7 2 Degree of Util (X) 0.172 0.56 0.585 0.778 Departure Headway (Hd) 6.116 6.773 5.555 5.886 Convergence, Y/N Yes Yes Yes Yes Cap 585 533 648 614 Service Time 4.168 4.515 3.297 3.921 HCM Lane V/C Ratio 0.173 0.559 0.585 0.775 HCM Control Delay 10.4 17.8 15.9 26.6 HCM Lane LOS B C C D HCM 95th-tile Q 0.6 3.4 3.8 7.3 Proposed Restaurants Drainage Memorandum Prepared for: O’Connell Development Group 800 Kelly Way Holyoke, MA 01040 SLR #141.21167.00001.0040 July 12, 2023 Revised August 7, 2023 Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised August 7, 2023 1 Drainage Memorandum Proposed Restaurants Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 SLR #141.21167.00001.0040 This Drainage Memorandum has been prepared in support of the Site Plan of Development of new restaurants within Unit 5 of the Evergreen Walk Development. This memorandum meets the requirements of the Town of South Windsor Zoning Regulations, Section 6.6.5 Storm Drainage recognizing the storm drainage infrastructure that has already been built as part of the overall development. The project includes utility infrastructure to support the new restaurants and access drive through the site with considerations for future development of the remainder of the Unit. The main vehicular access to the site will be two-way off Tamarack Avenue with an additional right-in, right-out access onto Cedar Ave. Figure 1 – Project Area Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised August 7, 2023 2 Table 1 – Stormwater Data Parcel Size Total 5.779 acres Soil Characteristics Hydrologic Soil Group "B" and "C" Nearest Water body Intermittent watercourse and Plum Gully Brook Federal Emergency Management Agency (FEMA)Zone X Proposed Impervious Coverage (People’s Bank and New Restaurants)53% Proposed Land Use Open space, building, sidewalks, and bituminous parking lot Stormwater Treatment Practices -Capturing and treating the design water quality flow (WQF) -Removing at least 80 percent of the average annual total suspended solids (TSS) load Water Quality Measures Proprietary stormwater treatment Device - Hydrodynamic Separator STORMWATER MANAGEMENT APPROACH Fuss & O’Neill prepared a Stormwater Management Report for the Evergreen Walk development in 2007. In that report, this subject site (Unit 5) is referred to as "LA Fitness (Conceptual Design)". Unit 5 was identified as an area not required to provide stormwater detention. The stormwater management approach for this project follows the design of that prior report. Naturally, no calculations for zero net increase of stormwater have been provided for this site as the prior report demonstrated that there will be no deleterious downstream effects from an increase in stormwater discharge flow. The stormwater management system has been designed utilizing Best Management Practices (BMPs) to provide water quality management. The primary design goal is to treat the water quality flow (WQF), in accordance with Connecticut Department of Energy & Environmental Protection (CTDEEP) requirements, to provide the removal of total suspended solids and other potential stormwater pollutants prior to discharge to the wetland adjacent vegetated buffer. Existing drainage patterns will be maintained to the maximum extent practicable, and pollutant reduction provided via a new proprietary stormwater treatment device (hydrodynamic separator [HDS]). The storm drainage collection system will discharge into an off-line HDS then discharge to a "bubble-up level spreader" where flows will spread over a rigid concrete level spreader lip and sheet flow through the stable and heavily vegetated wetland buffer. Sheet flow over land through the CTDEEP "non developable area" is permitted as long as it does not have erosive velocity. The attachments demonstrate the velocities from the WQF and the 10-year design storm event are within permissible ranges. Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised August 7, 2023 3 The computer program entitled Hydraflow Storm Sewers Extension for AutoCAD® Civil 3D® 2019 by Autodesk, Inc., Version 2018.3, was used for designing the proposed storm drainage collection system. Storm drainage computations performed include pipe capacity, hydraulic grade line calculations, and gutter flow computations. The contributing watershed to each individual catch basin inlet was delineated to determine the drainage area and land coverage. These values were used to determine the stormwater runoff to each inlet using the Rational Method. The rainfall intensities for the site were obtained from the National Oceanic and Atmospheric Administration (NOAA) Atlas 14, Volume 10, Precipitation Frequency Data Server (PFDS). The proposed storm drainage system is designed to provide adequate capacity to convey the 10-year storm event in accordance with Section II 2.3.3 Design Storm Criteria of the South Windsor Public Improvement Specifications. WATER QUALITY MANAGEMENT Stormwater runoff from the parking lot will be directed to the HDS (in an off-line configuration) by conventional catch basin and conveyance pipe network. Due to shallow groundwater (within 3.5 feet of existing grade) encountered during geotechnical investigation, infiltration practices were not considered. The proposed HDS will filter sediment and other pollutants that may be present in the stormwater runoff from the proposed pavement areas prior to the stormwater flows reaching the level spreader. Refer to the CDS Guide-Operation, Design, Performance and Maintenance included as an attachment to this memorandum. The CTDEEP 2004 Stormwater Quality Manual (Chapter 7) recommends methods for sizing stormwater treatment measures with water quality volume (WQV) computations. The WQV addresses the initial stormwater runoff, also commonly referred to as the "first- flush" runoff. The WQV provides adequate volume to store the runoff associated with the first 1 inch of rainfall, which tends to contain the highest concentration of potential pollutants. The WQF is the peak-flow rate associated with the water quality design storm or WQV. The HDS is in an offline configuration that directs and treats only the WQF into the structure and permits remaining storm events to bypass the structure. Offline configurations are ideal to prevent the resuspension of sediment. Supporting calculations have been included as an attachment to this report. CONCLUSION The focus of the stormwater management approach was to provide water quality treatment and maintain existing drainage patterns. Guidance from the original stormwater management report for the overall development site was utilized in the design. The Stormwater Management Design meets the recommendations set forth in the CTDEEP Stormwater Quality Manual and the criteria outlined in the Town of South Windsor Zoning Regulations, Section 6.6.5 Storm Drainage. All supporting documentation is attached to this report. Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised August 7, 2023 4 Attachments Attachment A – FEMA Firmette Map Attachment B – Natural Resources Conservation Service (NRCS) Soil Data Attachment C – Soil Testing Attachment D – Water Quality Computations Attachment E – Hydrologic Analysis – Selected pages of Fuss & O’Neill Report (2007) Attachment F – Storm Drainage Computations 21167.00001.0040.mr2823.drainage memo.docx ATTACHMENT A FEMA FIRMETTE MAP Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 8/18/2021 at 10:18 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 72°33'34"W 41°49'11"N 72°32'56"W 41°48'45"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 ATTACHMENT B NRCS SOIL DATA Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for State of ConnecticutNatural Resources Conservation Service December 3, 2021 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. 22 Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Custom Soil Resource Report 23 24 Custom Soil Resource Report Map—Hydrologic Soil Group 463211046321504632190463223046322704632310463235046321104632150463219046322304632270463231046323504632390702940 702980 703020 703060 703100 703140 703180 703220 703260 703300 703340 702940 702980 703020 703060 703100 703140 703180 703220 703260 703300 703340 41° 49' 2'' N 72° 33' 24'' W41° 49' 2'' N72° 33' 6'' W41° 48' 53'' N 72° 33' 24'' W41° 48' 53'' N 72° 33' 6'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:1,990 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: State of Connecticut Survey Area Data: Version 21, Sep 7, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 15, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 25 Table—Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 12 Raypol silt loam C/D 0.1 1.0% 108 Saco silt loam B/D 0.0 0.2% 702A Tisbury silt loam, 0 to 3 percent slopes C 2.7 19.4% 704A Enfield silt loam, 0 to 3 percent slopes B 6.0 44.0% 704B Enfield silt loam, 3 to 8 percent slopes B 4.9 35.5% Totals for Area of Interest 13.8 100.0% Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Custom Soil Resource Report 26 ATTACHMENT C SOIL TESTING Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 TAMARACK AVENUEAPPROXIMATE LOCATION OFFUTURE BUILDING PADB-1B-5B-6APPROXIMATE LOCATION OFPROPOSED BANKAPPROXIMATE LOCATION OFFUTURE RESTAURANTB-4B-3B-2SHEET NO.FIG. 2REVISIONSDATEPROJECT NO.DESIGNEDRDGSCALEDRAWNRDGCHECKEDJWKAUGUST 4, 2021141.14899.000041"=50'SWNESUBSURFACE EXPLORATION LOCATION PLANPROPOSED BANK$1')8785(%8,/',1*3$'6CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT0'25' 50'0 1/2"1"Copyright Milone & MacBroom, Inc - 202099 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTES:1. BASEMAP DEVELOPED FROM ANELECTRONIC FILE BY SLR TITLED"PROPERTY & TOPOGRAPHICSURVEY" AND DATED 7/22/2021.2. BORINGS BY SLR WEREPERFORMED BY SITE, LLC ON7/30/2021.3. THE LOCATIONS OF THESEBORINGS WERE LOCATED BYSURVEY. THESE LOCATIONSSHOULD BE CONSIDEREDACCURATE ONLY TO THE DEGREEIMPLIED BY THE METHOD USED.LEGEND:B-1BORING BY SLRINTERNATIONALCORPORATION (SLR) PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 7:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 132.6' 4 3 5 10 3.0' 130.6' 19 12 4.5' 129.1' 6 10 22 22 30 50/4" S‐5 4 50/4" 19.8' 113.8' 1 UT = UNDISTURBED THINWALL 30 +  = HARD 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% PROPORTIONS Bottom of Exploration ±19.8' 21 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% Remarks: 1. Auger refusal at ±19.8'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE 20 22 18 19 15 17 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 12 9 13 10S‐4 11 10 S‐4: Very dense, reddish brown, fine to coarse SAND, some fine to coarse Gravel, little Silt. 7 8 5 6 S‐2: Medium dense, Top 8": Light brown, fine to medium SAND, some Silt. 3 Bottom 12": Reddish brown, fine to coarse SAND and fine to coarse GRAVEL, trace Silt. 4 S‐1: Loose, Top 10": Brown, fine to coarse SAND, some Silt, trace fine Gravel, trace Organics. 1 Bottom 6": Light brown, fine to medium SAND, some Silt, trace Organics. 2 ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION SIZE ID (IN.)NOT ENCOUNTERED RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: JULY 30, 2021 GROUND SURFACE ELEVATION: ±133.6' 141.14899.00004 FOREMAN: J. DEANGELIS PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐1 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC S‐3: Dense, reddish brown, fine to coarse SAND, some fine to coarse Gravel, little Silt. BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK S‐322 16 14 S‐116 S‐220 WEATHERED  BEDROCK TOPSOIL SUBSOIL SAND & GRAVEL SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 8:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 1 1.0' 141.6' 3 2 1 2 3.0' 139.6' 2 3.3'G.W.T.139.3' 4 8 12 12 9 8.5' 134.1' 12 10 13 14 13.5' 129.1' 41 50/3" 18.4' 124.2' 1 UT = UNDISTURBED THINWALL TOPSOIL SAND SUBSOIL GLACIAL TILL WEATHERED  BEDROCK BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK EQUIPMENT: PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐2 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS HMR. FALL (IN.) JULY 30, 2021 GROUND SURFACE ELEVATION: ±142.6' TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER GROUNDWATER DEPTH (FT.)TYPE OF RIG: RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION SIZE ID (IN.)±3.3'RIG MODEL:   HMR. WT (LB.) BURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) CME‐55 LCX 1 Bottom 12": Light brown, fine to medium SAND and SILT, trace Organics.ELEV. (FT.)RemarkDepth    (FT) SAMPLE  NUMBER 2 S‐2: Loose, Top 12": Light brown, fine to medium SAND and SILT. 3 Bottom 6": Reddish brown, fine to coarse SAND, little Silt. S‐1: Loose, Top 7": Brown, fine to coarse SAND, some Silt, trace fine Gravel, trace Organics. S‐3: Medium dense, reddish brown, fine to coarse SAND, trace Silt. 22 7 5 10 S‐4: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 4 8 6 9 11 13 12 S‐422 14 15 S‐57 S‐5:Very dense, reddish fine to coarse SAND, little fine to coarse Gravel, little Silt. 16 17 18 19 Bottom of Exploration ±18.4' 20 21 22 Remarks: 1. Auger refusal at ±18.4'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD S‐119 S‐218 S‐3 SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 9:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 145.1' 2 3 2 3 3.0' 143.1' 4 9 4.5' 141.6' 5.1'G.W.T.141.0' 6 9 15 30 15 25 27 42 13.5' 132.6' 25 38 45 46 S‐6 3 50/3"20.3' 125.8' UT = UNDISTURBED THINWALL S‐421 S‐522 BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐3 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS JULY 30, 2021 GROUND SURFACE ELEVATION: ±146.1' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)±5.1'RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 12": Light brown, fine to medium SAND, some Silt, trace Organics.TOPSOIL SUBSOIL2S‐2: Loose, Top 12": Reddish brown, fine to medium SAND, some Silt. 3 Bottom 10": Reddish brown, fine to coarse SAND, little Silt. S‐119 S‐222 4 S‐1: Loose, Top 7": Dark brown, fine to meduim SAND, some Silt, trace fine Gravel, trace Organics. SAND 5 S‐3: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. S‐3186 GLACIAL TILL 7 8 9 10 S‐4: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. WEATHERED  BEDROCK 11 12 13 14 15 S‐5: Very dense, reddish brown, fine to medium SAND and SILT, trace fine Gravel. 16 17 18 19 20 S‐6: Very dense, reddish brown, fine to coarse SAND,little fine to coarse Gravel, little Silt. 21 Bottom of Exploration ±20.3' 22 Remarks: ±NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 10:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 136.8' 6 11 2.0' 135.8' 8 8 6 6 4.5' 133.3' 11 15 12 6.5' 131.3' 8 8.5' 129.3' 8 8 14 30 13.5' 124.3' S‐5 3 50/4" 18.5' 119.3' 1 UT = UNDISTURBED THINWALL SAND & SILT SAND BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK FILL TOPSOIL PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐4 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS JULY 30, 2021 GROUND SURFACE ELEVATION: ±137.8' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)NOT ENCOUNTERED RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 6": Reddish brown, fine to coarse SAND and fine to coarse GRAVEL, trace Silt.  2 S‐2: Medium dense, light brown, fine to medium SAND, some Silt. SUBSOIL S‐1: Loose, Top 8": Brown, fine to coarse SAND, little Silt, trace fine Gravel, trace Organics. 3 S‐114 S‐220 4 5 S‐3: Medium dense, Top 12": Reddish brown, fine to coarse SAND, trace fine Gravel, trace Silt. S‐3186 Botttom 6": Reddish brown, fine to medium SAND and SILT. 7 8 9 10 S‐4: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. S‐4 12 11 GLACIALTILL22 13 WEATHERED  BEDROCK 14 15 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, trace Silt. 16 17 18 19 Bottom of Exploration ±18.5' 20 21 22 Remarks: 1. Auger refusal at ±18.5'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 11:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 137.3' 6 5 4 6 8 3.5' 134.8' 12 6 5.5' 132.8' 4 5 7 8.5' 129.8' S‐4 4 50/5" S‐5 4 50/5"15.4'G.W.T.122.9' UT = UNDISTURBED THINWALL S‐1: Loose, Top 8": Brown, fine to coarse SAND, little Silt, trace fine Gravel, trace Organics. BORING LOG PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐5 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS ACCUBRANCH INSPECTOR: R. GOWISNOCK JULY 30, 2021 GROUND SURFACE ELEVATION: ±138.3' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)±15.3'RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 8": Light brown, fine to medium SAND, some Silt, trace Organics. 2 S‐2: Medium dense, Top 16": Light brown, fine to medium SAND, some Silt. TOPSOIL SUBSOIL 3 Bottom 6": Reddish brown, fine to coarse SAND, little Silt. S‐116 S‐222 4 SAND & SILT 5 S‐3: Loose, Top 6": Reddish brown, fine to medium SAND and SILT. S‐320 GLACIAL TILL 6 Bottom 14": Reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 7 8 9 10 S‐4: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 11 12 13 WEATHERED  BEDROCK 14 15 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 16 Bottom of Exploration ±15.4' 17 18 19 20 21 22 Remarks: ±NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 1:00 PM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 140.9' 1 1 1 2 4 3.5'G.W.T.138.4' 9 9 11 8 6.5' 135.4' 7 8.5' 133.4' 6 6 10 10 38 50/1" 17.4' 124.5' 1 UT = UNDISTURBED THINWALL S‐1: Very loose, Top 8": Dark brown, fine to medium SAND, little Silt, trace fine Gravel, trace Organics. BORING LOG PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐6 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS ACCUBRANCH INSPECTOR: R. GOWISNOCK JULY 30, 2021 GROUND SURFACE ELEVATION: ±141.9' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)±3.5'RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 6": Light brown, fine to medium SAND, some Silt, trace Organics. 2 S‐2: Loose, Top 14": Light brown, fine to medium SAND, some Silt. TOPSOIL SUBSOIL 3 Bottom 6": Reddish brown, fine to coarse SAND, little Silt. S‐114 S‐220 SAND 4 5 S‐3: Medium dense, Top 14": Reddish brown, fine to coarse SAND, little fine to coarse Gravel, trace Silt. S‐320 SAND & SILT 6 Bottom 6": Reddish brown, fine to medium SAND and SILT. 7 8 9 10 S‐4: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 11 S‐418 12 13 GLACIAL TILL 14 15 S‐57 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 16 17 18 Bottom of Exploration ±17.4' 19 20 21 22 Remarks: 1. Auger refusal at ±17.4'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com ATTACHMENT D WATER QUALITY COMPUTATIONS Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Project 21167.00001 Made By: MCB Date: 7/12/2023 Chkd by: Date: CDS Unit Contributing Basins Imperv. Area (acres) Total Area (acres) Total 2.62 3.82 Table 4.1: WQV = (P)(R v)(A)/12 =0.212 acre-feet Where: I = % of Impervious Cover = 69% Rv = volumetric runoff coeff. 0.05 + 0.009(I) =0.667 P = design precipitation (1.0" for water quality storm) = 1 inch A = site area (acres) = 3.82 acres = 0.0060 miles2 Q = runoff depth (in watershed inches) = [WQV(acrefeet)]*[12(inches/foot)]/drainage area (acres) Q = 0.667 CN = 1000 / [10+ 5P + 10Q -10(Q2 + 1.25QP)0.5] =97 Where: Q = runoff depth (in watershed inches) tc = 0.1 hours Type III Rainfall Distribution: From Table 4-1, Ia = 0.062 Ia/P = 0.062 From Exhibit 4-III, qu = 700 csm/in. WQF = (qu)(A)(Q) = 2.8 cfs CDS 2025-5 Flow = 3.2 cfs -> OK (TR-55) (TR-55) SLR Consulting COMPUTATION SHEET - WATER QUALITY FLOW (WQF) Subject: Proposed Restaurants WATER QUALITY FLOW Page 1 of 1 CDS Guide Operation, Design, Performance and Maintenance ENGINEERED SOLUTIONS 2 CDS® Using patented continuous deflective separation technology, the CDS system screens, separates and traps debris, sediment, and oil and grease from stormwater runoff. The indirect screening capability of the system allows for 100% removal of floatables and neutrally buoyant material without blinding. Flow and screening controls physically separate captured solids, and minimize the re-suspension and release of previously trapped pollutants. Inline units can treat up to 6 cfs, and internally bypass flows in excess of 50 cfs (1416 L/s). Available precast or cast-in- place, offline units can treat flows from 1 to 300 cfs (28.3 to 8495 L/s). The pollutant removal capacity of the CDS system has been proven in lab and field testing. Operation Overview Stormwater enters the diversion chamber where the diversion weir guides the flow into the unit’s separation chamber and pollutants are removed from the flow. All flows up to the system’s treatment design capacity enter the separation chamber and are treated. Swirl concentration and screen deflection force floatables and solids to the center of the separation chamber where 100% of floatables and neutrally buoyant debris larger than the screen apertures are trapped. Stormwater then moves through the separation screen, under the oil baffle and exits the system. The separation screen remains clog free due to continuous deflection. During the flow events exceeding the treatment design capacity, the diversion weir bypasses excessive flows around the separation chamber, so captured pollutants are retained in the separation cylinder. Design Basics There are three primary methods of sizing a CDS system. The Water Quality Flow Rate Method determines which model size provides the desired removal efficiency at a given flow rate for a defined particle size. The Rational Rainfall Method™ or the and Probabilistic Method is used when a specific removal efficiency of the net annual sediment load is required. Typically in the Unites States, CDS systems are designed to achieve an 80% annual solids load reduction based on lab generated performance curves for a gradation with an average particle size (d50) of 125 microns (μm). For some regulatory environments, CDS systems can also be designed to achieve an 80% annual solids load reduction based on an average particle size (d50) of 75 microns (μm) or 50 microns (μm). Water Quality Flow Rate Method In some cases, regulations require that a specific treatment rate, often referred to as the water quality design flow (WQQ), be treated. This WQQ represents the peak flow rate from either an event with a specific recurrence interval, e.g. the six-month storm, or a water quality depth, e.g. 1/2-inch (13 mm) of rainfall. The CDS is designed to treat all flows up to the WQQ. At influent rates higher than the WQQ, the diversion weir will direct most flow exceeding the WQQ around the separation chamber. This allows removal efficiency to remain relatively constant in the separation chamber and eliminates the risk of washout during bypass flows regardless of influent flow rates. Treatment flow rates are defined as the rate at which the CDS will remove a specific gradation of sediment at a specific removal efficiency. Therefore the treatment flow rate is variable, based on the gradation and removal efficiency specified by the design engineer. Rational Rainfall Method™ Differences in local climate, topography and scale make every site hydraulically unique. It is important to take these factors into consideration when estimating the long-term performance of any stormwater treatment system. The Rational Rainfall Method combines site-specific information with laboratory generated performance data, and local historical precipitation records to estimate removal efficiencies as accurately as possible. Short duration rain gauge records from across the United States and Canada were analyzed to determine the percent of the total annual rainfall that fell at a range of intensities. US stations’ depths were totaled every 15 minutes, or hourly, and recorded in 0.01-inch increments. Depths were recorded hourly with 1-mm resolution at Canadian stations. One trend was consistent at all sites; the vast majority of precipitation fell at low intensities and high intensity storms contributed relatively little to the total annual depth. These intensities, along with the total drainage area and runoff coefficient for each specific site, are translated into flow rates using the Rational Rainfall Method. Since most sites are relatively small and highly impervious, the Rational Rainfall Method is appropriate. Based on the runoff flow rates calculated for each intensity, operating rates within a proposed CDS system are GRATE INLET (CAST IRON HOOD FOR CURB INLET OPENING) CREST OF BYPASS WEIR (ONE EACH SIDE) INLET (MULTIPLE PIPES POSSIBLE) OIL BAFFLE SUMP STORAGESEPARATION SLAB TREATMENT SCREEN OUTLET INLET FLUME SEPARATION CYLINDER CLEAN OUT (REQUIRED) DEFLECTION PAN, 3 SIDED (GRATE INLET DESIGN) 3 determined. Performance efficiency curve determined from full scale laboratory tests on defined sediment PSDs is applied to calculate solids removal efficiency. The relative removal efficiency at each operating rate is added to produce a net annual pollutant removal efficiency estimate. Probabilistic Rational Method The Probabilistic Rational Method is a sizing program Contech developed to estimate a net annual sediment load reduction for a particular CDS model based on site size, site runoff coefficient, regional rainfall intensity distribution, and anticipated pollutant characteristics. The Probabilistic Method is an extension of the Rational Method used to estimate peak discharge rates generated by storm events of varying statistical return frequencies (e.g. 2-year storm event). Under the Rational Method, an adjustment factor is used to adjust the runoff coefficient estimated for the 10-year event, correlating a known hydrologic parameter with the target storm event. The rainfall intensities vary depending on the return frequency of the storm event under consideration. In general, these two frequency dependent parameters (rainfall intensity and runoff coefficient) increase as the return frequency increases while the drainage area remains constant. These intensities, along with the total drainage area and runoff coefficient for each specific site, are translated into flow rates using the Rational Method. Since most sites are relatively small and highly impervious, the Rational Method is appropriate. Based on the runoff flow rates calculated for each intensity, operating rates within a proposed CDS are determined. Performance efficiency curve on defined sediment PSDs is applied to calculate solids removal efficiency. The relative removal efficiency at each operating rate is added to produce a net annual pollutant removal efficiency estimate. Treatment Flow Rate The inlet throat area is sized to ensure that the WQQ passes through the separation chamber at a water surface elevation equal to the crest of the diversion weir. The diversion weir bypasses excessive flows around the separation chamber, thus preventing re-suspension or re-entrainment of previously captured particles. Hydraulic Capacity The hydraulic capacity of a CDS system is determined by the length and height of the diversion weir and by the maximum allowable head in the system. Typical configurations allow hydraulic capacities of up to ten times the treatment flow rate. The crest of the diversion weir may be lowered and the inlet throat may be widened to increase the capacity of the system at a given water surface elevation. The unit is designed to meet project specific hydraulic requirements. Performance Full-Scale Laboratory Test Results A full-scale CDS system (Model CDS2020-5B) was tested at the facility of University of Florida, Gainesville, FL. This CDS unit was evaluated under controlled laboratory conditions of influent flow rate and addition of sediment. Two different gradations of silica sand material (UF Sediment & OK-110) were used in the CDS performance evaluation. The particle size distributions (PSDs) of the test materials were analyzed using standard method “Gradation ASTM D-422 “Standard Test Method for Particle-Size Analysis of Soils” by a certified laboratory. UF Sediment is a mixture of three different products produced by the U.S. Silica Company: “Sil-Co-Sil 106”, “#1 DRY” and “20/40 Oil Frac”. Particle size distribution analysis shows that the UF Sediment has a very fine gradation (d50 = 20 to 30 μm) covering a wide size range (Coefficient of Uniformity, C averaged at 10.6). In comparison with the hypothetical TSS gradation specified in the NJDEP (New Jersey Department of Environmental Protection) and NJCAT (New Jersey Corporation for Advanced Technology) protocol for lab testing, the UF Sediment covers a similar range of particle size but with a finer d50 (d50 for NJDEP is approximately 50 μm) (NJDEP, 2003). The OK-110 silica sand is a commercial product of U.S. Silica Sand. The particle size distribution analysis of this material, also included in Figure 1, shows that 99.9% of the OK-110 sand is finer than 250 microns, with a mean particle size (d50) of 106 microns. The PSDs for the test material are shown in Figure 1. Figure 1. Particle size distributions Tests were conducted to quantify the performance of a specific CDS unit (1.1 cfs (31.3-L/s) design capacity) at various flow rates, ranging from 1% up to 125% of the treatment design capacity of the unit, using the 2400 micron screen. All tests were conducted with controlled influent concentrations of approximately 200 mg/L. Effluent samples were taken at equal time intervals across the entire duration of each test run. These samples were then processed with a Dekaport Cone sample splitter to obtain representative sub-samples for Suspended Sediment Concentration (SSC) testing using ASTM D3977-97 “Standard Test Methods for Determining Sediment Concentration in Water Samples”, and particle size distribution analysis. Results and Modeling Based on the data from the University of Florida, a performance model was developed for the CDS system. A regression analysis was used to develop a fitting curve representative of the scattered data points at various design flow rates. This model, which demonstrated good agreement with the laboratory data, can then be used to predict CDS system performance with respect 4 to SSC removal for any particle size gradation, assuming the particles are inorganic sandy-silt. Figure 2 shows CDS predictive performance for two typical particle size gradations (NJCAT gradation and OK-110 sand) as a function of operating rate. Figure 2. CDS stormwater treatment predictive performance for various particle gradations as a function of operating rate. Many regulatory jurisdictions set a performance standard for hydrodynamic devices by stating that the devices shall be capable of achieving an 80% removal efficiency for particles having a mean particle size (d50) of 125 microns (e.g. Washington State Department of Ecology — WASDOE - 2008). The model can be used to calculate the expected performance of such a PSD (shown in Figure 3). The model indicates (Figure 4) that the CDS system with 2400 micron screen achieves approximately 80% removal at the design (100%) flow rate, for this particle size distribution (d50 = 125 μm). Figure 3. WASDOE PSD Figure 4. Modeled performance for WASDOE PSD. Maintenance The CDS system should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the system collects pollutants will depend more heavily on site activities than the size of the unit. For example, unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping of paved surfaces will slow accumulation. Inspection Inspection is the key to effective maintenance and is easily performed. Pollutant transport and deposition may vary from year to year and regular inspections will help ensure that the system is cleaned out at the appropriate time. At a minimum, inspections should be performed twice per year (e.g. spring and fall) however more frequent inspections may be necessary in climates where winter sanding operations may lead to rapid accumulations, or in equipment washdown areas. Installations should also be inspected more frequently where excessive amounts of trash are expected. The visual inspection should ascertain that the system components are in working order and that there are no blockages or obstructions in the inlet and separation screen. The inspection should also quantify the accumulation of hydrocarbons, trash, and sediment in the system. Measuring pollutant accumulation can be done with a calibrated dipstick, tape measure or other measuring instrument. If absorbent material is used for enhanced removal of hydrocarbons, the level of discoloration of the sorbent material should also be identified 5 during inspection. It is useful and often required as part of an operating permit to keep a record of each inspection. A simple form for doing so is provided. Access to the CDS unit is typically achieved through two manhole access covers. One opening allows for inspection and cleanout of the separation chamber (cylinder and screen) and isolated sump. The other allows for inspection and cleanout of sediment captured and retained outside the screen. For deep units, a single manhole access point would allows both sump cleanout and access outside the screen. The CDS system should be cleaned when the level of sediment has reached 75% of capacity in the isolated sump or when an appreciable level of hydrocarbons and trash has accumulated. If absorbent material is used, it should be replaced when significant discoloration has occurred. Performance will not be impacted until 100% of the sump capacity is exceeded however it is recommended that the system be cleaned prior to that for easier removal of sediment. The level of sediment is easily determined by measuring from finished grade down to the top of the sediment pile. To avoid underestimating the level of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Particles at the top of the pile typically offer less resistance to the end of the rod than consolidated particles toward the bottom of the pile. Once this measurement is recorded, it should be compared to the as-built drawing for the unit to determine weather the height of the sediment pile off the bottom of the sump floor exceeds 75% of the total height of isolated sump. Cleaning Cleaning of a CDS systems should be done during dry weather conditions when no flow is entering the system. The use of a vacuum truck is generally the most effective and convenient method of removing pollutants from the system. Simply remove the manhole covers and insert the vacuum hose into the sump. The system should be completely drained down and the sump fully evacuated of sediment. The area outside the screen should also be cleaned out if pollutant build-up exists in this area. In installations where the risk of petroleum spills is small, liquid contaminants may not accumulate as quickly as sediment. However, the system should be cleaned out immediately in the event of an oil or gasoline spill. