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HomeMy WebLinkAboutApp 18-03P 85 Nutmeg Road South TOWN OF SOUTH WINDSOR PLANNING &ZONING COMMISSION APPLICATION FORM Application Number- r®a > Official Receipt Date:; Munis Application #: WINDSDRPNING SOt1TH APPLICANT: Dr.Constantinos Constantinou PROJECT NAME: 85 Nutmeg Road South Improvements COMPLETE LOCATION OF PROPERTY: 85 Nutmeg Road South OWNER OF RECORD ON LAND RECORDS: 85 Nutmeg Road South LLC OWNER ADDRESS: 64 Amanda Way,Tolland CT,06084 GIS PIN # 65100085 ZONE I __ NAME, ADDRESS,TELEPHONE& EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Dr.Constantinos Constantinou,94 Union Street,Vernon,CT 06066 jl EZ97 — L x YS `/cl Estimated presentation time: THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) �Vc Cc 1.- ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) J ❑ 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 109,728 ❑ General Plan of Development ❑ 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 Home Occupation (Certificate of Mailing Required) for ❑ Other (explain in detail) PLEASE NO : An Application Pending Sign is required to `e posted on the property for all applications ten (10 d s r for to being heard by the Commi Signature of Applicant AjWture of Pr perty Owner _ �1: vl�� ��vv\5 i1 n c�V1 +'1 � b1�� _ v10 Print Name of Applicant Print Name of Property Owner Revised 1/9/2017 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT Dr. Constantinos Constantinou PROJECT NAME Site Plan Modification, 85 Nutmeg Road South, South Windsor, CT 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. x 1. On each sheet for plans or maps, title block with the following information: x a. Name, address and telephone of applicant. x b. Name, address and telephone number of Land Surveyor or Professional Engineer. X c. Name of Development. X d. Date when drawings were made. x 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. x a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. x b. Outline of buildings. x c. Layout of streets. X d. Surrounding property boundaries-within 500 feet. X e. Names of abutting property owners. X f. Proposed open spaces and recreation areas. x g. Driveway cuts on abutting properties and any properties across from proposed site. NA h. Distance to and name of nearest intersection street. NA 3. Architectural Elevations: See attached checklist for Architecture and Design Review. i X 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: X a. Distance and bearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. X b. Proposed streets and street lines with center line station, curve data, and parking spaces. X c. Building lines in accordance with zoning regulations. X d. Proposed buildings and other structures, including signs, outside lighting, and dumpsters (on concrete pad and screened). x e. Easements, noting grantors, grantees, and purpose must be shown in table format, e.g. below Grantor Grantee Type of Date Filed Vol/Pg Easement X f. Names of abutting property owners. X 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. X h. All open space or other common or public land uses shall be indicated. X i. A-2 certification; P.E./L.S. Seal. x 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: X a. All existing and proposed buildings. X b. Curb Lines and pavement width, sidewalks. NA c. Existing and proposed sanitary sewers. NA d. Existing and proposed water and-all existing utilities. 2 NA e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. X 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. NA g . Regulated wetlands and 100-year floodplain or note that none are present. x 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. NA i. Connections of all springs into proposed storm drainage system as needed. NA j. Location and indications of existing brook channels, and 100-year flood limits. X k. A-2 &T-2 Certification; P.E &L.S. Seals. NA 6. Landscaping plan X 7. Drainage calculations: - Zero Runoff Increase per attached guidelines. NA 8. Traffic Report NA 9. Site Lighting Plan NA 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: NA a. Layout of streets in sections coordinated by stations with the profile. NA 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. X c. Sight line at driveway &street intersections. 