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use absorbent pads since they are usually less expensive to dispose than the oil/water emulsion that may be created by vacuuming the oily layer. Trash and debris can be netted out to separate it from the other pollutants. The screen should be cleaned to ensure it is free of trash and debris. Manhole covers should be securely seated following cleaning activities to prevent leakage of runoff into the system from above and also to ensure that proper safety precautions have been followed. Confined space entry procedures need to be followed if physical access is required. Disposal of all material removed from the CDS system should be done in accordance with local regulations. In many jurisdictions, disposal of the sediments may be handled in the same manner as the disposal of sediments removed from catch basins or deep sump manholes. Check your local regulations for specific requirements on disposal. 6 Note: To avoid underestimating the volume of sediment in the chamber, carefully lower the measuring device to the top of the sediment pile. Finer silty particles at the top of the pile may be more difficult to feel with a measuring stick. These finer particles typically offer less resistance to the end of the rod than larger particles toward the bottom of the pile. CDS Model Diameter Distance from Water Surface to Top of Sediment Pile Sediment Storage Capacity ft m ft m y3 m3 CDS1515 3 0.9 3.0 0.9 0.5 0.4 CDS2015 4 1.2 3.0 0.9 0.9 0.7 CDS2015 5 1.5 3.0 0.9 1.3 1.0 CDS2020 5 1.5 3.5 1.1 1.3 1.0 CDS2025 5 1.5 4.0 1.2 1.3 1.0 CDS3020 6 1.8 4.0 1.2 2.1 1.6 CDS3025 6 1.8 4.0 1.2 2.1 1.6 CDS3030 6 1.8 4.6 1.4 2.1 1.6 CDS3035 6 1.8 5.0 1.5 2.1 1.6 CDS4030 8 2.4 4.6 1.4 5.6 4.3 CDS4040 8 2.4 5.7 1.7 5.6 4.3 CDS4045 8 2.4 6.2 1.9 5.6 4.3 CDS5640 10 3.0 6.3 1.9 8.7 6.7 CDS5653 10 3.0 7.7 2.3 8.7 6.7 CDS5668 10 3.0 9.3 2.8 8.7 6.7 CDS5678 10 3.0 10.3 3.1 8.7 6.7 Table 1: CDS Maintenance Indicators and Sediment Storage Capacities 7 CDS Inspection & Maintenance Log CDS Model: Location: Water Floatable Describe Maintenance Date depth to Layer Maintenance Personnel Comments sediment1 Thickness2 Performed —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— 1. The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. If the difference between these measurements is less than the values listed in table 1 the system should be cleaned out. Note: to avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. 2. For optimum performance, the system should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of an oil spill, the system should be cleaned immediately. SUPPORT • Drawings and specifications are available at www.ContechES.com. • Site-specific design support is available from our engineers. ©2017 Contech Engineered Solutions LLC, a QUIKRETE Company Contech Engineered Solutions provides site solutions for the civil engineering industry. Contech’s portfolio includes bridges, drainage, sanitary sewer, earth stabilization and stormwater treatment products. For information on other Contech division offerings, visit www.ContechES.com or call 800.338.1122 NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY. APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH’S CONDITIONS OF SALE (AVAILABLE AT WWW.CONTECHES.COM/COS) FOR MORE INFORMATION. The product(s) described may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,759,415; 5,788,848; 5,985,157; 6,027,639; 6,350,374; 6,406,218; 6,641,720; 6,511,595; 6,649,048; 6,991,114; 6,998,038; 7,186,058; 7,296,692; 7,297,266; related foreign patents or other patents pending. 800-338-1122 www.ContechES.com cds_manual 3/17 PDF ENGINEERED SOLUTIONS ATTACHMENT E HYDROLOGIC ANALYSIS – SELECTED PAGES FROM FUSS & O’NEILL REPORT Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 D ECHN 39,820 sf EXTENSI O N O F HEMLO C K A V E N U E Recreation below ±15,000 SF L.A.Fitness 45,000 sf Expansion 15,000 sf W A T E R / E C O A R E A DD1 LEVEL PKG-DECK EXIST./APPROVED 90,250 SF 284,750 SF 229.9 AC. 13.1 AC. 243 AC. Wright Property The Shops - Phase III (88,095 SF u/c) The Shops at Evergreen Walk - BUILDINGS, RETAIL - THE 'BUCKLAND ROAD - THE 'RURAL RESIDENTIAL ZONE' GATEWAY DEVELOPMENT ZONE' LAND AREA WITHIN OVERALL PROPERTY LAND USE TABLE PROPOSED 50,000 SF Site '3' - Lifestyle Retail 95,000 SF TOTAL 350,000 SF375,000 SF 725,000 SF EXISTING 39,820 SF 3,870 SF Office - South I & II ECHN Medical Center The Shops at Evergreen Walk - BUILDINGS, OFFICE PROPOSED 58,800 SF Office - West, A, B, C, D, E, F, G 447,510 SF TOTAL 506,310 SF43,690 SF 550,000 SF EXISTING 30,000 SF 45,000 SF L.A.Fitness Expansion & Site 3 L.A.Fitness at Evergreen Walk - BUILDINGS, RECREATION PROPOSED TOTAL 30,000 SF45,000 SF 75,000 SF EXISTING Hotel - North & South - BUILDINGS, HOTEL PROPOSED TOTAL 250 Rooms 250 Rooms 250 Rooms EXISTING Town Square at Evergreen Walk - BUILDINGS, RESIDENTIAL PROPOSED TOTAL 200 Units 200 Units 200 Units Site '6' - Town Square 205,000 SF ALTEX. CARTPATHLOOPBO A R D W A L K BOARD WALKWET MEADOWEVERGREENWALKWALKING / JOGGING TRAIL WALKING / JOGGING TRAIL 1 LEVEL PKG-DECK 1 LEVEL PKG-DECK1 LEVEL PKG-DECK ± 6,000 SF ± 5,000 SF ±2 0 , 0 0 0 s f R E T A I L / 35 R E S . U N I T S A B O V E±20,000sf RETAIL/35 RES. UNITS ABOVE±21,000sf RETAIL 20 RES. UNITS ABOVE 100' DEPTH RETAIL, 1 ST. ±56,000 SF RESIDENTIAL. 25 UNITS ± 6,000 SF ±22,0 0 0 s f R E T A I L 15 RES . U N I T S A B O V E 100' D E P T H ±12,0 0 0 s f R E T A I L 15 RES . U N I T S A B O V E 70' D E P T H ±12,000sf RETAIL 20 RES. UNITS ABOVE 70' DEPTH ±2 0 , 0 0 0 s f R E T A I L / 35 R E S . U N I T S A B O V E ± 5,000 SF Retail ±5,000 SF Retail ±10,000 SF Retail ±12,000 SF Retail ±9,000 SF Retail ±19,000 SF Retail ±12,000 SF Retail ±8,000 SF Retail ±13,000 SF Retail ±7,000 SF OFFICE-WEST ±18,200 sf OFFICE-SOUTH II 29,400 SF OFFICE-SOUTH I 29,400 SF OFFICE - A 50,000 SF/ 3 ST. OFFICE - B 40,000 SF/ 3 ST. OFFICE - C 32,500 SF/ 2 ST. OFFICE - D 100,000 sf / 4 st. OFFICE - E 40,000/ 4ST. HOTEL 125 ROOM / 4ST. OFFICE-F 91,810 sf 4 story OFFICE-G 75,000 sf 3 story HOTEL 125 ROOM / 4ST. Retail 6,000 SF Retail 5,000 SF Retail 15,000 SF Retail 24,000 SF EXTENSI O N O F CEDAR A V E N U E LMAN:CTB:MS VIEW:UCS:PROJ. No.: DATE: DATUM: SCALE: HORZ.: VERT.: HORZ.: VERT.:File Path: J:\DWG\P2000\481\A30 - Gen Consult\STC Drainage\Prop Dra.dwg, Layout: PROP DRA Mon, Jul 30, 2007 - 10:10 AM User: HBuschEVERGREEN WALK, LLC PROPOSED WATERSHED AREAS EVERGREEN WALK MASTER DEVELOPMENT PLAN SOUTH WINDSOR CONNECTICUT 2000 481 A30 6/8/2007 DRA-1 1" = 400'WORLD ATTACHMENT F STORM DRAINAGE COMPUTATIONS Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Project: By: MCB Date: 7/12/23 Location: Checked: Date: BLDG TO CCB 9 BLDG TO CCB 11 BLDG TO CCB 19 Existing System C 0.90 0.90 0.90 0.65 I 7.44 7.44 7.44 7.44 A 0.11 0.05 0.08 0.79 Q 0.72 0.36 0.52 3.82 Rational Method Roof Drain System Calculations Proposed Restaurants South Windsor, CT Total Roof Runoff to Proposed Storm Drainage System (In Hydraflow Model) C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterBit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)8" Ductile Iron WaterTEV EV 133.174134.681136.013154.5154.5MPEEEEEEEEEEEEEEEEEMPFF= 137.6137.5135.2138.6HP 143.4146.6TC 147.1TC 144.9BC 144.4145.1141.5141.8142.8144.5140.4140.6141.1142.4140.5140.4140.9141.0140.5140.6139.6TW 145.5BW 145.0TW 145.5BW 141.5TW 145.5BW 140.5TW 144.5BW 140.0TW 144.0BW 138.5TW 143.5BW 138.5TC 139.5BC 139.0TW 144.5BW 139.0TW 143.5BW 143.0TW 145.0BW 143.0TW 146.5BW 143.0FF= 141.0FF= 145.2136138138136136143144141141141140140139140141142146145139140141142143144145141139138137136137138139139138137138139140141142141143145136135134133135134137145144143142142141140139137143143143142141140144144144145145145145143142HYDMPMPMPMPWVWVWVWVcowvwvwvHYDwvwvMPwvwvBANKCURRENTLYUNDERCONSTRUCTIONTTEV EV ???MPDIGITALPICKUPAHEADE VEVEVE V TTEV EV ???MPDIGITALPICKUPAHEADE VEVEVE VSHEET NAMEDATECBPROJECT NO.DESIGNEDMCBSCALEDRAWNMCBCHECKEDTDJULY 12, 20231"=30'DRAINAGE AREA MAP - STORM DRAINAGE SYSTEMSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND AVENUESHEET NO.1 OF 1DESCRIPTIONBYDATEP&Z SUBMISSIONMCB08/07/20230'15'30'01/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: August 14, 2023 TO: Michael Maniscalco, Walter Summers, Jeff Doolittle, Molly Keays, Melissa Pierce, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Cofrancesco, Vincent Stetson, David Gesualdi, Marc Melanson FROM: Michele Lipe, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following projects: Appl 23-32P, Proposed Restaurants – Unit 5c Site Plan Location: Southwesterly corner of Buckland Road and Cedar Ave Site Plan Subdivision No. Acres 5.7 Zone GD Industrial Commercial Residential No. Lots/Units Water: Public Private Well Sewerage: Public Septic System 3 new restaurants – one with drive through window, one with pickup window and one sit down restaurant Project Description: Future Town-owned property involved? Yes No new street(s) new detention area new open space/recreation area active passive Planning Department notes: Please comment by 9-1-23 and return to the Planning Department. MEMORANDUM To:Michele Lipe,Director of Planning From:Taylor Rodrigue,P.E.,Project Engineer Date:August 23,2023 Re:App 23-32P —Proposed Restaurants Buckland Road and Cedar Ave i have reviewed the above Site Plan received in August and have the foilowing comments: 1.Proposed sidewaiks through the site shouid connect the existing sidewalks along Buckland Rd, Cedar Ave,and Cottonwood Ln to each of the buildings. 2.Sidewalks to/from Chipotle and Starbucks should not be directly adjacent to the dumpsters nor cross drive through or drive—up lanes. 3.Grease trap should be shown for proposed Chipotle building. intersection of access road from Cottonwood Ln and Cedar Ave should be realigned and should have some sort of stop control w- 5.lftraffic report is recommending 3 way stop at Cottonwood and Cedar Intersection this should be reflected In the Site p an OSTA Will need to be contacted Ifthe traffic pattern /signal timing at Cedar and Buckland Will be changed.w—f’.‘a Di k Wwv 7.Clarify how the hydrodynamic separator/catch basin configuration just upstream of the level spreader is decreasing velocity with inverts at the same elevation from catch basin to HDS and MH. 8.Standard detail included for Contech inline separator.Since this is already in place on the site, include actual specifications and size of structure. 9.Restaurant parking is primarily shown between building and Cedar Ave,adjacent to Buckland Rd.Additional buffer plantings or other landscaping elements described in the Town Zoning Regulations will be required between parking and Buckland Rd. 10.Restaurant parking should have landscaped island for entire length of parking bay. 11.ADA parking spots for Starbucks should not be situated such that the drive through line can block those cars from exiting the parking spots. 12.Starbucks/Retail orientation should be reworked so entrance to lot and drive through does not require a 180 degree turn at the intersection in the middle of the parcel when entering from Cedar Ave.This would also help drive through line not wrapping entire building. 13.Doors to Chipotle should be shown on site plan 14.is construction access antICIpated from both Cedar Ave and Cottonwood Ln'r’ 15.Number of parking spots in traffic report and what is shown on Site plans does not match< Please clarify number of spaces and if totals are including eXIsting bank parking or not. 16.WPCA review and approval is needed for aii development on this site. Please let me know if there are any questions. DDEV EV COTTONWOOD LANEUNIT3CEDAR AVENUE500' OFFSETUNIT3UNIT 12UNIT 2UNIT 10UNIT 12UNIT 2UNIT 10GTAOAOAOGTGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA2AAAAAAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAAAAAAAATITITITITITITITITIAOTITITITITITITITITITITIUNIT5BUCKLAND ROADTTEV EV MPDIGITALPICKUPAHEAD EVEVEVEV KEY MAP/PROJECT SITE VICINITY MAP:PREPARED BY:CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT21167.00001JULY 12, 2023REVISED: AUGUST 7, 2023REVISED: SEPTEMBER 18, 2023OWNER/APPLICANT:O'EVERGREEN, LLC800 KELLY WAYHOLYOKE, MA 01040LIST OF DRAWINGS01TITLETITLE SHEET02EXEXISTING CONDITIONS03LASITE PLAN - LAYOUT & LANDSCAPING04GUSITE PLAN - GRADING & UTILITIES05SESEDIMENT AND EROSION CONTROL PLAN06SE-2SEDIMENT AND EROSION CONTROL DETAILS07SD-1SITE DETAILS08SD-2SITE DETAILS09SD-3SITE DETAILS10SD-4SITE DETAILS11SD-5SITE DETAILS0'100'200'01/2"1"0'500'1000'01/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMPROPOSED RESTAURANTSGENERAL NOTES1.REFERENCES ARE MADE TO THE FOLLOWING MAPS:A.BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON AN A-2 / T-2 SURVEY PREPARED BY SLRINTERNATIONAL CORPORATION, ENTITLED "TOPOGRAPHIC SURVEY". DATED: OCTOBER 19, 2021 AT ASCALE OF 1"=40'.B."SITE PLAN OF DEVELOPMENT FOR PEOPLESBANK, CEDAR AVE AND BUCKLAND RD, SOUTH WINDSOR,CONNECTICUT", DATED: JANUARY 18, 2022, SCALE: 1"=30', PREPARED BY: SLR INTERNATIONALCORPORATION.2.HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NAVD 1988.3.INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLEINFORMATION, MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THELOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL"CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR RESOLUTION.4.SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATAWHICH HAVE BEEN SUPPLIED BY OTHERS.5.ALL UTILITY SERVICES ARE TO BE UNDERGROUND. EXCEPT WHERE OVERHEAD PIPE BRIDGES CONNECTBETWEEN BUILDINGS. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GASARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.6.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.7.SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THESEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENTCOVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALLCONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, AND INALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.8.ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH GRASS OR SODDED,AS SHOWN ON THE PLANS.9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10.ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSORREQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM818 AND ADDENDUMS11.THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, ANDSTATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, ANDLOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTIONOF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORKWHICH DOES N0T CONFORM TO LOCAL CODE.12.ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINERAND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON-WORK HOURS.13.THE BUILDING IS TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER.14.COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THEPERMITTEE.15.THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE SILTATION CONTROL UNTILALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.16.PLANS PREPARED FOR REGULATORY APPROVAL ONLY.MESSIAH EVANGELICAL LUTHERANCHURCH300 BUCKLAND ROADSOUTH WINDSOR CT 06074WOLF & GUERRA LLC (252 BUCKLAND ROAD)989 ELLINGTON RDSOUTH WINDSOR CT 06074&BUCKLAND GATEWAY LLC (274 BUCKLAND ROAD)6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032BUCKLAND GATEWAY LLC6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032ROUNSEVILLE MARRION & ROYTRUSTEES206 BUCKLAND ROADSOUTH WINDSOR CT 06074BUCKLAND EAST LLC6 EXECUTIVE DRIVEFARMINGTON CT 06032KRISHRELTIC LLC213 WEST STREETBOLTON CT 06043EXISTING BANKPROPOSED RESTAURANTLOCATION MAPSCALE: 1"=1000'70.56870DHYHYD1009870.5GVWVGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDPROPOSED RESTAURANTPROPOSED RESTAURANTZONING DATA TABLEZONEGDSITE USERESTAURANT - FAST CASUAL, RETAIL, BANK (PREVIOUSLY APPROVED)REQUIREDEXISTING -BANKPROPOSEDMIN LOT AREA3 acres5.779 ACRESNO CHANGEMIN FRONTAGE200'520'NO CHANGEMIN LOT DEPTH200'440'NO CHANGEMIN FRONT SETBACK65'98.2'66'MIN SIDE SETBACK 125'31.7'NO CHANGEMIN REAR SETBACK 110'>10'NO CHANGEMAX IMPERVIOUSCOVERAGE 260%15.6%55%MAX BUILDING HEIGHT 360 FEET/4 STORIES FOR ANY BUILDING THAT IS AT LEAST 125FEET FROM A PUBLIC STREET RIGHT-OF-WAY30 FEET/2 STORIES FOR ANY BUILDING LOCATED WITHIN 125FEETOF THE PUBLIC STREET RIGHT-OF-WAY±20'±20.7'PARKING GENERATIONFINANCIAL: 1 SPACE PER 250 SQ. FT. OF GFA PLUS 1 PEREMPLOYEE (1/250*2,000 + 4 = 12)RESTAURANT: 1 SPACE PER 50 SQ. FT. OF GFA(1/50*(2,325+5,000+2400) = 195)RETAIL: 1 SPACE 200 SQ.FT. OF GFA(1/200*1000 = 5)TOTAL REQUIRED = 212 * 0.95 = 19115191EVSE PARKING SPACES 4-NONE REQUIRED FOR 1-15 SPACES-FOR >16 SPACES, PROVIDE 3% OF PARKING TOTAL (ROUNDEDUP) FOR APPLICATIONS BETWEEN 2012-2023 = 0.03*1915 = 6SPACES26LANDSCAPINGSEE NOTE 3NOTES:1. SIDE OR REAR YARDS MAY BE IGNORED ALONG COMMON BOUNDARIES OF CONSOLIDATED LOTS. (ZONING REGULATION4.2.7.D)2. REFLECTS FULL BUILD-OUT CONDITIONS APPROVED MARCH 15, 20223. SEE LAYOUT AND LANDSCAPING PLAN - SHEET LA FOR LANDSCAPING COMPLIANCE4. DISTANCE MEASURED FROM THE AVERAGE FINISHED GRADE WITHIN 10 FEET OF THE WALLS TO THE MEAN LEVEL BETWEEN THEEAVES AND RIDGE FOR GABLE, HIP OR GAMBREL ROOFS.5. A MODIFICATION/REDUCTION OF 10% OF THE REQUIRED PARKING MEETING SECTION 6.4.9 OF THE TOWN OF SOUTHWINDSOR ZONING REGULATIONS REQUESTED. C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)134136138140142144146148150152150148146144142140138136140138142144146148150152152154154wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron Water141143139137139141143145147133147151147151149137135TEV EV 133.174134.681136.013MPEEEEEEEEEEEEEEEEEAPPROVED BANK AND ROAD LAYOUTCURRENTLY IN CONSTRUCTIONSHOWN FOR INFORMATIONEXISTING BANK2,000 S.F.SHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'EXISTING CONDITIONSSHEET NO.DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.0000102 OF 11SOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023 TEV EV TTEV EV MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEVC E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscConc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser52776"6"6"6"6"GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)SAN. MHT.F.=137.52Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)Area of Dense Vegetation-Contours Depicted per GISUnit 2Unit 10"LA Fitness"20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"Easement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)Easement In Favor of theYankee Gas Services Company(See Survey Notes 4.G & 16)Bit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4EasementIn Favor of theYankee GasServices Company(See Survey Note4.C)Limit of Ordinary HighWater (See SurveyNote 18)Bit. Parking40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PINI.PINI.PINArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-112GTAO5HVAOAOGTGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA26IW1IV1IV8IW4VL3VBAAAAAAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAAAAAAAATITITITITITITITITI5IS5AM3IS3VLAOTITITITITITITITITITITI27IS41PN5PN41PN3PM5RD2ED4SS6SE5SE6RD3ED5SS4PM4HV3VL13AM3HV4VB3HV3VB100' UPLAND REVIEW AREA9'9'9'18'24'12'12'85'158'66'42'14'X20' DUMPSTERMOBILEPICKUPSPACEACCESSIBLEPARKINGSPACES36" X 36" CLEARANCE FORCONTROL BOXDRIVE THRU CONCRETE5-PANEL MENU BOARD &ORDER POINT WITH CANOPYPRE-MENU BOARD& BOLLARDPROTECTIVE BOLLARDSIGN - DTCLEARANCE BAR& BOLLARDTRANSFORMERSITE LIGHTPATIOMOBILE PICKUPONLY LANE12'W X 44'LCONCRETEDRIVE AISLEPATIO RAILING WITHILLUMINATION14'X20' DUMPSTERENCLOSUREPLAZA LIGHTCONCRETEPATIOBYPASS LANECONCRETECURB (TYP.)PAINTEDCROSSWALK(TYP.)CLEARANCEBARDROP RAMPSITE LIGHT (TYP.)LOOP DETECTOR CONDUIT6 DEFERREDPARKING SPACESSPEED TABLENUMBEREDPULL-IN SPACE(TYP. OF 3)RELOCATE EXISTINGLIGHT POLE10'12'8'8'10'9'18'12'18'24'3461913731511121021123698'32'84'15PROTECTIVE BOLLARD24'BYPASS LANE6-D66510'X20' DUMPSTERENCLOSUREEXISTING STOPBAR AND SIGN TOBE MAINTAINEDEXISTING STOPBAR AND SIGN TOBE MAINTAINED3581124'24'24'24'24'24'STOP SIGN AND STOP BARTO BE COORDINATED WITHOTHERSEV CHARGINGSPACE (TYP. OF 4PROPOSED)SIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONTREESQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAA24Acer rubrum 'Armstrong'Armstrong Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AO16Acer rubrum 'October Glory'October Glory Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AA21Amelanchier arboreaDowny Serviceberry6`/7` HT.B&BMULTI-STEMGT9Gleditsia triacanthos f. inermisThornless Honey Locust3.0" Cal.B&B6` MIN. BRANCHING HT.TI25Thuja x 'Green Giant'Green Giant Arborvitae8`/10` HT.B&BFULL & DENSESHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAM18Aronia melanocarpaBlack ChokeberryCont.#3FULL & DENSEHV15Hamamelis virginianaCommon Witch HazelCont.#5FULL & DENSEIS35Ilex glabra 'Shamrock'Shamrock Inkberry HollyCont.#5FULL & DENSEIV2Ilex verticillata 'Jim Dandy'Jim Dandy WinterberryCont.#3FULL & DENSEIW14Ilex verticillata 'Winter Red'Winter Red WinterberryCont.#3FULL & DENSEVL17Viburnum lentagoNannyberryCont.#5FULL & DENSEVB10Viburnum prunifoliumBlackhaw ViburnumCont.#5FULL & DENSEGRASSESQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSPN87Panicum virgatum 'Northwind'Northwind Switch GrassCont.#3SS9Schizachyrium scoparium 'The Blues'The Blues Little BluestemCont.#1PERENNIALSQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSED5Echinacea purpurea 'Doubledecker'Doubledecker Purple ConeflowerCont.#1PM7Pycnanthemum muticumBlunt MountainmintCont.#1RD11Rudbeckia hirta 'Denver Daisy'Denver Daisy Black-eyed SusanCont.#1SE11Stachys monieriBetonyCont.#1PLANT SCHEDULESHEET NAMEDATELA-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - LAYOUT & LANDSCAPINGSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.03 OF 11DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PLANTING NOTES1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISENOTED. THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTHOF SCREENED TOPSOIL, AS SPECIFIED, FOR ALL LAWN AREAS.AS NOTED ON THE DETAILS, SUBGRADE BENEATH PROPOSEDLAWN AREAS SHALL BE LOOSENED OR SCARIFIED TO A MINIMUMDEPTH OF 24 INCHES.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OFTOPSOIL.4.THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OFSHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. MULCHED PLANT BEDS SHALL EXTEND 12" FURTHERTHAN THE ADJACENT PLANTINGS. NO DYED MULCH.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY ATTIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARESUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT.7.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR APERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENTOF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BYTHE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OFTHE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANTLIST.8.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING ANDSHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT AT THE END OF THE WARRANTY PERIOD.MAINTENANCE SHALL INCLUDE WATERING, MULCHING,TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK ORDEAD PLANTS, RESETTING PLANTS TO PROPER GRADE ORUPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, ANDALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTSPROVIDED SHALL BE OF THE LARGER SIZE.10.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWINGSEASON.11.TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOTZONES DURING CONSTRUCTION AS SHOWN ON PLANS.LAYOUT NOTES1.CONCRETE SIDEWALKS, SHALL INCORPORATE ISOLATION JOINTS AND SCORE JOINTS PER THESPECIFICATIONS AND DETAILS, TYPICALLY NO MORE THAN 144 SQUARE FEET SHALL CONSTITUTE ACONTIGUOUS SLAB. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR INTERFACE AGAINST THEBUILDING.2.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.3.FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDING, REFER TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.4.ALL PROPOSED CURBING SHALL BE PRECAST CONCRETE CURB UNLESS OTHERWISE NOTED.5.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTINGROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCH THE LINE AND GRADE OF THEEXISTING SITE AMENITY.6.SITE LIGHTS DEPICTED WITH IN LAWN/LANDSCAPE AREAS SHALL MAINTAIN A 4"-6" FOUNDATIONREVEAL MAXIMUM, SITE LIGHTS DEPICTED IN PARKING LOTS SHALL HAVE A 3' EXPOSED HEIGHTCONCRETE FOUNDATION. SEE SITE ELECTRICAL PLAN FOR MORE INFORMATION.7.WHERE WALK AND PAVED DRIVE ARE SPECIFIED TO BE FLUSH, A FLUSH (FULL DEPTH) CONCRETE CURB SHALL ALSO BE INSTALLED.SEED MIXNEW ENGLAND WILDLIFE/CONSERVATION(OR APPROVED EQUAL)PLANTSGRAY DOGWOOD - SWIDA RACEMOSARED OSIER DOGWOOD - SWIDA SERICEA1.OWNER TO RETAIN QUALIFIED ECOLOGIST/BOTANIST TO FIELD IDENTIFYINVASIVE NON NATIVE VEGETATION WITHIN MANAGEMENT AREA. THEINVASIVE NON NATIVE VEGETATION SHALL BE MARKED IN THE FIELD WITHCOLORED FLAGGING FOR MANAGEMENT/REMOVAL.2.CONTRACTOR TO REMOVE MARKED VEGETATION USING MECHANICALMETHODS. ALL NON NATIVE VEGETATIVE MATTER/MATERIAL SHALL BEREMOVED FROM SITE AND DISPOSED OF AT AN APPROPRIATE APPROVEDFACILITY. NO BURYING OR COMPOSTING OF INVASIVE VEGETATIVE MATTERIS PERMITTED ON SITE. INSTALLATION OF GEOTEXTILE SILT FENCE ALONGTHE PERIMETER OF THE MANAGEMENT AREA WILL BE REQUIRED IF THEINVASIVE SPECIES REMOVAL AREA HAS ANY EXPOSED SOIL FOLLOWINGVEGETATION REMOVAL.3.RESTORATION PLANTINGS TO BE INSTALLED AT THE DIRECTION OF THEQUALIFIED ECOLOGIST/BOTANIST AND ONLY AFTER AREA HAS BEENPROPERLY CLEARED OF INVASIVE NON NATIVE VEGETATION.INVASIVE SPECIES MANAGEMENT NOTES AND PLANTINGSLANDSCAPING TABLE -RESTAURANTREQUIREDPROPOSEDINTERIOR LANDSCAPING(SECTION 6.4.6A)10% OF OVERALL PARKING SF(66,885 SF X 10%= 6,688.5 SQ FT)10,255 SFINTERIOR REQUIRED TREES(SECTION 6.4.6A)1 TREE PER 10 SPACES(191 SPACES/10= 19.2 TREES)38 INTERIORTREESP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 133.174134.681136.013140150150145145145140135150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE100' UPLAND REVIEW AREAHY D MPMPMPWVWVWVWVcowvHYDMPwvwvMPwvMPwvwvTTEV EV ???154.5154.5MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEVCLCB 12T.F.=143.0INV.=139.7(SW)INV.=139.7(NE)CCB 8T.F.=139.9INV.=136.6(NW)INV.=136.6(SE)INV.=136.6(NE)CCB 15T.F.=144.2INV.=141.2(SW)CCB 18T.F.=140.4INV.=136.8(W)CCB 17T.F.=139.2INV.=134.9(E)INV.=134.9(S)INV.=134.9(N)MH 7T.F.=139.0INV.=133.5(NE)INV.=133.5(NW)INV.=133.5(SE)CCB 19T.F.=138.8INV.=135.5(S)CCB 10T.F.=138.0INV.=133.9(NW)INV.=133.9(SW)CCB 11T.F.=137.5INV.=134.2(SE)MH 4T.F.=136.5INV.=132.5(NW)INV.=132.5(SE)CCB 6T.F.=136.5INV.=133.2(SW)CCB 5T.F.=135.5INV.=132.9(NE)INV.=132.9(SE)114'-12" HDPES=1.67%31'-12" HDPES=2.90%112'-12" HDPES=0.54%41'-12" HDPES=0.73%52'-18" HDPES=0.77%104'-18" HDPES=0.96%101'-12" HDPES=1.49%53'-18" HDPES=5.85%TYPE C CB 3T.F.=137.5INV.=134.0(S)INV.=134.0(E)TYPE C CB 2T.F.=137.5INV.=133.8(N)INV.=133.5(SW)MH 1T.F.=136.0INV.=132.3(NE)INV.=132.3(SW)INV.=132.3(N)RAISE STRUCTUREEX CCB 1T.F.=136.2INV.=132.4(SW)INV.=132.4(NE)INV.=132.4(W)HDS 1T.F.=136.0INV.=132.4(E)INV.=132.4(S)MPFF= 137.6137.5135.2138.6140.8140.5140.4140.9141.0140.5140.6139.6TC 139.0BC 138.5FF= 141.0136138136136141140140139140141142139140141142143144145141139138137136137138139139138137138139140141136135134133135134137137144.1144.4142.7142.3141.7142.6143.1143.5144.0143.6143.0140.8141.1140.3144.5142.25140.6142.2140.8140.5136.5142.6144.3141.4143.5143.8143.2143.3143.5FF= 145.5144144142142144144144142145.4145.3145.3144.9144.9144140144.3144.5144.2142.1140.4145.0146.0146.5146147148149150145145144151152153143.5143.5141.5143142141140139138141141143142143143142143141.4014214314414162'-12" HDPES=0.65%47'-12" HDPES=0.64%APPROVED BANK ANDROAD LAYOUT CURRENTLYIN CONSTRUCTIONLIMIT OF DEVELOPMENTWATER METER PIT (TYP.)CONNECT TO EXISTING 8" DIP WATER MAINCOORDINATE WITH CT WATER COMPANYADJUST EXISTINGCCB TOP TOFOLLOW CURBLINECONNECT TO EXISTINGSANITARY STUBINV.=±130.91 12" COPPER TYPE-K DOMESTICWATER SERVICE6" DIP CL-52FIRE PROTECTIONFIRE HYDRANTASSEMBLY8" STORMCONNECTIONINV.=134.36" SANITARYCONNECTIONINV.=133.2CONNECT TO 24"PERFORATED PIPEEXISTING 50' CONCRETE LEVEL SPREADERTO BE CLEANED BEFORE AND AFTERCONSTRUCTION, SHALL BE PROTECTEDTHROUGHOUT CONSTRUCTIONUPLAND REVIEW ACTIVITY±30,350 S.F.CLEARING/GRUBBING,STORMWATER/UTILITYINSTALLATION, BUILDINGS,PARKING LOT, AND MOBILEPICKUP/DRIVETHRU6" SANITARYCONNECTIONINV.=136.0CONNECT TO EXISTINGSANITARY STUBINV.=±128.28" STORMCONNECTIONINV.=140.58" STORMCONNECTIONINV.=135.71,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVEDEQUAL8" SANITARYCONNECTIONINV.=140.5SAN MH 2T.F.=145.2INV.=138.4(S)INV.=138.3(W)INV.=138.4(SE)123'-12" HDPES=2.52%TW 141.0BW 140.0TW 142.0BW 139.0TW 142.0BW 141.7TW 143.0BW 142.2TW 145.5BW 142.6TW 145.5BW 142.8CONNECT TO EXISTINGSANITARY STUBINV.=±136.0AD 24T.F.=143.5INV.=140.2(S)62'-12" HDPES=0.65%135'-12" HDPES=0.52%CLCB 20T.F.=141.7INV.=138.2(NE)INV.=138.2(NW)INV.=138.2(SE)CLCB 21T.F.=142.8INV.=139.3(SW)34'-12" HDPES=3.24%82'-15" HDPES=1.95%AD 23T.F.=143.5INV.=139.8(N)INV.=139.8(SW)1,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVEDEQUALCCB 22T.F.=143.9INV.=138.9(NW)INV.=138.9(NE)173'-15" HDPES=0.52%SIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONSHEET NAMEDATEGUPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - GRADING & UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.04 OF 11DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.000011.ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2.ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:UTILITY NOTES:1.LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2.MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3.INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4.INSTALL CLEANOUT 5' FROM FACE OF BUILDING5.COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.SANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATERSYSTEMS ON THE PROPERTY. THE STORMWATER SYSTEM CONSISTS OF PIPING AND CATCHBASINS.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATERMAINTENANCE PROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLEFOR IMPLEMENTATION OF THIS PROGRAM.A.CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 2-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OFCOLLECTING COARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PERYEAR, TYPICALLY WHEN THE SITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THEFALL AFTER ALL THE LEAVES HAVE FALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPEINVERT OR NOT LESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLYTHE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN ANAPPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B.PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR INTHE SPRING AFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15.FRONT-END LOADERS, BACKHOES, OR VACUUM TRUCKS CAN BE USED TO REMOVE THEACCUMULATED SEDIMENT FOLLOWED BY MANUAL REMOVAL OF SEDIMENT DEPOSITED AROUNDTHE OUTLET CONTROL DEVICE. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITELOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS. THE DISTURBED AREASHOULD BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS SEED AND MULCHED WITH HAYAFTER REMOVAL OPERATIONS ARE COMPLETED TO PREVENT THE OUTLET CONTROL DEVICE FROMCLOGGING.C.LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOILEROSION. USE IF FERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENTAPPLICATION PROCESSES.P&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Bit.Bit.Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault BlockRetainingWall6"6"6"6"6"42" Maple28" Maple42" Maple30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.04" PVCINV.=149.6GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)140150150140140150wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 133.174134.681136.013154.5154.5MPEEEEEEEEEEEEEEEEEHY D MPMPMPWVWVWVWVcowvHYDMPwvwvMPwvMPwvwvSOIL STOCKPILES SHALL NOT BELOCATED WITHIN 65' BUILDINGSETBACK ALONG BUCKLAND ROADMPFF= 137.6FF= 141.0136138136136141140140139140141142139140141142143144145141139138137136137138139139138137138139140141136135134133135134137137FF= 145.5144144142142144144144142144140146147148149150145145144151152153143142141140139138141141143142143143142143142143144141IPSTKSWSFCETTEV EV ???MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEV100' UPLAND REVIEW AREASHEET NAMEDATESEPROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 20231"=30'SEDIMENT AND EROSION CONTROL PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.05 OF 11DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBEDWITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED ANDMAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL, CONNECTICUT - 2002", TOWN OF SOUTH WINDSOR, AND IN ALL CASES BESTMANAGEMENT PRACTICES SHALL PREVAIL.1.PURPOSE AND DESCRIPTION OF PROJECT1.1.CONSTRUCTION OF 3 PROPOSED RESTAURANTS.1.2.ESTIMATED AREA OF DISTURBANCE: ±3.2 ACRES2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS2.1.CUTS AND FILLS ASSOCIATED WITH PARKING AND BUILDING CONSTRUCTION.2.2.PROTECTION OF ON-SITE AND OFF-SITE STORM DRAINAGE.3.IDENTIFICATION OF OTHER POSSIBLE PERMITS3.1.THE PERMITS REQUIRED FOR THIS PROJECT ARE A LOCAL INLAND WETLANDS ANDWATERCOURSES PERMIT AND PLANNING AND ZONING PERMITS4.CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:4.1.DETAILED SOIL EROSION AND SEDIMENT CONTROL PLAN.5.PARTY RESPONSIBLE FOR SOIL AND EROSION CONTROLS5.1.SITE CONTRACTORSOIL EROSION AND SEDIMENT CONTROL NARRATIVETEMPORARY STOCKPILESURROUND WITHSEDIMENT FILTER FENCEEROSION CONTROL LEGENDCONSTRUCTION ENTRANCESEDIMENT FILTER FENCEINLET PROTECTION.STRAW WATTLECESFSWSTKIP1.SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OF SUCHINSPECTIONS SHALL BE MAINTAINED AT THE SITE.2.THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATED BYCHANGING SITE CONDITIONS3.INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4.ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5.THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS.6.A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BEMAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7.ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION AND SEDIMENTREMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023 SHEET NAMEDATESE-2PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 2023AS NOTEDSEDIMENT AND EROSION CONTROL DETAILS AND SPECIFICATIONSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.06 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001FENCE POST (TYPICAL)AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOILFLOW100°36"±12" MIN.GENERAL:THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARYAND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAYBE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOTTO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING WATER,ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTHMATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE PERMANENTAND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT CONTAMINATION OFADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO PREVENT, INSOFAR ASPOSSIBLE, EROSION ON THE SITE.GENERAL:1.THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR ACOMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:a.THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).b.THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).c.THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTALTO FOUR VERTICAL (1:4).d.PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORMDRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILLSLOPES.e.EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TOENDANGER ADJOINING PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROMEROSION, SLIDING, SETTLING, OR CRACKING.f.NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OFANOTHER OWNER OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATERBODIES.g.PRIOR TO ANY REGRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BEPLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD ANDOTHER SEDIMENTS FROM LEAVING THE SITE.GENERAL:1.TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOILMEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH,AND MAINTENANCE OF VEGETATION.2.UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BONDWITH TOPSOIL.3.REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.4.APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.MATERIAL: 1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICALCHARACTERISTICS FAVORABLE TO THE GROWTH OF PLANTS.5.TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE. 3. TOPSOIL SHOULD BERELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES LARGER THAN1.25" , LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. ITSHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, ANDQUACKGRASS.6.AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHTCOLORED SUBSOIL MATERIAL. SUITABLE. AVOID TIDAL MARSH SOILS BECAUSE OF HIGHSALT CONTENT7.SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS 6. THE pHSHOULD BE 5.5 TO 7 IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.1.AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.2.SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THEDEPTH SHOWN ON THE LANDSCAPING PLANS.TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THATPRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERETHE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARYVEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BYSEPTEMBER 1.GENERAL:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF TWO (2) TON OF GROUNDDOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).4.APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PERACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH.APPLY ONLY WHEN GRASS IS DRY.5.UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHESUSING A DISK OR ANY SUITABLE EQUIPMENT.6.TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOURIF SITE IS SLOPING.SITE PREPARATION:1.SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEEVEGETATIVE COVER SELECTION & MULCHING2.APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.3.UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOILUSING SUITABLE EQUIPMENT.4.MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE)GENERAL:PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECTARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROMSEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BEAPPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEENCOMPLETED AND A PERMANENT COVER IS NEEDED.SITE PREPARATION:1.INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2.REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3.PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.4.APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.5.APPLY FERTILIZER ACCORDING TO SOIL TEST OR PER THE TECHNICAL SPECIFICATIONS.TEMPORARY VEGETATIVE COVER:PERENNIAL RYEGRASS 5 LBS./1,000 SQ.FT. (LOLIUM PERENNE)* PERMANENT VEGETATIVE COVER: SEE SPECIFICATIONSTEMPORARY MULCHING:CLEAN DRY STRAW OR HAY FREE OF WEEDS WITH A MULCH TACKIFIER 70-90 LBS./1,000 SQ.FT.(TEMPORARY VEGETATIVE AREAS)WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.ESTABLISHMENT:1.SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TOSEEDING (EXCEPT WHEN HYDROSEEDING).2.SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THESEEDING DATES (SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. ABOVE).3.APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, ORHYDRAULIC APPLICATION.4.COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLEEQUIPMENT (EXCEPT WHEN HYDROSEEDING).5.MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHINGSPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION ABOVE).6.USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATESWHEN HYDROSEEDING.7.USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREASWHERE IT IS IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.MAINTENANCE:1.TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.2.ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOILTESTS.3.ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR ASINDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000SQ. FT.).GENERAL:TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVENTHROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST ANDBURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSIONAND REDUCE SEDIMENTATION.CONSTRUCTION:1.BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.2.EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (6") INCHES.3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARSDRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BEANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.4.GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCEAND BURIED A MINIMUM OF SIX INCHES (6") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTERFABRIC SHALL OVERLAP A MINIMUM OF TWO FEET (2').INSTALLATION AND MAINTENANCE:1.BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.2.BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATIONINDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURINGCONSTRUCTION.3.ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.4.INSPECTION SHALL BE FREQUENT (PER TABLE BELOW) AND REPAIR OR REPLACEMENT SHALL BEMADE PROMPTLY AS NEEDED.5.EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TOBLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.EXECUTIONTOPSOILLAND GRADINGSEDIMENT & EROSION CONTROL SPECIFICATIONSVEGETATIVE COVER SELECTION AND MULCHINGTEMPORARY VEGETATIVE COVEREROSION CHECKSOPTIONAL METALHANGING FRAME FORTRAFFIC CONDITIONS1" REBAR FOR BARREMOVAL FROM INLETSILTSACKDUMP STRAPDUMP STRAP2 EACH DUMP STRAPSEXPANSION RESTRAINT(1/4" NYLON ROPE, 2"FLAT WASHERS)BAG DETAILEdge RoadwayNOTE: CONSTRUCTION ENTRANCE PAD SHALL BEINSTALLED AND MAINTAINED DURING OPERATIONSWHICH PROMOTE VEHICULAR TRACKING OF MUDFILTER FABRIC ON COMPACTEDSUBGRADENO. 3 (2") BROKEN ORCRUSHED STONE 8" MIN.THICKNESS50' MIN ORAS SHOWN ON PLANAS REQUIREDEROSION CONTROL MAINTENANCE INTERVALSEROSION CONTROL MEASURECONTROL OBJECTIVEINSPECTION/MAINTENANCEFAILURE INDICATORSREMOVALSILT FENCE (SF)(RELATED: IP, STK)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATER FLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE ITS DEPTH IS EQUAL TO ½ THE TRENCHHEIGHT. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERING OPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESILT FENCE MAY BE REMOVED AFTER UPHILL ANDSENSITIVE AREAS HAVE BEEN PERMANENTLY STABILIZED.HAY BALES (HB)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE THE DEPTH OF SEDIMENT IS EQUAL TO ½THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERINGOPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILUREHAY BALES MAY BE REMOVED AFTER UPHILL AREAS HAVEBEEN PERMANENTLY STABILIZED.CONSTRUCTION ENTRANCE (CE) /ANTI-TRACKING APRON- REDUCE THE TRACKING OF SEDIMENT OFF-SITE ONTO PAVEDSURFACES.INSPECT AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODIC ADDITION OF STONE,OR LENGTHENING OF ENTRANCE MAY BE REQUIRED AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES AS A RESULT OF INEFFICIENCY OF CONSTRUCTIONENTRANCE SHALL BE IMMEDIATELY REMOVED.- SEDIMENT IN ROADWAY ADJACENT TO SITECONSTRUCTION ENTRANCE MAY BE REMOVED ONCE THESITE HAS BEEN PERMANENTLY STABILIZED, AND ALL OTHERSECTIONS OF ROADWAY HAVE BEEN PERMANENTLY PAVED.CATCH BASIN INLET PROTECTION(IP)- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF FROM ENTERINGSTORM DRAINAGE SYSTEM.INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE THAN 6" OF SEDIMENT,REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE AND HAY BALES PER NOTED ABOVE.- RIPPED BAG- FAILED HAY BALES / SILT FENCE- SIGNIFICANT SILT PRESENCE IN STORM DRAINAGE SYSTEM OUTFLOW.INLET PROTECTION MAY BE REMOVED ONCE THE SITE HASBEEN PERMANENTLY STABILIZED, AND ALL SECTIONS OFROADWAY HAVE BEEN PERMANENTLY PAVED.STOCKPILE PROTECTION(STK)- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED, AND REDUCE WATER-TRANSPORT.INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODICREINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY BE NECESSARY.- EVIDENCE OF STOCK PILE DIMINISHING DUE TO RAIN EVENTS- FAILURE OF SILT FENCESTOCKPILE PROTECTION MAY BE REMOVED ONCE THESTOCKPILE IS USED OR REMOVED.21 MAXINSTALL PERIMETER CONTROL(GEOTEXTILE SILT FENCE ORAPPROVED EQUAL)20' MAX.10'TEMPORARY SLOPESTABILIZATION ASNECESSARYNOTES:1.INSTALL A GEOTEXTILE SILT FENCE AND/OR HAY BALE BARRIER AROUND THESTOCKPILE AREA APPROXIMATELY 10 FEET FROM THE PROPOSED TOE OF SLOPE.2.SIDE SLOPES SHALL NOT EXCEED A SLOPE OF 2:1. STOCKPILES THAT REMAININACTIVE FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHEDIMMEDIATELY AFTER FORMATION3.DISTANCE FROM WETLANDS, WATERCOURSES, DRAINAGE WAYS AND STEEPSLOPES SHALL BE MAXIMIZED. RUNOFF SHALL BE DIVERTED AWAY FROMSTOCKPILE AREATEMPORARY INLET PROTECTIONNOT TO SCALETEMPORARY SOIL STOCKPILENOT TO SCALESTRAW WATTLENOT TO SCALECONSTRUCTION ENTRANCE PADNOT TO SCALESEDIMENT FILTER FENCENOT TO SCALE SHEET NAMEDATESD-1PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.07 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTE:PROVIDE PREFORMED EXPANSION JOINTAT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERECONCRETE ABUTTS EXISTING CONCRETE.SCORE JOINTNOT TO SCALE1" DEPTH SAWCUTxxxxxxCONCRETE PAVEMENTSECTION SEE DETAILNOTE:PROVIDE PREFORMED EXPANSION JOINTAT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERE CONCRETEABUTTS EXISTING CONCRETE.EXPANSION JOINTNOT TO SCALECONCRETE PAVEMENTSECTION SEE DETAIL3/8" WIDTH FIBER BOARD & POLYETHYLENEJOINT FILLER. JOINT FILLER SHALL BE 1" DEPTHFINISHED GRADE5/8"x24"L PLASTIC SLEEVE & DOWEL (12" O.C.)6'-0"NOTES:1.CONCRETE: 4000 PSI, 28 DAYS2.WEIGHT, 300 LBS.3.REINFORCEMENT, (2) #4 BARS4.(2) 3/4" HOLES CAST IN FOR ANCHORING5.(2) PROVIDE 5/8" x 30" REBAR FOR ANCHORING7"PRECAST CONCRETE WHEEL STOPNOT TO SCALE2 3/4"9 3/4"6"STRAIGHT SECTIONTYPICAL CROSS SECTION15'2'5'16'8'2'10'8'WHEEL STOP - TYP ALLRESERVED PARKINGSTALLSNOT-VAN ACCESSIBLE18'4" WHITE LINE ORAS PER LOCALREGULATIONSLINE NOT REQUIRED IFSPACE IS ADJACENT TOCURB18'SEE LAYOUT PLANFOR STRIPINGLOCATIONLINE NOT REQUIREDIF SPACE ISADJACENT TO CURBRESERVED PARKING SIGN,SEE LAYOUT PLAN FORLOCATION4" WHITE LINE ORAS PER LOCALREGULATIONS39"34"7"VAN ACCESSIBLERESERVED PARKINGSPACE MARKINGACCESSIBLE PARKING STALL DETAILNOT TO SCALENOTES:1.MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE SIDEWALKRAMP OR ACCESSIBLE ROUTE SHOULD NOT EXCEED 20:1.2.CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND ABRUPT GRADECHANGES.3.ALL RAMPS SHALL BE CONSTRUCTED OF CLASS "C" CONCRETE IN ACCORDANCE WITH CONNECTICUTSTANDARD SPECIFICATIONS ARTICLE M.03.01.4.SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. THESURFACE ALONG ACCESSIBLE ROUTES SHALL BE STABLE, FIRM AND SLIP RESISTANT IN COMPLIANCE WITHADAAG SECTION 4.5.5.DIAGONAL SIDEWALK RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THEMARKINGS, EXCLUDING ANY FLARED SIDES.6.REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEARESTEXPANSION/CONTRACTION JOINT OR DUMMY JOINT. 12:1 MAY NOT BE ACHIEVABLE DUE TO SIDEWALKGRADE. IN RECOGNITION OF THIS, A MINIMUM LIMIT OF 15' FOR A PARALLEL RAMP SHALL BE USED.REMOVAL SHALL NOT BE FURTHER THAN 2' FROM THE PROPOSED RAMP UNLESS DIRECTED BY THE ENGINEER.SAW CUT REQUIRED FOR DUMMY JOINTS SHALL BE INCLUDED IN THE COST OF "CONCRETE SIDEWALK".7.EXPANSION JOINTS IN CONCRETE SHALL MATCH THOSE IN ADJACENT SIDEWALKS BUT IN NO CASE SHALLTHE SPACING BETWEEN EXPANSION JOINTS EXCEED 12' UNLESS OTHERWISE NOTED.8.RAISED ISLANDS IN MARKED CROSSINGS SHALL HAVE SIDEWALK RAMPS AT BOTH SIDES AND A LEVEL AREAAT LEAST 4' LONG BETWEEN THE RAMPS. IF THIS CAN NOT BE ACHIEVED, THE RAISED ISLAND SHALL BE CUTTHROUGH LEVEL WITH THE ROADWAY AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.9.SIDEWALK RAMPS SHALL BE CONSTRUCTED AND PAID FOR UNDER THE ITEM "CONCRETE SIDEWALK",INCLUDING CURBING WITHIN THE LIMITS OF THE NEW SIDEWALK RAMP AND DETECTABLE WARNING STRIPS.10.CURBING WITHIN THE LIMITS OF THE NEW SIDEWALK RAMP SHALL BE CONSTRUCTED IN CONFORMANCEWITH THE REQUIREMENTS OF FORM 814A SECTIONS 8.11 AND 8.13.11.HANDICAP RAMPS CONFORMING WITH CONNECTICUT GENERAL STATUTES, SEC. 7-118a, SHALL BEINCORPORATED IN ALL PROPOSED SIDEWALKS AT ALL STREET INTERSECTIONS, AND AT ALL OTHERLOCATIONS WHERE THE GRADE OF A DRIVEWAY OR OTHER FACILITY TAKES PRECEDENCE OVER THE GRADEOF THE PROPOSED SIDEWALK.12.TRANSITION TO FULL HEIGHT CURB. INSTALL STONE CURBING IF ADJACENT CURBING IS STONE. INSTALLCONCRETE CURBING IF ADJACENT CURBING IS CONCRETE OR BITUMINOUS.13.INSTALL THE EDGE OF THE DETECTABLE WARNING 6" FROM THE EDGE OF ROAD.14.TO PERMIT WHEELCHAIR WHEELS TO ROLL BETWEEN DOMES, ALIGN DOMES ON A SQUARE GRID. IN THEDIRECTION OF PEDESTRIAN TRAVEL.DETECTABLE WARNING STRIP FOR ACCESSIBLE WALKNOT TO SCALEDOME SPACINGDOME SECTION1 3/5" MIN. TO 2 2/5" MAX.48"24".65"MIN.9/10" MIN. TO1 2/5" MAX.1/5".45" MIN TO.9" MAX.NOTES:1.UNLESS OTHERWISE DIRECTED SHREDDED MULCH SHALL BE PLACED TO A LIMIT OFONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED.SHRUB PLANTINGNOT TO SCALECOMPACTEDSUBGRADEFINISHEDGRADE4" MULCHMAINTAIN SAUCER ON LOWERSIDES OF PLANT TO RETAINWATERPLANTING SOIL MIX WATER ANDTAMP TO REMOVE AIR POCKETSCOMPACTED SUBGRADECOMPACTED GRAVELSUB-BASEPROCESSED AGGREGATEBASE BROKEN STONECLASS 2 BITUMINOUSCONCRETE WEARING COURSECLASS 1 BITUMINOUSCONCRETE BINDER COURSEBITUMINOUS CONCRETE PAVEMENTNOT TO SCALE1 1/2"1 1/2"4"10"JULY 12, 2023ACCESSIBLEVAN6' ABOVE GRADENOTE:1.REFER TO SHEET C1.10 FOR LOCATIONS.SILVER COPYON BLUEBACKGROUND(CTDOT31-0629)ALUMINUM 0.080" THICKVAN ACCESSIBLE SIGNCTDOT (31-0648) SEEPLAN FORAPPROPRIATEAPPLICATIONVIOLATORS WILLREQUIREDPERMITPARKINGACCESSIBLEBE FINED MIN $150 ACCESSIBLE PARKING SIGNNOT TO SCALE38"13"12"11"4' 5"5'9' 6"NOTES:TOPSOILSUBGRADE1.PROVIDE SHOP DRAWINGSFOR APPROVAL2.ALL EXPOSED CONCRETETO RECEIVE A RUBBEDFINISH (TYP.)6' OR AS SPECIFIED BY LIGHT MANUFACTURER2'6"MAX.3/4"Øx10'-0" LONGCOPPER GROUND ROD;LOCATE ADJACENT TOFOUNDATION(6)-#6 BARSVERTICALFOUR 3/4"x24"x3"GALVANIZED STEELANCHOR BOLTS.BOLT CIRCLE PERMANUFACTURERINSULATED COPPER GROUNDWELDED TO INTERNAL LUGIN POLE. SIZE ACCORDANCEWITH NFPA 70LIGHT POLELIGHT POLE FLANGEPVC CONDUIT STUBBED 1"ABOVE UNIT FOUNDATION,NUMBER AND SIZE AS REQUIREDCLASSPCC04462CONCRETE2" - RMCGALVANIZED30"CONCRETE FOOTING#4 TIES @ 8" O.C.(6)-#6 BARSVERTICAL3" COVERPLAN#4 TIES @ 8" O.C. PAVEMENT ARROWNOT TO SCALELIGHT POLE FOUNDATIONNOT TO SCALE21167.00001NOTES:1.ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN 4'-0" LONG SHALL BE USED.2.CURBS OF RADIUS LESS THAN 100' SHALL BE CUT OR CAST TO REQUIRED RADIUS AND LENGTH. 13.USE 1/2" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. FOR 2 PRECAST OR CAST-IN-PLACECONCRETE CURB.4.JOINT BETWEEN GRANITE OR CONCRETE SECTIONS ARE NOT TO EXCEED 1/2".5.MINIMUM WIDTH OF CURB AT BOTTOM SHALL BE 4" OR NO GREATER THAN 2/3 THE HEIGHT OF THE PIECE.6.CLASS "C" AE CONCRETE TO BE PLACED AT JOINTS.SPECIFICATIONS:1.CONCRETE CURB SHALL BE MANUFACTURED TO MEET CONNDOTSPECIFICATIONS.2.CONCRETE STRENGTH - 5000 psi.3.WEIGHT - 135 LBS/LINEAR FOOT.4.REINFORCED WITH 2-#3 DEFORMED REINFORCED BARS.5.. AIR ENTRAINMENT - 5-7%.6.2x6 REBAR - CONNECTING PINS.6"20"6"6"6"1"R7"4"BITUMINOUS PAVEMENT(SEE BITUMINOUS CONCRETE DETAIL)PROCESSED AGGREGATECOMPACTED GRAVEL5000 PSI CONCRETE1/2" EXPANSIONJOINTCONCRETE SIDEWALKAPPROVED BACKFILLMATERIAL TAMPEDTO TOPSOIL LIMITPRECAST CONCRETE CURBNOT TO SCALENOTE:1.ALL CONCRETE SHALL BE 4000 PSI PER TOWN OF SOUTH WINDSOR SPECIFICATIONS.4"LOOSENEDSUBGRADESUBGRADEMULCH12"2'-4"12"2'TOPSOILPROVIDECLEAN CUTEDGE ONALL BEDSLAWN PLATING BEDNOT TO SCALEDUMPSTER ENCLOSURE - PLAN VIEWNOT TO SCALE20'18"20'CONCRETEDUMPSTER PAD6' HIGH FENCING4" DIA. STEELBOLLARDGRADE TODRAINSEE FENCE DETAILFOR POST FOOTINGSTEEL SLEEVE SET IN CONCRETESWING GATES SHEET NAMEDATESD-2PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.08 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.0000110.4"5.2"6.93"8.66"SPACINGGROUND COVER SPACING TABLESECTIONPLAN12" O.C.10" O.C.8" O.C.6" O.C.SPACING"A"PLANT1.151.662.64.611 SQ. FT.1 SQ. FT.1 SQ. FT.1 SQ. FT.ROW"B"PLANTSNO. OFUNITAREASUB GRADE.PLANTING SOIL MIX,PREPARE BED AS SPECIFIED.2" MULCH INSTALLEDBEFORE PLANTING.FINISH GRADE.GROUND COVER PLANTS.NOTES:1.ALL GROUND COVER TO BE PLANTED INTRIANGULAR PATTERN. SEE DETAIL PLANAND GROUND COVER SPACING TABLE.AABA EXISTING HYDRODYNAMIC SEPARATORNOT TO SCALEGROUNDCOVER/PERENNIAL PLANTINGNOT TO SCALEORNAMENTAL FENCENOT TO SCALENOTES:1.SUBMIT SHOP DRAWINGS FORAPPROVAL.2.FENCE TO BE ASSEMBLED ANDINSTALLED AS PERMANUFACTURERSPECIFICATIONS.MANUFACTURER AMERISTAR FENCE PRODUCTSTULSA, OK 888-333-3422OR APPROVED EQUALFENCESERIES:MONTAGE PLUSORNAMENTAL STEEL FENCEMODEL:GENESIS 3-RAILHEIGHT:4'COLOR:BLACKADORNMENTS: N/A8' MAX O.C.4"9 12"1 12" MONTAGE PLUS STEEL RAIL4'FLUSHBOTTOM RAIL3' MIN. FOOTING DEPTH3 1516" TYPICALSTEEL POST3" SQ. X 16 GA34" SQ. X 18 GASTEEL PICKETFLAT MOUNT BRACKET(BB111)2"12" ØCONNDOT CLASS 'A'CONCRETE FOOTING6"2" REVEALSECTIONELEVATION4"10"3"PLAN2"NOTE:ALL WOOD TO BE PRESSURE TREATEDSOUTHERN YELLOW PINENOTES:1.ALL RAIL AND POST LUMBER SHALL BE COMMERCIAL GRADE, NO.1 DENSE, (Fb=10.3 FPo) OR BETTER, CONFORMING TONOMINAL SIZES AND DIMENSIONS SHOWN AND TO AASHTO SPECIFICATION M168. ALL TIMBER SHALL BE TREATEDWITH A PRESSURE IMPREGNATED PRESERVATIVE IN ACCORDANCE WITH AASHTO SPECIFICATION M133.2.BOLTS SHALL BE 3/4" DIAM., ASTM 307, WITH APPROPRIATE NUTS AND WASHERS (ALL HOT DIPPED GALVANIZED)3.BACKFILL AROUND EACH POST WITH SUITABLE NATIVE MATERIAL IN 1' LIFTS4.CONTRACTOR TO PROVIDE 90°, 45° OR END POSTS WHERE REQUIRED.5.CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ENTIRE SYSTEM.EXTEND CROSS MEMBER TO CLEAR POST BY 4"AT GUIDE RAIL ENDS. 1" CHAMFER AT ENDS8' O.C. OR AS INDICATED10"X10" POST-TYP.4"8"18"48"POST NOTCHED TORECEIVE CROSS MEMBERFLUSH4 GALVANIZED 3/4"CARRIAGE BOLTS. COUNTERBORE REAR TO RECEIVE NUT.ANTI-CHECKSPLINE-TYP.1" CHAMFER-TYP.GRADE5"x8" CROSSMEMBERSEE PLANS FOR CROSSMEMBER LOCATIONSTIMBER GUIDE RAILNOT TO SCALECAP UNIT ADHERES TO TOPUNIT WITH CONCRETEADHESIVEMODULAR CONCRETE UNIT(TYP.)DRAINAGE AGGREGATE(12" THICK MIN.)4" DIA. DRAIN PIPEOUTLET @ END OF WALLOR 40' CENTERS MAX.GRANULAR LEVELING PAD(MIN. 6" THICK)NOTE:1.FOR WALLS OF 48" MAX EXPOSED HEIGHT2.SUBMIT SHOP DRAWING BY PROFESSIONALENGINEER SHOP DRAWING TO INCLUDEPIPE PENETRATION DETAIL8"1'-6" MIN.TIMBER GUIDE RAIL. SEEPLAN FOR LOCATIONS.CONCRETEUNREINFORCED RETAINING WALLNOT TO SCALEROOTBALLNOTE:1.SUPPORT STAKES SHALL BE REMOVED BY THE CONTRACTOR ONEYEAR AFTER INSTALLATION.TREE PLANTINGNOT TO SCALEDOUBLE STRAND NO. 12 GAUGEGALVANIZED WIRE TWISTED. DONOT OVERTIGHTEN WIRERUBBER HOSELIMIT OF BALLTREE PITBEND BACK WIRE BASKETREMOVE TOP PORTION OF BURLAPONLYCOMPACTED SUBGRADECLEANBACKFILLSLOPED SIDES34" MIN.8'EDGE OF MULCH ASPER PLANS ORDRIPLINE OF TREE4" DEPTH OF MULCHROOTFLAREFINISHED GRADE5' TILLED TOPSOIL (TYPICAL)2" HIGH EARTHEN SAUCERSUPPORT POSTDRIVE POST AT ANGLE AND DRAWVERTICAL1/4 WIDTH OF ROOTBALLPLANSECTIONNOTE:1. FOR INFORMATION ONLY SHEET NAMEDATESD-3PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.09 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001NOTES:1.BACKFILL MATERIAL USED IN BEDDING, HAUNCHING, AND INITIAL BACKFILL LAYERSSHALL BE 3/4" CRUSHED STONE.2.PAYMENT LIMIT FOR ROCK IN TRENCH TO BE PIPE DIAMETER + 3.0'DIA.TRENCH WIDTHI.D. OF PIPE +2.0'4"SEE SITE PLAN FORSURFACE TREATMENTEDGE OF TRENCHFINISHED GRADEFINAL BACKFILL LAYER:SUITABLE EXCAVATEDMATERIAL MAY BE USEDINITIAL BACKFILL LAYER:INSTALL AND COMPACT6" MIN. ABOVE CROWNOF PIPEHAUNCHING LAYER: 6"MAX. LIFTS, COMPACTEDBOTTOM OF TRENCHEXCAVATIONSPRING LINEBEDDING LAYER:4" MIN. IN EARTH6" MIN. IN ROCK CUTREINFORCED CONCRETEPIPE OR HDPETEMPORARY SUPPORTSYSTEM (AS REQUIRED)UTILITY DETECTORTAPEGEOTEXTILE FABRIC12" LAYER OF3/4" CRUSHED STONEPROPOSED GRADEMODIFIED RIPRAP31CONCRETE RIGID LEVELSPREADER LIP-EMBED BOTH SIDES 12" MIN TOEMBANKMENT WITH 4 INCHESCOVERELEV. 132.2ELEV. 134.724" PERFORATEDHDPE PIPEEROSION CONTROL SEED MIX-SEE PLANSELEV. 131.7ELEV. 134.2 EXISTING RIPRAP LEVEL SPREADERNOT TO SCALESTORM DRAINAGE TRENCHNOT TO SCALENOTE:1. FOR INFORMATION ONLYHINGED GRATECOVER FOREASY ACCESSNOTES:1.ALL AREA DRAIN GRATES SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTEDON PLANS.1.1. 15" CAST IRON GRATE DRAIN AREA = 92.5SQ. INCH GRATE HAS H-20 (HEAVY TRAFFIC) DOT RATING .1.2. MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B.1.3. CASTINGS ARE FURNISHED WITH A BLACK PAINT.1.4. INLINE DRAIN TO BE NYLOPLAST INC OR APPROVED EQUAL.TEE.INLINE DRAINHDPE.INLINE DRAIN15 1/4"15 1/2"5"AREA DRAIN AND GRATENOT TO SCALE1 1/4"P&Z SUBMISSIONLCD08/07/2023HOODED CATCH BASIN TRAPNOT TO SCALEDEPTHHEIGHTCAST IRON HOOD LEBARONMODEL L204 OR APPROVEDEQUALSTORM DRAINNOTE:1.HOODED OUTLET TO BE INSTALLED IN ALL CATCH BASINS.TOWN COMMENTSLCD09/18/2023 SHEET NAMEDATESD-4PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.10 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001SITE DETAILS SHEET NAMEDATESD-5PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.11 OF 11DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001SITE DETAILSPLAZA LIGHTNOT TO SCALESITE LIGHTNOT TO SCALE Proposed Restaurants Drainage Memorandum Prepared for: O’Connell Development Group 800 Kelly Way Holyoke, MA 01040 SLR #141.21167.00001.0040 July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised September 18, 2023) 1 Drainage Memorandum Proposed Restaurants Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 SLR #141.21167.00001.0040 This Drainage Memorandum has been prepared in support of the Site Plan of Development of new restaurants within Unit 5 of the Evergreen Walk Development. This memorandum meets the requirements of the Town of South Windsor Zoning Regulations, Section 6.6.5 Storm Drainage recognizing the storm drainage infrastructure that has already been built as part of the overall development. The project includes utility infrastructure to support the new restaurants and access drive through the site with considerations for future development of the remainder of the Unit. The main vehicular access to the site will be two-way off Tamarack Avenue with an additional right-in, right-out access onto Cedar Ave. Figure 1 – Project Area Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised September 18, 2023) 2 Table 1 – Stormwater Data Parcel Size Total 5.779 acres Soil Characteristics Hydrologic Soil Group "B" and "C" Nearest Water body Intermittent watercourse and Plum Gully Brook Federal Emergency Management Agency (FEMA) Zone X Proposed Impervious Coverage (People’s Bank and New Restaurants) 55% Proposed Land Use Open space, building, sidewalks, and bituminous parking lot Stormwater Treatment Practices -Capturing and treating the design water quality flow (WQF) -Removing at least 80 percent of the average annual total suspended solids (TSS) load Water Quality Measures Proprietary stormwater treatment Device - Hydrodynamic Separator STORMWATER MANAGEMENT APPROACH Fuss & O’Neill prepared a Stormwater Management Report for the Evergreen Walk development in 2007. In that report, this subject site (Unit 5) is referred to as "LA Fitness (Conceptual Design)". Unit 5 was identified as an area not required to provide stormwater detention. The stormwater management approach for this project follows the design of that prior report. Naturally, no calculations for zero net increase of stormwater have been provided for this site as the prior report demonstrated that there will be no deleterious downstream effects from an increase in stormwater discharge flow. The stormwater management system has been designed utilizing Best Management Practices (BMPs) to provide water quality management. The primary design goal is to treat the water quality flow (WQF), in accordance with Connecticut Department of Energy & Environmental Protection (CTDEEP) requirements, to provide the removal of total suspended solids and other potential stormwater pollutants prior to discharge to the wetland adjacent vegetated buffer. Existing drainage patterns will be maintained to the maximum extent practicable, and pollutant reduction provided via a new proprietary stormwater treatment device (hydrodynamic separator [HDS]). The storm drainage collection system will discharge into an off-line HDS then discharge to a "bubble-up level spreader" where flows will spread over a rigid concrete level spreader lip and sheet flow through the stable and heavily vegetated wetland buffer. Sheet flow over land through the CTDEEP "non developable area" is permitted as long as it does not have erosive velocity. The attachments demonstrate the velocities from the WQF and the 10-year design storm event are within permissible ranges. Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised September 18, 2023) 3 The computer program entitled Hydraflow Storm Sewers Extension for AutoCAD® Civil 3D® 2019 by Autodesk, Inc., Version 2018.3, was used for designing the proposed storm drainage collection system. Storm drainage computations performed include pipe capacity, hydraulic grade line calculations, and gutter flow computations. The contributing watershed to each individual catch basin inlet was delineated to determine the drainage area and land coverage. These values were used to determine the stormwater runoff to each inlet using the Rational Method. The rainfall intensities for the site were obtained from the National Oceanic and Atmospheric Administration (NOAA) Atlas 14, Volume 10, Precipitation Frequency Data Server (PFDS). The proposed storm drainage system is designed to provide adequate capacity to convey the 10-year storm event in accordance with Section II 2.3.3 Design Storm Criteria of the South Windsor Public Improvement Specifications. WATER QUALITY MANAGEMENT Stormwater runoff from the parking lot will be directed to the HDS (in an off-line configuration) by conventional catch basin and conveyance pipe network. Due to shallow groundwater (within 3.5 feet of existing grade) encountered during geotechnical investigation, infiltration practices were not considered. The proposed HDS will filter sediment and other pollutants that may be present in the stormwater runoff from the proposed pavement areas prior to the stormwater flows reaching the level spreader. Refer to the CDS Guide-Operation, Design, Performance and Maintenance included as an attachment to this memorandum. The CTDEEP 2004 Stormwater Quality Manual (Chapter 7) recommends methods for sizing stormwater treatment measures with water quality volume (WQV) computations. The WQV addresses the initial stormwater runoff, also commonly referred to as the "first- flush" runoff. The WQV provides adequate volume to store the runoff associated with the first 1 inch of rainfall, which tends to contain the highest concentration of potential pollutants. The WQF is the peak-flow rate associated with the water quality design storm or WQV. The HDS is in an offline configuration that directs and treats only the WQF into the structure and permits remaining storm events to bypass the structure. Offline configurations are ideal to prevent the resuspension of sediment. Supporting calculations have been included as an attachment to this report. CONCLUSION The focus of the stormwater management approach was to provide water quality treatment and maintain existing drainage patterns. Guidance from the original stormwater management report for the overall development site was utilized in the design. The Stormwater Management Design meets the recommendations set forth in the CTDEEP Stormwater Quality Manual and the criteria outlined in the Town of South Windsor Zoning Regulations, Section 6.6.5 Storm Drainage. All supporting documentation is attached to this report. Drainage Memorandum O’Connell Development Group July 12, 2023 (Revised September 18, 2023) 4 Attachments Attachment A – FEMA Firmette Map Attachment B – Natural Resources Conservation Service (NRCS) Soil Data Attachment C – Soil Testing Attachment D – Water Quality Computations Attachment E – Hydrologic Analysis – Selected pages of Fuss & O’Neill Report (2007) Attachment F – Storm Drainage Computations 21167.00001.0040.mr2823.drainage memo.docx ATTACHMENT A FEMA FIRMETTE MAP Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 8/18/2021 at 10:18 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 72°33'34"W 41°49'11"N 72°32'56"W 41°48'45"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 ATTACHMENT B NRCS SOIL DATA Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 United States Department of Agriculture A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for State of ConnecticutNatural Resources Conservation Service December 3, 2021 Soil Information for All Uses Soil Properties and Qualities The Soil Properties and Qualities section includes various soil properties and qualities displayed as thematic maps with a summary table for the soil map units in the selected area of interest. A single value or rating for each map unit is generated by aggregating the interpretive ratings of individual map unit components. This aggregation process is defined for each property or quality. Soil Qualities and Features Soil qualities are behavior and performance attributes that are not directly measured, but are inferred from observations of dynamic conditions and from soil properties. Example soil qualities include natural drainage, and frost action. Soil features are attributes that are not directly part of the soil. Example soil features include slope and depth to restrictive layer. These features can greatly impact the use and management of the soil. Hydrologic Soil Group Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. 22 Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Custom Soil Resource Report 23 24 Custom Soil Resource Report Map—Hydrologic Soil Group 463211046321504632190463223046322704632310463235046321104632150463219046322304632270463231046323504632390702940 702980 703020 703060 703100 703140 703180 703220 703260 703300 703340 702940 702980 703020 703060 703100 703140 703180 703220 703260 703300 703340 41° 49' 2'' N 72° 33' 24'' W41° 49' 2'' N72° 33' 6'' W41° 48' 53'' N 72° 33' 24'' W41° 48' 53'' N 72° 33' 6'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0 50 100 200 300 Feet 0 25 50 100 150 Meters Map Scale: 1:1,990 if printed on A landscape (11" x 8.5") sheet. Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: State of Connecticut Survey Area Data: Version 21, Sep 7, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jul 15, 2019—Aug 29, 2019 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report 25 Table—Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 12 Raypol silt loam C/D 0.1 1.0% 108 Saco silt loam B/D 0.0 0.2% 702A Tisbury silt loam, 0 to 3 percent slopes C 2.7 19.4% 704A Enfield silt loam, 0 to 3 percent slopes B 6.0 44.0% 704B Enfield silt loam, 3 to 8 percent slopes B 4.9 35.5% Totals for Area of Interest 13.8 100.0% Rating Options—Hydrologic Soil Group Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Custom Soil Resource Report 26 ATTACHMENT C SOIL TESTING Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 TAMARACK AVENUEAPPROXIMATE LOCATION OFFUTURE BUILDING PADB-1B-5B-6APPROXIMATE LOCATION OFPROPOSED BANKAPPROXIMATE LOCATION OFFUTURE RESTAURANTB-4B-3B-2SHEET NO.FIG. 2REVISIONSDATEPROJECT NO.DESIGNEDRDGSCALEDRAWNRDGCHECKEDJWKAUGUST 4, 2021141.14899.000041"=50'SWNESUBSURFACE EXPLORATION LOCATION PLANPROPOSED BANK$1')8785(%8,/',1*3$'6CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT0'25' 50'0 1/2"1"Copyright Milone & MacBroom, Inc - 202099 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTES:1. BASEMAP DEVELOPED FROM ANELECTRONIC FILE BY SLR TITLED"PROPERTY & TOPOGRAPHICSURVEY" AND DATED 7/22/2021.2. BORINGS BY SLR WEREPERFORMED BY SITE, LLC ON7/30/2021.3. THE LOCATIONS OF THESEBORINGS WERE LOCATED BYSURVEY. THESE LOCATIONSSHOULD BE CONSIDEREDACCURATE ONLY TO THE DEGREEIMPLIED BY THE METHOD USED.LEGEND:B-1BORING BY SLRINTERNATIONALCORPORATION (SLR) PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 7:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 132.6' 4 3 5 10 3.0' 130.6' 19 12 4.5' 129.1' 6 10 22 22 30 50/4" S‐5 4 50/4" 19.8' 113.8' 1 UT = UNDISTURBED THINWALL 30 +  = HARD 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% PROPORTIONS Bottom of Exploration ±19.8' 21 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% Remarks: 1. Auger refusal at ±19.8'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE 20 22 18 19 15 17 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 12 9 13 10S‐4 11 10 S‐4: Very dense, reddish brown, fine to coarse SAND, some fine to coarse Gravel, little Silt. 7 8 5 6 S‐2: Medium dense, Top 8": Light brown, fine to medium SAND, some Silt. 3 Bottom 12": Reddish brown, fine to coarse SAND and fine to coarse GRAVEL, trace Silt. 4 S‐1: Loose, Top 10": Brown, fine to coarse SAND, some Silt, trace fine Gravel, trace Organics. 1 Bottom 6": Light brown, fine to medium SAND, some Silt, trace Organics. 2 ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION SIZE ID (IN.)NOT ENCOUNTERED RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: JULY 30, 2021 GROUND SURFACE ELEVATION: ±133.6' 141.14899.00004 FOREMAN: J. DEANGELIS PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐1 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC S‐3: Dense, reddish brown, fine to coarse SAND, some fine to coarse Gravel, little Silt. BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK S‐322 16 14 S‐116 S‐220 WEATHERED  BEDROCK TOPSOIL SUBSOIL SAND & GRAVEL SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 8:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 1 1.0' 141.6' 3 2 1 2 3.0' 139.6' 2 3.3'G.W.T.139.3' 4 8 12 12 9 8.5' 134.1' 12 10 13 14 13.5' 129.1' 41 50/3" 18.4' 124.2' 1 UT = UNDISTURBED THINWALL TOPSOIL SAND SUBSOIL GLACIAL TILL WEATHERED  BEDROCK BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK EQUIPMENT: PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐2 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS HMR. FALL (IN.) JULY 30, 2021 GROUND SURFACE ELEVATION: ±142.6' TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER GROUNDWATER DEPTH (FT.)TYPE OF RIG: RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION SIZE ID (IN.)