3 1 . K w � NA d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. NA 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 NA 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. NA 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. NA 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. NA 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. NA 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. January 16, 2018 PLAN PREPARER (P.E./L.S.) DATE February 2002; Rev. 4-04 4 BSC R G oUP Transportation■Energy■Land Development January 16,2018 300 Winding Brook Drive Michele Lipe,AICP Glastonbury, Cr o6033 Town Planner Town of South Windsor Tel: 86o-652-8227 Connecticut, 06074 800-288-8123 RE: 85 Nutmeg Road Site Plan Modification Fax: 86o-652-8229 Request for Parking Waiver for minimum parking spaces on the site. www.bscgroup.com Dear Ms.Lipe, BSC Group—Connecticut,Inc.(BSC)is pleased to submit this letter on behalf of the owner of the 85 Nutmeg Road Property, Dr. Constantinos Constantinou (Owner), in request of a waiver for the minimum number of parking spaces required onsite given the zoning use within the building. The property zone is industrial. The building is divided into the following tenant space by use: 1.Recreation: 23,754 s.f. (Parking: 1 space:250 s.f. =91.27 spaces—includes previous reduction waiver for Cross-fit Tennant) 2. Warehouse: 42,946 s.f.(1 space:1,250 s.f.=34.35 spaces) 3. Office: 20,361 s.f.(4.5 spaces:1,000 s.f.=91.55 spaces) 4.Manufacturing: 15,412 s.f.(1 space:700 s.f.=22.00) Total: 239.17(240) Spaces 1. Mitigation of Stormwater Runoff Rate: On October 7, 1993, the Town Zoning Board of Appeals approved a variance to allow the impervious cover of the consecutive parcels located at 45 Nutmeg Road South and 85 Nutmeg Road south to be increased to 75.3%and 72%respectively. In 2013, 45 and 85 Nutmeg Road South were formally merged into the single parcel: 85 Nutmeg Road South.As a result,we calculated the aggregate impervious coverage of the merged parcel to be 72.7%.Through the design of this project,we prevented any increase in impervious coverage. Through the reduction of parking area, in addition to conversion of some parking spaces to pervious reinforced parking surface, the loading dock improvements can be installed while the impervious coverage percentage can be maintained at 72.7%. In addition,the rate of stormwater runoff will not be adversely affected. Engineers Environmental 2. Demonstration that a reduction in parking spaces can suffice for the existing and Scientists proposed uses: GIS Consultants Following coordination with the owner, we have the following understanding of the Landscape needs of the existing and anticipated future tenants: Architects 1. Existing large warehouse tennant(Occupies 75% of the total building office space Planners and 50%of the total building warehouse space)with a maximum anticipated demand of 70 employees, once per fiscal quarter. The daily demand would be 30-40 surveyors employees. Michele Lipe,AICP Town Planner Town of South Windsor,Connecticut January 16,2018 Page 2 2. Existing wholesale retail warehouse space and office with a maximum demand of up to 10 people. 3. Existing recreation use space(2 tennants)with a maximum demand of approximately 5 people, and will receive anywhere from 10-30 visitors during operating time. 4. The Manufacturing space is currently unleased, therefore, for the purposes of conservative analysis,we will assume all 22 manufacturing spaces are occupied. In summary: Total number of building employees: 70+10+35= 115 persons. Total number of allocated parking spaces by use= 240 spaces—22 occupied manufacturing spaces=218 allocated spaces This leaves a total of 103 parking spaces not in use Conclusion and request for parking waiver: The current site contains 197 parking spaces. Through the installation of the new curb cut and improvements associated with the installation of the recessed loading pit, an additional 14 spaces are proposed to be