±3.3'RIG MODEL:   HMR. WT (LB.) BURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) CME‐55 LCX 1 Bottom 12": Light brown, fine to medium SAND and SILT, trace Organics.ELEV. (FT.)RemarkDepth    (FT) SAMPLE  NUMBER 2 S‐2: Loose, Top 12": Light brown, fine to medium SAND and SILT. 3 Bottom 6": Reddish brown, fine to coarse SAND, little Silt. S‐1: Loose, Top 7": Brown, fine to coarse SAND, some Silt, trace fine Gravel, trace Organics. S‐3: Medium dense, reddish brown, fine to coarse SAND, trace Silt. 22 7 5 10 S‐4: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 4 8 6 9 11 13 12 S‐422 14 15 S‐57 S‐5:Very dense, reddish fine to coarse SAND, little fine to coarse Gravel, little Silt. 16 17 18 19 Bottom of Exploration ±18.4' 20 21 22 Remarks: 1. Auger refusal at ±18.4'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD S‐119 S‐218 S‐3 SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 9:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 145.1' 2 3 2 3 3.0' 143.1' 4 9 4.5' 141.6' 5.1'G.W.T.141.0' 6 9 15 30 15 25 27 42 13.5' 132.6' 25 38 45 46 S‐6 3 50/3"20.3' 125.8' UT = UNDISTURBED THINWALL S‐421 S‐522 BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐3 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS JULY 30, 2021 GROUND SURFACE ELEVATION: ±146.1' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)±5.1'RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 12": Light brown, fine to medium SAND, some Silt, trace Organics.TOPSOIL SUBSOIL2S‐2: Loose, Top 12": Reddish brown, fine to medium SAND, some Silt. 3 Bottom 10": Reddish brown, fine to coarse SAND, little Silt. S‐119 S‐222 4 S‐1: Loose, Top 7": Dark brown, fine to meduim SAND, some Silt, trace fine Gravel, trace Organics. SAND 5 S‐3: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. S‐3186 GLACIAL TILL 7 8 9 10 S‐4: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. WEATHERED  BEDROCK 11 12 13 14 15 S‐5: Very dense, reddish brown, fine to medium SAND and SILT, trace fine Gravel. 16 17 18 19 20 S‐6: Very dense, reddish brown, fine to coarse SAND,little fine to coarse Gravel, little Silt. 21 Bottom of Exploration ±20.3' 22 Remarks: ±NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 10:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 136.8' 6 11 2.0' 135.8' 8 8 6 6 4.5' 133.3' 11 15 12 6.5' 131.3' 8 8.5' 129.3' 8 8 14 30 13.5' 124.3' S‐5 3 50/4" 18.5' 119.3' 1 UT = UNDISTURBED THINWALL SAND & SILT SAND BORING LOG ACCUBRANCH INSPECTOR: R. GOWISNOCK FILL TOPSOIL PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐4 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS JULY 30, 2021 GROUND SURFACE ELEVATION: ±137.8' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)NOT ENCOUNTERED RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 6": Reddish brown, fine to coarse SAND and fine to coarse GRAVEL, trace Silt.  2 S‐2: Medium dense, light brown, fine to medium SAND, some Silt. SUBSOIL S‐1: Loose, Top 8": Brown, fine to coarse SAND, little Silt, trace fine Gravel, trace Organics. 3 S‐114 S‐220 4 5 S‐3: Medium dense, Top 12": Reddish brown, fine to coarse SAND, trace fine Gravel, trace Silt. S‐3186 Botttom 6": Reddish brown, fine to medium SAND and SILT. 7 8 9 10 S‐4: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. S‐4 12 11 GLACIALTILL22 13 WEATHERED  BEDROCK 14 15 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, trace Silt. 16 17 18 19 Bottom of Exploration ±18.5' 20 21 22 Remarks: 1. Auger refusal at ±18.5'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 11:30 AM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 137.3' 6 5 4 6 8 3.5' 134.8' 12 6 5.5' 132.8' 4 5 7 8.5' 129.8' S‐4 4 50/5" S‐5 4 50/5"15.4'G.W.T.122.9' UT = UNDISTURBED THINWALL S‐1: Loose, Top 8": Brown, fine to coarse SAND, little Silt, trace fine Gravel, trace Organics. BORING LOG PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐5 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS ACCUBRANCH INSPECTOR: R. GOWISNOCK JULY 30, 2021 GROUND SURFACE ELEVATION: ±138.3' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)±15.3'RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 8": Light brown, fine to medium SAND, some Silt, trace Organics. 2 S‐2: Medium dense, Top 16": Light brown, fine to medium SAND, some Silt. TOPSOIL SUBSOIL 3 Bottom 6": Reddish brown, fine to coarse SAND, little Silt. S‐116 S‐222 4 SAND & SILT 5 S‐3: Loose, Top 6": Reddish brown, fine to medium SAND and SILT. S‐320 GLACIAL TILL 6 Bottom 14": Reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 7 8 9 10 S‐4: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 11 12 13 WEATHERED  BEDROCK 14 15 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 16 Bottom of Exploration ±15.4' 17 18 19 20 21 22 Remarks: ±NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com PROJECT: LOCATION: PROJ. NO: CLIENT: DATE: AUGER CASING SAMPLER COREBRL. HSA ‐SS ‐DATE TIME 2 1/4 ‐1 3/8 ‐2021‐07‐30 1:00 PM ‐‐140 ‐ ‐‐30 ‐ 1 2 1.0' 140.9' 1 1 1 2 4 3.5'G.W.T.138.4' 9 9 11 8 6.5' 135.4' 7 8.5' 133.4' 6 6 10 10 38 50/1" 17.4' 124.5' 1 UT = UNDISTURBED THINWALL S‐1: Very loose, Top 8": Dark brown, fine to medium SAND, little Silt, trace fine Gravel, trace Organics. BORING LOG PROPOSED BANK AND FUTURE BUILDING PADS BORING NO.: B‐6 SHEET: 1 of 1 CEDAR AVENUE & BUCKLAND ROAD, SOUTH WINDSOR, CT CONTRACTOR: SITE, LLC 141.14899.00004 FOREMAN: J. DEANGELIS ACCUBRANCH INSPECTOR: R. GOWISNOCK JULY 30, 2021 GROUND SURFACE ELEVATION: ±141.9' EQUIPMENT:GROUNDWATER DEPTH (FT.)TYPE OF RIG: TYPE WATER DEPTH TRACK W/ AUTOMATIC HAMMER SIZE ID (IN.)±3.5'RIG MODEL:   HMR. WT (LB.) CME‐55 LCX HMR. FALL (IN.) Depth    (FT) SAMPLE  NUMBER RECOVERY      (IN) BLOWS        PER 6"  SOIL AND ROCK CLASSIFICATION‐DESCRIPTION DEPTH (FT.)STRATUM  DESCRIPTION ELEV. (FT.)RemarkBURMISTER SYSTEM (SOIL) U.S. CORPS OF ENGINEERS SYSTEM (ROCK) 1 Bottom 6": Light brown, fine to medium SAND, some Silt, trace Organics. 2 S‐2: Loose, Top 14": Light brown, fine to medium SAND, some Silt. TOPSOIL SUBSOIL 3 Bottom 6": Reddish brown, fine to coarse SAND, little Silt. S‐114 S‐220 SAND 4 5 S‐3: Medium dense, Top 14": Reddish brown, fine to coarse SAND, little fine to coarse Gravel, trace Silt. S‐320 SAND & SILT 6 Bottom 6": Reddish brown, fine to medium SAND and SILT. 7 8 9 10 S‐4: Medium dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 11 S‐418 12 13 GLACIAL TILL 14 15 S‐57 S‐5: Very dense, reddish brown, fine to coarse SAND, little fine to coarse Gravel, little Silt. 16 17 18 Bottom of Exploration ±17.4' 19 20 21 22 Remarks: 1. Auger refusal at ±17.4'.NON‐PLASTIC (SPT‐N) PLASTIC (SPT‐N) SAMPLE TYPE PROPORTIONS 0‐4 = VERY LOOSE 0‐2  =  VERY SOFT C  =  ROCK CORE trace  = <10% 4‐10 = LOOSE 2‐4  =  SOFT S  =  SPLIT SPOON little   = 10% ‐ 20% 10‐30 = MEDIUM DENSE 4‐8  =  MEDIUM UP = UNDISTURBED PISTON some = 20% ‐ 35% 30‐50 = DENSE 8‐15  = STIFF and    = 35% ‐ 50% 50+ = VERY DENSE 15‐30 = VERY STIFF 30 +  = HARD SLR International Corporation, Inc. 99 Realty Drive, Cheshire, CT 06410 203.271.1773│www.slrconsulting.com ATTACHMENT D WATER QUALITY COMPUTATIONS Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 Project 21167.00001 Made By:LCD Date:9/18/2023 Chkd by: Date: CDS Unit Contributing Basins Imperv. Area (acres) Total Area (acres) Total 2.99 4.02 Table 4.1: WQV = (P)(Rv)(A)/12 =0.241 acre-feet Where: I = % of Impervious Cover =74% Rv = volumetric runoff coeff. 0.05 + 0.009(I) =0.719 P = design precipitation (1.0" for water quality storm) = 1 inch A = site area (acres) =4.02 acres = 0.0063 miles2 Q = runoff depth (in watershed inches) = [WQV(acrefeet)]*[12(inches/foot)]/drainage area (acres) Q =0.719 CN = 1000 / [10+ 5P + 10Q -10(Q2 + 1.25QP)0.5] =97 Where: Q = runoff depth (in watershed inches) tc = 0.1 hours Type III Rainfall Distribution: From Table 4-1, Ia =0.062 Ia/P =0.062 From Exhibit 4-III, qu = 700 csm/in. WQF = (qu)(A)(Q) =3.2 cfs CDS 2025-5 Flow = 3.2 cfs -> OK (TR-55) (TR-55) SLR Consulting COMPUTATION SHEET - WATER QUALITY FLOW (WQF) Subject:Proposed Restaurants WATER QUALITY FLOW Page 1 of 1 CDS Guide Operation, Design, Performance and Maintenance ENGINEERED SOLUTIONS 2 CDS® Using patented continuous deflective separation technology, the CDS system screens, separates and traps debris, sediment, and oil and grease from stormwater runoff. The indirect screening capability of the system allows for 100% removal of floatables and neutrally buoyant material without blinding. Flow and screening controls physically separate captured solids, and minimize the re-suspension and release of previously trapped pollutants. Inline units can treat up to 6 cfs, and internally bypass flows in excess of 50 cfs (1416 L/s). Available precast or cast-in- place, offline units can treat flows from 1 to 300 cfs (28.3 to 8495 L/s). The pollutant removal capacity of the CDS system has been proven in lab and field testing. Operation Overview Stormwater enters the diversion chamber where the diversion weir guides the flow into the unit’s separation chamber and pollutants are removed from the flow. All flows up to the system’s treatment design capacity enter the separation chamber and are treated. Swirl concentration and screen deflection force floatables and solids to the center of the separation chamber where 100% of floatables and neutrally buoyant debris larger than the screen apertures are trapped. Stormwater then moves through the separation screen, under the oil baffle and exits the system. The separation screen remains clog free due to continuous deflection. During the flow events exceeding the treatment design capacity, the diversion weir bypasses excessive flows around the separation chamber, so captured pollutants are retained in the separation cylinder. Design Basics There are three primary methods of sizing a CDS system. The Water Quality Flow Rate Method determines which model size provides the desired removal efficiency at a given flow rate for a defined particle size. The Rational Rainfall Method™ or the and Probabilistic Method is used when a specific removal efficiency of the net annual sediment load is required. Typically in the Unites States, CDS systems are designed to achieve an 80% annual solids load reduction based on lab generated performance curves for a gradation with an average particle size (d50) of 125 microns (μm). For some regulatory environments, CDS systems can also be designed to achieve an 80% annual solids load reduction based on an average particle size (d50) of 75 microns (μm) or 50 microns (μm). Water Quality Flow Rate Method In some cases, regulations require that a specific treatment rate, often referred to as the water quality design flow (WQQ), be treated. This WQQ represents the peak flow rate from either an event with a specific recurrence interval, e.g. the six-month storm, or a water quality depth, e.g. 1/2-inch (13 mm) of rainfall. The CDS is designed to treat all flows up to the WQQ. At influent rates higher than the WQQ, the diversion weir will direct most flow exceeding the WQQ around the separation chamber. This allows removal efficiency to remain relatively constant in the separation chamber and eliminates the risk of washout during bypass flows regardless of influent flow rates. Treatment flow rates are defined as the rate at which the CDS will remove a specific gradation of sediment at a specific removal efficiency. Therefore the treatment flow rate is variable, based on the gradation and removal efficiency specified by the design engineer. Rational Rainfall Method™ Differences in local climate, topography and scale make every site hydraulically unique. It is important to take these factors into consideration when estimating the long-term performance of any stormwater treatment system. The Rational Rainfall Method combines site-specific information with laboratory generated performance data, and local historical precipitation records to estimate removal efficiencies as accurately as possible. Short duration rain gauge records from across the United States and Canada were analyzed to determine the percent of the total annual rainfall that fell at a range of intensities. US stations’ depths were totaled every 15 minutes, or hourly, and recorded in 0.01-inch increments. Depths were recorded hourly with 1-mm resolution at Canadian stations. One trend was consistent at all sites; the vast majority of precipitation fell at low intensities and high intensity storms contributed relatively little to the total annual depth. These intensities, along with the total drainage area and runoff coefficient for each specific site, are translated into flow rates using the Rational Rainfall Method. Since most sites are relatively small and highly impervious, the Rational Rainfall Method is appropriate. Based on the runoff flow rates calculated for each intensity, operating rates within a proposed CDS system are GRATE INLET (CAST IRON HOOD FOR CURB INLET OPENING) CREST OF BYPASS WEIR (ONE EACH SIDE) INLET (MULTIPLE PIPES POSSIBLE) OIL BAFFLE SUMP STORAGESEPARATION SLAB TREATMENT SCREEN OUTLET INLET FLUME SEPARATION CYLINDER CLEAN OUT (REQUIRED) DEFLECTION PAN, 3 SIDED (GRATE INLET DESIGN) 3 determined. Performance efficiency curve determined from full scale laboratory tests on defined sediment PSDs is applied to calculate solids removal efficiency. The relative removal efficiency at each operating rate is added to produce a net annual pollutant removal efficiency estimate. Probabilistic Rational Method The Probabilistic Rational Method is a sizing program Contech developed to estimate a net annual sediment load reduction for a particular CDS model based on site size, site runoff coefficient, regional rainfall intensity distribution, and anticipated pollutant characteristics. The Probabilistic Method is an extension of the Rational Method used to estimate peak discharge rates generated by storm events of varying statistical return frequencies (e.g. 2-year storm event). Under the Rational Method, an adjustment factor is used to adjust the runoff coefficient estimated for the 10-year event, correlating a known hydrologic parameter with the target storm event. The rainfall intensities vary depending on the return frequency of the storm event under consideration. In general, these two frequency dependent parameters (rainfall intensity and runoff coefficient) increase as the return frequency increases while the drainage area remains constant. These intensities, along with the total drainage area and runoff coefficient for each specific site, are translated into flow rates using the Rational Method. Since most sites are relatively small and highly impervious, the Rational Method is appropriate. Based on the runoff flow rates calculated for each intensity, operating rates within a proposed CDS are determined. Performance efficiency curve on defined sediment PSDs is applied to calculate solids removal efficiency. The relative removal efficiency at each operating rate is added to produce a net annual pollutant removal efficiency estimate. Treatment Flow Rate The inlet throat area is sized to ensure that the WQQ passes through the separation chamber at a water surface elevation equal to the crest of the diversion weir. The diversion weir bypasses excessive flows around the separation chamber, thus preventing re-suspension or re-entrainment of previously captured particles. Hydraulic Capacity The hydraulic capacity of a CDS system is determined by the length and height of the diversion weir and by the maximum allowable head in the system. Typical configurations allow hydraulic capacities of up to ten times the treatment flow rate. The crest of the diversion weir may be lowered and the inlet throat may be widened to increase the capacity of the system at a given water surface elevation. The unit is designed to meet project specific hydraulic requirements. Performance Full-Scale Laboratory Test Results A full-scale CDS system (Model CDS2020-5B) was tested at the facility of University of Florida, Gainesville, FL. This CDS unit was evaluated under controlled laboratory conditions of influent flow rate and addition of sediment. Two different gradations of silica sand material (UF Sediment & OK-110) were used in the CDS performance evaluation. The particle size distributions (PSDs) of the test materials were analyzed using standard method “Gradation ASTM D-422 “Standard Test Method for Particle-Size Analysis of Soils” by a certified laboratory. UF Sediment is a mixture of three different products produced by the U.S. Silica Company: “Sil-Co-Sil 106”, “#1 DRY” and “20/40 Oil Frac”. Particle size distribution analysis shows that the UF Sediment has a very fine gradation (d50 = 20 to 30 μm) covering a wide size range (Coefficient of Uniformity, C averaged at 10.6). In comparison with the hypothetical TSS gradation specified in the NJDEP (New Jersey Department of Environmental Protection) and NJCAT (New Jersey Corporation for Advanced Technology) protocol for lab testing, the UF Sediment covers a similar range of particle size but with a finer d50 (d50 for NJDEP is approximately 50 μm) (NJDEP, 2003). The OK-110 silica sand is a commercial product of U.S. Silica Sand. The particle size distribution analysis of this material, also included in Figure 1, shows that 99.9% of the OK-110 sand is finer than 250 microns, with a mean particle size (d50) of 106 microns. The PSDs for the test material are shown in Figure 1. Figure 1. Particle size distributions Tests were conducted to quantify the performance of a specific CDS unit (1.1 cfs (31.3-L/s) design capacity) at various flow rates, ranging from 1% up to 125% of the treatment design capacity of the unit, using the 2400 micron screen. All tests were conducted with controlled influent concentrations of approximately 200 mg/L. Effluent samples were taken at equal time intervals across the entire duration of each test run. These samples were then processed with a Dekaport Cone sample splitter to obtain representative sub-samples for Suspended Sediment Concentration (SSC) testing using ASTM D3977-97 “Standard Test Methods for Determining Sediment Concentration in Water Samples”, and particle size distribution analysis. Results and Modeling Based on the data from the University of Florida, a performance model was developed for the CDS system. A regression analysis was used to develop a fitting curve representative of the scattered data points at various design flow rates. This model, which demonstrated good agreement with the laboratory data, can then be used to predict CDS system performance with respect 4 to SSC removal for any particle size gradation, assuming the particles are inorganic sandy-silt. Figure 2 shows CDS predictive performance for two typical particle size gradations (NJCAT gradation and OK-110 sand) as a function of operating rate. Figure 2. CDS stormwater treatment predictive performance for various particle gradations as a function of operating rate. Many regulatory jurisdictions set a performance standard for hydrodynamic devices by stating that the devices shall be capable of achieving an 80% removal efficiency for particles having a mean particle size (d50) of 125 microns (e.g. Washington State Department of Ecology — WASDOE - 2008). The model can be used to calculate the expected performance of such a PSD (shown in Figure 3). The model indicates (Figure 4) that the CDS system with 2400 micron screen achieves approximately 80% removal at the design (100%) flow rate, for this particle size distribution (d50 = 125 μm). Figure 3. WASDOE PSD Figure 4. Modeled performance for WASDOE PSD. Maintenance The CDS system should be inspected at regular intervals and maintained when necessary to ensure optimum performance. The rate at which the system collects pollutants will depend more heavily on site activities than the size of the unit. For example, unstable soils or heavy winter sanding will cause the grit chamber to fill more quickly but regular sweeping of paved surfaces will slow accumulation. Inspection Inspection is the key to effective maintenance and is easily performed. Pollutant transport and deposition may vary from year to year and regular inspections will help ensure that the system is cleaned out at the appropriate time. At a minimum, inspections should be performed twice per year (e.g. spring and fall) however more frequent inspections may be necessary in climates where winter sanding operations may lead to rapid accumulations, or in equipment washdown areas. Installations should also be inspected more frequently where excessive amounts of trash are expected. The visual inspection should ascertain that the system components are in working order and that there are no blockages or obstructions in the inlet and separation screen. The inspection should also quantify the accumulation of hydrocarbons, trash, and sediment in the system. Measuring pollutant accumulation can be done with a calibrated dipstick, tape measure or other measuring instrument. If absorbent material is used for enhanced removal of hydrocarbons, the level of discoloration of the sorbent material should also be identified 5 during inspection. It is useful and often required as part of an operating permit to keep a record of each inspection. A simple form for doing so is provided. Access to the CDS unit is typically achieved through two manhole access covers. One opening allows for inspection and cleanout of the separation chamber (cylinder and screen) and isolated sump. The other allows for inspection and cleanout of sediment captured and retained outside the screen. For deep units, a single manhole access point would allows both sump cleanout and access outside the screen. The CDS system should be cleaned when the level of sediment has reached 75% of capacity in the isolated sump or when an appreciable level of hydrocarbons and trash has accumulated. If absorbent material is used, it should be replaced when significant discoloration has occurred. Performance will not be impacted until 100% of the sump capacity is exceeded however it is recommended that the system be cleaned prior to that for easier removal of sediment. The level of sediment is easily determined by measuring from finished grade down to the top of the sediment pile. To avoid underestimating the level of sediment in the chamber, the measuring device must be lowered to the top of the sediment pile carefully. Particles at the top of the pile typically offer less resistance to the end of the rod than consolidated particles toward the bottom of the pile. Once this measurement is recorded, it should be compared to the as-built drawing for the unit to determine weather the height of the sediment pile off the bottom of the sump floor exceeds 75% of the total height of isolated sump. Cleaning Cleaning of a CDS systems should be done during dry weather conditions when no flow is entering the system. The use of a vacuum truck is generally the most effective and convenient method of removing pollutants from the system. Simply remove the manhole covers and insert the vacuum hose into the sump. The system should be completely drained down and the sump fully evacuated of sediment. The area outside the screen should also be cleaned out if pollutant build-up exists in this area. In installations where the risk of petroleum spills is small, liquid contaminants may not accumulate as quickly as sediment. However, the system should be cleaned out immediately in the event of an oil or gasoline spill. Motor oil and other hydrocarbons that accumulate on a more routine basis should be removed when an appreciable layer has been captured. To remove these pollutants, it may be preferable to use absorbent pads since they are usually less expensive to dispose than the oil/water emulsion that may be created by vacuuming the oily layer. Trash and debris can be netted out to separate it from the other pollutants. The screen should be cleaned to ensure it is free of trash and debris. Manhole covers should be securely seated following cleaning activities to prevent leakage of runoff into the system from above and also to ensure that proper safety precautions have been followed. Confined space entry procedures need to be followed if physical access is required. Disposal of all material removed from the CDS system should be done in accordance with local regulations. In many jurisdictions, disposal of the sediments may be handled in the same manner as the disposal of sediments removed from catch basins or deep sump manholes. Check your local regulations for specific requirements on disposal. 6 Note: To avoid underestimating the volume of sediment in the chamber, carefully lower the measuring device to the top of the sediment pile. Finer silty particles at the top of the pile may be more difficult to feel with a measuring stick. These finer particles typically offer less resistance to the end of the rod than larger particles toward the bottom of the pile. CDS Model Diameter Distance from Water Surface to Top of Sediment Pile Sediment Storage Capacity ft m ft m y3 m3 CDS1515 3 0.9 3.0 0.9 0.5 0.4 CDS2015 4 1.2 3.0 0.9 0.9 0.7 CDS2015 5 1.5 3.0 0.9 1.3 1.0 CDS2020 5 1.5 3.5 1.1 1.3 1.0 CDS2025 5 1.5 4.0 1.2 1.3 1.0 CDS3020 6 1.8 4.0 1.2 2.1 1.6 CDS3025 6 1.8 4.0 1.2 2.1 1.6 CDS3030 6 1.8 4.6 1.4 2.1 1.6 CDS3035 6 1.8 5.0 1.5 2.1 1.6 CDS4030 8 2.4 4.6 1.4 5.6 4.3 CDS4040 8 2.4 5.7 1.7 5.6 4.3 CDS4045 8 2.4 6.2 1.9 5.6 4.3 CDS5640 10 3.0 6.3 1.9 8.7 6.7 CDS5653 10 3.0 7.7 2.3 8.7 6.7 CDS5668 10 3.0 9.3 2.8 8.7 6.7 CDS5678 10 3.0 10.3 3.1 8.7 6.7 Table 1: CDS Maintenance Indicators and Sediment Storage Capacities 7 CDS Inspection & Maintenance Log CDS Model: Location: Water Floatable Describe Maintenance Date depth to Layer Maintenance Personnel Comments sediment1 Thickness2 Performed —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— —————————————————————————————————————————————————————————— 1. The water depth to sediment is determined by taking two measurements with a stadia rod: one measurement from the manhole opening to the top of the sediment pile and the other from the manhole opening to the water surface. If the difference between these measurements is less than the values listed in table 1 the system should be cleaned out. Note: to avoid underestimating the volume of sediment in the chamber, the measuring device must be carefully lowered to the top of the sediment pile. 2. For optimum performance, the system should be cleaned out when the floating hydrocarbon layer accumulates to an appreciable thickness. In the event of an oil spill, the system should be cleaned immediately. SUPPORT • Drawings and specifications are available at www.ContechES.com. • Site-specific design support is available from our engineers. ©2017 Contech Engineered Solutions LLC, a QUIKRETE Company Contech Engineered Solutions provides site solutions for the civil engineering industry. Contech’s portfolio includes bridges, drainage, sanitary sewer, earth stabilization and stormwater treatment products. For information on other Contech division offerings, visit www.ContechES.com or call 800.338.1122 NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY. APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. ALL IMPLIED WARRANTIES OF MERCHANTABILITY AND ALL IMPLIED WARRANTIES OF FITNESS FOR ANY PARTICULAR PURPOSE ARE DISCLAIMED BY CONTECH. SEE CONTECH’S CONDITIONS OF SALE (AVAILABLE AT WWW.CONTECHES.COM/COS) FOR MORE INFORMATION. The product(s) described may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,759,415; 5,788,848; 5,985,157; 6,027,639; 6,350,374; 6,406,218; 6,641,720; 6,511,595; 6,649,048; 6,991,114; 6,998,038; 7,186,058; 7,296,692; 7,297,266; related foreign patents or other patents pending. 800-338-1122 www.ContechES.com cds_manual 3/17 PDF ENGINEERED SOLUTIONS ATTACHMENT E HYDROLOGIC ANALYSIS – SELECTED PAGES FROM FUSS & O’NEILL REPORT Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 D ECHN 39,820 sf EXTENSI O N O F HEMLO C K A V E N U E Recreation below ±15,000 SF L.A.Fitness 45,000 sf Expansion 15,000 sf W A T E R / E C O A R E A DD1 LEVEL PKG-DECK EXIST./APPROVED 90,250 SF 284,750 SF 229.9 AC. 13.1 AC. 243 AC. Wright Property The Shops - Phase III (88,095 SF u/c) The Shops at Evergreen Walk - BUILDINGS, RETAIL - THE 'BUCKLAND ROAD - THE 'RURAL RESIDENTIAL ZONE' GATEWAY DEVELOPMENT ZONE' LAND AREA WITHIN OVERALL PROPERTY LAND USE TABLE PROPOSED 50,000 SF Site '3' - Lifestyle Retail 95,000 SF TOTAL 350,000 SF375,000 SF 725,000 SF EXISTING 39,820 SF 3,870 SF Office - South I & II ECHN Medical Center The Shops at Evergreen Walk - BUILDINGS, OFFICE PROPOSED 58,800 SF Office - West, A, B, C, D, E, F, G 447,510 SF TOTAL 506,310 SF43,690 SF 550,000 SF EXISTING 30,000 SF 45,000 SF L.A.Fitness Expansion & Site 3 L.A.Fitness at Evergreen Walk - BUILDINGS, RECREATION PROPOSED TOTAL 30,000 SF45,000 SF 75,000 SF EXISTING Hotel - North & South - BUILDINGS, HOTEL PROPOSED TOTAL 250 Rooms 250 Rooms 250 Rooms EXISTING Town Square at Evergreen Walk - BUILDINGS, RESIDENTIAL PROPOSED TOTAL 200 Units 200 Units 200 Units Site '6' - Town Square 205,000 SF ALTEX. CARTPATHLOOPBO A R D W A L K BOARD WALKWET MEADOWEVERGREENWALKWALKING / JOGGING TRAIL WALKING / JOGGING TRAIL 1 LEVEL PKG-DECK 1 LEVEL PKG-DECK1 LEVEL PKG-DECK ± 6,000 SF ± 5,000 SF ±2 0 , 0 0 0 s f R E T A I L / 35 R E S . U N I T S A B O V E±20,000sf RETAIL/35 RES. UNITS ABOVE±21,000sf RETAIL 20 RES. UNITS ABOVE 100' DEPTH RETAIL, 1 ST. ±56,000 SF RESIDENTIAL. 25 UNITS ± 6,000 SF ±22,0 0 0 s f R E T A I L 15 RES . U N I T S A B O V E 100' D E P T H ±12,0 0 0 s f R E T A I L 15 RES . U N I T S A B O V E 70' D E P T H ±12,000sf RETAIL 20 RES. UNITS ABOVE 70' DEPTH ±2 0 , 0 0 0 s f R E T A I L / 35 R E S . U N I T S A B O V E ± 5,000 SF Retail ±5,000 SF Retail ±10,000 SF Retail ±12,000 SF Retail ±9,000 SF Retail ±19,000 SF Retail ±12,000 SF Retail ±8,000 SF Retail ±13,000 SF Retail ±7,000 SF OFFICE-WEST ±18,200 sf OFFICE-SOUTH II 29,400 SF OFFICE-SOUTH I 29,400 SF OFFICE - A 50,000 SF/ 3 ST. OFFICE - B 40,000 SF/ 3 ST. OFFICE - C 32,500 SF/ 2 ST. OFFICE - D 100,000 sf / 4 st. OFFICE - E 40,000/ 4ST. HOTEL 125 ROOM / 4ST. OFFICE-F 91,810 sf 4 story OFFICE-G 75,000 sf 3 story HOTEL 125 ROOM / 4ST. Retail 6,000 SF Retail 5,000 SF Retail 15,000 SF Retail 24,000 SF EXTENSI O N O F CEDAR A V E N U E LMAN:CTB:MS VIEW:UCS:PROJ. No.: DATE: DATUM: SCALE: HORZ.: VERT.: HORZ.: VERT.:File Path: J:\DWG\P2000\481\A30 - Gen Consult\STC Drainage\Prop Dra.dwg, Layout: PROP DRA Mon, Jul 30, 2007 - 10:10 AM User: HBuschEVERGREEN WALK, LLC PROPOSED WATERSHED AREAS EVERGREEN WALK MASTER DEVELOPMENT PLAN SOUTH WINDSOR CONNECTICUT 2000 481 A30 6/8/2007 DRA-1 1" = 400'WORLD ATTACHMENT F STORM DRAINAGE COMPUTATIONS Drainage Memorandum Proposed Restaurant Cedar Avenue and Buckland Road South Windsor, Connecticut July 12, 2023 Revised August 7, 2023 Revised September 18, 2023 SLR International Corporation, Inc. Rational Method Individual Basin Calculations Project:Proposed Restaurants By: LCD Date:9/15/23 Location:South Windsor, Connecticut Checked:Date: Basin Name Impervious Area C=0.9 (sf) Grassed Area C=0.3 (sf) Wooded Area C=0.2 (sf) Total Area (sf) Total Area (ac) Weighted C Tc (min) CCB 1 7164 511 0 7675 0.18 0.86 5.0 CCB 5 6492 1182 0 7674 0.18 0.81 5.0 CCB 6 6284 590 0 6874 0.16 0.85 5.0 CCB 8 14003 3325 0 17328 0.40 0.78 5.0 CCB 10 8662 1783 0 10446 0.24 0.80 5.0 CCB 11 2620 12 0 2632 0.06 0.90 5.0 CLCB 12 4990 131 0 5120 0.12 0.88 5.0 CCB 15 12186 3069 0 15255 0.35 0.78 5.0 CCB 17 4414 521 0 4935 0.11 0.84 5.0 CCB 18 7092 1931 0 9023 0.21 0.77 5.0 CCB 19 5027 3027 0 8054 0.18 0.67 5.0 CLCB 20 3559 446 0 4005 0.09 0.83 5.0 CLCB 21 5905 423 0 6328 0.15 0.86 5.0 CCB 22 7950 9147 0 17096 0.39 0.58 5.0 AD 23 115 1992 0 2107 0.05 0.33 5.0 AD 24 346 4907 0 5253 0.12 0.34 5.0 EX SYSTEM 22685 11633 0 34318 0.79 0.70 5.0 Rational Method Roof Drain System Calculations Project:Proposed Restaurants By:LCD Date:9/15/23 Location:South Windsor, CT Checked:Date: Total Roof Runoff to Proposed Storm Drainage System (In Hydraflow Model) BLDG TO AD 23 BLDG TO CCB 11 BLDG TO CCB 19 Existing System C 0.90 0.90 0.90 0.65 I 7.44 7.44 7.44 7.44 A 0.12 0.05 0.08 0.79 Q 0.78 0.36 0.52 3.82 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterBit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)8" Ductile Iron WaterTEV EV 133.174134.681136.013154.5154.5MPEEEEEEEEEEEEEEEEEMPFF= 137.6137.5135.2138.6140.8140.5140.4140.9141.0140.5140.6139.6TC 140.4BC 139.9TC 139.0BC 138.5TW 146.5BW 143.0FF= 141.0136138136136141140140139140141142139140141142143144145141139138137136137138139139138137138139140141142141143136135134133135134137137144.1144.4142.7142.3141.7142.6143.1143.5144.0143.6143.0140.8141.1140.3144.5142.25140.6141.4140.3140.5136.5142.6144.3141.4143.5143.8143.2143.3TC 145.0BC 144.5143.5FF= 145.5144144142142144144144142145.4145.3145.3144.9144.9TC 145.3BC 144.8TC 145.2BC 144.7TC 145.1BC 144.6TC 145.0BC 144.5144140144.3144.5144.2142.1140.4145.0146.0146.5146147148149150145145144151152153143.5143.5141.5143142141140139138141141HY D MPMPMPWVWVWVWVcowvHYDMPwvwvMPwvMPwvwvBANKCURRENTLYUNDERCONSTRUCTIONTTEV EV ???MPDIGITALPICKUPAHEADE VEVEVEV TTEV EV ???MPDIGITALPICKUPAHEADE VEVEVEVSHEET NAMEDATECBPROJECT NO.DESIGNEDMCBSCALEDRAWNMCBCHECKEDTDJULY 12, 20231"=30'DRAINAGE AREA MAP - STORM DRAINAGE SYSTEMSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND AVENUESHEET NO.1 OF 1DESCRIPTIONBYDATEP&Z SUBMISSIONMCB08/07/20230'15'30'01/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001TOWN COMMENTSLCD09/15/2023 MPGVH YD WGET2,325SFCHIPOTLERETAIL1,000SF2,400SFSTARBUCKS5,000SFRESTAURANT2,000SFEXISTINGBANKDIGITALPICKUPAHEADEVEVEVEVTEVEVSSalknter,LLCCostco"(Typ.)UnitLineCEDARAVENUEB U C K L A N D R O A D COTTONWOODLANEExistingBuilding 6"6"6"6"6"4"Gas85.91'N44°30'50"E I.PINBit.ParkingRetainingWallS3S.5S3S.5S3.5S5W.5 S5W.5S5W.5S5W.5S5W.5S4S.5 S5W.5 S4S.5S4.5S4.5S2S.5 S5W.5S4.5S5W.5S3.5S4.5S2S-3S.5S3SD.5 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: DATE:DRAWN BY:SHEET:SL-1A1"=30’-0"LEDSomedifferencesbetweenmeasuredvaluesandcalculatedresultsmayoccurduetoNOTETOREVIEWER:TotalLightLossFactor(LLF)appliedattimeofdesignisdeterminedbyapplyingtheLampLumenDepreciation(LLD)fromcurrentlampmanufacturer'scatalog,aLuminaireDirtDepreciationFactor(LDD)basedonIESrecommendedvaluesandaBallastFactor(BF)fromcurrentballastspecificationsheets.ApplicationofanincorrectLightLossFactor(LLF)willresultinforecastsofperformancethatwillnotaccuratelydepictactualresults.inputdata,differenceswilloccurbetweenmeasuredvaluesandcalculatedvalues.thelightingcalculations.Iftherealenvironmentconditionsdonotmatchthedimensions,reflectances,furnitureandarchitecturalelementssignificantlyaffectvariations.Inputdatausedtogeneratetheattachedcalculationssuchasroommeasurementtechniquesandfieldconditionssuchasvoltageandtemperaturetolerancesincalculationmethods,testingprocedures,componentperformance,*LLFDeterminedUsingCurrentPublishedLampDataForpropercomparisonofphotometriclayouts,itisessentialthatyouinsistalldesignersusecorrectLightLossFactors.GENERALDISCLAIMER:CalculationshavebeenperformedaccordingtoIESstandardsandgoodpracticeDRAWING TITLE:PROJECT TITLE:9/20/23FILE NAME: 2023-09-20 SL-1A EVERGREEN WALK UNIT 5 - SOUTH WINDSOR, CT-LED.dwgEVERGREEN WALKUNIT 5SOUTH WINDSOR, CTSITE LIGHTINGPHOTOMETRIC CALCULATION20-30 BEAVER ROAD, WETHERSFIELD, CT 06109TELEPHONE 860.632.8766 / WWW.APEXLTG.COM DDEV EV COTTONWOOD LANEUNIT3CEDAR AVENUE500' OFFSETUNIT3UNIT 12UNIT 2UNIT 10UNIT 12UNIT 2UNIT 10GTAOAOAOGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA2AAAAAAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAAAAAAAATITITITITITITITITIAOTITITITITITITITITITITIUNIT5BUCKLAND ROADTTEV EV MPDIGITALPICKUPAHEAD EVEVEVEV KEY MAP/PROJECT SITE VICINITY MAP:PREPARED BY:CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUT21167.00001JULY 12, 2023REVISED: AUGUST 7, 2023REVISED: SEPTEMBER 18, 2023REVISED: OCTOBER 3, 2023OWNER/APPLICANT:O'EVERGREEN, LLC800 KELLY WAYHOLYOKE, MA 01040LIST OF DRAWINGS01TITLE TITLE SHEET02EX EXISTING CONDITIONS03LASITE PLAN - LAYOUT & LANDSCAPING04GUSITE PLAN - GRADING & UTILITIES05XC PLAN AND SECTION - DRIVETHRU AT STARBUCKS06PH PHASING PLAN07SE SEDIMENT AND EROSION CONTROL PLAN08SE-2 SEDIMENT AND EROSION CONTROL DETAILS09SD-1 SITE DETAILS10SD-2 SITE DETAILS11 SD-3 SITE DETAILS12 SD-4 SITE DETAILS13SD-5 SITE DETAILS0'100' 200'01/2" 1"0'500' 1000'0 1/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMPROPOSED RESTAURANTSGENERAL NOTES1. REFERENCES ARE MADE TO THE FOLLOWING MAPS:A. BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON AN A-2 / T-2 SURVEY PREPARED BY SLRINTERNATIONAL CORPORATION, ENTITLED "TOPOGRAPHIC SURVEY". DATED: OCTOBER 19, 2021 AT ASCALE OF 1"=40'.B. "SITE PLAN OF DEVELOPMENT FOR PEOPLESBANK, CEDAR AVE AND BUCKLAND RD, SOUTH WINDSOR,CONNECTICUT", DATED: JANUARY 18, 2022, SCALE: 1"=30', PREPARED BY: SLR INTERNATIONALCORPORATION.2. HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NAVD 1988.3. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLEINFORMATION, MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THELOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL"CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR RESOLUTION.4. SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATAWHICH HAVE BEEN SUPPLIED BY OTHERS.5. ALL UTILITY SERVICES ARE TO BE UNDERGROUND. EXCEPT WHERE OVERHEAD PIPE BRIDGES CONNECTBETWEEN BUILDINGS. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GASARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.6. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.7. SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THESEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENTCOVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALLCONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, AND INALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.8. ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH GRASS OR SODDED,AS SHOWN ON THE PLANS.9. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSORREQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM818 AND ADDENDUMS11. THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, ANDSTATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, ANDLOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTIONOF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORKWHICH DOES N0T CONFORM TO LOCAL CODE.12. ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINERAND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON-WORK HOURS.13. THE BUILDING IS TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER.14. COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THEPERMITTEE.15. THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE SILTATION CONTROL UNTILALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.16. PLANS PREPARED FOR REGULATORY APPROVAL ONLY.MESSIAH EVANGELICAL LUTHERANCHURCH300 BUCKLAND ROADSOUTH WINDSOR CT 06074WOLF & GUERRA LLC (252 BUCKLAND ROAD)989 ELLINGTON RDSOUTH WINDSOR CT 06074&BUCKLAND GATEWAY LLC (274 BUCKLAND ROAD)6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032BUCKLAND GATEWAY LLC6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032ROUNSEVILLE MARRION & ROYTRUSTEES206 BUCKLAND ROADSOUTH WINDSOR CT 06074BUCKLAND EAST LLC6 EXECUTIVE DRIVEFARMINGTON CT 06032KRISHRELTIC LLC213 WEST STREETBOLTON CT 06043EXISTING BANKPROPOSED RESTAURANTLOCATION MAPSCALE: 1"=1000'70.56870DHYHYD1009870.5GVWVGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDPROPOSED RESTAURANTPROPOSED RESTAURANTZONING DATA TABLEZONEGDSITE USERESTAURANT - FAST CASUAL, RETAIL, BANK (PREVIOUSLY APPROVED)REQUIREDEXISTING -BANKPROPOSEDMIN LOT AREA3 acres5.779 ACRESNO CHANGEMIN FRONTAGE200'520'NO CHANGEMIN LOT DEPTH200'440'NO CHANGEMIN FRONT SETBACK 65'98.2'NO CHANGEMIN SIDE SETBACK 125'31.7'NO CHANGEMIN REAR SETBACK 110'>10'NO CHANGEMAX IMPERVIOUSCOVERAGE 260%15.6%54%MAX BUILDING HEIGHT 360 FEET/4 STORIES FOR ANY BUILDING THAT IS AT LEAST 125FEET FROM A PUBLIC STREET RIGHT-OF-WAY30 FEET/2 STORIES FOR ANY BUILDING LOCATED WITHIN 125FEETOF THE PUBLIC STREET RIGHT-OF-WAY±20'±20.7'PARKING GENERATION FINANCIAL: 1 SPACE PER 250 SQ. FT. OF GFA PLUS 1 PEREMPLOYEE (1/250*2,000 + 4 = 12)RESTAURANT: 1 SPACE PER 50 SQ. FT. OF GFA(1/50*(2,325+5,000+2400) = 195)RETAIL: 1 SPACE 200 SQ.FT. OF GFA(1/200*1000 = 5)TOTAL REQUIRED = 212 * 0.95 = 19115191EVSE PARKING SPACES 4-NONE REQUIRED FOR 1-15 SPACES-FOR >16 SPACES, PROVIDE 3% OF PARKING TOTAL (ROUNDEDUP) FOR APPLICATIONS BETWEEN 2012-2023 = 0.03*1915 = 6SPACES26LANDSCAPINGSEE NOTE 3NOTES:1. SIDE OR REAR YARDS MAY BE IGNORED ALONG COMMON BOUNDARIES OF CONSOLIDATED LOTS. (ZONING REGULATION4.2.7.D)2. REFLECTS FULL BUILD-OUT CONDITIONS APPROVED MARCH 15, 20223.SEE LAYOUT AND LANDSCAPING PLAN - SHEET LA FOR LANDSCAPING COMPLIANCE4. DISTANCE MEASURED FROM THE AVERAGE FINISHED GRADE WITHIN 10 FEET OF THE WALLS TO THE MEAN LEVEL BETWEEN THEEAVES AND RIDGE FOR GABLE, HIP OR GAMBREL ROOFS.5. A MODIFICATION/REDUCTION OF 10% OF THE REQUIRED PARKING MEETING SECTION 6.4.9 OF THE TOWN OF SOUTHWINDSOR ZONING REGULATIONS REQUESTED, PLEASE SEE TRAFFIC IMPACT AND PARKING STUDY FOR MOREINFORMATION. C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)134136138140142144146148150152150148146144142140138136140138142144146148150152152154154wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron Water141143139137139141143145147133147151147151149137135TEV EV 133.174134.681136.013MPEEEEEEEEEEEEEEEEEAPPROVED BANK AND ROAD LAYOUTCURRENTLY IN CONSTRUCTIONSHOWN FOR INFORMATIONEXISTING BANK2,000 S.F.SHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'EXISTING CONDITIONSSHEET NO.DESCRIPTIONBYDATE0'15' 30'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.0000102 OF 13SOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023 TEV EV TTEV EV MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEVC E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscConc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser52776"6"6"6"6"GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)SAN. MHT.F.=137.52Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)Area of Dense Vegetation-Contours Depicted per GISUnit 2Unit 10"LA Fitness"20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"Easement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)Easement In Favor of theYankee Gas Services Company(See Survey Notes 4.G & 16)Bit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4EasementIn Favor of theYankee GasServices Company(See Survey Note4.C)Limit of Ordinary HighWater (See SurveyNote 18)Bit. Parking40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PINI.PINI.PINArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-112GTAO5HVAOAOGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA26IW1IV1IV8IW4VL3VBAAAAAAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAAAAAAAATITITITITITITITITI5IS5AM3IS3VLAOTITITITITITITITITITITI27IS41PN5PN41PN3PM5RD2ED4SS6SE5SE6RD3ED5SS4PM4HV3VL13AM3HV4VB3HV3VB100' UPLAND REVIEW AREA9'9'9'18'24'12'12'85'158'135'42'14'X20' DUMPSTERMOBILEPICKUPSPACEACCESSIBLEPARKINGSPACES36" X 36" CLEARANCE FORCONTROL BOXDRIVE THRU CONCRETE5-PANEL MENU BOARD &ORDER POINT WITH CANOPYPRE-MENU BOARD& BOLLARDPROTECTIVE BOLLARDSIGN - DTCLEARANCE BAR& BOLLARDTRANSFORMERSITE LIGHTMOBILE PICKUPONLY LANE12'W X 44'LCONCRETEDRIVE AISLEPATIO RAILING WITHILLUMINATION14'X20' DUMPSTERENCLOSUREPLAZA LIGHTCONCRETEPATIOBYPASS LANECONCRETECURB (TYP.)PAINTEDCROSSWALK(TYP.)CLEARANCE BARDROP RAMPSITE LIGHT (TYP.)LOOP DETECTOR CONDUITNUMBEREDPULL-IN SPACE(TYP. OF 3)RELOCATE EXISTINGLIGHT POLE10'12'8'8'10'9'18'12'18'24'3561313731511628123698'32'84'15PROTECTIVE BOLLARD24'BYPASS LANE6810'X20' DUMPSTERENCLOSUREEXISTING STOPBAR AND SIGN TOBE MAINTAINEDEXISTING STOPBAR AND SIGN TOBE MAINTAINED1051224'24'24'24'24'STOP SIGN AND STOP BARTO BE COORDINATED WITHOTHERSEV CHARGINGSPACE (TYP. OF 4PROPOSED)SIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONRIGHT TURNONLY SIGN (TYP.)118DO NOT ENTER(TYP. OF 2)ONE-WAYSIGN (TYP)TREESQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAA24 Acer rubrum 'Armstrong'Armstrong Red Maple3.0" Cal. B&B 6` MIN. BRANCHING HT.AO16 Acer rubrum 'October Glory'October Glory Red Maple3.0" Cal. B&B 6` MIN. BRANCHING HT.AA21 Amelanchier arboreaDowny Serviceberry6`/7` HT. B&B MULTI-STEMGT8 Gleditsia triacanthos f. inermisThornless Honey Locust3.0" Cal. B&B 6` MIN. BRANCHING HT.TI25 Thuja x 'Green Giant'Green Giant Arborvitae8`/10` HT. B&B FULL & DENSESHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSAM18 Aronia melanocarpaBlack ChokeberryCont. #3 FULL & DENSEHV15 Hamamelis virginianaCommon Witch HazelCont. #5 FULL & DENSEIS35 Ilex glabra 'Shamrock'Shamrock Inkberry HollyCont. #5 FULL & DENSEIV2 Ilex verticillata 'Jim Dandy'Jim Dandy WinterberryCont. #3 FULL & DENSEIW14 Ilex verticillata 'Winter Red'Winter Red WinterberryCont. #3 FULL & DENSEVL10 Viburnum lentagoNannyberryCont. #5 FULL & DENSEVB10 Viburnum prunifoliumBlackhaw ViburnumCont. #5 FULL & DENSEGRASSESQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSPN87 Panicum virgatum 'Northwind'Northwind Switch GrassCont. #3SS9 Schizachyrium scoparium 'The Blues' The Blues Little BluestemCont. #1PERENNIALSQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSED5 Echinacea purpurea 'Doubledecker' Doubledecker Purple Coneflower Cont. #1PM7 Pycnanthemum muticumBlunt MountainmintCont. #1RD11 Rudbeckia hirta 'Denver Daisy'Denver Daisy Black-eyed Susan Cont. #1SE11 Stachys monieriBetonyCont. #1PLANT SCHEDULESHEET NAMEDATELA-1PROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - LAYOUT & LANDSCAPINGSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.03 OF 13DESCRIPTIONBYDATE0'15' 30'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PLANTING NOTES1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2. SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISENOTED. THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTHOF SCREENED TOPSOIL, AS SPECIFIED, FOR ALL LAWN AREAS.AS NOTED ON THE DETAILS, SUBGRADE BENEATH PROPOSEDLAWN AREAS SHALL BE LOOSENED OR SCARIFIED TO A MINIMUMDEPTH OF 24 INCHES.3. ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OFTOPSOIL.4. THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OFSHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. MULCHED PLANT BEDS SHALL EXTEND 12" FURTHERTHAN THE ADJACENT PLANTINGS. NO DYED MULCH.5. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6. PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY ATTIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARESUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT.7. ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR APERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENTOF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BYTHE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OFTHE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANTLIST.8. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING ANDSHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT AT THE END OF THE WARRANTY PERIOD.MAINTENANCE SHALL INCLUDE WATERING, MULCHING,TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK ORDEAD PLANTS, RESETTING PLANTS TO PROPER GRADE ORUPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, ANDALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9. WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTSPROVIDED SHALL BE OF THE LARGER SIZE.10. CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWINGSEASON.11. TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOTZONES DURING CONSTRUCTION AS SHOWN ON PLANS.LAYOUT NOTES1. CONCRETE SIDEWALKS, SHALL INCORPORATE ISOLATION JOINTS AND SCORE JOINTS PER THESPECIFICATIONS AND DETAILS, TYPICALLY NO MORE THAN 144 SQUARE FEET SHALL CONSTITUTE ACONTIGUOUS SLAB. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR INTERFACE AGAINST THEBUILDING.2. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.3. FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDING, REFER TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.4. ALL PROPOSED CURBING SHALL BE PRECAST CONCRETE CURB UNLESS OTHERWISE NOTED.5. IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTINGROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCH THE LINE AND GRADE OF THEEXISTING SITE AMENITY.6. SITE LIGHTS DEPICTED WITH IN LAWN/LANDSCAPE AREAS SHALL MAINTAIN A 4"-6" FOUNDATIONREVEAL MAXIMUM, SITE LIGHTS DEPICTED IN PARKING LOTS SHALL HAVE A 3' EXPOSED HEIGHTCONCRETE FOUNDATION. SEE SITE ELECTRICAL PLAN FOR MORE INFORMATION.7. WHERE WALK AND PAVED DRIVE ARE SPECIFIED TO BE FLUSH, A FLUSH (FULL DEPTH) CONCRETE CURB SHALL ALSO BE INSTALLED.SEED MIXNEW ENGLAND WILDLIFE/CONSERVATION(OR APPROVED EQUAL)PLANTSGRAY DOGWOOD - SWIDA RACEMOSARED OSIER DOGWOOD - SWIDA SERICEA1. OWNER TO RETAIN QUALIFIED ECOLOGIST/BOTANIST TO FIELD IDENTIFYINVASIVE NON NATIVE VEGETATION WITHIN MANAGEMENT AREA. THEINVASIVE NON NATIVE VEGETATION SHALL BE MARKED IN THE FIELD WITHCOLORED FLAGGING FOR MANAGEMENT/REMOVAL.2. CONTRACTOR TO REMOVE MARKED VEGETATION USING MECHANICALMETHODS. ALL NON NATIVE VEGETATIVE MATTER/MATERIAL SHALL BEREMOVED FROM SITE AND DISPOSED OF AT AN APPROPRIATE APPROVEDFACILITY. NO BURYING OR COMPOSTING OF INVASIVE VEGETATIVE MATTERIS PERMITTED ON SITE. INSTALLATION OF GEOTEXTILE SILT FENCE ALONGTHE PERIMETER OF THE MANAGEMENT AREA WILL BE REQUIRED IF THEINVASIVE SPECIES REMOVAL AREA HAS ANY EXPOSED SOIL FOLLOWINGVEGETATION REMOVAL.3. RESTORATION PLANTINGS TO BE INSTALLED AT THE DIRECTION OF THEQUALIFIED ECOLOGIST/BOTANIST AND ONLY AFTER AREA HAS BEENPROPERLY CLEARED OF INVASIVE NON NATIVE VEGETATION.INVASIVE SPECIES MANAGEMENT NOTES AND PLANTINGSLANDSCAPING TABLE -RESTAURANTREQUIREDPROPOSEDINTERIOR LANDSCAPING(SECTION 6.4.6A)10% OF OVERALL PARKING SF(66,885 SF X 10%= 6,688.5 SQ FT)10,425 SFINTERIOR REQUIRED TREES(SECTION 6.4.6A)1 TREE PER 10 SPACES(191 SPACES/10= 19.2 TREES)38 INTERIORTREESP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 133.174134.681136.013140150150145145145140135150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE100' UPLAND REVIEW AREAHY D MPMPMPWVWVWVWVcowvHYDMPwvwvMPwvMPwvwvTTEV EV ???154.5154.5MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEVCLCB 12T.F.=143.0INV.=139.7(SW)INV.=139.7(E)CCB 8T.F.=139.9INV.=136.6(NW)INV.=136.6(SE)INV.=136.6(NE)CCB 15T.F.=144.2INV.=141.2(SW)CCB 18T.F.=140.4INV.=136.8(W)CCB 17T.F.=139.2INV.=134.9(E)INV.=134.9(S)INV.=134.9(N)MH 7T.F.=139.0INV.=133.5(NE)INV.=133.5(NW)INV.=133.5(SE)CCB 19T.F.=138.8INV.=135.5(S)CCB 10T.F.=138.0INV.=133.9(NW)INV.=133.9(SW)CCB 11T.F.=137.5INV.=134.2(SE)MH 4T.F.=136.5INV.=132.5(NW)INV.=132.5(SE)INV.=132.5(E)CCB 6T.F.=136.5INV.=133.2(SW)CCB 5T.F.=135.5INV.=132.9(NE)INV.=132.9(SE)114'-12" HDPES=1.67%31'-12" HDPES=2.90%112'-12" HDPES=0.54%41'-12" HDPES=0.73%52'-18" HDPES=0.77%104'-18" HDPES=0.96%56'-12" HDPES=1.79%53'-18" HDPES=5.85%MH 1T.F.=136.0INV.=132.3(NE)INV.=132.3(SW)INV.=132.3(N)RAISE STRUCTUREEX CCB 1T.F.=136.2INV.=132.4(SW)INV.=132.4(NE)INV.=132.4(W)HDS 1T.F.=136.0INV.=132.4(E)INV.=132.4(S)MPFF= 137.6FF= 141.0136138136136141140140139140141142139140141142143144145141139138137136137138139139138137138139140141136135134133135134137137FF= 144.9144144142142144142140146145145144143142141140139138141141142143143142143142143144141137.5135.2138.6140.8140.5140.4140.9141.0140.5140.6139.6TC 139.0BC 138.5142.7142.3141.7142.6143.1143.5143.0140.8141.1140.3144.5142.25140.6142.2140.8140.5136.5142.6141.4143.2143.3143.5145.3144.2142.1140.4145.0146.0146.5143.5143.5141.5141.40153.0145.7146.0144.9143.3144.8143.5144.5144.8145.1144.8144.6145.1144.9144.7144.5144.2143.6152151150149148147146151152153143144145145137137.1137.3137.6137.513662'-12" HDPES=0.65%45'-12" HDPES=0.67%SAN MH 2T.F.=145.2INV.=138.4(S)INV.=138.3(W)INV.=138.4(SE)123'-12" HDPES=2.52%TW 141.0BW 140.0TW 142.0BW 139.0TW 142.0BW 141.7TW 143.0BW 142.2TW 145.5BW 142.6TW 145.5BW 142.8RAIN GARDEN CONCRETEOVERFLOW STRUCTUREAD 24T.F.=144.5INV.=140.2(NW)27'-12" HDPES=1.48%135'-12" HDPES=0.52%CLCB 20T.F.=141.7INV.=138.2(NW)INV.=138.2(SE)82'-15" HDPES=1.95%CLCB 23T.F.=144.7INV.=139.8(SE)INV.=139.8(S)CCB 22T.F.=143.9INV.=138.9(NW)INV.=138.9(N)168'-15" HDPES=0.54%SIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONAPPROVED BANK ANDROAD LAYOUT CURRENTLYIN CONSTRUCTIONLIMIT OF DEVELOPMENTWATER METER PIT (TYP.)CONNECT TO EXISTING 8" DIP WATER MAINCOORDINATE WITH CT WATER COMPANYADJUST EXISTINGCCB TOP TOFOLLOW CURBLINECONNECT TO EXISTINGSANITARY STUBINV.=±130.91 12" COPPER TYPE-K DOMESTICWATER SERVICE6" DIP CL-52FIRE PROTECTIONFIRE HYDRANTASSEMBLY8" STORMCONNECTIONINV.=134.36" SANITARYCONNECTIONINV.=133.2CONNECT TO 24"PERFORATED PIPEEXISTING 50' CONCRETE LEVEL SPREADERTO BE CLEANED BEFORE AND AFTERCONSTRUCTION, SHALL BE PROTECTEDTHROUGHOUT CONSTRUCTIONUPLAND REVIEW ACTIVITY±30,350 S.F.CLEARING/GRUBBING,STORMWATER/UTILITYINSTALLATION, BUILDINGS,PARKING LOT, AND MOBILEPICKUP/DRIVETHRU6" SANITARYCONNECTIONINV.=136.0CONNECT TO EXISTINGSANITARY STUBINV.=±128.28" STORMCONNECTIONINV.=140.58" STORMCONNECTIONINV.=135.71,500 GALLONGREASE TRAP-OLD CASTLE ORAPPROVED EQUAL8" SANITARYCONNECTIONINV.=139.9CONNECT TO EXISTINGSANITARY STUBINV.=±136.01,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVEDEQUAL40'-12" HDPES=0.75%CCB 13T.F.=143.9INV.=140.0(W)INV.=140.0(N)19'-12" HDPES=1.05%CLCB 14T.F.=143.9INV.=140.2(S)INV.=140.2(NE)18'-8" HDPE PipeS=5.56%RAIN GARDEN CONCRETEOVERFLOW STRUCTUREAD 25T.F.=136.5INV.=133.5(W)CONVERT EXISTINGSTRUCTURE TO CLCBSHEET NAMEDATEGUPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - GRADING & UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.04 OF 13DESCRIPTIONBYDATE0'15' 30'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.000011. ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3. IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:UTILITY NOTES:1. LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2. MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3. INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4. INSTALL CLEANOUT 5' FROM FACE OF BUILDING5. COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.SANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATERSYSTEMS ON THE PROPERTY. THE STORMWATER SYSTEM CONSISTS OF PIPING AND CATCHBASINS.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATERMAINTENANCE PROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLEFOR IMPLEMENTATION OF THIS PROGRAM.A. CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 2-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OFCOLLECTING COARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PERYEAR, TYPICALLY WHEN THE SITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THEFALL AFTER ALL THE LEAVES HAVE FALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPEINVERT OR NOT LESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLYTHE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN ANAPPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B. PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR INTHE SPRING AFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15.FRONT-END LOADERS, BACKHOES, OR VACUUM TRUCKS CAN BE USED TO REMOVE THEACCUMULATED SEDIMENT FOLLOWED BY MANUAL REMOVAL OF SEDIMENT DEPOSITED AROUNDTHE OUTLET CONTROL DEVICE. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITELOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS. THE DISTURBED AREASHOULD BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS SEED AND MULCHED WITH HAYAFTER REMOVAL OPERATIONS ARE COMPLETED TO PREVENT THE OUTLET CONTROL DEVICE FROMCLOGGING.C. LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOILEROSION. USE IF FERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENTAPPLICATION PROCESSES.P&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023 B U C K L A N D R O A DConc. SidewalkConc. SidewalkINV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultGrassEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)S10" PVCB-5B-3B-4TEV EV 140150150145145145140135150MPEEEEEEEEEEEEEEEEEEEEE142141140139138137136135EEEEEEEEEEEHY D MPMPMPWVWVWVWVwvHYDMPwvwvTTEV EV 154.5154.5MPRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFMPFF= 141.01361411401401391401411421401411421431441451411391381371361371381391391381371381391401411371441441431421431441414+000+001+002+003+00140.8140.5140.4140.9141.0140.5140.6139.6144.5142.25140.6142.2140.8140.5136.5143.5144.2145.0146.0146.5141.5141.40145.7146.0151152153TW 142.0BW 141.7TW 143.0BW 142.2TW 145.5BW 142.6TW 145.5BW 142.81301401501601701801301401501601701800+00139.9141.41+00143.5145.62+00146.8148.53+00148.5152.14+00PROPOSED GRADEEXISTING GRADEPROPOSED RETAINING WALLTW = 145BW = 142.5EXISTING GRADEPEOPLES BANKFF = 147.1PROPOSED STARBUCKSFF = 141.0BUCKLAND ROADPROPERTY LINESHEET NAMEDATEXCPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=20'PLAN AND SECTION - DRIVETHRU AT STARBUCKSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.05 OF 13DESCRIPTIONBYDATE0'15' 30'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001TOWN COMMENTSLCD10/03/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterBit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)8" Ductile Iron WaterTEV EV 133.174134.681136.013140150150145145145140135150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE100' UPLAND REVIEW AREAHY D MPMPMPWVWVWVWVcowvHYDMPwvwvMPwvMPwvwvTTEV EV ???MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEVMPFF= 137.6FF= 141.0136138136136141140140139140141142139140141142143144145141139138137136137138139139138137138139140141136135134133135134137137FF= 144.9144144142142144142140146145145144143142141140139138141141142143143142143142143144141152151150149148147146151152153143144145145137136PHASE 1PHASE 2PHASE 3SHEET NAMEDATEPHPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'PHASING PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.06 OF 13DESCRIPTIONBYDATE0'15' 30'0 1/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PHASING PLAN LEGENDPHASE 1PHASE 2PHASE 3TOWN COMMENTSLCD10/03/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Bit.Bit.Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault BlockRetainingWall6"6"6"6"6"42" Maple28" Maple42" Maple30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.04" PVCINV.=149.6GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)140150150140140150wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 133.174134.681136.013154.5154.5MPEEEEEEEEEEEEEEEEEHY D MPMPMPWVWVWVWVcowvHYDMPwvwvMPwvMPwvwvSOIL STOCKPILES SHALL NOT BELOCATED WITHIN 65' BUILDINGSETBACK ALONG BUCKLAND ROADMPFF= 137.6FF= 141.0136138136136141140140139140141142139140141142143144145141139138137136137138139139138137138139140141136135134133135134137137FF= 144.9144144142142144142140146145145144143142141140139138141141142143143142143142143144141152151150149148147146151152153143144145145137136IPSTKSWSFCETTEV EV ???MPDIGITALPICKUPAHEADE VCHIPOTLE2,325 SFRETAIL1,000 SFSTARBUCKS 2,400 SFRESTAURANT5,000 SFEXISTINGBANK2,000 SFEVEVEV100' UPLAND REVIEW AREASHEET NAMEDATESE-1PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 20231"=30'SEDIMENT AND EROSION CONTROL PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.07 OF 13DESCRIPTIONBYDATE0'15' 30'0 1/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBEDWITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED ANDMAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL, CONNECTICUT - 2002", TOWN OF SOUTH WINDSOR, AND IN ALL CASES BESTMANAGEMENT PRACTICES SHALL PREVAIL.1. PURPOSE AND DESCRIPTION OF PROJECT1.1. CONSTRUCTION OF 3 PROPOSED RESTAURANTS.1.2. ESTIMATED AREA OF DISTURBANCE: ±3.2 ACRES2. IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS2.1. CUTS AND FILLS ASSOCIATED WITH PARKING AND BUILDING CONSTRUCTION.2.2. PROTECTION OF ON-SITE AND OFF-SITE STORM DRAINAGE.3. IDENTIFICATION OF OTHER POSSIBLE PERMITS3.1. THE PERMITS REQUIRED FOR THIS PROJECT ARE A LOCAL INLAND WETLANDS ANDWATERCOURSES PERMIT AND PLANNING AND ZONING PERMITS4. CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:4.1. DETAILED SOIL EROSION AND SEDIMENT CONTROL PLAN.5. PARTY RESPONSIBLE FOR SOIL AND EROSION CONTROLS5.1. SITE CONTRACTORSOIL EROSION AND SEDIMENT CONTROL NARRATIVETEMPORARY STOCKPILESURROUND WITHSEDIMENT FILTER FENCEEROSION CONTROL LEGENDCONSTRUCTION ENTRANCESEDIMENT FILTER FENCEINLET PROTECTION.STRAW WATTLECESFSWSTKIP1. SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OF SUCHINSPECTIONS SHALL BE MAINTAINED AT THE SITE.2. THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATED BYCHANGING SITE CONDITIONS3. INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4. ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5. THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS.6. A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BEMAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7. ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION AND SEDIMENTREMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023 SHEET NAMEDATESE-2PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 2023AS NOTEDSEDIMENT AND EROSION CONTROL DETAILS AND SPECIFICATIONSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.08 OF 13DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001FENCE POST (TYPICAL)AMOCO PROPEX SILT STOPSEDIMENT CONTROL FABRIC ORAPPROVED EQUAL (GEOTEXTILE)EXISTINGGRADEBURY END OF GEOTEXTILEMIN. 6" INTO SOILFLOW100°36"±12" MIN.GENERAL:THESE GUIDELINES SHALL APPLY TO ALL WORK CONSISTING OF ANY AND ALL TEMPORARYAND/OR PERMANENT MEASURES TO CONTROL WATER POLLUTION AND SOIL EROSION, AS MAYBE REQUIRED, DURING THE CONSTRUCTION OF THE PROJECT.IN GENERAL, ALL CONSTRUCTION ACTIVITIES SHALL PROCEED IN SUCH A MANNER SO AS NOTTO POLLUTE ANY WETLANDS, WATERCOURSE, WATER BODY, AND CONDUIT CARRYING WATER,ETC. THE CONTRACTOR SHALL LIMIT, INSOFAR AS POSSIBLE, THE SURFACE AREA OF EARTHMATERIALS EXPOSED BY CONSTRUCTION METHODS AND IMMEDIATELY PROVIDE PERMANENTAND TEMPORARY POLLUTION CONTROL MEASURES TO PREVENT CONTAMINATION OFADJACENT WETLANDS, WATERCOURSES, AND WATER BODIES, AND TO PREVENT, INSOFAR ASPOSSIBLE, EROSION ON THE SITE.GENERAL:1. THE RESHAPING OF THE GROUND SURFACE BY EXCAVATION AND FILLING OR ACOMBINATION OF BOTH, TO OBTAIN PLANNED GRADES, SHALL PROCEED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:a. THE CUT FACE OF EARTH EXCAVATION SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).b. THE PERMANENT EXPOSED FACES OF FILLS SHALL NOT BE STEEPER THAN TWOHORIZONTAL TO ONE VERTICAL (2:1).c. THE CUT FACE OF ROCK EXCAVATION SHALL NOT BE STEEPER THAN ONE HORIZONTALTO FOUR VERTICAL (1:4).d. PROVISION SHOULD BE MADE TO CONDUCT SURFACE WATER SAFELY TO STORMDRAINS TO PREVENT SURFACE RUNOFF FROM DAMAGING CUT FACES AND FILLSLOPES.e. EXCAVATIONS SHOULD NOT BE MADE SO CLOSE TO PROPERTY LINES AS TOENDANGER ADJOINING PROPERTY WITHOUT PROTECTING SUCH PROPERTY FROMEROSION, SLIDING, SETTLING, OR CRACKING.f. NO FILL SHOULD BE PLACED WHERE IT WILL SLIDE OR WASH UPON THE PREMISES OFANOTHER OWNER OR UPON ADJACENT WETLANDS, WATERCOURSES, OR WATERBODIES.g. PRIOR TO ANY REGRADING, A STABILIZED CONSTRUCTION ENTRANCE SHALL BEPLACED AT THE ENTRANCE TO THE WORK AREA IN ORDER TO REDUCE MUD ANDOTHER SEDIMENTS FROM LEAVING THE SITE.GENERAL:1. TOPSOIL SHALL BE SPREAD OVER ALL EXPOSED AREAS IN ORDER TO PROVIDE A SOILMEDIUM HAVING FAVORABLE CHARACTERISTICS FOR THE ESTABLISHMENT, GROWTH,AND MAINTENANCE OF VEGETATION.2. UPON ATTAINING FINAL SUBGRADES, SCARIFY SURFACE TO PROVIDE A GOOD BONDWITH TOPSOIL.3. REMOVE ALL LARGE STONES, TREE LIMBS, ROOTS AND CONSTRUCTION DEBRIS.4. APPLY LIME ACCORDING TO SOIL TEST OR AT THE RATE OF TWO (2) TONS PER ACRE.MATERIAL: 1. TOPSOIL SHOULD HAVE PHYSICAL, CHEMICAL, AND BIOLOGICALCHARACTERISTICS FAVORABLE TO THE GROWTH OF PLANTS.5. TOPSOIL SHOULD HAVE A SANDY OR LOAMY TEXTURE. 3. TOPSOIL SHOULD BERELATIVELY FREE OF SUBSOIL MATERIAL AND MUST BE FREE OF STONES LARGER THAN1.25" , LUMPS OF SOIL, ROOTS, TREE LIMBS, TRASH, OR CONSTRUCTION DEBRIS. ITSHOULD BE FREE OF ROOTS OR RHIZOMES SUCH AS THISTLE, NUTGRASS, ANDQUACKGRASS.6. AN ORGANIC MATTER CONTENT OF SIX PERCENT (6%) IS REQUIRED. AVOID LIGHTCOLORED SUBSOIL MATERIAL. SUITABLE. AVOID TIDAL MARSH SOILS BECAUSE OF HIGHSALT CONTENT7. SOLUBLE SALT CONTENT OF OVER 500 PARTS PER MILLION (PPM) IS LESS 6. THE pHSHOULD BE 5.5 TO 7 IF LESS, ADD LIME TO INCREASE pH TO AN ACCEPTABLE LEVEL.1. AVOID SPREADING WHEN TOPSOIL IS WET OR FROZEN.2. SPREAD TOPSOIL UNIFORMLY TO A DEPTH OF AT LEAST SIX INCHES (6"), OR TO THEDEPTH SHOWN ON THE LANDSCAPING PLANS.TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THATPRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED, AND AREAS WHERETHE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. TEMPORARYVEGETATIVE COVER SHALL BE APPLIED IF AREAS WILL NOT BE PERMANENTLY SEEDED BYSEPTEMBER 1.GENERAL:1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3. APPLY LIME ACCORDING TO SOIL TEST OR AT A RATE OF TWO (2) TON OF GROUNDDOLOMITIC LIMESTONE PER ACRE (5 LBS. PER 100 SQ. FT.).4. APPLY FERTILIZER ACCORDING TO SOIL TEST OR AT THE RATE OF 300 LBS. OF 10-10-10 PERACRE (7 LBS. PER 1,000 SQ. FT.) AND SECOND APPLICATION OF 200 LBS. OF 10-10-10- (5LBS. PER 1,000 SQ. FT.) WHEN GRASS IS FOUR INCHES (4") TO SIX INCHES (6") HIGH.APPLY ONLY WHEN GRASS IS DRY.5. UNLESS HYDROSEEDED, WORK IN LIME AND FERTILIZER TO A DEPTH OF FOUR (4") INCHESUSING A DISK OR ANY SUITABLE EQUIPMENT.6. TILLAGE SHOULD ACHIEVE A REASONABLY UNIFORM LOOSE SEEDBED. WORK ON CONTOURIF SITE IS SLOPING.SITE PREPARATION:1. SELECT APPROPRIATE SPECIES FOR THE SITUATION. NOTE RATES AND SEEDING DATES (SEEVEGETATIVE COVER SELECTION & MULCHING2. APPLY SEED UNIFORMLY ACCORDING TO THE RATE INDICATED BY BROADCASTING,DRILLING, OR HYDRAULIC APPLICATION.3. UNLESS HYDROSEEDED, COVER RYEGRASS SEEDS WITH NOT MORE THAN 1/4 INCH OF SOILUSING SUITABLE EQUIPMENT.4. MULCH IMMEDIATELY AFTER SEEDING IF REQUIRED. (SEE VEGETATIVE)GENERAL:PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS VARIOUS SECTIONS OF THE PROJECTARE COMPLETED IN ORDER TO STABILIZE THE SOIL, REDUCE DOWNSTREAM DAMAGE FROMSEDIMENT AND RUNOFF, AND TO ENHANCE THE AESTHETIC NATURE OF THE SITE. IT WILL BEAPPLIED TO ALL CONSTRUCTION AREAS SUBJECT TO EROSION WHERE FINAL GRADING HAS BEENCOMPLETED AND A PERMANENT COVER IS NEEDED.SITE PREPARATION:1. INSTALL REQUIRED SURFACE WATER CONTROL MEASURES.2. REMOVE LOOSE ROCK, STONE, AND CONSTRUCTION DEBRIS FROM AREA.3. PERFORM ALL PLANTING OPERATIONS PARALLEL TO THE CONTOURS OF THE SLOPE.4. APPLY TOPSOIL AS INDICATED ELSEWHERE HEREIN.5. APPLY FERTILIZER ACCORDING TO SOIL TEST OR PER THE TECHNICAL SPECIFICATIONS.TEMPORARY VEGETATIVE COVER:PERENNIAL RYEGRASS 5 LBS./1,000 SQ.FT. (LOLIUM PERENNE)* PERMANENT VEGETATIVE COVER: SEE SPECIFICATIONSTEMPORARY MULCHING:CLEAN DRY STRAW OR HAY FREE OF WEEDS WITH A MULCH TACKIFIER 70-90 LBS./1,000 SQ.FT.(TEMPORARY VEGETATIVE AREAS)WOOD FIBER IN HYDROMULCH SLURRY 25-50 LBS./1,000 SQ. FT.ESTABLISHMENT:1. SMOOTH AND FIRM SEEDBED WITH CULTIPACKER OR OTHER SIMILAR EQUIPMENT PRIOR TOSEEDING (EXCEPT WHEN HYDROSEEDING).2. SELECT ADAPTED SEED MIXTURE FOR THE SPECIFIC SITUATION. NOTE RATES AND THESEEDING DATES (SEE VEGETATIVE COVER SELECTION & MULCHING SPEC. ABOVE).3. APPLY SEED UNIFORMLY ACCORDING TO RATE INDICATED, BY BROADCASTING, DRILLING, ORHYDRAULIC APPLICATION.4. COVER GRASS AND LEGUME SEED WITH NOT MORE THAN 1/4 INCH OF SOIL WITH SUITABLEEQUIPMENT (EXCEPT WHEN HYDROSEEDING).5. MULCH IMMEDIATELY AFTER SEEDING, IF REQUIRED, ACCORDING TO TEMPORARY MULCHINGSPECIFICATIONS. (SEE VEGETATIVE COVER SELECTION & MULCHING SPECIFICATION ABOVE).6. USE PROPER INOCULANT ON ALL LEGUME SEEDINGS, USE FOUR (4) TIMES NORMAL RATESWHEN HYDROSEEDING.7. USE SOD WHERE THERE IS A HEAVY CONCENTRATION OF WATER AND IN CRITICAL AREASWHERE IT IS IMPORTANT TO GET A QUICK VEGETATIVE COVER TO PREVENT EROSION.MAINTENANCE:1. TEST FOR SOIL ACIDITY EVERY THREE (3) YEARS AND LIME AS REQUIRED.2. ON SITES WHERE GRASSES PREDOMINATE, BROADCAST ANNUALLY 500 POUNDS OF 10-10-10FERTILIZER PER ACRE (12 LBS. PER 1,000 SQ. FT.) OR AS NEEDED ACCORDING TO ANNUAL SOILTESTS.3. ON SITES WHERE LEGUMES PREDOMINATE, BROADCAST EVERY THREE (3) YEARS OR ASINDICATED BY SOIL TEST 300 POUNDS OF 0-20-20 OR EQUIVALENT PER ACRE (8 LBS PER 1,000SQ. FT.).GENERAL:TEMPORARY PERVIOUS BARRIERS USING BALES OF HAY OR STRAW, HELD IN PLACE WITH STAKES DRIVENTHROUGH THE BALES AND INTO THE GROUND OR GEOTEXTILE FABRIC FASTENED TO A FENCE POST ANDBURIED INTO THE GROUND, SHALL BE INSTALLED AND MAINTAINED AS REQUIRED TO CHECK EROSIONAND REDUCE SEDIMENTATION.CONSTRUCTION:1. BALES SHOULD BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.2. EACH BALE SHALL BE EMBEDDED INTO THE SOIL A MINIMUM OF FOUR (6") INCHES.3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY WOOD STAKES OR REINFORCEMENT BARSDRIVEN THROUGH THE BALES AND INTO THE GROUND. THE FIRST STAKE IN EACH BALE SHALL BEANGLED TOWARD THE PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER.4. GEOTEXTILE FABRIC SHALL BE SECURELY ANCHORED AT THE TOP OF A THREE FOOT (3') HIGH FENCEAND BURIED A MINIMUM OF SIX INCHES (6") TO THE SOIL. SEAMS BETWEEN SECTIONS OF FILTERFABRIC SHALL OVERLAP A MINIMUM OF TWO FEET (2').INSTALLATION AND MAINTENANCE:1. BALED HAY EROSION BARRIERS SHALL BE INSTALLED AT ALL STORM SEWER INLETS.2. BALED HAY EROSION BARRIERS AND GEOTEXTILE FENCE SHALL BE INSTALLED AT THE LOCATIONINDICATED ON THE PLAN AND IN ADDITIONAL AREAS AS MAY BE DEEMED APPROPRIATE DURINGCONSTRUCTION.3. ALL EROSION CHECKS SHALL BE MAINTAINED UNTIL ADJACENT AREAS ARE STABILIZED.4. INSPECTION SHALL BE FREQUENT (PER TABLE BELOW) AND REPAIR OR REPLACEMENT SHALL BEMADE PROMPTLY AS NEEDED.5. EROSION CHECKS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TOBLOCK OR IMPEDE STORM WATER FLOW OR DRAINAGE.EXECUTIONTOPSOILLAND GRADINGSEDIMENT & EROSION CONTROL SPECIFICATIONSVEGETATIVE COVER SELECTION AND MULCHINGTEMPORARY VEGETATIVE COVEREROSION CHECKSOPTIONAL METALHANGING FRAME FORTRAFFIC CONDITIONS1" REBAR FOR BARREMOVAL FROM INLETSILTSACKDUMP STRAPDUMP STRAP2 EACH DUMP STRAPSEXPANSION RESTRAINT(1/4" NYLON ROPE, 2"FLAT WASHERS)BAG DETAILEdge RoadwayNOTE: CONSTRUCTION ENTRANCE PAD SHALL BEINSTALLED AND MAINTAINED DURING OPERATIONSWHICH PROMOTE VEHICULAR TRACKING OF MUDFILTER FABRIC ON COMPACTEDSUBGRADENO. 3 (2") BROKEN ORCRUSHED STONE 8" MIN.THICKNESS50' MIN ORAS SHOWN ON PLANAS REQUIREDEROSION CONTROL MAINTENANCE INTERVALSEROSION CONTROL MEASURECONTROL OBJECTIVEINSPECTION/MAINTENANCEFAILURE INDICATORSREMOVALSILT FENCE (SF)(RELATED: IP, STK)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATER FLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE ITS DEPTH IS EQUAL TO ½ THE TRENCHHEIGHT. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERING OPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILURESILT FENCE MAY BE REMOVED AFTER UPHILL ANDSENSITIVE AREAS HAVE BEEN PERMANENTLY STABILIZED.HAY BALES (HB)- INTERCEPT, AND REDIRECT/DETAIN SMALL AMOUNTS OF SEDIMENTFROM SMALL DISTURBED AREAS.- DECREASE VELOCITY OF SHEET FLOW.- PROTECT SENSITIVE SLOPES OR SOILS FROM EXCESSIVE WATERFLOW.INSPECT AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF THE END OF A STORM WITH A RAINFALL OF 0.5INCHES OR MORE. ACCUMULATED SEDIMENT MUST BE REMOVED ONCE THE DEPTH OF SEDIMENT IS EQUAL TO ½THE HEIGHT OF THE BARRIER. INSPECT FREQUENTLY DURING PUMPING OPERATIONS IF USED FOR DEWATERINGOPERATIONS.- PHYSICAL DAMAGE OR DECOMPOSITION- EVIDENCE OF OVERTOPPED OR UNDERCUT FENCE- EVIDENCE OF SIGNIFICANT FLOWS EVADING CAPTURE- REPETITIVE FAILUREHAY BALES MAY BE REMOVED AFTER UPHILL AREAS HAVEBEEN PERMANENTLY STABILIZED.CONSTRUCTION ENTRANCE (CE) /ANTI-TRACKING APRON- REDUCE THE TRACKING OF SEDIMENT OFF-SITE ONTO PAVEDSURFACES.INSPECT AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODIC ADDITION OF STONE,OR LENGTHENING OF ENTRANCE MAY BE REQUIRED AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES AS A RESULT OF INEFFICIENCY OF CONSTRUCTIONENTRANCE SHALL BE IMMEDIATELY REMOVED.- SEDIMENT IN ROADWAY ADJACENT TO SITECONSTRUCTION ENTRANCE MAY BE REMOVED ONCE THESITE HAS BEEN PERMANENTLY STABILIZED, AND ALL OTHERSECTIONS OF ROADWAY HAVE BEEN PERMANENTLY PAVED.CATCH BASIN INLET PROTECTION(IP)- PROHIBIT SILT IN CONSTRUCTION-RELATED RUNOFF FROM ENTERINGSTORM DRAINAGE SYSTEM.INSPECT AFTER ANY RAIN EVENT. IF FILTER BAG INSIDE CATCH BASIN CONTAINS MORE THAN 6" OF SEDIMENT,REMOVE SEDIMENT FROM BAG. CHECK SURROUNDING SILT FENCE AND HAY BALES PER NOTED ABOVE.- RIPPED BAG- FAILED HAY BALES / SILT FENCE- SIGNIFICANT SILT PRESENCE IN STORM DRAINAGE SYSTEM OUTFLOW.INLET PROTECTION MAY BE REMOVED ONCE THE SITE HASBEEN PERMANENTLY STABILIZED, AND ALL SECTIONS OFROADWAY HAVE BEEN PERMANENTLY PAVED.STOCKPILE PROTECTION(STK)- RETAIN SOIL STOCKPILE IN LOCATIONS SPECIFIED, AND REDUCE WATER-TRANSPORT.INSPECT SILT FENCE AT THE END OF EACH WORK DAY AND IMMEDIATELY REPAIR DAMAGES. PERIODICREINFORCEMENT OF SILT FENCE, OR ADDITION OF HAY BALES MAY BE NECESSARY.- EVIDENCE OF STOCK PILE DIMINISHING DUE TO RAIN EVENTS- FAILURE OF SILT FENCESTOCKPILE PROTECTION MAY BE REMOVED ONCE THESTOCKPILE IS USED OR REMOVED.21 MAXINSTALL PERIMETER CONTROL(GEOTEXTILE SILT FENCE ORAPPROVED EQUAL)20' MAX.10'TEMPORARY SLOPESTABILIZATION ASNECESSARYNOTES:1. INSTALL A GEOTEXTILE SILT FENCE AND/OR HAY BALE BARRIER AROUND THESTOCKPILE AREA APPROXIMATELY 10 FEET FROM THE PROPOSED TOE OF SLOPE.2. SIDE SLOPES SHALL NOT EXCEED A SLOPE OF 2:1. STOCKPILES THAT REMAININACTIVE FOR MORE THAN 30 DAYS SHALL BE SEEDED AND MULCHEDIMMEDIATELY AFTER FORMATION3. DISTANCE FROM WETLANDS, WATERCOURSES, DRAINAGE WAYS AND STEEPSLOPES SHALL BE MAXIMIZED. RUNOFF SHALL BE DIVERTED AWAY FROMSTOCKPILE AREATEMPORARY INLET PROTECTIONNOT TO SCALETEMPORARY SOIL STOCKPILENOT TO SCALESTRAW WATTLENOT TO SCALECONSTRUCTION ENTRANCE PADNOT TO SCALESEDIMENT FILTER FENCENOT TO SCALE SHEET NAMEDATESD-1PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.9 OF 13DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMNOTE:PROVIDE PREFORMED EXPANSION JOINTAT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERECONCRETE ABUTTS EXISTING CONCRETE.SCORE JOINTNOT TO SCALE1" DEPTH SAWCUTxxx x x xCONCRETE PAVEMENTSECTION SEE DETAILNOTE:PROVIDE PREFORMED EXPANSION JOINTAT ALL CONSTRUCTION JOINT, SAWCUT,AND OTHER LOCATIONS WHERE CONCRETEABUTTS EXISTING CONCRETE.EXPANSION JOINTNOT TO SCALECONCRETE PAVEMENTSECTION SEE DETAIL3/8" WIDTH FIBER BOARD & POLYETHYLENEJOINT FILLER. JOINT FILLER SHALL BE 1" DEPTHFINISHED GRADE5/8"x24"L PLASTIC SLEEVE & DOWEL (12" O.C.)6'-0"NOTES:1. CONCRETE: 4000 PSI, 28 DAYS2. WEIGHT, 300 LBS.3. REINFORCEMENT, (2) #4 BARS4. (2) 3/4" HOLES CAST IN FOR ANCHORING5. (2) PROVIDE 5/8" x 30" REBAR FOR ANCHORING7"PRECAST CONCRETE WHEEL STOPNOT TO SCALE2 3/4"9 3/4"6"STRAIGHT SECTIONTYPICAL CROSS SECTION15'2'5'16'8'2'10'8'WHEEL STOP - TYP ALLRESERVED PARKINGSTALLSNOT-VAN ACCESSIBLE18'4" WHITE LINE ORAS PER LOCALREGULATIONSLINE NOT REQUIRED IFSPACE IS ADJACENT TOCURB18'SEE LAYOUT PLANFOR STRIPINGLOCATIONLINE NOT REQUIREDIF SPACE ISADJACENT TO CURBRESERVED PARKING SIGN,SEE LAYOUT PLAN FORLOCATION4" WHITE LINE ORAS PER LOCALREGULATIONS39"34"7"VAN ACCESSIBLERESERVED PARKINGSPACE MARKINGACCESSIBLE PARKING STALL DETAILNOT TO SCALENOTES:1.MAXIMUM SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO THE SIDEWALKRAMP OR ACCESSIBLE ROUTE SHOULD NOT EXCEED 20:1.2.CARE SHALL BE TAKEN TO ASSURE UNIFORM GRADE ON THE RAMP, FREE OF SAGS AND ABRUPT GRADECHANGES.3.ALL RAMPS SHALL BE CONSTRUCTED OF CLASS "C" CONCRETE IN ACCORDANCE WITH CONNECTICUTSTANDARD SPECIFICATIONS ARTICLE M.03.01.4.SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP. THESURFACE ALONG ACCESSIBLE ROUTES SHALL BE STABLE, FIRM AND SLIP RESISTANT IN COMPLIANCE WITHADAAG SECTION 4.5.5.DIAGONAL SIDEWALK RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THEMARKINGS, EXCLUDING ANY FLARED SIDES.6.REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEARESTEXPANSION/CONTRACTION JOINT OR DUMMY JOINT. 12:1 MAY NOT BE ACHIEVABLE DUE TO SIDEWALKGRADE. IN RECOGNITION OF THIS, A MINIMUM LIMIT OF 15' FOR A PARALLEL RAMP SHALL BE USED.REMOVAL SHALL NOT BE FURTHER THAN 2' FROM THE PROPOSED RAMP UNLESS DIRECTED BY THE ENGINEER.SAW CUT REQUIRED FOR DUMMY JOINTS SHALL BE INCLUDED IN THE COST OF "CONCRETE SIDEWALK".7.EXPANSION JOINTS IN CONCRETE SHALL MATCH THOSE IN ADJACENT SIDEWALKS BUT IN NO CASE SHALLTHE SPACING BETWEEN EXPANSION JOINTS EXCEED 12' UNLESS OTHERWISE NOTED.8.RAISED ISLANDS IN MARKED CROSSINGS SHALL HAVE SIDEWALK RAMPS AT BOTH SIDES AND A LEVEL AREAAT LEAST 4' LONG BETWEEN THE RAMPS. IF THIS CAN NOT BE ACHIEVED, THE RAISED ISLAND SHALL BE CUTTHROUGH LEVEL WITH THE ROADWAY AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.9.SIDEWALK RAMPS SHALL BE CONSTRUCTED AND PAID FOR UNDER THE ITEM "CONCRETE SIDEWALK",INCLUDING CURBING WITHIN THE LIMITS OF THE NEW SIDEWALK RAMP AND DETECTABLE WARNING STRIPS.10.CURBING WITHIN THE LIMITS OF THE NEW SIDEWALK RAMP SHALL BE CONSTRUCTED IN CONFORMANCEWITH THE REQUIREMENTS OF FORM 814A SECTIONS 8.11 AND 8.13.11.HANDICAP RAMPS CONFORMING WITH CONNECTICUT GENERAL STATUTES, SEC. 7-118a, SHALL BEINCORPORATED IN ALL PROPOSED SIDEWALKS AT ALL STREET INTERSECTIONS, AND AT ALL OTHERLOCATIONS WHERE THE GRADE OF A DRIVEWAY OR OTHER FACILITY TAKES PRECEDENCE OVER THE GRADEOF THE PROPOSED SIDEWALK.12.TRANSITION TO FULL HEIGHT CURB. INSTALL STONE CURBING IF ADJACENT CURBING IS STONE. INSTALLCONCRETE CURBING IF ADJACENT CURBING IS CONCRETE OR BITUMINOUS.13.INSTALL THE EDGE OF THE DETECTABLE WARNING 6" FROM THE EDGE OF ROAD.14.TO PERMIT WHEELCHAIR WHEELS TO ROLL BETWEEN DOMES, ALIGN DOMES ON A SQUARE GRID. IN THEDIRECTION OF PEDESTRIAN TRAVEL.DETECTABLE WARNING STRIP FOR ACCESSIBLE WALKNOT TO SCALEDOME SPACINGDOME SECTION1 3/5" MIN. TO 2 2/5" MAX.48"24".65"MIN.9/10" MIN. TO1 2/5" MAX.1/5".45" MIN TO.9" MAX.NOTES:1.UNLESS OTHERWISE DIRECTED SHREDDED MULCH SHALL BE PLACED TO A LIMIT OFONE FOOT BEYOND THE CENTER OF THE OUTERMOST SHRUBS IN SHRUB BED.SHRUB PLANTINGNOT TO SCALECOMPACTEDSUBGRADEFINISHEDGRADE4" MULCHMAINTAIN SAUCER ON LOWERSIDES OF PLANT TO RETAINWATERPLANTING SOIL MIX WATER ANDTAMP TO REMOVE AIR POCKETSCOMPACTED SUBGRADECOMPACTED GRAVELSUB-BASEPROCESSED AGGREGATEBASE BROKEN STONECLASS 2 BITUMINOUSCONCRETE WEARING COURSECLASS 1 BITUMINOUSCONCRETE BINDER COURSEBITUMINOUS CONCRETE PAVEMENTNOT TO SCALE1 1/2"1 1/2"4"10"JULY 12, 2023ACCESSIBLEVAN6' ABOVE GRADENOTE:1. REFER TO SHEET C1.10 FOR LOCATIONS.SILVER COPYON BLUEBACKGROUND(CTDOT31-0629)ALUMINUM 0.080" THICKVAN ACCESSIBLE SIGNCTDOT (31-0648) SEEPLAN FORAPPROPRIATEAPPLICATIONVIOLATORS WILLREQUIREDPERMITPARKINGACCESSIBLEBE FINED MIN $150 ACCESSIBLE PARKING SIGNNOT TO SCALE38"13"12"11"4' 5"5'9' 6"NOTES:TOPSOILSUBGRADE1. PROVIDE SHOP DRAWINGSFOR APPROVAL2. ALL EXPOSED CONCRETETO RECEIVE A RUBBEDFINISH (TYP.)6' OR AS SPECIFIED BY LIGHT MANUFACTURER2'6"MAX.3/4"Øx10'-0" LONGCOPPER GROUND ROD;LOCATE ADJACENT TOFOUNDATION(6)-#6 BARSVERTICALFOUR 3/4"x24"x3"GALVANIZED STEELANCHOR BOLTS.BOLT CIRCLE PERMANUFACTURERINSULATED COPPER GROUNDWELDED TO INTERNAL LUGIN POLE. SIZE ACCORDANCEWITH NFPA 70LIGHT POLELIGHT POLE FLANGEPVC CONDUIT STUBBED 1"ABOVE UNIT FOUNDATION,NUMBER AND SIZE AS REQUIREDCLASSPCC04462CONCRETE2" - RMCGALVANIZED30"CONCRETE FOOTING#4 TIES @ 8" O.C.(6)-#6 BARSVERTICAL3" COVERPLAN#4 TIES @ 8" O.C. PAVEMENT ARROWNOT TO SCALELIGHT POLE FOUNDATIONNOT TO SCALE21167.00001NOTES:1. ALL PIECES SHALL BE 6'-0" LONG EXCEPT FOR CLOSURES WHERE NO PIECE LESS THAN 4'-0" LONG SHALL BE USED.2. CURBS OF RADIUS LESS THAN 100' SHALL BE CUT OR CAST TO REQUIRED RADIUS AND LENGTH. 13. USE 1/2" PREFORMED EXPANSION JOINT FILLER SPACED NOT MORE THAN 20'-0" O.C. FOR 2 PRECAST OR CAST-IN-PLACECONCRETE CURB.4. JOINT BETWEEN GRANITE OR CONCRETE SECTIONS ARE NOT TO EXCEED 1/2".5. MINIMUM WIDTH OF CURB AT BOTTOM SHALL BE 4" OR NO GREATER THAN 2/3 THE HEIGHT OF THE PIECE.6. CLASS "C" AE CONCRETE TO BE PLACED AT JOINTS.SPECIFICATIONS:1. CONCRETE CURB SHALL BE MANUFACTURED TO MEET CONNDOTSPECIFICATIONS.2. CONCRETE STRENGTH - 5000 psi.3. WEIGHT - 135 LBS/LINEAR FOOT.4. REINFORCED WITH 2-#3 DEFORMED REINFORCED BARS.5. . AIR ENTRAINMENT - 5-7%.6. 2x6 REBAR - CONNECTING PINS.6"20"6"6"6"1"R7"4"BITUMINOUS PAVEMENT(SEE BITUMINOUS CONCRETE DETAIL)PROCESSED AGGREGATECOMPACTED GRAVEL5000 PSI CONCRETE1/2" EXPANSIONJOINTCONCRETE SIDEWALKAPPROVED BACKFILLMATERIAL TAMPEDTO TOPSOIL LIMITPRECAST CONCRETE CURBNOT TO SCALENOTE:1. ALL CONCRETE SHALL BE 4000 PSI PER TOWN OF SOUTH WINDSOR SPECIFICATIONS.4"LOOSENEDSUBGRADESUBGRADEMULCH12"2'-4"12"2'TOPSOILPROVIDECLEAN CUTEDGE ONALL BEDSLAWN PLATING BEDNOT TO SCALEDUMPSTER ENCLOSURE - PLAN VIEWNOT TO SCALE20'18"20'CONCRETEDUMPSTER PAD6' HIGH FENCING4" DIA. STEELBOLLARDGRADE TODRAINSEE FENCE DETAILFOR POST FOOTINGSTEEL SLEEVE SET IN CONCRETESWING GATES SHEET NAMEDATESD-2PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.10 OF 13DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.0000110.4"5.2"6.93"8.66"SPACINGGROUND COVER SPACING TABLESECTIONPLAN12" O.C.10" O.C.8" O.C.6" O.C.SPACING"A"PLANT1.151.662.64.611 SQ. FT.1 SQ. FT.1 SQ. FT.1 SQ. FT.ROW"B"PLANTSNO. OFUNITAREASUB GRADE.PLANTING SOIL MIX,PREPARE BED AS SPECIFIED.2" MULCH INSTALLEDBEFORE PLANTING.FINISH GRADE.GROUND COVER PLANTS.NOTES:1. ALL GROUND COVER TO BE PLANTED INTRIANGULAR PATTERN. SEE DETAIL PLANAND GROUND COVER SPACING TABLE.AABA EXISTING HYDRODYNAMIC SEPARATORNOT TO SCALEGROUNDCOVER/PERENNIAL PLANTINGNOT TO SCALEORNAMENTAL FENCENOT TO SCALENOTES:1. SUBMIT SHOP DRAWINGS FORAPPROVAL.2. FENCE TO BE ASSEMBLED ANDINSTALLED AS PERMANUFACTURERSPECIFICATIONS.MANUFACTURER AMERISTAR FENCE PRODUCTSTULSA, OK 888-333-3422OR APPROVED EQUALFENCESERIES: MONTAGE PLUSORNAMENTAL STEEL FENCEMODEL: GENESIS 3-RAILHEIGHT: 4'COLOR: BLACKADORNMENTS: N/A8' MAX O.C.4"9 12"1 12" MONTAGE PLUS STEEL RAIL4'FLUSHBOTTOM RAIL3' MIN. FOOTING DEPTH3 1516" TYPICALSTEEL POST3" SQ. X 16 GA34" SQ. X 18 GASTEEL PICKETFLAT MOUNT BRACKET(BB111)2"12" ØCONNDOT CLASS 'A'CONCRETE FOOTING6"2" REVEALSECTIONELEVATION4"10"3"PLAN2"NOTE:ALL WOOD TO BE PRESSURE TREATEDSOUTHERN YELLOW PINENOTES:1. ALL RAIL AND POST LUMBER SHALL BE COMMERCIAL GRADE, NO.1 DENSE, (Fb=10.3 FPo) OR BETTER, CONFORMING TONOMINAL SIZES AND DIMENSIONS SHOWN AND TO AASHTO SPECIFICATION M168. ALL TIMBER SHALL BE TREATEDWITH A PRESSURE IMPREGNATED PRESERVATIVE IN ACCORDANCE WITH AASHTO SPECIFICATION M133.2. BOLTS SHALL BE 3/4" DIAM., ASTM 307, WITH APPROPRIATE NUTS AND WASHERS (ALL HOT DIPPED GALVANIZED)3. BACKFILL AROUND EACH POST WITH SUITABLE NATIVE MATERIAL IN 1' LIFTS4. CONTRACTOR TO PROVIDE 90°, 45° OR END POSTS WHERE REQUIRED.5. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ENTIRE SYSTEM.EXTEND CROSS MEMBER TO CLEAR POST BY 4"AT GUIDE RAIL ENDS. 1" CHAMFER AT ENDS8' O.C. OR AS INDICATED10"X10" POST-TYP.4"8"18"48"POST NOTCHED TORECEIVE CROSS MEMBERFLUSH4 GALVANIZED 3/4"CARRIAGE BOLTS. COUNTERBORE REAR TO RECEIVE NUT.ANTI-CHECKSPLINE-TYP.1" CHAMFER-TYP.GRADE5"x8" CROSSMEMBERSEE PLANS FOR CROSSMEMBER LOCATIONSTIMBER GUIDE RAILNOT TO SCALECAP UNIT ADHERES TO TOPUNIT WITH CONCRETEADHESIVEMODULAR CONCRETE UNIT(TYP.)DRAINAGE AGGREGATE(12" THICK MIN.)4" DIA. DRAIN PIPEOUTLET @ END OF WALLOR 40' CENTERS MAX.GRANULAR LEVELING PAD(MIN. 6" THICK)NOTE:1. FOR WALLS OF 48" MAX EXPOSED HEIGHT2. SUBMIT SHOP DRAWING BY PROFESSIONALENGINEER SHOP DRAWING TO INCLUDEPIPE PENETRATION DETAIL8"1'-6" MIN.TIMBER GUIDE RAIL. SEEPLAN FOR LOCATIONS.CONCRETEUNREINFORCED RETAINING WALLNOT TO SCALEROOTBALLNOTE:1. SUPPORT STAKES SHALL BE REMOVED BY THE CONTRACTOR ONEYEAR AFTER INSTALLATION.TREE PLANTINGNOT TO SCALEDOUBLE STRAND NO. 12 GAUGEGALVANIZED WIRE TWISTED. DONOT OVERTIGHTEN WIRERUBBER HOSELIMIT OF BALLTREE PITBEND BACK WIRE BASKETREMOVE TOP PORTION OF BURLAPONLYCOMPACTED SUBGRADECLEANBACKFILLSLOPED SIDES34" MIN.8'EDGE OF MULCH ASPER PLANS ORDRIPLINE OF TREE4" DEPTH OF MULCHROOTFLAREFINISHED GRADE5' TILLED TOPSOIL (TYPICAL)2" HIGH EARTHEN SAUCERSUPPORT POSTDRIVE POST AT ANGLE AND DRAWVERTICAL1/4 WIDTH OF ROOTBALLPLANSECTIONNOTE:1. FOR INFORMATION ONLY SHEET NAMEDATESD-3PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSITE DETAILSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.11 OF 13DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001NOTES:1.BACKFILL MATERIAL USED IN BEDDING, HAUNCHING, AND INITIAL BACKFILL LAYERSSHALL BE 3/4" CRUSHED STONE.2.PAYMENT LIMIT FOR ROCK IN TRENCH TO BE PIPE DIAMETER + 3.0'DIA.TRENCH WIDTHI.D. OF PIPE +2.0'4"SEE SITE PLAN FORSURFACE TREATMENTEDGE OF TRENCHFINISHED GRADEFINAL BACKFILL LAYER:SUITABLE EXCAVATEDMATERIAL MAY BE USEDINITIAL BACKFILL LAYER:INSTALL AND COMPACT6" MIN. ABOVE CROWNOF PIPEHAUNCHING LAYER: 6"MAX. LIFTS, COMPACTEDBOTTOM OF TRENCHEXCAVATIONSPRING LINEBEDDING LAYER:4" MIN. IN EARTH6" MIN. IN ROCK CUTREINFORCED CONCRETEPIPE OR HDPETEMPORARY SUPPORTSYSTEM (AS REQUIRED)UTILITY DETECTORTAPEGEOTEXTILE FABRIC12" LAYER OF3/4" CRUSHED STONEPROPOSED GRADEMODIFIED RIPRAP31CONCRETE RIGID LEVELSPREADER LIP-EMBED BOTH SIDES 12" MIN TOEMBANKMENT WITH 4 INCHESCOVERELEV. 132.2ELEV. 134.724" PERFORATEDHDPE PIPEEROSION CONTROL SEED MIX-SEE PLANSELEV. 131.7ELEV. 134.2 EXISTING RIPRAP LEVEL SPREADERNOT TO SCALESTORM DRAINAGE TRENCHNOT TO SCALENOTE:1. FOR INFORMATION ONLYHINGED GRATECOVER FOREASY ACCESSNOTES:1. ALL AREA DRAIN GRATES SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTEDON PLANS.1.1. 15" CAST IRON GRATE DRAIN AREA = 92.5SQ. INCH GRATE HAS H-20 (HEAVY TRAFFIC) DOT RATING .1.2. MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B.1.3. CASTINGS ARE FURNISHED WITH A BLACK PAINT.1.4. INLINE DRAIN TO BE NYLOPLAST INC OR APPROVED EQUAL.TEE.INLINE DRAINHDPE.INLINE DRAIN15 1/4"15 1/2"5"AREA DRAIN AND GRATENOT TO SCALE1 1/4"P&Z SUBMISSIONLCD08/07/2023HOODED CATCH BASIN TRAPNOT TO SCALEDEPTHHEIGHTCAST IRON HOOD LEBARONMODEL L204 OR APPROVEDEQUALSTORM DRAINNOTE:1. HOODED OUTLET TO BE INSTALLED IN ALL CATCH BASINS.TOWN COMMENTSLCD09/18/2023 SHEET NAMEDATESD-4PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.12 OF 13DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001SITE DETAILS SHEET NAMEDATESD-5PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDAS NOTEDSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.13 OF 13DESCRIPTIONBYDATECopyright SLR International Corporation - 202199 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMJULY 12, 202321167.00001SITE DETAILSPLAZA LIGHTNOT TO SCALESITE LIGHTNOT TO SCALE Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC COVER SHEET MAB 223169 10/03/23 A -00 Owner / Applicant O'Evergreen, LLC 800 Kelly Way Holyoke, MA 01040 Zone:Buckland Road Gateway Development Zone (GD) GIS PIN # :3130000 Sheet Index A-00 Cover Sheet A-01 Starbucks - Exterior Rendering A-02 Starbucks - Exterior Rendering A-03 Starbucks - Exterior Elevations A-04 Chipotle - Exterior Rendering A-05 Chipotle - Exterior Rendering A-06 Chipotle - Exterior Elevations A-07 Exterior Material Board Proposed Commercial Development CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 EXTERIOR DESIGN PACKAGE Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC STARBUCKS -EXTERIOR RENDERING MAB 223169 10/03/23 A -01 Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC STARBUCKS -EXTERIOR RENDERING MAB 223169 10/03/23 A -02 FINISH BOARD FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" BRK-1 WD-1 WD-1 MTL-3 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. AWNINGS, COLOR TO MATCH STOREFRONT MTL-3 MTL-3 VWA VWS FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" WD-1 MTL-3 MTL-3 MTL-3 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. AWNINGS, COLOR TO MATCH STOREFRONT10' - 0"FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" WD-1 BRK-1BRK-1 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. WALL SCONCES, TYP.DRIVE-THRU SERVICE WINDOW W/ TRNSOM, AIR CURTAIN & EXTERIOR SHELF VWAVWSVWA FINISH FLOOR 0" T.O. HIGH PARAPET 22'-6" T.O. LOWER PARAPET 19'-6" WD-1 BRK-1 SIGNAGE UNDER SEPERATE PERMIT BY OTHERS. MTL-3 CORRUGATED METAL UTILITY SCREENING VWA VWS VWA SYMBOL NICHIHA VINTAGEWOOD ASH WD-1 RESAWN TIMBER CO. UNAGI-SHOU SUGI BAN VWS NICHIHA VINTAGEWOOD SPRUCE MTL METAL MATCH RAL #7021 MANUFACTURER SAMPLE Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC STARBUCKS -EXTERIOR ELEVATIONS JR 223169 10/03/23 A -03 Scale : 3/16" = 1'-0"3 EXT ELEV - EAST Scale : 3/16" = 1'-0"4 EXT ELEV - NORTH Scale : 3/16" = 1'-0"1 EXT ELEV - SOUTH Scale : 3/16" = 1'-0"2 EXT ELEV - WEST EXTERIOR FINISH SCHEDULE NO.MATERIAL MFG/FINISH/STYLE COLOR COMMENTS BRK-1 FULL BRICK VENEER MORA CERAMICA, MODULAR 3-5/8" x 2-1/4" x 7-5/8" SILVER GRAY SMOOTH WITH MATCHING MORTAR GLZ-1 GLAZING SOLAR BAN 60 CLEAR CLEAR REFER TO SHEET A700 FOR TEMPERED GLASS LOCATIONS MTL-1 METAL COPING PRE-FINISHED TO MATCH RAL#7021 MATTE MT0028-FLAT BLACK MTL-2 ALUMINUM STOREFRONT SYSTEM ANODIZED TO MATCH RAL#7021 MATTE MT0028-FLAT BLACK MTL-3 BRAKE METAL POWDERCOAT TO MATCH RAL#7021 MATTE MT0028-FLAT BLACK MTL-4 HOLLOW METAL DOOR & FRAME SHERWIN WILLIAMS PAINTED TO MATCH RAL#7021 MATTE MT0028-FLAT BLACK MTL-5 METAL AWNING POWDERCOAT TO MATCH RAL#7021 MATTE MT0028-FLAT BLACK VWA CEMINTITOUS SIDING NICHIHA VINTAGEWOOD ASH VWS CEMINTITOUS SIDING NICHIHA VINTAGEWOOD SPRUCE WD-1 WOOD SIDING RESAWN TIMBER CO. SEALED FACE AND BACK 3/4" THICK X 5-3/8" WIDE X 8' X 16' RANDOM LENGTHS UNAGI- SHOU SUGI BAN W/ DADOS PROFILE VERTICAL ORIENTATION WD-4 ACCOYA WOOD SIDING @ UNDERSIDE OF CANOPY TONGUE AND GROOVE PLANK SEALED FACE AND BACK 3/4" THICK X 5-3/8" WIDE X 8'-16' RANDOM LENGTHS GOBI Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC CHIPOTLE -EXTERIOR RENDERING MAB 223169 10/03/23 A -04 Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC CHIPOTLE -EXTERIOR RENDERING MAB 223169 10/03/23 A -05 FINISH BOARD SIGN BAND LOCATION HARDIE PANELS PAINTED TO MATCH PPG FOG DRIVE THRU TOWER ARCH FAB METAL SYSTEM TO MATCH DARK GREY BRICK BASE BRICK-IT MANGANESE IRONSPOT SMOOTH MTL METAL MATCH RAL #7021 MANUFACTURER SAMPLE Boston + 142 CrescentBrockton, MA 508.583.560bkaarchitects.comDrawn by:BKA #Date: STARBUCKS + TENANT SHELL CEDAR AVE & BUCKLAND RD SOUTH WINDSOR, CT 06074 O'EVERGREEN, LLC CHIPOTLE -EXTERIOR ELEVATIONS MAB 223169 10/03/23 A -06 1 0.0 0.0 b.o 0.0 o,0 0.0 0.0 b.o 'oo `ee 0.0 0.0 0.0 0.0 0.0 0.0 o.0 0.0 0.0 '0.0 0.0 *0.0 *0.0 o,0 0.0 0,0 0.0 0.0 '0.0 0.0 'oo o,0 0,o to 'oo o.0 0.0 0.0 0.0 0.0 0.0 0.0 'oo o.o o,o o,0 0.0 0.0 0.0 0.0 0.0 o,o o.o '0.0 '0.0 D,o 1 '0,a 'oo 0.0 0,0 0.0 OA o,0 0.0 0.0 OA 0,0 0.0 o,0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 *0.0 0o '0.0 0,0 co '0.0 0.0 0.0 0.0 *0.0 0.0 '0.0 0,0 0.0 0.0 0.0 0.0 O,D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 *0.0. 0.0 0.0 0,0 0.0 0,0 0.0 '0.0 0,0 0.0 0.0 1 0.0 0.0 0.0 b.o 0.o *0.0b,o 0.0 0.0 'co b.o b.o 0.0 0.0 00.0 a' oo be 'oo a.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 b.o be b.o b.o o.0 0.0 0.0 0.0 o,o o.0 0.0 0.0 oo o.0 0.0 0.0 *o,0 0.0 0.0 o,0 0.0 0.0 0.0 o.0 0.0 Do 0. 1 'oo 0.0 0.0 0.0 0,0 o.0 00 'oo o.o 'oo o.o oo o.o 'oo o.0 0.0 0.0 0. +0.0 o. 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T�. 2.0 Q .2p .2 1. 1.4 1.5 .5 1.4 1. 1.0 0 0 .i 1. 8 .1 0.7 05 0, .4 0.3 0.4 0 0.4 5 0. 0. �9. .5 .4 0.4 0.3 0.1 .0 0 .0 0.0 0.0 0.0 0.0 p 0.0 +01'j 0. .6 2.s 1. ii +.1 '01 1.3 1.1 1.1 AO As 3.1 2s b.a 0 s o.5 *s 0.7 0s o. o.7 's ffi b.1 0 0. 0,o '0.0 to *0.0 I VV''UU 01 0 3 .7 i. 1.9 1 T'- ' 2 A� .1 t.t 1.1 1.t 1.2 7. 4 1.5 .7 2.0 2 1 .5p .0 .6 A,}.7.4 0.5 0.7 .8 0.9 1.0 0.9 0.8 0.8 .7 0.9 .8 .2 0,0 0 oe 0. 0.0 TI --1 AA v 0.0 4 4 w { 4 4 + F 4 4 4 F 4 4 + 0.1 0. -IFIt i 1.3 1.4 1� ' {N .i 0 0.9 .1 1.4 1.6 � 19 .8 1.8 1. 1.6 7,3 0,6 0. .9 1.3 1.2 i.t 0,9 '.i 1.1 1.1 1.0 0. .2 .0 .0 0.0 0.0 0.0 .0 0.0 I TI a 0,0 + ; .T + + 4 + + O + + + JOB NAME: EVERGREEN WALK UNIT 5-SOUTH WIN DSOR, CT 1 0.0 0.1 0.1 0.2 1. �, 1. � 1 11 I 1.0 1.4 1.9 2.2 2.1 '.6 1,5 1.4 1.1 0.8 .� 0. i 1 ' S '.1 1.3 t.5 1.6 1. .1 0.2 0 .0 ,0 0.0 0.0 0. 0 p 0 D D APEX LIGHTING SOLUTIONS 1 b,o +0.0 b.1 VL2 0,3 0 + 2. z O 2 5 * 1 i.2 i.7 i. i.0 pi. i.o i.o i.1 i2 3 1s t.0 i@ + a * ` a a 2.a i. 0.2 +0.1 +0 '0. o o.o bo +e WORKPLANE/CALC PLANE: AT FINISH GRADE 0 b A0 p MOUNTING HEIGHT: SEE LUMINAIRE SCHEDULE + f + + + + + + « ; + + + + + + { APPS: LED/Pt) r +o.o o.o 0.1 b.t 0.4 os s CHIPO 2.4 3S4 1.6 1.3 i.t o.9 0 d.z .2 ' z 1.3 1.4 1.5 1. 1.7 1.8 ve 1. 1, i ' 7 z.0 2s 2. � *. *. .z 0.1 0. to 0.0 b. 0,0 SALES: SP - SPECIFIER: SLR CONSULTING - - - 1 0.0 0.0 0.0 0.1 0. 0,3 0.4 '0.5 i. i. 1.2 i. 0.8 1. 1.0 0. 9 1.7 p1.5 '1.4 1.3 .4 ' 6 '.7 1.7 *.8 1.8 * 7 1.8 1.8 +1.7 i l:A 2, 2.7 3 aS ' B 0.1 0.0 0.0 `0,0 0.0 .0 _ 0. 2 325 SF + GT + Luminaire Schedule 1 0.0 0.0 0.0 0.7 0.1 z b.z 0.3 o.a i.z is is i.o r Q�D.a os s A 2sp ,o i.a is W i.7 t-s i.7 i is .1 2.3 2.a 2s c e ba D.o b.o +o.o 'o.o o.a D.o //�'/ 5W `" .o Symbol Oty, Label Arrangement Lure. Lumens Lure. Watts LLF Description [MANUFAC] Filename 1 0.0 +o,o b.o o.o b.o b.1 o.i 10.2 077� 5� o `.'s o z.5 '.1 z ' +0.8 to i.7 O i. S '§h z.3 i.a i.5 Oi. Oi. O i .5 i.e 2. 2.3 2.2 *i. O'.B Fla .1 0e U o,o +D.o +D. D b.o -Cl 1 S28 Single 6904 60.07694 0.850 GARDCO P26-48L-400-NW-G2-AR-2-UNV-HIS- SIGNIFY GARDCO p26-481.400•nw•g2-2-his.ies 0 O+ + ,0 + { + « « b. 0.0 'oo 0,o o.o *.o o.o IJ FINISH I SRS-CB-4.11.20-D1-DT5-FINISH o.o 0.0 b.o b.o b.o b.o o.0 0. on o.1 o.z *o,z 3.8 a o.7 i.o i.a is 2s 2.2 1.s i i 1.a t3 1)s oi.7 �5 2.0 7s isp 1.0 0 O s 0.0 a El 1 S2S•3S GROUP N.A. N.A. 0.850 GARDCO P26.48L-400-NW-G2-AR-2-UNV-HIS. N.A. + # h f + + w 4 4 } ; 1 o.o o.o o.o 0,0 0.0 b.o b.o b.o 0.0 o.1 0.1 0.1 o.z o.2 ,5q. 3.5 2.' , 0.s .a 1.0 1.4 1. 2?3 z.z 1.e i.a i.2 .3 .5 1. 1s i. 2. i.P 1 /. p.p D,o 0.0 0.0 .D 'o.o �/ O 0.0 FINISHIP26.48L-400-NW-G2-AR-3-UNV-HIS- { 4 i w a� O p + { + + f 8 4 « + + 4 + « h + 4 + 4 f + + FINISH I SRS-CB-4-11-20-D2-DT5-FINISH 1 �0 �� 0� Q)� �� �� �� �� 0+8.0 0.0 0.1 0.1 6e. .2 0.2 3 '1. .9 1.5 ',3 i. 1.4 1.8 3 1.5 + 6 i.6 1.5 1.2 .0 .B 0. ,4 i. 1.7 1.9 4 .9 A�.1 .D 0.0 0.0 0.0 0.0 0.0 Q 0 O 0,0 4 + w + w + + + + + ,O + 4 O 4 t -� 2 S3 Single 8509 60.07694 0.850 GARDCO P26.48L-000•NW-G2-AR-3-UNV- SIGNIFY GARDCO p26d81d00•nw•g2.3.fes 1 0,0 0.0 0.0 0,0 0.0 b.0 0.0 0.0 0.0+0,0 0.0 0.0 0.0 0,1 0,1 b.t 0.1 i 1.2 1.3 1.6 2.® 5 ' S 1.5 1.4 1.3 1 6.9 0.7 1,5 1.9 9 1. 2 0.1 0.0 0.0 0.0 3 O O O 5 0' FINISH/SRS-CB-4-11-20-D1-DT5-FINISH 1 +o.o 'oe b.o b,o . to b.o 0.0 'o.o +ao +D.O b.o 0,0 0,o Wo 0.0 on o.i ' 0,9 i.1 i. i.7 2 i• '.a0 i. i.a 1.2 ` a0 .6 b.7 '. .1 1.3 1.7 b.z .g o, • .o .S o .o 'oo -� 3 S3S Single 6903 60.07694 0.850 GARDCO P26-48L-400•NW-G2-AR-3•UNV-HIS- SIGNIFY GARDCO p26.481-400-nw-92-3•his.ies 0.0 0 Q RESTAURA o 41 RD s 0' 1 b,o +0.0 +0,0 0,o to b,o to 0.0 0.0 0.0 +D.00 D b.o *o.o +o,o 0.0 0.1 0.1 *0.3 +.a os o.7sp 0. 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N.A. 0.850 GARDCO P26.48L•400-NW-G2-AR3•UNV-HIS- SIGNIFY GARDCO N.A. 1 +00 +0.0 0.0 0.0 to 0.0 0,0 0.0 0.0 0.0 10.0 W,m *0.0 0.0 0.0 *0.1 +0.1 +0.2 +0.3 0, '.5 0. 7 01, i.8 1.5 1. 12 1.2 1. 5 000 SF 0.5' .7 'O.B 1.0 1,2 1,3 1 1 0.1 .0 0 0,0 '0.0 '0.0 0.0 '0.0 p B 0.0 FINISH ISRS-CB-0-11-20-D2-DT5-FINISH oo +o.o 'co 0.o to b.o b,o o.o o.o +o.o 0.0 0.0 0 0.0 0.o to o.t o.t 4 0,3 a 27 IM 1.7 1 3 0 i. tl.s ' b i.o 1.1 e �b.7 b,0 o.0A00. 0.0 *0.0 00:0 0. 4 -� 4 54 Single 8827 60.07694 0.850 GARDCO P26 48L 400-NW G2-ARC UNV- SIGNIFY GARDCO p26d81 400-nw-g24.ies O'o 3 SS FINISH I SRS-CB-4-11-20-DI-DT5-FINISH 1 D.o o.o b.o b.o 0.0 0.o to b.o D.o +o.D 0.0 0.0 0.0 0p.% +o.o 10.0 10.1 10.1 0.2 o.2 10.3 +o 4 g s '.6�T`o. i 'ps 0.0 ' 0 00 0.0 0.0 2D0. _C7 5 S4S Single 7200 60.07694 0.850 GARDCO P26-48L-400-NW-G2-AR4-UNV•HIS- SIGNIFY GARDCO p26481400•nw-92.4-his.ies 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o b.o o.o o•�.D o.o o.0 0.1 o.1 m o.z o.3 s 2.s ,7 z 1.8 7.7 .s 0 t.t 0 0. 1.0 13 t5' 1.a p.a o.1 0.0 0 5 .0 0 0 o.0 b, 60 FINISH/SRS-CS-4-11-20•D1-DT5•FINISH SE + + + *' { + + ; + 0.0 F + + + + + 4 # 1 + o } 0+ + + ; + + { { i -� 6 S5W Single 9114 60.07694 0.850 GARDCO P26-48L�00-NW-G2-ARSW-UNV- SIGNIFY GARDCO I -- ----0-- ---. - ----!as 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0,1 0.1 0.2 0. i� 1.8 i.6 1,6 1.7 1. 1.3 nit ' 0 1.0 1.2 1.7 1. 0. .1 0.0 0 .0 0. 8 b,0 0.0 0.0 0.0 0 s 3 FINISH ISRS-CBd-11-20-D1-DTS•FINISH ; + AA "O P + 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 Og.O 0.0 0.0 0.0 0.1 0.1 0.3 .8 •1. 1. Q,3 1 1.5 1.7 1.4 1.2 .1 ' 9 9 0 1.1 1.5 2. .7 OXO 0.1 0.0 0.0 00.0 0.0 0.0 0.0 p O + + + + ' f w F h 0 ; + } + 0 F w # AQ } 0 + S+ f f + { } + Calculation Summary 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0. 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.00. 0.0 0.0 0.0 0.1 0.1 0.2 0.4 ' 1 1.3 1.6 1,6 1.5 1.3 b.t 1. 1.2 .2 ' 1 1.2 1.6 2.1 0.3 +,i 0.1 0 o.Ap 00 po,0 0,0 0.0 0.o + O 0 Q Label CalcType Units Avg Max Min AvglMin Max/Min Description + 4 ; + + i f + + + # w # ;0A + + + + w + + + + + } + h w + + + + h + + i oo o,0 oe 0,0 OA 0.0 0.0 0.0 oo oo 4o D.o oe oo 0.0 0,0 OA 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.7 1. 1.fi 1.7 1.5 1.3 2 1.2 i 07.3 1. 1. 1.6 1. 5 0.2 0.1 0'1 0.0 0.0 .0 0.0 0.0 0.0 Chi ;oA 3+ O . 8 w potie Illuminance Fc 1.50 3.8 0.6 2.50 6.33 10ft Grid + + + + + + + + + w + + + p + + 0 + + + 4 # + + i + Property Une Illuminance Fc 0.01 0.3 0.0 N.A. N.A. 10ft Spacing 1 0.0 0.0 0.0 0.0 b.0 0.o D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o p.o 0,o OA 0.0 0.000 0,0 0.0 oo 0.0 0.1 0,4 0. 0,6 1.7 2.1 '.2 1.9 1.6 1.4 i 1, pi.6 1.70 1.5 Vs 1.5 1.5 d.s 0,4 0. 0.1 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0 AO 5.50 1Oft Grid Restaurant Illuminance Fc 1 56 3 3 0 6 2 63 1 0.0 0.0 0.0 0.0 0.o o.o o.o +0.0 +0.0 +0.0o.o o.o o.o o.o o.o 0.0 D.o o.0 0o �.0 0.0 0.0 o,o o.o 0.1 02 �'. 0.3 *. +. 0 +1 2.a 1.8 1.5 1. 1.6 -' e - i. is 1. -' 4 011.3 0.a 0.2 - *0:i 0.0 0.0 0.0 m 'oe 'co 0,0 +0.0 - p site Illuminance Fc 0.47 5.01 0.0 N.A. N.A. 10ft Grid + ' { + } + ; « + ; + 4 + + + 0'4 + + + * f01T + (� Starbucks Illuminance Fe 1.36 4.1 0.6 2.27 6.83 1Oft Grid 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0,0 0,0 0.1 0.1 0.2 0.3 1. 3.2 2® 1.9 ,5 1.5 1.5 .6 1 1.4 1.4 1.3" 1. 0. 0. 2701 0.0 0.0 0.0 O.�,p 0.0 0.0 0.0 0.0 be IS w w { { + + + +p ; + O; + 1 0.0 oe 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 :8 0,0 0.0 0.0 0,0 0.0 0.1 0.2 0,3 .5 +.0 01. .4 44 1.5 1.6 ',6 1.5 +� i. 0.5 10.3 0.1 0.0 0.0 0.00.00.0 0,0 0.0 0.0 0.0 3 O 4 4 4 # 4 + + i + # # + + 4 4 { + 4 i oe 0,0 o.o 0.o o.0 0,0 0.0 0,0 0,0 0,0 0.o as D.o oe o.o D.o D.o 0,0 0.0 0.0 0,0 0.o 0A.o 0.0 0.D 0.0 0.0 0.0 0! 0.z 0.2 0. 1� 1.9 1.a 1.5 '.e 2.0 1.9 + * 0.7 o.s *0.2 10.1 0.0 0.0 `0®•0 b.D 'oe 0.0 0.0 0.0 f + + 4 f 4 + ; F + + + 0.0 + + F { # O + 4 + + + A ; f + { 4 1 0,0 0.0 oA 0.0 0,0 0.0 0,0 0'0 0.0 D.0 0.0 o,0 0.0 0,0 0,0 0,0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o,0 oA 0.1 0. 3 1 .2 .9 L2 1.5 2.1 2 2.6 0 0.3 0.1 0.0 0.0 0,0 .® 0,0 0.0 0.0 0,0 0.0 nn vo* Arl U /Cl / / ...�n�0 n GENERAL DISCLAIMER: PROJECT TITLE: Calculations have been performed according to IES standards and good practice EVERGREEN WALK Some differences between measured values and calculated results may occur due to tolerances in calculation methods test in procedures, component performance, UNIT 5 SCALE : I"=30'-0" measurement techniques and flehd condi ions such as voltage and Temperature variations. Input data used to generate the attached calculations such as room SOUTH WI NDSOR, CT dimensions, reflectances, furniture and architectural elements significantly affect DATE: 10/4/23 the lighting calculations. If the real environment conditions do not match the input data, differences will occur between measured values and calculated values. PEX * LLF Determined Using Current Published Lamp Data DRAWN BY:LED NOTE TO REVIEWER: LIGHTING SOLUTIONS DRAWING TITLE: SHEET: Total Light Loss Factor (LLF) a lied at time of design is determined by a plying SITE LIGHTING the Lamp Lumen Depreciation pL D) from current lam�pp�manufacturer's ca slog, PHOTOMETRIC CALCULATION a Lumina ire Dirt De�Ffqctorectation actor (LDD) based on fES recommended values and SL � ffl a Ballast Factor (BFrom current ballast specificatton sheets. Application ofan 20-30 BEAVER ROAD, WETHERSFIELD, CT 06109 incorrect Light LossrLwillnotaccurately dplctaclualresults. TELEPHONE 860.632. 8766 / WWW.APEXLTG.COM For proper comparison of photometric layouts, it is essential that you insist all designers use correct Light Loss Factors. FII F AIAMF• 9n93_IO-O'. CI -IR F\/FR(;APFN W41 K I INIT F _ Cr1i ITU WI Nf)Cr)R f•T_I Pfl nwr. Appl 23-35P, Restaurant unit 5- C (Evergreen Walk) September 26, 2023 Planning Department Report 1. This is a request for a site plan approval for three retail/restaurant buildings totaling 10,725 sf., on property located southerly of Cedar Ave. and westerly of Buckland Rd. Gateway Development (GD) Zone. The site size i5 5+ acres. 2. The Buckland Gateway Development zone allows for Drive-up and drive thru facilities subject to the criteria of Sections 4.2.5 E and F and 4.2.6. 3. The primary access to this site is from Evergreen Walk’s internal road network, previously known as Evergreen Way, now Cottonwood Drive, as well as a right turn in and out off of Cedar Drive (heading east). 4. This proposal is the second phase of development on this site - the bank and the access drives completed as a part of phase 1. At this time, two restaurants with drive thru and/or drive up windows are proposed and a third 5,000 sf restaurant is shown as a part of phase 3. 5. The parking requirement for the restaurant uses are 1 space for 50 sf. and 4 spaces for the retail outlet. The plan requires 2xxx spaces for the restaurants. 6. The applicant is proposing EV charging stations are required. 7. Sidewalks are proposed to be added along Cedar Ave. along the banks lot for phase 1and shown existing along the northern side of Cottonweed Drive. We would recommend the applicant extend the sidewalk from Cedar along the bank site drive for access to the bank. We would anticipate the remainder of the sidewalk along Cedar Ave to be completed with the next application. 8. Lighting pole height is 25 feet. Luminaires are full cutoff fixtures of the same type used in other areas of Evergreen Walk. There will be accent lighting on the buildings. We have asked he applicant to reduce the light levels in the area of the Starbucks drive through. 9. The building designs will include designs……. Architectural and Design Review Committee reviewed this plan on September 7 and again on Sept 21. 10. Building signage is proposed for the building. The applicant has provided a graphic of the proposed signage on the plans that were submitted. There is no monument sign proposed at this time. 11. Landscaping is proposed along the site frontages as well as within the parking areas. They are exceeding the interior landscaping requirements. There should be no visible rooftop mechanical equipment. Dumpsters are shown screened with fencing and landscaping. 12. There are regulated wetlands on site. IWA/CC approved the application on September 20 with a bond in the amount of $xx,000 to ensure compliance with the erosion and sediment control and $xx,000 for the stormwater structures. 1 13. Public water and sewer are available in Cottonwood Drive. Water Pollution Control Authority approval is required for the new sewer connection. 14. The applicant has provided a traffic report with this application. Based on the anticipated traffic volumes, the findings support the addition of a three way stop signa t the intersection of Cedar Ave and Cottonwood Lane. Other traffic impacts include the reduction in the LOS If this site plan is approved, the Planning Dept. requests that a phasing plan clearly delineating work being done in phase 2 being included in the final plan set. 2 300.00 40.00 180.0024.84146.81 820.41 150.00436.89320.00273.00 34.31 13.97 HOLLY DRIVE (PRIVATE)507.8396.46 272.42330.0026.86 526.50273.00 CEDAR AVENUE (PRIVATE)154.25175.00150.00160.07244.42 22.18107.35 314.40 151 (S)5.37 184.47801 815 179 265 216 800 216 252 216 251 235 216 245806 µ1 inch = 80 feet The information on this map is from a computer database accessed using a Geographic Information System (GIS). This is not a surveyproduct. The data provided on this map are provided for informationaland planning purposes only. The Town makes no claims or guaranteesabout the accuracy or currency of the contents of this map and expresslydisclaims liability for errors and omissions in its contents. Unauthorizedattempts to modify any information shown on this map or utilize thismap for other than its intended purposes are prohibited. Each user of thismap is responsible for determining its suitability for his or her intendeduse or purpose. In no event will the Town of South Windsor be liable forany damages, including loss of data, lost profits, business interruption,loss of business information or other pecuniary loss that might arise fromthe use of this map or the information it contains. Appl 23-32P, Proposed RestaurantsCedar Ave/Cottonwwod Lane PLANNING DEPARTMENT 06 4 USON��o 2� CERTIFIED MAIL 7022 2410 0000 6508 2902 October 12, 2023 Rock Emond SLR Consulting 99 Realty Drive Cheshire, CT 06410 Dear Mr. Emond: Re: Appl. 23-32P Evergreen Walk Unit 5 Site Plan We are pleased to advise you that the Planning & Zoning Commission voted on October 10, 2023 to approve with modifications the above referenced application for a Site Plan of Development. This approval is for a site plan for three retail/restaurant buildings totaling 10,725 sf., on property located southerly of Cedar Avenue and westerly of Buckland Road, Gateway Development zone, as shown on plans prepared by SLR Consulting, project #21167.00001 dated July 12, 2023 and as revised October 3, 2023. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including bonds in the amount of$20,000 to ensure compliance with the erosion and sediment control measures and $10,000 to ensure establishment of storm water system. 4. A landscape bond in the amount of$15,000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 5. All bonds must be in one of the forms described in the enclosed Bond Policy. 6. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 9. No building permits will be issued until the Office of State Traffic Administration certificate has been issued(per CGS §14-311). 10. The building street number must be included on the final plan. 11. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 12. All free-standing signs and/or building signs require the issuance of a sign permit before they are erected. 13. Engineering comments dated 10-10-23 must be incorporated into the final plans. 1540 Sullivan Avenue, South Windsor, CT 06074 1 Tel (860) 644-2511 Ezt 2329 1 Planning@SouthWindsor-CT.gov 14. The applicant is to return to the ADRC and PZC with final design of the 5,000-sf restaurant. 15. The requested parking reduction of 10%has been granted in accordance with Section 6.4.9 of the zoning regulations. 16. Utility connections on the rear of the buildings shall be screened by landscaping or physical barriers. 17. A barrier shall be provided in the landscaping design on the sides of the maple trees along the access drive to protect the trees. 18. A minimum of one accessible EV charging station shall be installed in each quadrant of the project, up to a minimum total of six on the site. EV-ready spaces shall be distributed in accordance with the regulations. 19. Bike racks shall be added in the vicinity of the Chipotle and Starbucks restaurants. Black and white transparent mylars of Sheets #C-1 through C-4 with the above modifications, together with three print copies of the entire set of plans with live signatures and raised seals (including architectural elevations and landscaping plans) must be submitted to this Commission to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission and the Water Pollution Control Authority must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, 'GGd pat'e" Bart Pacekonis, Chairman Planning and Zoning Commission BP/js cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Sarah Stine, O'Evergreen, LLC DDEV EV COTTONWOOD LANEUNIT3CEDAR AVENUE500' OFFSETUNIT3UNIT 12UNIT 2UNIT 10UNIT 12UNIT 2UNIT 10GTAOAOAOGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA2AAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAATITITITITITITITITIAOTITITITITITITITITITITIUNIT5BUCKLAND ROADTTEV EV MPEVEVEVEV 1234567891011121314DO NOTENTERDO NOTENTERDRIVE THRUENTRYSTOPEVDIGI TAL PICKUP AHEA DT DO NOTENTERKEY MAP/PROJECT SITE VICINITY MAP:PREPARED BY:CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUTOWNER/APPLICANT:O'EVERGREEN, LLC800 KELLY WAYHOLYOKE, MA 010400'100'200'01/2"1"0'500'1000'01/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMPROPOSED RESTAURANTSGENERAL NOTES1.REFERENCES ARE MADE TO THE FOLLOWING MAPS:A.BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON AN A-2 / T-2 SURVEY PREPARED BY SLRINTERNATIONAL CORPORATION, ENTITLED "TOPOGRAPHIC SURVEY". DATED: OCTOBER 19, 2021 AT ASCALE OF 1"=40'.B."SITE PLAN OF DEVELOPMENT FOR PEOPLESBANK, CEDAR AVE AND BUCKLAND RD, SOUTH WINDSOR,CONNECTICUT", DATED: JANUARY 18, 2022, SCALE: 1"=30', PREPARED BY: SLR INTERNATIONALCORPORATION.2.HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NAVD 1988.3.INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLEINFORMATION, MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THELOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL"CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR RESOLUTION.4.SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATAWHICH HAVE BEEN SUPPLIED BY OTHERS.5.ALL UTILITY SERVICES ARE TO BE UNDERGROUND. EXCEPT WHERE OVERHEAD PIPE BRIDGES CONNECTBETWEEN BUILDINGS. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GASARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.6.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.7.SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THESEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENTCOVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALLCONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, AND INALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.8.ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH GRASS OR SODDED,AS SHOWN ON THE PLANS.9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10.ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSORREQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM818 AND ADDENDUMS11.THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, ANDSTATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, ANDLOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTIONOF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORKWHICH DOES N0T CONFORM TO LOCAL CODE.12.ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINERAND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON-WORK HOURS.13.THE BUILDING IS TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER.14.COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THEPERMITTEE.15.THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE SILTATION CONTROL UNTILALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.16.PLANS PREPARED FOR REGULATORY APPROVAL ONLY.MESSIAH EVANGELICAL LUTHERANCHURCH300 BUCKLAND ROADSOUTH WINDSOR CT 06074WOLF & GUERRA LLC (252 BUCKLAND ROAD)989 ELLINGTON RDSOUTH WINDSOR CT 06074&BUCKLAND GATEWAY LLC (274 BUCKLAND ROAD)6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032BUCKLAND GATEWAY LLC6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032ROUNSEVILLE MARRION & ROYTRUSTEES206 BUCKLAND ROADSOUTH WINDSOR CT 06074BUCKLAND EAST LLC6 EXECUTIVE DRIVEFARMINGTON CT 06032KRISHRELTIC LLC213 WEST STREETBOLTON CT 06043EXISTING BANKPROPOSED RESTAURANTLOCATION MAPSCALE: 1"=1000'70.56870DHYHYD1009870.5GVWVGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDPROPOSED RESTAURANTPROPOSED RESTAURANTZONING DATA TABLEZONEGDSITE USERESTAURANT - FAST CASUAL, RETAIL, BANKREQUIREDAPPROVEDPROPOSEDMIN LOT AREA3 ACRES5.779 ACRESNO CHANGEMIN FRONTAGE200'520'NO CHANGEMIN LOT DEPTH200'440'NO CHANGEMIN FRONT SETBACK65'98.2'NO CHANGEMIN SIDE SETBACK 125'31.7'NO CHANGEMIN REAR SETBACK 110'>10'NO CHANGEMAX IMPERVIOUSCOVERAGE 260%54%NO CHANGEMAX BUILDING HEIGHT 360 FEET/4 STORIES FOR ANY BUILDING THAT IS AT LEAST 125FEET FROM A PUBLIC STREET RIGHT-OF-WAY30 FEET/2 STORIES FOR ANY BUILDING LOCATED WITHIN 125FEETOF THE PUBLIC STREET RIGHT-OF-WAY±21'NO CHANGEPARKING GENERATIONFINANCIAL: 1 SPACE PER 250 SQ. FT. OF GFA PLUS 1 PEREMPLOYEE (1/250*2,000 + 4 = 12)RESTAURANT: 1 SPACE PER 50 SQ. FT. OF GFA(1/50*(2,325+5,000+2400) = 195)RETAIL: 1 SPACE 200 SQ.FT. OF GFA(1/200*1000 = 5)TOTAL REQUIRED = 212 * 0.95 = 191191NO CHANGEEVSE PARKING SPACES 4-NONE REQUIRED FOR 1-15 SPACES-FOR >16 SPACES, PROVIDE 3% OF PARKING TOTAL (ROUNDEDUP) FOR APPLICATIONS BETWEEN 2012-2023 = 0.03*1915 = 6SPACES6NO CHANGELANDSCAPINGSEE NOTE 3NOTES:1. SIDE OR REAR YARDS MAY BE IGNORED ALONG COMMON BOUNDARIES OF CONSOLIDATED LOTS. (ZONING REGULATION4.2.7.D)2. REFLECTS FULL BUILD-OUT CONDITIONS APPROVED MARCH 15, 20223. SEE LAYOUT AND LANDSCAPING PLAN - SHEET LA FOR LANDSCAPING COMPLIANCE4. DISTANCE MEASURED FROM THE AVERAGE FINISHED GRADE WITHIN 10 FEET OF THE WALLS TO THE MEAN LEVEL BETWEEN THEEAVES AND RIDGE FOR GABLE, HIP OR GAMBREL ROOFS.5. A MODIFICATION/REDUCTION OF 10% OF THE REQUIRED PARKING MEETING SECTION 6.4.9 OF THE TOWN OF SOUTHWINDSOR ZONING REGULATIONS WAS GRANTED ON OCTOBER 10, 2023, PLEASE SEE TRAFFIC IMPACT AND PARKINGSTUDY FOR MORE INFORMATION.LIST OF DRAWINGS01TITLETITLE SHEET02ALAPPROVAL LETTERS03EXEXISTING CONDITIONS04LASITE PLAN - LAYOUT & LANDSCAPING05GUSITE PLAN - GRADING & UTILITIES10PHPHASING PLAN11SESEDIMENT AND EROSION CONTROL PLANSHEETS PERTINENT TO SITE PLAN AMENDMENT INCLUDED, PLEASEREFER TO APPLICATION 23-32P FOR SITE DETAILS AND ADDITIONAL INFORMATION06ENL-1ENLARGEMENT - STARBUCKS GRADING AND UTILITIES07ENL-2ENLARGEMENT - CHIPOTLE GRADING AND UTILITIES08ENL-3ENLARGEMENT - 5000 SF RESTAURANT GRADING AND UTILITIES09XCPLAN AND SECTION - DRIVETHRU AT STARBUCKS12SE-2SEDIMENT AND EROSION CONTROL DETAILS13SD-1SITE DETAILS14SD-2SITE DETAILS15SD-3SITE DETAILS16SD-4SITE DETAILS17SD-5SITE DETAILS18SD-6SITE DETAILS21167.00001JULY 12, 2023REVISED: AUGUST 7, 2023REVISED: SEPTEMBER 18, 2023REVISED: OCTOBER 3, 2023REVISED: DECEMBER 7, 2023 (CONDITIONS OF APPROVAL)REVISED: MARCH 15, 2024 (SITE PLAN AMENDMENT) SHEET NAMEDATEALPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 202321167.00001NOT TO SCALEAPPROVAL LETTERSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.02 OF 18DESCRIPTIONBYDATE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSITE PLAN AMENDMENTLCD02/23/2024SITE PLAN AMENDMENTLCD03/15/2024 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron Water141143139137139141143145147133147151147151149137135N41°55'58"W54.64'N61°03'24"W34.49'N74°58'06"W211.71'N79°57'22"W150.46'N74°16'40"W48.87'S15°43'20"W20.00'S74°16'40"E49.86'S79°57'22"E150.58'S74°58'06"E208.39'S61°03'24"E28.69'S41°55'58"E51.00'N48°48'27"E20.00'TEV EV MPEEEEEEEEEEEEEEEEEAPPROVED BANK AND ROAD LAYOUTCURRENTLY IN CONSTRUCTIONSHOWN FOR INFORMATIONEXISTING BANK2,000 S.F.SHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'EXISTING CONDITIONSSHEET NO.DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.0000103 OF 18SOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023CONDITIONS OF APPROVALLCD12/07/2023LCD03/15/2024SITE PLAN AMENDMENT TTEV EV MPEVEVEVEV DO NOTENTERDO NOTENTERDRIVE THRUENTRYSTOPEVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFDO NOTENTERTEV EV C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscConc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser52776"6"6"6"6"GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)SAN. MHT.F.=137.52Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)Area of Dense Vegetation-Contours Depicted per GISUnit 2Unit 10"LA Fitness"20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"Easement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)Easement In Favor of theYankee Gas Services Company(See Survey Notes 4.G & 16)Bit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4EasementIn Favor of theYankee GasServices Company(See Survey Note4.C)Limit of Ordinary HighWater (See SurveyNote 18)Bit. Parking40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PINI.PINI.PINArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-112100' UPLAND REVIEW AREA9'9'9'18'24'12'12'87'158'135'42'10'12'8'8'10'9'18'12'18'24'3461313731511628123698'32'84'1524'681151224'24'24'24'24'1189'8'8'8'9'8'8'8'9'8'8'8'R10'R5'R5'R20'R5'R5'R10'R20'R2'R5'R10'R22'R10'R5'R10'R25'R5'R54'R15'R29'R5'R10'R5'R1'R5'R2'R10'R2'GTAO5HVAOAOGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA26IW1IV1IV8IW4VL3VBAAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAATITITITITITITITITI5IS5AM3IS3VLAOTITITITITITITITITITITI27IS41PN5PN41PN3PM5RD2ED4SS6SE5SE6RD3ED5SS4PM4HV3VL13AM3HV4VB3HV3VB34CK23CK15CK14'X20' DUMPSTERMOBILEPICKUPSPACE36" X 36" CLEARANCE FOR CONTROL BOXDRIVE THRU CONCRETE5-PANEL MENU BOARD &ORDER POINT WITH CANOPYPRE-MENU BOARD& BOLLARDSIGN - DTCLEARANCE BARTRANSFORMERSITE LIGHTMOBILE PICKUPONLY LANE12'W X 44'LCONCRETEDRIVE AISLEPATIO RAILING WITHILLUMINATION14'X20' DUMPSTERENCLOSURECONCRETEPATIOBYPASS LANECONCRETECURB (TYP.)CLEARANCE BARSITE LIGHT (TYP.)LOOP DETECTOR CONDUITNUMBEREDPULL-IN SPACE(TYP. OF 3)RELOCATEEXISTING LIGHTPOLEPROTECTIVE BOLLARDBYPASS LANE10'X20' DUMPSTERENCLOSUREEXISTING STOPBAR AND SIGN TOBE MAINTAINEDEXISTING STOPBAR AND SIGN TOBE MAINTAINEDSTOP SIGN AND STOP BARTO BE COORDINATED WITHOTHERSSTANDARD ELECTRICALVEHICLE CHARGING SPACE(TYP. OF 2)SIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONRIGHT TURNONLY SIGNDO NOT ENTER(TYP. OF 2)ONE-WAYSIGNCOMBINED "DONOT ENTER" AND"STOP" SIGN(TYP. OF 2)DRIVE THRUWINDOW"STOP"/DIRECTIONAL SIGNMONUMENT SIGNUTILITY SCREENELECTRICAL VEHICLECHARGING SPACE WITH 5'PAINTED HATCH (TYP. OF 3)COMBINED "DO NOTENTER" AND "STOP" SIGNBOLLARD SIGNAGE SLEEVEFOR TIMED PARKING SPACES(TYP. OF 4)DOOR ACTUATORELECTRICAL PANEL"EXIT-ONLY/THANKYOU" SIGNPROTECTIVEBOLLARD (TYP.)BIKERACKS ON9.5'X6' PADYIELD SIGNTIMBER GUIDE RAIL-SEE DETAILPLAZA LIGHTDROP RAMPACCESSIBLE PARKING SPACESPATIO WITH CANOPYCODEQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSTREESAA19Acer rubrum 'Armstrong'Armstrong Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AO16Acer rubrum 'October Glory'October Glory Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AA21Amelanchier arboreaDowny Serviceberry6`/7` HT.B&BMULTI-STEMGT8Gleditsia triacanthos f. inermisThornless Honey Locust3.0" Cal.B&B6` MIN. BRANCHING HT.TI25Thuja x 'Green Giant'Green Giant Arborvitae8`/10` HT.B&BFULL & DENSESHRUBSAM18Aronia melanocarpaBlack ChokeberryCont.#3FULL & DENSEHV15Hamamelis virginianaCommon Witch HazelCont.#5FULL & DENSEIS35Ilex glabra 'Shamrock'Shamrock Inkberry HollyCont.#5FULL & DENSEIV2Ilex verticillata 'Jim Dandy'Jim Dandy WinterberryCont.#3FULL & DENSEIW14Ilex verticillata 'Winter Red'Winter Red WinterberryCont.#3FULL & DENSEVL10Viburnum lentagoNannyberryCont.#5FULL & DENSEVB10Viburnum prunifoliumBlackhaw ViburnumCont.#5FULL & DENSEGRASSESCK72Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed GrassCont.#3FULL & DENSEPN87Panicum virgatum 'Northwind'Northwind Switch GrassCont.#3SS9Schizachyrium scoparium 'The Blues'The Blues Little BluestemCont.#1PERENNIALSED5Echinacea purpurea 'Doubledecker'Doubledecker Purple ConeflowerCont.#1PM7Pycnanthemum muticumBlunt MountainmintCont.#1RD11Rudbeckia hirta 'Denver Daisy'Denver Daisy Black-eyed SusanCont.#1SE11Stachys monieriBetonyCont.#1PLANT SCHEDULESHEET NAMEDATELAPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - LAYOUT & LANDSCAPINGSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.04 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PLANTING NOTES1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISENOTED. THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTHOF SCREENED TOPSOIL, AS SPECIFIED, FOR ALL LAWN AREAS.AS NOTED ON THE DETAILS, SUBGRADE BENEATH PROPOSEDLAWN AREAS SHALL BE LOOSENED OR SCARIFIED TO A MINIMUMDEPTH OF 24 INCHES.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OFTOPSOIL.4.THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OFSHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. MULCHED PLANT BEDS SHALL EXTEND 12" FURTHERTHAN THE ADJACENT PLANTINGS. NO DYED MULCH.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY ATTIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARESUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT.7.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR APERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENTOF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BYTHE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OFTHE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANTLIST.8.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING ANDSHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT AT THE END OF THE WARRANTY PERIOD.MAINTENANCE SHALL INCLUDE WATERING, MULCHING,TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK ORDEAD PLANTS, RESETTING PLANTS TO PROPER GRADE ORUPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, ANDALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTSPROVIDED SHALL BE OF THE LARGER SIZE.10.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWINGSEASON.11.TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOTZONES DURING CONSTRUCTION AS SHOWN ON PLANS.LAYOUT NOTES1.CONCRETE SIDEWALKS, SHALL INCORPORATE ISOLATION JOINTS AND SCORE JOINTS PER THESPECIFICATIONS AND DETAILS, TYPICALLY NO MORE THAN 144 SQUARE FEET SHALL CONSTITUTE ACONTIGUOUS SLAB. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR INTERFACE AGAINST THEBUILDING.2.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.3.FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDING, REFER TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.4.ALL PROPOSED CURBING SHALL BE PRECAST CONCRETE CURB UNLESS OTHERWISE NOTED.5.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTINGROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCH THE LINE AND GRADE OF THEEXISTING SITE AMENITY.6.SITE LIGHTS DEPICTED WITH IN LAWN/LANDSCAPE AREAS SHALL MAINTAIN A 4"-6" FOUNDATIONREVEAL MAXIMUM, SITE LIGHTS DEPICTED IN PARKING LOTS SHALL HAVE A 3' EXPOSED HEIGHTCONCRETE FOUNDATION. SEE SITE ELECTRICAL PLAN FOR MORE INFORMATION.7.WHERE WALK AND PAVED DRIVE ARE SPECIFIED TO BE FLUSH, A FLUSH (FULL DEPTH) CONCRETE CURB SHALL ALSO BE INSTALLED.SEED MIXNEW ENGLAND WILDLIFE/CONSERVATION(OR APPROVED EQUAL)PLANTSGRAY DOGWOOD - SWIDA RACEMOSARED OSIER DOGWOOD - SWIDA SERICEA1.OWNER TO RETAIN QUALIFIED ECOLOGIST/BOTANIST TO FIELD IDENTIFYINVASIVE NON NATIVE VEGETATION WITHIN MANAGEMENT AREA. THEINVASIVE NON NATIVE VEGETATION SHALL BE MARKED IN THE FIELD WITHCOLORED FLAGGING FOR MANAGEMENT/REMOVAL.2.CONTRACTOR TO REMOVE MARKED VEGETATION USING MECHANICALMETHODS. ALL NON NATIVE VEGETATIVE MATTER/MATERIAL SHALL BEREMOVED FROM SITE AND DISPOSED OF AT AN APPROPRIATE APPROVEDFACILITY. NO BURYING OR COMPOSTING OF INVASIVE VEGETATIVE MATTERIS PERMITTED ON SITE. INSTALLATION OF GEOTEXTILE SILT FENCE ALONGTHE PERIMETER OF THE MANAGEMENT AREA WILL BE REQUIRED IF THEINVASIVE SPECIES REMOVAL AREA HAS ANY EXPOSED SOIL FOLLOWINGVEGETATION REMOVAL.3.RESTORATION PLANTINGS TO BE INSTALLED AT THE DIRECTION OF THEQUALIFIED ECOLOGIST/BOTANIST AND ONLY AFTER AREA HAS BEENPROPERLY CLEARED OF INVASIVE NON NATIVE VEGETATION.INVASIVE SPECIES MANAGEMENT NOTES AND PLANTINGSLANDSCAPING TABLE -RESTAURANTREQUIREDPROPOSEDINTERIOR LANDSCAPING(SECTION 6.4.6A)10% OF OVERALL PARKING SF(66,885 SF X 10%= 6,688.5 SQ FT)10,425 SFINTERIOR REQUIRED TREES(SECTION 6.4.6A)1 TREE PER 10 SPACES(191 SPACES/10= 19.2 TREES)36 INTERIORTREESTOWN COMMENTSLCD10/03/2023TENANT COMMENTSRYE10/04/2023CONDITIONS OF APPROVALJLS12/07/2023SITE PLAN AMENDMENTLCD03/15/2024 TTEV EV 154.5154.5MPEVEVEVEV 1234567891011121314EVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFC E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 146149147147146146146143142141140139138137136147147149150148150152145147145144143145146143142141139138144144146135153148154151150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE135100' UPLAND REVIEW AREASIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONHY D MPMPMPWVWVWVWVHYDMPwvwvMPwvMPwvwvEEwvwvMPE E E EEEEEEEEEEEEEEEEEwvwvwvwvwvMPFF= 138.5FF= 141.5FF= 145.0CLCB 12T.F.=143.0INV.=139.7(SW)INV.=139.7(E)CCB 8T.F.=139.9INV.=136.6(NW)INV.=136.6(SE)INV.=136.6(NE)CCB 15T.F.=144.2INV.=141.2(SW)CCB 18T.F.=140.4INV.=136.8(W)INV.=136.8(N)CCB 17T.F.=139.2INV.=134.2(NE)INV.=134.2(E)INV.=134.2(S)INV.=134.2(N)MH 7T.F.=138.1INV.=133.5(NE)INV.=133.5(NW)INV.=133.5(SE)INV.=134.8(N)CCB 19T.F.=138.8INV.=135.5(SE)INV.=135.5(S)CCB 10T.F.=138.0INV.=133.9(NW)INV.=133.9(SW)CCB 11T.F.=137.5INV.=134.2(SE)MH 4 (5' DIA)CONNECT TO EXISTING 24" HDPET.F.=136.5INV.=132.5(NW)INV.=132.5(SE)INV.=132.5(E)CCB 6T.F.=136.5INV.=133.2(SW)CLCB 5T.F.=135.2INV.=132.9(NE)INV.=132.9(SE)EX MH 1ADJUST TOP OF FRAMETO FINISHED GRADET.F.=136.0INV.=132.3(NE)INV.=132.3(SW)INV.=132.3(N)RAISE STRUCTURE ADJUSTTO MATCH PROPOSED CURBLINEEX CCB 1T.F.=136.2INV.=132.4(SW)INV.=132.4(NE)INV.=132.4(W)EX HDS 1ADJUST TOP OF FRAMETO FINISHED GRADET.F.=136.0INV.=132.4(E)INV.=132.4(S)RAIN GARDEN CONCRETEOVERFLOW STRUCTUREAD 24T.F.=144.5INV.=140.2(NW)CLCB 20T.F.=141.7INV.=138.2(NE)INV.=138.2(NW)INV.=138.2(SE)CLCB 23T.F.=144.7INV.=139.8(SE)INV.=139.8(S)CCB 22T.F.=143.9INV.=138.9(NW)INV.=138.9(N)CCB 13T.F.=143.9INV.=140.0(W)INV.=140.0(N)CLCB 14T.F.=143.9INV.=140.2(S)INV.=140.2(NE)RAIN GARDEN CONCRETEOVERFLOW STRUCTUREAD 25T.F.=136.5INV.=135.0(N)INV.=133.9(SE)INV.=133.5(W)CCB 18.1T.F.=140.7INV.=136.9(S)SAN MH 1T.F.=137.1INV.=131.4(SE)INV.=131.4(S)INV.=131.3(N)SAN MH 3 (DROP)T.F.=140.0INV.=135.6(E)INV.=129.7(W)INV.=135.6(NE)YD 7.1 W/ ADA GRATET.F.=138.4INV.=135.1(S)105'-12" HDPES=2.48%31'-12" HDPES=0.65%116'-12" HDPES=1.12%40'-12" HDPES=0.75%52'-18" HDPES=0.77%104'-18" HDPES=0.96%56'-12" HDPES=1.79%53'-18" HDPES=5.85%62'-12" RCPS=0.65%45'-12" HDPES=0.67%123'-12" HDPES=2.52%27'-12" HDPES=1.48%135'-15" HDPES=0.52%82'-15" HDPES=1.95%168'-15" HDPES=0.54%40'-12" HDPES=0.75%19'-12" HDPES=1.05%18'-8" HDPES=5.56%12'-12" HDPES=0.83%39'-6" PVCS=1.03%36'-12" HDPES=0.83%SAN MH 2T.F.=142.3INV.=138.6(SE)INV.=138.6(S)INV.=138.5(N)APPROVED BANKAND ROAD LAYOUTCURRENTLY INOPERATIONLIMIT OF DEVELOPMENTWATER METER PIT (TYP.)CONNECT TO EXISTING 8" DIP WATER MAINCOORDINATE WITH CT WATER COMPANYCONNECT TO EXISTINGSANITARY STUBINV.=±130.91 12" COPPER TYPE-K DOMESTICWATER SERVICE6" DIP CL-52FIRE PROTECTIONFIRE HYDRANTASSEMBLY2" VENTEXISTING 50' CONCRETE LEVEL SPREADERTO BE CLEANED BEFORE AND AFTERCONSTRUCTION, SHALL BE PROTECTEDTHROUGHOUT CONSTRUCTIONUPLAND REVIEW ACTIVITY±30,350 S.F.CLEARING/GRUBBING,STORMWATER/UTILITYINSTALLATION, BUILDINGS,PARKING LOT, AND MOBILEPICKUP/DRIVETHRU6" SANITARY CONNECTIONINV.=138.0S=1.0% MIN.CONNECT TO EXISTINGSANITARY STUBINV.=±128.28" STORM CONNECTIONINV.=140.5S=0.5% MIN.8" STORMCONNECTIONINV.=137.01,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVED EQUALT.F.=142.3INV.=139.2(SW)INV.=138.8(NE)6" SANITARY CONNECTIONINV.=140.5S=1.0% MIN.CONNECT TO EXISTINGSANITARY MANHOLECONFIRM INVERT PRIORTO CONNECTIONINV.=±136.01,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVED EQUALT.F. =137.3INV.=131.8(SE)INV.=131.5(NW)CONVERT EXISTINGSTRUCTURE TO CLCB4" SANITARY CONNECTIONSEE MEP PLANS FOR CONTINUATION-INCREASE TO 6" PVC 5' OUTSIDETHE BUILDINGINV.=133.0S=1.0% MIN.8" ROOFCOLLECTOR PIPES=0.5% MIN.8" STORMCONNECTIONINV.=137.0S=0.5% MIN.6" HDPE UNDERDRAIN1,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVED EQUALT.F. =139.3INV.=136.6(E)INV.=136.3(W)CONNECT TO EXISTINGGAS MAINCONNECT TOEXISTING CCBINV.=134.01 12" WATER SERVICETRANSFORMER ANDELECTRICAL CONDUITLAYOUT FORINFORMATIONALPURPOSES ONLYDESIGNED BY OTHERSCONNECT TO EXISTINGGAS MAINCONCRETE ENCASEMENT(TYP. OF 2)139140141142143144145141141140140141140140139138137136138139137138137138137136140139140141141141141142142143143142143144143144144143144145145145146147148149150151152144145147148149150151146144145144143142143143143143144142141142142143144144143143143140140139138138138137137137136137136136135134133136136138139142139141140139145145SHEET NAMEDATEGUPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - GRADING & UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.05 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.000011.ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2.ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:UTILITY NOTES:1.LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2.MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3.INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4.INSTALL CLEANOUT 5' FROM FACE OF BUILDING5.COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.SANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATERSYSTEMS ON THE PROPERTY. THE STORMWATER SYSTEM CONSISTS OF PIPING AND CATCHBASINS.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATERMAINTENANCE PROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLEFOR IMPLEMENTATION OF THIS PROGRAM.A.CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 2-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OFCOLLECTING COARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PERYEAR, TYPICALLY WHEN THE SITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THEFALL AFTER ALL THE LEAVES HAVE FALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPEINVERT OR NOT LESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLYTHE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN ANAPPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B.PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR INTHE SPRING AFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15.FRONT-END LOADERS, BACKHOES, OR VACUUM TRUCKS CAN BE USED TO REMOVE THEACCUMULATED SEDIMENT FOLLOWED BY MANUAL REMOVAL OF SEDIMENT DEPOSITED AROUNDTHE OUTLET CONTROL DEVICE. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITELOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS. THE DISTURBED AREASHOULD BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS SEED AND MULCHED WITH HAYAFTER REMOVAL OPERATIONS ARE COMPLETED TO PREVENT THE OUTLET CONTROL DEVICE FROMCLOGGING.C.LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOILEROSION. USE IF FERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENTAPPLICATION PROCESSES.RYE03/06/2024CTWATER COORDINATIONLCD02/23/2024SITE PLAN AMENDMENTLCD03/15/2024SITE PLAN AMENDMENT C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterBit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)8" Ductile Iron WaterTEV EV 146149147147146146146143142141140139138137136147147149150148150152145147145144143145146143142141139138144144146135153148154151150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE135100' UPLAND REVIEW AREAHY D MPMPMPWVWVWVWVHYDMPwvwvMPwvMPwvwvEEwvwvMPE E E EEEEEEEEEEEEEEEEEwvwvwvwvwvTTEV EV MPEVEVEVEV 1234567891011121314EVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFMPFF= 138.5FF= 141.5FF= 145.0PHASE 1PHASE 2PHASE 3SHEET NAMEDATEPHPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'PHASING PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.10 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PHASING PLAN LEGENDPHASE 1PHASE 2PHASE 3TOWN COMMENTSLCD10/03/2023CONDITIONS OF APPROVALLCD12/07/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Bit.Bit.Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault BlockRetainingWall6"6"6"6"6"42" Maple28" Maple42" Maple30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.04" PVCINV.=149.6GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterN41°55'58"W54.64'N61°03'24"W34.49'N74°58'06"W211.71'N79°57'22"W150.46'N74°16'40"W48.87'S15°43'20"W20.00'S74°16'40"E49.86'S79°57'22"E150.58'S74°58'06"E208.39'S61°03'24"E28.69'S41°55'58"E51.00'N48°48'27"E20.00'TEV EV 154.5154.5MPEEEEEEEEEEEEEEEEEHY D MPEESOIL STOCKPILES SHALL NOT BELOCATED WITHIN 65' BUILDINGSETBACK ALONG BUCKLAND ROADMPFF= 138.5FF= 141.5FF= 145.0IPSTKSWSFCETTEV EV MPEVEVEVEV 1234567891011121314DO NOTENTERDO NOTENTERDRIVE THRUENTRYSTOPEVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFDO NOTENTER100' UPLAND REVIEW AREA139140141142143144145141141140140141140140139138137136138139137138137138137136140139140141141141141142142143143142143144143144144143144145145145146147148149150151152144145147148149150151146144145144143142143143143143144142141142142143144144143143143140140139138138138137137137136137136136135134133136136138139142139141140139145145SHEET NAMEDATESE-1PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 20231"=30'SEDIMENT AND EROSION CONTROL PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.11 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBEDWITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED ANDMAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL, CONNECTICUT - 2002", TOWN OF SOUTH WINDSOR, AND IN ALL CASES BESTMANAGEMENT PRACTICES SHALL PREVAIL.1.PURPOSE AND DESCRIPTION OF PROJECT1.1.CONSTRUCTION OF 3 PROPOSED RESTAURANTS.1.2.ESTIMATED AREA OF DISTURBANCE: ±3.2 ACRES2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS2.1.CUTS AND FILLS ASSOCIATED WITH PARKING AND BUILDING CONSTRUCTION.2.2.PROTECTION OF ON-SITE AND OFF-SITE STORM DRAINAGE.3.IDENTIFICATION OF OTHER POSSIBLE PERMITS3.1.THE PERMITS REQUIRED FOR THIS PROJECT ARE A LOCAL INLAND WETLANDS ANDWATERCOURSES PERMIT AND PLANNING AND ZONING PERMITS4.CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:4.1.DETAILED SOIL EROSION AND SEDIMENT CONTROL PLAN.5.PARTY RESPONSIBLE FOR SOIL AND EROSION CONTROLS5.1.SITE CONTRACTORSOIL EROSION AND SEDIMENT CONTROL NARRATIVETEMPORARY STOCKPILESURROUND WITHSEDIMENT FILTER FENCEEROSION CONTROL LEGENDCONSTRUCTION ENTRANCESEDIMENT FILTER FENCEINLET PROTECTION.STRAW WATTLECESFSWSTKIP1.SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OF SUCHINSPECTIONS SHALL BE MAINTAINED AT THE SITE.2.THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATED BYCHANGING SITE CONDITIONS3.INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4.ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5.THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS.6.A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BEMAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7.ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION AND SEDIMENTREMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023CONDITIONS OF APPROVALLCD12/07/2023LCD03/15/2024SITE PLAN AMENDMENT FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" BRK-1AC-1 BRK-1A BRK-2 MTL-2 BRK-4 BRK-1B BRK-1A BRK-1A GL-1 MTL-4 MTL-4MTL-4 MTL-2 BRK-1B 6' - 0" FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" MTL-2 MTL-1 MTL-2 MTL-1 MTL-2 MTL-1 BRK-2 BRK-1AMTL-2BRK-1AGL-1 GL-1 MTL-4 BRK-4 FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" MTL-2 BRK-4BRK-1A BRK-1A C-1 GL-1 BRK-1A FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" BRK-4 BRK-1A BRK-1A C-1 DRAWING NUMBER DRAWING INFORMATION DRAWING TITLE PROJECT OWNER/CLIENT SEAL CONSULTANT ARCHITECT Job Number: Checked By: Drawn ByCopyright © 2017 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.Boston + Tampa BKA Architects, Inc. bkaarchitects.com OWNER/CLIENT ISSUED REVISIONS DATE DESCRIPTION3/4/2024 2:29:55 PMC:\_Revit\LocalSave\224027_Sally_So-Windsor-CT_lheyGN8H4.rvtLMH DG 224027 BUCKLAND RD & CEDAR AVE SOUTH WINDSOR, CT 06074 EXTERIOR BUILDING ELEVATION & GENERAL NOTES SALLY'S APIZZA SALLY'S APIZZA A 300 DATE DESCRIPTION 1/8" = 1'-0" EAST ELEVATION1 1/8" = 1'-0" NORTH ELEVATION2 1/8" = 1'-0" SOUTH ELEVATION3 1/8" = 1'-0" WEST ELEVATION4 FINISH SPECIFICATIONS - EXTERIOR TYPE MARK MATERIAL MANUFACTURER FINISH / SIZE DESCRIPTION INSTALLATION CONTACT COMMENTS BRK-1A WHITE MATTE BRICK MATTE WHITE BRK-1B WHITE MATTE BRICK W/ SHADOW MATTE WHITE BRK-2 WHITE GLAZED BRICK W/ BRICK 1A & BRICK 1B VARIES BRK-4 BRICK RED/WHITE C-1 STAINED CONCRETE MTL-1 CORRUGATED METAL BLACK RIBBED MTL-2 SLATTED METAL BLACK VERTICAL INSTALLATION MTL-4 POWDER COATED BRAKE METAL BLACK / 3/4" 142 Crescent Street Brockton, MA 02302 508.583.5603 bkaarchitects.com Boston + Brockton V-01 SALLY'S APIZZA BUCKLAND RD & CEDAR AVE SOUTH WINDSOR, CT 06074 EXTERIOR VIEW- 01 03/04/2024 BKA #224027 142 Crescent Street Brockton, MA 02302 508.583.5603 bkaarchitects.com Boston + Brockton V-02 SALLY'S APIZZA BUCKLAND RD & CEDAR AVE SOUTH WINDSOR, CT 06074 EXTERIOR VIEW- 02 03/04/2024 BKA #224027 DDEV EV COTTONWOOD LANEUNIT3CEDAR AVENUE500' OFFSETUNIT3UNIT 12UNIT 2UNIT 10UNIT 12UNIT 2UNIT 10GTAOAOAOGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA2AAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAATITITITITITITITITIAOTITITITITITITITITITITIUNIT5BUCKLAND ROADTTEV EV MPEVEVEVEV 1234567891011121314DO NOTENTERDO NOTENTERDRIVE THRUENTRYSTOPEVDIGI TAL PICKUP AHEA DT DO NOTENTERKEY MAP/PROJECT SITE VICINITY MAP:PREPARED BY:CEDAR AVENUE AND BUCKLAND ROADSOUTH WINDSOR, CONNECTICUTOWNER/APPLICANT:O'EVERGREEN, LLC800 KELLY WAYHOLYOKE, MA 010400'100'200'01/2"1"0'500'1000'01/2"1"Copyright SLR International Corporation - 2021Know what'sbelow.before you dig.CallRwww.cbyd.com99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMPROPOSED RESTAURANTSGENERAL NOTES1.REFERENCES ARE MADE TO THE FOLLOWING MAPS:A.BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON AN A-2 / T-2 SURVEY PREPARED BY SLRINTERNATIONAL CORPORATION, ENTITLED "TOPOGRAPHIC SURVEY". DATED: OCTOBER 19, 2021 AT ASCALE OF 1"=40'.B."SITE PLAN OF DEVELOPMENT FOR PEOPLESBANK, CEDAR AVE AND BUCKLAND RD, SOUTH WINDSOR,CONNECTICUT", DATED: JANUARY 18, 2022, SCALE: 1"=30', PREPARED BY: SLR INTERNATIONALCORPORATION.2.HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NAVD 1988.3.INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLEINFORMATION, MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED APPROXIMATE. THELOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO BEGINNING CONSTRUCTION. CALL"CALL BEFORE YOU DIG", 1-800-922-4455. ALL UTILITY LOCATIONS THAT DO NOT MATCH THE VERTICAL ORHORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THEENGINEER FOR RESOLUTION.4.SLR INTERNATIONAL CORPORATION ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATAWHICH HAVE BEEN SUPPLIED BY OTHERS.5.ALL UTILITY SERVICES ARE TO BE UNDERGROUND. EXCEPT WHERE OVERHEAD PIPE BRIDGES CONNECTBETWEEN BUILDINGS. THE EXACT LOCATION AND SIZE OF ELECTRIC, TELEPHONE, CABLE TELEVISION AND GASARE TO BE DETERMINED BY THE RESPECTIVE UTILITY COMPANIES.6.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.7.SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBED WITHIN THESEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED AND MAINTAINED UNTIL PERMANENTCOVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALLCONFORM TO THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL, CONNECTICUT - 2002, AND INALL CASES BEST MANAGEMENT PRACTICES SHALL PREVAIL.8.ALL DISTURBED AREAS SHALL RECEIVE A MINIMUM OF 6" TOPSOIL, AND BE SEEDED WITH GRASS OR SODDED,AS SHOWN ON THE PLANS.9.ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE.10.ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE TOWN OF SOUTH WINDSORREQUIREMENTS AND TO THE APPLICABLE SECTIONS OF THE STATE OF CONNECTICUT DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL CONSTRUCTION, FORM818 AND ADDENDUMS11.THE PLANS REQUIRE A CONTRACTOR'S WORKING KNOWLEDGE OF LOCAL, MUNICIPAL, WATER AUTHORITY, ANDSTATE CODES FOR UTILITY SYSTEMS. ANY CONFLICTS BETWEEN MATERIALS AND LOCATIONS SHOWN, ANDLOCAL REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE EXECUTIONOF WORK. THE ENGINEER WILL NOT BE HELD LIABLE FOR COSTS INCURRED TO IMPLEMENT OR CORRECT WORKWHICH DOES N0T CONFORM TO LOCAL CODE.12.ALL FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS SHOULD BE STORED IN A SECONDARY CONTAINERAND REMOVED TO A LOCKED INDOOR AREA WITH AN IMPERVIOUS FLOOR DURING NON-WORK HOURS.13.THE BUILDING IS TO BE SERVED BY PUBLIC WATER AND SANITARY SEWER.14.COMPLIANCE WITH THE PERMIT CONDITIONS IS THE RESPONSIBILITY OF BOTH THE CONTRACTOR AND THEPERMITTEE.15.THE PROPERTY OWNER MUST MAINTAIN (REPAIR/REPLACE WHEN NECESSARY) THE SILTATION CONTROL UNTILALL DEVELOPMENT ACTIVITY IS COMPLETED AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED.16.PLANS PREPARED FOR REGULATORY APPROVAL ONLY.MESSIAH EVANGELICAL LUTHERANCHURCH300 BUCKLAND ROADSOUTH WINDSOR CT 06074WOLF & GUERRA LLC (252 BUCKLAND ROAD)989 ELLINGTON RDSOUTH WINDSOR CT 06074&BUCKLAND GATEWAY LLC (274 BUCKLAND ROAD)6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032BUCKLAND GATEWAY LLC6 EXECUTIVE DRIVE SUITE 100FARMINGTON CT 06032ROUNSEVILLE MARRION & ROYTRUSTEES206 BUCKLAND ROADSOUTH WINDSOR CT 06074BUCKLAND EAST LLC6 EXECUTIVE DRIVEFARMINGTON CT 06032KRISHRELTIC LLC213 WEST STREETBOLTON CT 06043EXISTING BANKPROPOSED RESTAURANTLOCATION MAPSCALE: 1"=1000'70.56870DHYHYD1009870.5GVWVGVWVEXISTINGPROPOSEDSTREET LINEPROPERTY LINESETBACK LINEMAJOR CONTOURMINOR CONTOURSPOT GRADETREE LINETREE/ SHRUBSTONEWALLSITE LIGHTHYDRANTWATER VALVEGAS VALVECATCH BASINMANHOLE/YARD DRAINSANITARY SEWER W/MANHOLESTORM DRAINWATER MAINGAS MAINELECTRIC LINEELECTRIC, TELEPHONE, CABLEUTILITY POLETRAFFIC SIGNIRON PIPEMONUMENTEDGE OF PAVEMENT W/CURBGUARD RAILCHAIN LINK FENCEWATERCOURSEWETLANDTGLEGENDPROPOSED RESTAURANTPROPOSED RESTAURANTZONING DATA TABLEZONEGDSITE USERESTAURANT - FAST CASUAL, RETAIL, BANKREQUIREDAPPROVEDPROPOSEDMIN LOT AREA3 ACRES5.779 ACRESNO CHANGEMIN FRONTAGE200'520'NO CHANGEMIN LOT DEPTH200'440'NO CHANGEMIN FRONT SETBACK65'98.2'NO CHANGEMIN SIDE SETBACK 125'31.7'NO CHANGEMIN REAR SETBACK 110'>10'NO CHANGEMAX IMPERVIOUSCOVERAGE 260%54%NO CHANGEMAX BUILDING HEIGHT 360 FEET/4 STORIES FOR ANY BUILDING THAT IS AT LEAST 125FEET FROM A PUBLIC STREET RIGHT-OF-WAY30 FEET/2 STORIES FOR ANY BUILDING LOCATED WITHIN 125FEETOF THE PUBLIC STREET RIGHT-OF-WAY±21'NO CHANGEPARKING GENERATIONFINANCIAL: 1 SPACE PER 250 SQ. FT. OF GFA PLUS 1 PEREMPLOYEE (1/250*2,000 + 4 = 12)RESTAURANT: 1 SPACE PER 50 SQ. FT. OF GFA(1/50*(2,325+5,000+2400) = 195)RETAIL: 1 SPACE 200 SQ.FT. OF GFA(1/200*1000 = 5)TOTAL REQUIRED = 212 * 0.95 = 191191NO CHANGEEVSE PARKING SPACES 4-NONE REQUIRED FOR 1-15 SPACES-FOR >16 SPACES, PROVIDE 3% OF PARKING TOTAL (ROUNDEDUP) FOR APPLICATIONS BETWEEN 2012-2023 = 0.03*1915 = 6SPACES6NO CHANGELANDSCAPINGSEE NOTE 3NOTES:1. SIDE OR REAR YARDS MAY BE IGNORED ALONG COMMON BOUNDARIES OF CONSOLIDATED LOTS. (ZONING REGULATION4.2.7.D)2. REFLECTS FULL BUILD-OUT CONDITIONS APPROVED MARCH 15, 20223. SEE LAYOUT AND LANDSCAPING PLAN - SHEET LA FOR LANDSCAPING COMPLIANCE4. DISTANCE MEASURED FROM THE AVERAGE FINISHED GRADE WITHIN 10 FEET OF THE WALLS TO THE MEAN LEVEL BETWEEN THEEAVES AND RIDGE FOR GABLE, HIP OR GAMBREL ROOFS.5. A MODIFICATION/REDUCTION OF 10% OF THE REQUIRED PARKING MEETING SECTION 6.4.9 OF THE TOWN OF SOUTHWINDSOR ZONING REGULATIONS WAS GRANTED ON OCTOBER 10, 2023, PLEASE SEE TRAFFIC IMPACT AND PARKINGSTUDY FOR MORE INFORMATION.LIST OF DRAWINGS01TITLETITLE SHEET02ALAPPROVAL LETTERS03EXEXISTING CONDITIONS04LASITE PLAN - LAYOUT & LANDSCAPING05GUSITE PLAN - GRADING & UTILITIES10PHPHASING PLAN11SESEDIMENT AND EROSION CONTROL PLANSHEETS PERTINENT TO SITE PLAN AMENDMENT INCLUDED, PLEASEREFER TO APPLICATION 23-32P FOR SITE DETAILS AND ADDITIONAL INFORMATION06ENL-1ENLARGEMENT - STARBUCKS GRADING AND UTILITIES07ENL-2ENLARGEMENT - CHIPOTLE GRADING AND UTILITIES08ENL-3ENLARGEMENT - 5000 SF RESTAURANT GRADING AND UTILITIES09XCPLAN AND SECTION - DRIVETHRU AT STARBUCKS12SE-2SEDIMENT AND EROSION CONTROL DETAILS13SD-1SITE DETAILS14SD-2SITE DETAILS15SD-3SITE DETAILS16SD-4SITE DETAILS17SD-5SITE DETAILS18SD-6SITE DETAILS21167.00001JULY 12, 2023REVISED: AUGUST 7, 2023REVISED: SEPTEMBER 18, 2023REVISED: OCTOBER 3, 2023REVISED: DECEMBER 7, 2023 (CONDITIONS OF APPROVAL)REVISED: MARCH 15, 2024 (SITE PLAN AMENDMENT) SHEET NAMEDATEALPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 202321167.00001NOT TO SCALEAPPROVAL LETTERSSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.02 OF 18DESCRIPTIONBYDATE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COMSITE PLAN AMENDMENTLCD02/23/2024SITE PLAN AMENDMENTLCD03/15/2024 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron Water141143139137139141143145147133147151147151149137135N41°55'58"W54.64'N61°03'24"W34.49'N74°58'06"W211.71'N79°57'22"W150.46'N74°16'40"W48.87'S15°43'20"W20.00'S74°16'40"E49.86'S79°57'22"E150.58'S74°58'06"E208.39'S61°03'24"E28.69'S41°55'58"E51.00'N48°48'27"E20.00'TEV EV MPEEEEEEEEEEEEEEEEEAPPROVED BANK AND ROAD LAYOUTCURRENTLY IN CONSTRUCTIONSHOWN FOR INFORMATIONEXISTING BANK2,000 S.F.SHEET NAMEDATEEXPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'EXISTING CONDITIONSSHEET NO.DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.0000103 OF 18SOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023CONDITIONS OF APPROVALLCD12/07/2023LCD03/15/2024SITE PLAN AMENDMENT TTEV EV MPEVEVEVEV DO NOTENTERDO NOTENTERDRIVE THRUENTRYSTOPEVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFDO NOTENTERTEV EV C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscConc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser52776"6"6"6"6"GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)SAN. MHT.F.=137.52Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)Area of Dense Vegetation-Contours Depicted per GISUnit 2Unit 10"LA Fitness"20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"Easement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)Easement In Favor of theYankee Gas Services Company(See Survey Notes 4.G & 16)Bit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4EasementIn Favor of theYankee GasServices Company(See Survey Note4.C)Limit of Ordinary HighWater (See SurveyNote 18)Bit. Parking40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PINI.PINI.PINArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-112100' UPLAND REVIEW AREA9'9'9'18'24'12'12'87'158'135'42'10'12'8'8'10'9'18'12'18'24'3461313731511628123698'32'84'1524'681151224'24'24'24'24'1189'8'8'8'9'8'8'8'9'8'8'8'R10'R5'R5'R20'R5'R5'R10'R20'R2'R5'R10'R22'R10'R5'R10'R25'R5'R54'R15'R29'R5'R10'R5'R1'R5'R2'R10'R2'GTAO5HVAOAOGTGTAAAAAAAAAAAAAAAAAAAAAOAOAOAOGTAA26IW1IV1IV8IW4VL3VBAAAOAOAOAAAAAATITITITIAOAOGTGTGTAOAOAOGTTIAAAAAAAAAATITITITITITITITITI5IS5AM3IS3VLAOTITITITITITITITITITITI27IS41PN5PN41PN3PM5RD2ED4SS6SE5SE6RD3ED5SS4PM4HV3VL13AM3HV4VB3HV3VB34CK23CK15CK14'X20' DUMPSTERMOBILEPICKUPSPACE36" X 36" CLEARANCE FOR CONTROL BOXDRIVE THRU CONCRETE5-PANEL MENU BOARD &ORDER POINT WITH CANOPYPRE-MENU BOARD& BOLLARDSIGN - DTCLEARANCE BARTRANSFORMERSITE LIGHTMOBILE PICKUPONLY LANE12'W X 44'LCONCRETEDRIVE AISLEPATIO RAILING WITHILLUMINATION14'X20' DUMPSTERENCLOSURECONCRETEPATIOBYPASS LANECONCRETECURB (TYP.)CLEARANCE BARSITE LIGHT (TYP.)LOOP DETECTOR CONDUITNUMBEREDPULL-IN SPACE(TYP. OF 3)RELOCATEEXISTING LIGHTPOLEPROTECTIVE BOLLARDBYPASS LANE10'X20' DUMPSTERENCLOSUREEXISTING STOPBAR AND SIGN TOBE MAINTAINEDEXISTING STOPBAR AND SIGN TOBE MAINTAINEDSTOP SIGN AND STOP BARTO BE COORDINATED WITHOTHERSSTANDARD ELECTRICALVEHICLE CHARGING SPACE(TYP. OF 2)SIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONRIGHT TURNONLY SIGNDO NOT ENTER(TYP. OF 2)ONE-WAYSIGNCOMBINED "DONOT ENTER" AND"STOP" SIGN(TYP. OF 2)DRIVE THRUWINDOW"STOP"/DIRECTIONAL SIGNMONUMENT SIGNUTILITY SCREENELECTRICAL VEHICLECHARGING SPACE WITH 5'PAINTED HATCH (TYP. OF 3)COMBINED "DO NOTENTER" AND "STOP" SIGNBOLLARD SIGNAGE SLEEVEFOR TIMED PARKING SPACES(TYP. OF 4)DOOR ACTUATORELECTRICAL PANEL"EXIT-ONLY/THANKYOU" SIGNPROTECTIVEBOLLARD (TYP.)BIKERACKS ON9.5'X6' PADYIELD SIGNTIMBER GUIDE RAIL-SEE DETAILPLAZA LIGHTDROP RAMPACCESSIBLE PARKING SPACESPATIO WITH CANOPYCODEQTYBOTANICAL NAMECOMMON NAMESIZECONT.COMMENTSTREESAA19Acer rubrum 'Armstrong'Armstrong Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AO16Acer rubrum 'October Glory'October Glory Red Maple3.0" Cal.B&B6` MIN. BRANCHING HT.AA21Amelanchier arboreaDowny Serviceberry6`/7` HT.B&BMULTI-STEMGT8Gleditsia triacanthos f. inermisThornless Honey Locust3.0" Cal.B&B6` MIN. BRANCHING HT.TI25Thuja x 'Green Giant'Green Giant Arborvitae8`/10` HT.B&BFULL & DENSESHRUBSAM18Aronia melanocarpaBlack ChokeberryCont.#3FULL & DENSEHV15Hamamelis virginianaCommon Witch HazelCont.#5FULL & DENSEIS35Ilex glabra 'Shamrock'Shamrock Inkberry HollyCont.#5FULL & DENSEIV2Ilex verticillata 'Jim Dandy'Jim Dandy WinterberryCont.#3FULL & DENSEIW14Ilex verticillata 'Winter Red'Winter Red WinterberryCont.#3FULL & DENSEVL10Viburnum lentagoNannyberryCont.#5FULL & DENSEVB10Viburnum prunifoliumBlackhaw ViburnumCont.#5FULL & DENSEGRASSESCK72Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed GrassCont.#3FULL & DENSEPN87Panicum virgatum 'Northwind'Northwind Switch GrassCont.#3SS9Schizachyrium scoparium 'The Blues'The Blues Little BluestemCont.#1PERENNIALSED5Echinacea purpurea 'Doubledecker'Doubledecker Purple ConeflowerCont.#1PM7Pycnanthemum muticumBlunt MountainmintCont.#1RD11Rudbeckia hirta 'Denver Daisy'Denver Daisy Black-eyed SusanCont.#1SE11Stachys monieriBetonyCont.#1PLANT SCHEDULESHEET NAMEDATELAPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - LAYOUT & LANDSCAPINGSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.04 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PLANTING NOTES1.THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALLUNDERGROUND UTILITIES PRIOR TO EXCAVATING PLANT PITS.2.SEED ALL DISTURBED AREAS TO LAWN UNLESS OTHERWISENOTED. THE CONTRACTOR SHALL PROVIDE A 6" MINIMUM DEPTHOF SCREENED TOPSOIL, AS SPECIFIED, FOR ALL LAWN AREAS.AS NOTED ON THE DETAILS, SUBGRADE BENEATH PROPOSEDLAWN AREAS SHALL BE LOOSENED OR SCARIFIED TO A MINIMUMDEPTH OF 24 INCHES.3.ALL PLANTING BEDS SHALL HAVE 12" MINIMUM DEPTH OFTOPSOIL.4.THE CONTRACTOR SHALL PROVIDE A 4" MIN. DEPTH OFSHREDDED BARK MULCH OVER ALL PLANTING BEDS AND TREEPLANTINGS. MULCHED PLANT BEDS SHALL EXTEND 12" FURTHERTHAN THE ADJACENT PLANTINGS. NO DYED MULCH.5.ALL PLANT MATERIAL IS SUBJECT TO INSPECTION ANDAPPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO AND AFTERPLANTING.6.PLANT SPECIES MAY BE ADJUSTED BASED ON AVAILABILITY ATTIME OF PLANTING. ALL PLANT MATERIAL SUBSTITUTIONS ARESUBJECT TO REVIEW AND APPROVAL BY THE LANDSCAPEARCHITECT.7.ALL PLANT MATERIALS SHALL CARRY A FULL GUARANTEE FOR APERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, TOINCLUDE PROMPT TREATMENT OR REMOVAL AND REPLACEMENTOF ANY PLANTS FOUND TO BE IN AN UNHEALTHY CONDITION BYTHE LANDSCAPE ARCHITECT. ALL REPLACEMENTS SHALL BE OFTHE SAME KIND AND SIZE OF PLANTS SPECIFIED IN THE PLANTLIST.8.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER PLANTING ANDSHALL CONTINUE UNTIL ACCEPTANCE BY THE LANDSCAPEARCHITECT AT THE END OF THE WARRANTY PERIOD.MAINTENANCE SHALL INCLUDE WATERING, MULCHING,TIGHTENING & REPLACING OF GUYS, REPLACEMENT OF SICK ORDEAD PLANTS, RESETTING PLANTS TO PROPER GRADE ORUPRIGHT (PLUMB) POSITION, RESTORATION OF SAUCERS, ANDALL OTHER CARE NEEDED FOR PROPER GROWTH OF THE PLANTS.9.WHERE A SIZE RANGE IS SPECIFIED AT LEAST 50% OF PLANTSPROVIDED SHALL BE OF THE LARGER SIZE.10.CONTRACTOR TO REMOVE TREE STAKES AFTER ONE GROWINGSEASON.11.TAKE NOTE TO PROTECT ROOT ZONES OF EXISTING TREES ROOTZONES DURING CONSTRUCTION AS SHOWN ON PLANS.LAYOUT NOTES1.CONCRETE SIDEWALKS, SHALL INCORPORATE ISOLATION JOINTS AND SCORE JOINTS PER THESPECIFICATIONS AND DETAILS, TYPICALLY NO MORE THAN 144 SQUARE FEET SHALL CONSTITUTE ACONTIGUOUS SLAB. SEE ARCHITECTURAL AND STRUCTURAL PLANS FOR INTERFACE AGAINST THEBUILDING.2.ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.3.FOR DETAILED INFORMATION PERTAINING TO PROPOSED BUILDING, REFER TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.4.ALL PROPOSED CURBING SHALL BE PRECAST CONCRETE CURB UNLESS OTHERWISE NOTED.5.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIED INTO EXISTINGROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCH THE LINE AND GRADE OF THEEXISTING SITE AMENITY.6.SITE LIGHTS DEPICTED WITH IN LAWN/LANDSCAPE AREAS SHALL MAINTAIN A 4"-6" FOUNDATIONREVEAL MAXIMUM, SITE LIGHTS DEPICTED IN PARKING LOTS SHALL HAVE A 3' EXPOSED HEIGHTCONCRETE FOUNDATION. SEE SITE ELECTRICAL PLAN FOR MORE INFORMATION.7.WHERE WALK AND PAVED DRIVE ARE SPECIFIED TO BE FLUSH, A FLUSH (FULL DEPTH) CONCRETE CURB SHALL ALSO BE INSTALLED.SEED MIXNEW ENGLAND WILDLIFE/CONSERVATION(OR APPROVED EQUAL)PLANTSGRAY DOGWOOD - SWIDA RACEMOSARED OSIER DOGWOOD - SWIDA SERICEA1.OWNER TO RETAIN QUALIFIED ECOLOGIST/BOTANIST TO FIELD IDENTIFYINVASIVE NON NATIVE VEGETATION WITHIN MANAGEMENT AREA. THEINVASIVE NON NATIVE VEGETATION SHALL BE MARKED IN THE FIELD WITHCOLORED FLAGGING FOR MANAGEMENT/REMOVAL.2.CONTRACTOR TO REMOVE MARKED VEGETATION USING MECHANICALMETHODS. ALL NON NATIVE VEGETATIVE MATTER/MATERIAL SHALL BEREMOVED FROM SITE AND DISPOSED OF AT AN APPROPRIATE APPROVEDFACILITY. NO BURYING OR COMPOSTING OF INVASIVE VEGETATIVE MATTERIS PERMITTED ON SITE. INSTALLATION OF GEOTEXTILE SILT FENCE ALONGTHE PERIMETER OF THE MANAGEMENT AREA WILL BE REQUIRED IF THEINVASIVE SPECIES REMOVAL AREA HAS ANY EXPOSED SOIL FOLLOWINGVEGETATION REMOVAL.3.RESTORATION PLANTINGS TO BE INSTALLED AT THE DIRECTION OF THEQUALIFIED ECOLOGIST/BOTANIST AND ONLY AFTER AREA HAS BEENPROPERLY CLEARED OF INVASIVE NON NATIVE VEGETATION.INVASIVE SPECIES MANAGEMENT NOTES AND PLANTINGSLANDSCAPING TABLE -RESTAURANTREQUIREDPROPOSEDINTERIOR LANDSCAPING(SECTION 6.4.6A)10% OF OVERALL PARKING SF(66,885 SF X 10%= 6,688.5 SQ FT)10,425 SFINTERIOR REQUIRED TREES(SECTION 6.4.6A)1 TREE PER 10 SPACES(191 SPACES/10= 19.2 TREES)36 INTERIORTREESTOWN COMMENTSLCD10/03/2023TENANT COMMENTSRYE10/04/2023CONDITIONS OF APPROVALJLS12/07/2023SITE PLAN AMENDMENTLCD03/15/2024 TTEV EV 154.5154.5MPEVEVEVEV 1234567891011121314EVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFC E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterTEV EV 146149147147146146146143142141140139138137136147147149150148150152145147145144143145146143142141139138144144146135153148154151150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE135100' UPLAND REVIEW AREASIDEWALK CONNECTION TOBUCKLAND ROADFINAL CONFIGURATION TO BECOORDINATED WITH TOWN STAFFPRIOR TO CONSTRUCTIONHY D MPMPMPWVWVWVWVHYDMPwvwvMPwvMPwvwvEEwvwvMPE E E EEEEEEEEEEEEEEEEEwvwvwvwvwvMPFF= 138.5FF= 141.5FF= 145.0CLCB 12T.F.=143.0INV.=139.7(SW)INV.=139.7(E)CCB 8T.F.=139.9INV.=136.6(NW)INV.=136.6(SE)INV.=136.6(NE)CCB 15T.F.=144.2INV.=141.2(SW)CCB 18T.F.=140.4INV.=136.8(W)INV.=136.8(N)CCB 17T.F.=139.2INV.=134.2(NE)INV.=134.2(E)INV.=134.2(S)INV.=134.2(N)MH 7T.F.=138.1INV.=133.5(NE)INV.=133.5(NW)INV.=133.5(SE)INV.=134.8(N)CCB 19T.F.=138.8INV.=135.5(SE)INV.=135.5(S)CCB 10T.F.=138.0INV.=133.9(NW)INV.=133.9(SW)CCB 11T.F.=137.5INV.=134.2(SE)MH 4 (5' DIA)CONNECT TO EXISTING 24" HDPET.F.=136.5INV.=132.5(NW)INV.=132.5(SE)INV.=132.5(E)CCB 6T.F.=136.5INV.=133.2(SW)CLCB 5T.F.=135.2INV.=132.9(NE)INV.=132.9(SE)EX MH 1ADJUST TOP OF FRAMETO FINISHED GRADET.F.=136.0INV.=132.3(NE)INV.=132.3(SW)INV.=132.3(N)RAISE STRUCTURE ADJUSTTO MATCH PROPOSED CURBLINEEX CCB 1T.F.=136.2INV.=132.4(SW)INV.=132.4(NE)INV.=132.4(W)EX HDS 1ADJUST TOP OF FRAMETO FINISHED GRADET.F.=136.0INV.=132.4(E)INV.=132.4(S)RAIN GARDEN CONCRETEOVERFLOW STRUCTUREAD 24T.F.=144.5INV.=140.2(NW)CLCB 20T.F.=141.7INV.=138.2(NE)INV.=138.2(NW)INV.=138.2(SE)CLCB 23T.F.=144.7INV.=139.8(SE)INV.=139.8(S)CCB 22T.F.=143.9INV.=138.9(NW)INV.=138.9(N)CCB 13T.F.=143.9INV.=140.0(W)INV.=140.0(N)CLCB 14T.F.=143.9INV.=140.2(S)INV.=140.2(NE)RAIN GARDEN CONCRETEOVERFLOW STRUCTUREAD 25T.F.=136.5INV.=135.0(N)INV.=133.9(SE)INV.=133.5(W)CCB 18.1T.F.=140.7INV.=136.9(S)SAN MH 1T.F.=137.1INV.=131.4(SE)INV.=131.4(S)INV.=131.3(N)SAN MH 3 (DROP)T.F.=140.0INV.=135.6(E)INV.=129.7(W)INV.=135.6(NE)YD 7.1 W/ ADA GRATET.F.=138.4INV.=135.1(S)105'-12" HDPES=2.48%31'-12" HDPES=0.65%116'-12" HDPES=1.12%40'-12" HDPES=0.75%52'-18" HDPES=0.77%104'-18" HDPES=0.96%56'-12" HDPES=1.79%53'-18" HDPES=5.85%62'-12" RCPS=0.65%45'-12" HDPES=0.67%123'-12" HDPES=2.52%27'-12" HDPES=1.48%135'-15" HDPES=0.52%82'-15" HDPES=1.95%168'-15" HDPES=0.54%40'-12" HDPES=0.75%19'-12" HDPES=1.05%18'-8" HDPES=5.56%12'-12" HDPES=0.83%39'-6" PVCS=1.03%36'-12" HDPES=0.83%SAN MH 2T.F.=142.3INV.=138.6(SE)INV.=138.6(S)INV.=138.5(N)APPROVED BANKAND ROAD LAYOUTCURRENTLY INOPERATIONLIMIT OF DEVELOPMENTWATER METER PIT (TYP.)CONNECT TO EXISTING 8" DIP WATER MAINCOORDINATE WITH CT WATER COMPANYCONNECT TO EXISTINGSANITARY STUBINV.=±130.91 12" COPPER TYPE-K DOMESTICWATER SERVICE6" DIP CL-52FIRE PROTECTIONFIRE HYDRANTASSEMBLY2" VENTEXISTING 50' CONCRETE LEVEL SPREADERTO BE CLEANED BEFORE AND AFTERCONSTRUCTION, SHALL BE PROTECTEDTHROUGHOUT CONSTRUCTIONUPLAND REVIEW ACTIVITY±30,350 S.F.CLEARING/GRUBBING,STORMWATER/UTILITYINSTALLATION, BUILDINGS,PARKING LOT, AND MOBILEPICKUP/DRIVETHRU6" SANITARY CONNECTIONINV.=138.0S=1.0% MIN.CONNECT TO EXISTINGSANITARY STUBINV.=±128.28" STORM CONNECTIONINV.=140.5S=0.5% MIN.8" STORMCONNECTIONINV.=137.01,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVED EQUALT.F.=142.3INV.=139.2(SW)INV.=138.8(NE)6" SANITARY CONNECTIONINV.=140.5S=1.0% MIN.CONNECT TO EXISTINGSANITARY MANHOLECONFIRM INVERT PRIORTO CONNECTIONINV.=±136.01,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVED EQUALT.F. =137.3INV.=131.8(SE)INV.=131.5(NW)CONVERT EXISTINGSTRUCTURE TO CLCB4" SANITARY CONNECTIONSEE MEP PLANS FOR CONTINUATION-INCREASE TO 6" PVC 5' OUTSIDETHE BUILDINGINV.=133.0S=1.0% MIN.8" ROOFCOLLECTOR PIPES=0.5% MIN.8" STORMCONNECTIONINV.=137.0S=0.5% MIN.6" HDPE UNDERDRAIN1,500 GALLON GREASE TRAP-OLD CASTLE OR APPROVED EQUALT.F. =139.3INV.=136.6(E)INV.=136.3(W)CONNECT TO EXISTINGGAS MAINCONNECT TOEXISTING CCBINV.=134.01 12" WATER SERVICETRANSFORMER ANDELECTRICAL CONDUITLAYOUT FORINFORMATIONALPURPOSES ONLYDESIGNED BY OTHERSCONNECT TO EXISTINGGAS MAINCONCRETE ENCASEMENT(TYP. OF 2)139140141142143144145141141140140141140140139138137136138139137138137138137136140139140141141141141142142143143142143144143144144143144145145145146147148149150151152144145147148149150151146144145144143142143143143143144142141142142143144144143143143140140139138138138137137137136137136136135134133136136138139142139141140139145145SHEET NAMEDATEGUPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'SITE PLAN - GRADING & UTILITIESSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.05 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.000011.ACCESSIBLE ROUTE SLOPES SHALL BE 1:20 (5%) OR LESS AND THE CROSS SLOPESSHALL NOT EXCEED 1:50 (2%). CHANGES IN LEVELS SHALL NOT BE GREATER THAN1/2 INCH, AND SLOPES SHALL NOT BE GREATER THAN 1:20 UNLESS RAMPS OR LIFTSARE PROVIDED.2.ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1:12. ALL RAMP LANDINGS SHALL BE AMINIMUM OF 5'X5' CLEAR WITH A MAXIMUM SLOPE AND CROSS-PITCH OF 2%.3.IN ALL CASES IN WHICH PROPOSED ROADS, SIDEWALKS AND CURBING WILL BE TIEDINTO EXISTING ROAD/SIDEWALK AND/OR CURBS THE CONTRACTOR SHALL MATCHTHE LINE AND GRADE OF THE EXISTING SITE.GRADING NOTES:PROPOSED CONTOUREXISTING CONTOUR PROPOSED SPOT ELEVATIONEXISTING SPOT ELEVATION70.57070.5TC 120.0BC 119.5124TOP OF CURBBOTTOM OF CURBGRADING LEGEND:UTILITY NOTES:1.LOCATIONS OF ALL EXISTING UTILITIES ARE APPROXIMATE.2.MAINTAIN 10' HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER ANDWATER MAIN OR SERVICE LATERALS.3.INSTALLATION OF WATER AND SANITARY SEWER SHALL CONFORM TO THE TOWN OF SOUTHWINDSOR WATER POLLUTION CONTROL AUTHORITY RULES AND REGULATIONS.4.INSTALL CLEANOUT 5' FROM FACE OF BUILDING5.COORDINATE WITH RESPECTIVE UTILITY COMPANIES AND COMPLY WITH THEIR RESPECTIVEREQUIREMENTS.SANITARY SEWER LINEWATER SERVICESTORM MANHOLESTORM CATCH BASINSTORM DRAIN PIPE - SIZE VARIESUTILITY LEGEND:GAS SERVICESANITARY MANHOLESTORM WATER MAINTENANCE PROGRAMUPON SITE DEVELOPMENT, THERE WILL BE A NEED TO PERIODICALLY MAINTAIN STORMWATERSYSTEMS ON THE PROPERTY. THE STORMWATER SYSTEM CONSISTS OF PIPING AND CATCHBASINS.IN ORDER TO ENSURE OPTIMAL PERFORMANCE OF THE SYSTEM, THE FOLLOWING STORMWATERMAINTENANCE PROGRAM HAS BEEN ESTABLISHED. THE PROPERTY OWNER WILL BE RESPONSIBLEFOR IMPLEMENTATION OF THIS PROGRAM.A.CATCH BASINS/YARD DRAINSCATCH BASINS ARE DESIGNED WITH 2-FOOT MINIMUM DEPTH SUMPS FOR THE PURPOSE OFCOLLECTING COARSE SEDIMENT. ALL CATCH BASINS SHOULD BE INSPECTED TWO TIMES PERYEAR, TYPICALLY WHEN THE SITE IS SWEPT IN THE SPRING AFTER WINTER SANDING AND IN THEFALL AFTER ALL THE LEAVES HAVE FALLEN. SITE SWEEPING SHALL BE PROVIDED BETWEEN APRIL15 AND MAY 15 EACH SPRING.SEDIMENT SHOULD BE REMOVED WHEN IT EXTENDS TO WITHIN 6 INCHES OF THE OUTLET PIPEINVERT OR NOT LESS THAN ONCE PER YEAR. CLEANOUT WITH A VACUUM TRUCK IS GENERALLYTHE BEST AND MOST CONVENIENT METHOD. THE SEDIMENT SHALL BE DISPOSED OF IN ANAPPROVED OFF-SITE LOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS.B.PAVEMENT SWEEPINGTHE PARKING AREA AND ROADWAY SHALL BE SWEPT ANNUALLY. SWEEPING SHOULD OCCUR INTHE SPRING AFTER WINTER SANDING, BETWEEN APRIL 15 AND MAY 15.FRONT-END LOADERS, BACKHOES, OR VACUUM TRUCKS CAN BE USED TO REMOVE THEACCUMULATED SEDIMENT FOLLOWED BY MANUAL REMOVAL OF SEDIMENT DEPOSITED AROUNDTHE OUTLET CONTROL DEVICE. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED OFF-SITELOCATION IN ACCORDANCE WITH TOWN AND STATE REQUIREMENTS. THE DISTURBED AREASHOULD BE IMMEDIATELY SEEDED WITH APPROPRIATE GRASS SEED AND MULCHED WITH HAYAFTER REMOVAL OPERATIONS ARE COMPLETED TO PREVENT THE OUTLET CONTROL DEVICE FROMCLOGGING.C.LAWN AND VEGETATED AREASVEGETATED COVER SHALL BE MAINTAINED ON ALL EARTH SURFACES TO MINIMIZE SOILEROSION. USE IF FERTILIZER SHOULD BE MINIMIZED AND APPLIED USING PRUDENTAPPLICATION PROCESSES.RYE03/06/2024CTWATER COORDINATIONLCD02/23/2024SITE PLAN AMENDMENTLCD03/15/2024SITE PLAN AMENDMENT C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault6"6"6"6"6"30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.0GrassGrassN/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterBit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)8" Ductile Iron WaterTEV EV 146149147147146146146143142141140139138137136147147149150148150152145147145144143145146143142141139138144144146135153148154151150MPEEEEEEEEEE142141140139138137136133134135136137138139140141142143144145146147148149148147150151152153154EEEEEEE135100' UPLAND REVIEW AREAHY D MPMPMPWVWVWVWVHYDMPwvwvMPwvMPwvwvEEwvwvMPE E E EEEEEEEEEEEEEEEEEwvwvwvwvwvTTEV EV MPEVEVEVEV 1234567891011121314EVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFMPFF= 138.5FF= 141.5FF= 145.0PHASE 1PHASE 2PHASE 3SHEET NAMEDATEPHPROJECT NO.DESIGNEDRYESCALEDRAWNLCDCHECKEDTDJULY 12, 20231"=30'PHASING PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.10 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2021SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001PHASING PLAN LEGENDPHASE 1PHASE 2PHASE 3TOWN COMMENTSLCD10/03/2023CONDITIONS OF APPROVALLCD12/07/2023 C E D A R A V E N U EB U C K L A N D R O A DCOTTONWOOD LANEExisting BuildingMON.w/DiscMON.(Broken)Benchmark "B"Mag Nail in Light Pole BaseElev.=139.23Benchmark "A"Mag Nail in Concrete SidewalkElev.=153.43Bit.Bit.Conc. SidewalkConc. SidewalkConc. SidewalkConc. SidewalkCCBT.G.=136±SILTEDCCBT.G.=141.56INV.=137.6(S)INV.=137.6(N)CCBT.G.=147.22INV.=141.8(E)INV.=141.7(W)CCBT.G.=141.58INV.=137.7(N)CCBT.G.=153.30SILTEDSNET24SSNET25SCL&Pw/Riser34161SBCw/Riser5277Hand Hole(Traffic)Hand Hole(Traffic)Traffic Control BoxSpan PoleElectricVaultElectricVault BlockRetainingWall6"6"6"6"6"42" Maple28" Maple42" Maple30" SLCPPINV.=125.030" SLCPPINV.=123.030" SLCPPINV.=122.930" SLCPPINV.=125.04" PVCINV.=149.6GrassGrassN 10°06'20" E42.10'S 89°31'02" W169.61' (169.83' Map)N 41°24'15" W227.23'35.89'N 13°40'56" EN 67°16'09" W271.88'473.49'S 70°37'13" E136.83'N 48°48'27" E (D=18°17'56" L=9.58' map)R=7474.92'D=2°29'30"L=325.06'T=162.56'C=325.04'CB=S11°27'49"WR=7260.64'D=0°53'28"L=112.92'T=56.46'C=112.92'CB=S13°09'18"WR=180.00'D=38°42'08"L=121.59'T=63.22'C=119.29'CB=S29°27'23"WR=158.00'D=49°31'25"L=136.57'T=72.88'C=132.36'CB=N24°02'44"ER=30.00'D=18°12'20"L=9.53'T=4.81'C=9.49'CB=N08°23'12"ES13°36'02"W70.90'S05°17'29"W20.17'N/FEvergreen WalkLifestyle Center, LLC45'Easement in favor of CL&P(See Survey Notes 4.D & 14)Easement In Favor of theConnecticut Water Company(See Survey Notes 4.B & 13)20'Area of Dense Vegetation-Contours Depicted per GISUnit 2Drainge Easement in Favor ofJames & Jeanne H. Sabia(See Survey Note 5)20'Easement to Slope in Favor of town ofSouth Windsor (See Survey Notes 4.A &11)Unit Line(Typ.)Unit Line(Typ.)Unit 12"Costco"HeadWallEasement in favor of COXCOMM, INC.(See Survey Notes 4.E & 15)18" SLCPP18" SLCPP42" SLCPPSSAN -MHT.F.=131.64INV.=120.6(SW)INV.=120.6(NE)SAN MHT.F.=135.00INV.=121.6(SW)INV.=121.6(NE)INV.=121.8(SE)SAN MHT.F.=137.12INV.=122.2(SW)INV.=122.3(NE)INV.=122.3(W)SSSSAN MHT.F.=128.41INV.=119.3(NE)INV.=119.3(S)INV.=119.3(NW)10" PVC10" PVC10" PVC10" PVC8" PVC8" PVC10" PVCBit. ParkingRetaining WallConc. PadB-2B-6B-1B-5B-3B-4Tie-LineN5°17'29"E-141.19'8" Ductile Iron Water12" Ductile Iron WaterLimit of Ordinary HighWater (See SurveyNote 18)Bit. ParkingComm.VaultComm.Vault40'Limit of Developable AreaPer Map Ref. in Survey Note4.FUnit Line(Typ.)I.PIN6" Gas4" GasArea of LowQuality Wetlands(See Survey Note 4.F)Easement in favor of Connecticut Water Company(See S.W.L.R. Vol.1608 Pg.80 & Maps #3080, 3082)Easement in favorof Cox Business Services, LLC(See S.W.L.R. Vol.1632, Pg.252& Map #3122)Easement In Favor of theYankee Gas Services Company(See S.W.L.R. Map 4312)wl ohw-1wl ohw-101wl ohw-2wl ohw-102wl ohw-3wl ohw-103wl ohw-104wl ohw-4wl ohw-5wl ohw-105wl ohw-6wl ohw-7wl ohw-106wl ohw-107wl ohw-8wl ohw-9wl ohw-108wl ohw-109wl ohw-110wl ohw-10wl ohw-11wl ohw-111wl ohw-12wl ohw-112wl ohw-13wl ohw-113wl ohw-1158" Ductile Iron WaterN41°55'58"W54.64'N61°03'24"W34.49'N74°58'06"W211.71'N79°57'22"W150.46'N74°16'40"W48.87'S15°43'20"W20.00'S74°16'40"E49.86'S79°57'22"E150.58'S74°58'06"E208.39'S61°03'24"E28.69'S41°55'58"E51.00'N48°48'27"E20.00'TEV EV 154.5154.5MPEEEEEEEEEEEEEEEEEHY D MPEESOIL STOCKPILES SHALL NOT BELOCATED WITHIN 65' BUILDINGSETBACK ALONG BUCKLAND ROADMPFF= 138.5FF= 141.5FF= 145.0IPSTKSWSFCETTEV EV MPEVEVEVEV 1234567891011121314DO NOTENTERDO NOTENTERDRIVE THRUENTRYSTOPEVDIGITALPICKUPAHEADTRETAIL1,000 SFSTARBUCKS 2,400 SFEXISTINGBANK2,000 SFCHIPOTLE2,325 SFSALLY'SAPIZZA5,000 SFDO NOTENTER100' UPLAND REVIEW AREA139140141142143144145141141140140141140140139138137136138139137138137138137136140139140141141141141142142143143142143144143144144143144145145145146147148149150151152144145147148149150151146144145144143142143143143143144142141142142143144144143143143140140139138138138137137137136137136136135134133136136138139142139141140139145145SHEET NAMEDATESE-1PROJECT NO.DESIGNEDRYESCALEDRAWNRYECHECKEDTDJULY 12, 20231"=30'SEDIMENT AND EROSION CONTROL PLANSOUTH WINDSOR, CONNECTICUTPROPOSED RESTAURANTSCEDAR AVENUE AND BUCKLAND ROADSHEET NO.11 OF 18DESCRIPTIONBYDATE0'15'30'01/2"1"Copyright SLR International Corporation - 2023SWNE99 REALTY DRIVECHESHIRE, CT 06410203.271.1773SLRCONSULTING.COM21167.00001SEDIMENT AND EROSION CONTROL MEASURES AS DEPICTED ON THESE PLANS AND DESCRIBEDWITHIN THE SEDIMENT AND EROSION CONTROL NARRATIVE SHALL BE IMPLEMENTED ANDMAINTAINED UNTIL PERMANENT COVER AND STABILIZATION IS ESTABLISHED. ALL SEDIMENT ANDEROSION CONTROL MEASURES SHALL CONFORM TO THE "GUIDELINES FOR SOIL EROSION ANDSEDIMENT CONTROL, CONNECTICUT - 2002", TOWN OF SOUTH WINDSOR, AND IN ALL CASES BESTMANAGEMENT PRACTICES SHALL PREVAIL.1.PURPOSE AND DESCRIPTION OF PROJECT1.1.CONSTRUCTION OF 3 PROPOSED RESTAURANTS.1.2.ESTIMATED AREA OF DISTURBANCE: ±3.2 ACRES2.IDENTIFICATION OF EROSION AND SEDIMENT CONTROL CONCERNS2.1.CUTS AND FILLS ASSOCIATED WITH PARKING AND BUILDING CONSTRUCTION.2.2.PROTECTION OF ON-SITE AND OFF-SITE STORM DRAINAGE.3.IDENTIFICATION OF OTHER POSSIBLE PERMITS3.1.THE PERMITS REQUIRED FOR THIS PROJECT ARE A LOCAL INLAND WETLANDS ANDWATERCOURSES PERMIT AND PLANNING AND ZONING PERMITS4.CONSERVATION PRACTICES INCORPORATED INTO THE PROJECT ARE AS FOLLOWS:4.1.DETAILED SOIL EROSION AND SEDIMENT CONTROL PLAN.5.PARTY RESPONSIBLE FOR SOIL AND EROSION CONTROLS5.1.SITE CONTRACTORSOIL EROSION AND SEDIMENT CONTROL NARRATIVETEMPORARY STOCKPILESURROUND WITHSEDIMENT FILTER FENCEEROSION CONTROL LEGENDCONSTRUCTION ENTRANCESEDIMENT FILTER FENCEINLET PROTECTION.STRAW WATTLECESFSWSTKIP1.SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24HOURS OF THE END OF A STORM WITH A RAINFALL AMOUNT OF 0.5 INCH OR GREATER. A LOG OF SUCHINSPECTIONS SHALL BE MAINTAINED AT THE SITE.2.THE SEDIMENT AND EROSION CONTROL PLAN SHALL BE MODIFIED BY THE CONTRACTOR AT THEDIRECTION OF THE ENGINEER AND THE TOWN'S DESIGNATED REPRESENTATIVE AS NECESSITATED BYCHANGING SITE CONDITIONS3.INSPECTION OF THE SITE FOR EROSION SHALL CONTINUE FOR A PERIOD OF THREE MONTHS AFTERCOMPLETION WHEN RAINFALLS OF ONE INCH OR MORE OCCUR.4.ALL DEWATERING WASTE WATERS SHALL BE DISCHARGED IN A MANNER WHICH MINIMIZES THEDISCOLORATION OF THE RECEIVING WATERS.5.THE SITE SHOULD BE KEPT CLEAN OF LOOSE DEBRIS, LITTER, AND BUILDING MATERIALS.6.A COPY OF ALL PLANS AND REVISIONS, AND THE SEDIMENT AND EROSION CONTROL PLAN SHALL BEMAINTAINED ON-SITE AT ALL TIMES DURING CONSTRUCTION.7.ALL CATCH BASIN SUMPS SHOULD BE INSPECTED AFTER CONSTRUCTION COMPLETION AND SEDIMENTREMOVED. THE SEDIMENT SHALL BE DISPOSED OF IN AN APPROVED LOCATION.EROSION CONTROL NOTESCONTRACTOR RESPONSIBILITIESP&Z SUBMISSIONLCD08/07/2023TOWN COMMENTSLCD09/18/2023TOWN COMMENTSLCD10/03/2023CONDITIONS OF APPROVALLCD12/07/2023LCD03/15/2024SITE PLAN AMENDMENT FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" BRK-1AC-1 BRK-1A BRK-2 MTL-2 BRK-4 BRK-1B BRK-1A BRK-1A GL-1 MTL-4 MTL-4MTL-4 MTL-2 BRK-1B 6' - 0" FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" MTL-2 MTL-1 MTL-2 MTL-1 MTL-2 MTL-1 BRK-2 BRK-1AMTL-2BRK-1AGL-1 GL-1 MTL-4 BRK-4 FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" MTL-2 BRK-4BRK-1A BRK-1A C-1 GL-1 BRK-1A FIN. FLOOR 0' -0" U.S. DECK 17' -0" T.O. SILL 3' -6" U.S. CANOPY 9' -0" T.O. BUILDING 21' -0" T.O. GLAZING 11' -0" T.O. SCREENING 26' -0" T.O. CHIMNEY 27' -0" BRK-4 BRK-1A BRK-1A C-1 DRAWING NUMBER DRAWING INFORMATION DRAWING TITLE PROJECT OWNER/CLIENT SEAL CONSULTANT ARCHITECT Job Number: Checked By: Drawn ByCopyright © 2017 by BKA Architects, Inc. The architectural plans, drawings, designs, specifications and other arrangements on this sheet are and shall remain the property of BKA Associates, Inc. No part thereof shall be copied, disclosed to others, or used in connection with any work or project, other than the specified project for which they have been prepared and developed, without the express knowledge and written consent of BKA Architects, Inc.Boston + Tampa BKA Architects, Inc. bkaarchitects.com OWNER/CLIENT ISSUED REVISIONS DATE DESCRIPTION3/4/2024 2:29:55 PMC:\_Revit\LocalSave\224027_Sally_So-Windsor-CT_lheyGN8H4.rvtLMH DG 224027 BUCKLAND RD & CEDAR AVE SOUTH WINDSOR, CT 06074 EXTERIOR BUILDING ELEVATION & GENERAL NOTES A 300 DATE DESCRIPTION 1/8" = 1'-0" EAST ELEVATION1 1/8" = 1'-0" NORTH ELEVATION2 1/8" = 1'-0" SOUTH ELEVATION3 1/8" = 1'-0" WEST ELEVATION4 FINISH SPECIFICATIONS - EXTERIOR TYPE MARK MATERIAL MANUFACTURER FINISH / SIZE DESCRIPTION INSTALLATION CONTACT COMMENTS BRK-1A WHITE MATTE BRICK MATTE WHITE BRK-1B WHITE MATTE BRICK W/ SHADOW MATTE WHITE BRK-2 WHITE GLAZED BRICK W/ BRICK 1A & BRICK 1B VARIES BRK-4 BRICK RED/WHITE C-1 STAINED CONCRETE MTL-1 CORRUGATED METAL BLACK RIBBED MTL-2 SLATTED METAL BLACK VERTICAL INSTALLATION MTL-4 POWDER COATED BRAKE METAL BLACK / 3/4" 142 Crescent Street Brockton, MA 02302 508.583.5603 bkaarchitects.com Boston + Brockton V-01BUCKLAND RD & CEDAR AVE SOUTH WINDSOR, CT 06074 EXTERIOR VIEW- 01 03/04/2024 BKA #224027 142 Crescent Street Brockton, MA 02302 508.583.5603 bkaarchitects.com Boston + Brockton V-02BUCKLAND RD & CEDAR AVE SOUTH WINDSOR, CT 06074 EXTERIOR VIEW- 02 03/04/2024 BKA #224027 PLANNING DEPARTMENT CERTIFIED MAIL #7022 2410 0000 6508 5712 April 12,2024 Sarah Stine O’Connell Development Group,Inc. 800 Kelly Way Holyoke,MA 01040 Dear Ms.Stine. Re:Appl.23—32P Evergreen Walk Unit 5 Site Plan —Elevations for 5,0000-sf restaurant We are pleased to advise you that the Planning &Zoning Commission voted 0n April 9, 2024 to approve the elevations for the 5,000—sf restaurant as part of the above referenced application. Sincerely. '(A) Kevin Foley,Vice-Chairman PLANNING &ZONING COMMISSION KF/js 1540 Sullivan Avenue,South Windsnr.CT U6074 i Tel (850)Mil-2511 Ext 2329 i Planning@SnuthWindsor-CT.gav PLANNING DEFAR'I'MENT June 29.2026 Eric Samuels O’Evergreen,LLC 800 Kelly Way Holyoke,MA 01056 Dear Mr.Samuels: Re:Appl.23—32P,Evergreen Walk Unit 5 I am pleased to advise you that the South Windsor Planning and Zoning Commission,at its Regular Meeting on June 23,2026?voted to release the following bonds: Appl.23-32P Evergreen Walk Unit 5A E&S Bond in the amount of $20,000 reduced by $15,000 to leave a balance of $5,000. Appl.23—32?Evergreen Walk Unit 5A Storrnwater Bond in the amount of $10.000 reduced by $5,000 to leave a balance of $5.000. Appl.23—32P Evergreen Walk Unit 5A Landscaping Bond in the amount of $15,000 reduced by $5,000 to leave a balance of$10,000. Checks will be mailed to O’Evergreen.LLC from the Town of South Windsor.If you have any further questions.please contact the Planning Department at 860-644-2511,ext.2253. Thank V0u. Very truly yours, Paul Bernstein.Chainnan Flaming &Zoning Commission PB/js cc:Town Engineer 15M]Sullivan Avenue,Snuth Windsnr,[IT DEUM i Tel (HEB)644-2511 Ext 2329 l P|anning@SuulhWindsor-BT.gov