removed.Therefore,the total number of spaces proposed under this site plan modification equal 183 parking spaces. The proposed 183 parking spaces are 46 spaces over the maximum number of anticipated building employees of 137. As a result,BSC Group, on behalf of the Owner of 85 Nutmeg Road South,LLC,requests a waiver to the minimum number of parking spaces set forth in the South Windsor Zoning Regulations for uses within a building equal to 57 parking spaces. Please find attached the schematic architectural building layout divided by existing tenant space, and(under separate cover)the site plan modification plan set. Should you have any questions regarding this request, the please feel free to contact me at fvacca@bscjzroup.com or by phone at 860-652-8227 ex. 4549. Respe tfully Submitted, BSC roue—Conn cut,Inc. r i I ;Francis J.Vacca,P.E. v Project Engineer Attached: 1. 85 Nutmeg Road Schematic Building Layout Attached under separate cover: 1. 85 Nutmeg Road Site Plan Modification Plan Set COMMON GROSS BUILDING AREA: 75 S.F. COMMON GROSS BUILDING AREA: 2510 S.F. CROSSFIT RECREATION GROSS BUILDING AREA: 15,685 S.F. PARKING @ 1:250 S.F.-62.74 SPACES (REDUCED TO 59) COMMON FUTURE WAREHOUSE TENANT GROSS ELECTRIC MOTOR WAREHOUSE GROSS GROSS BUILDING BUILDING AREA: 16,891 S.F. BUILDING AREA:26,055 S.F. AREA: 1 19 S.F. PARKING @ 1:1,250 S.F.-13.513 SPACES PARKING @ 1:1,250 S.F.-20.844 SPACES COMMON GROSS COMMON AIRBORNE RECREATION GROSS BUILDIN GROSS BUILDING AREA:8,069 S.F. AREA: BUILDING PARKING @ 1:250 S.F.-32.276 1398 S.F AREA: SPACES 136 S.F. FUTURE OFFICE TENANT GROSS OM N FUIUHE ELECIRIC MuIoR — — — — — BUILDING AREA:4,012 S.F. ROSS OFFICE OFFICE GROSS PARKING @4.5:1,000 S.F.- UIL TENANT BUILDING AREA: $S NUTMEG RD. SOUTH 18.054 SPACES ARE GROSS 2,415 S.F. - - 1os IUG @-4-5- FIRST FLOOR PLAN AREA: S.F.- 10.8675 SCALE:V=50'-0" 1-4-18 N 1,364 S.F. SPACES PARKING @4.5:1,000 S.F.-6.138 SPACES COMMON GROSS BUILDING AREA: 820 S.F. FUTURE MANUFACTURING TENANT GROSS BUILDING AREA: 15,412 S.F. PARKING @ 1:700 S.F.-22.017 SPACES COMMON GROSS BUILDING AREA: 833 S.F. FUTURE OFFICE TENANT GROSS BUILDING AREA: 12,570 S.F. PARKING @4.5:1,000 S.F.- 56.565 SPACES 85 NUTMEG RD. SOUTH SECOND FLOOR PLAN SCALE:1"=50'-0" 1-4-18 s M•. t i 2P Gallery System is Loading Dock SubCat Reach on Llnk Routing Diagram for 2018-01-16 Infiltration design Prepared by BSC Group-Connecticut, Inc., Printed 1/16/2018 HydroCAD®10.00 s/n 00906 0 2013 HydroCAD Software Solutions LLC 2018-01-16 Infiltration design Prepared by BSC Group - Connecticut, Inc. Printed 1/16/2018 HydroCAD® 10.00 s/n 00906 ©2013 HydroCAD Software Solutions LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subcatchment-numbers) 904 98 Paved parking, HSG A (1S) 904 98 TOTAL AREA 2018-01-16 Infiltration design Prepared by BSC Group - Connecticut, Inc. Printed 1/16/2018 HydroCAD® 10.00 s/n 00906 ©2013 HydroCAD Software Solutions LLC Page 3 Ground Covers (all nodes) HSG-A HSG-B HSG-C HSG-D Other Total Ground Subcatch (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) (sq-ft) Cover Numbers 904 0 0 0 0 904 Paved parking 1 904 0 0 0 0 904 TOTAL AREA 2018-01-16 Infiltration design Type ///24-hr 10-yrRainfall=4.70" Prepared by BSC Group - Connecticut, Inc. Printed 1/16/2018 HydroCADO 10.00 s/n 00906 ©2013 HydroCAD Software Solutions LLC Page 4 Time span=1.00-24.00 hrs, dt=0.10 hrs, 231 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 1S: Loading Dock Runoff Area=904 sf 100.00% Impervious Runoff Depth>4.46" Tc=6.0 min CN=98 Runoff=0.09 cfs 336 cf Pond 2P: Gallery System Peak Elev=66.92' Storage=0.005 of Inflow=0.09 cfs 336 cf Outflow=0.01 cfs 223 cf Total Runoff Area = 904 sf Runoff Volume = 336 cf Average Runoff Depth = 4.46" 0.00% Pervious = 0 sf 100.00%impervious = 904 sf 2018-01-16 Infiltration design Type 11124-hr 10-yrRainfall=4.70" Prepared by BSC Group - Connecticut, Inc. Printed 1/16/2018 HydroCADO 10.00 s/n 00906 ©2013 HydroCAD Software Solutions LLC Page 5 Summary for Subcatchment 1S: Loading Dock [49] Hint: Tc<2dt may require smaller dt Runoff = 0.09 cfs @ 12.09 hrs, Volume= 336 cf, Depth> 4.46" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 1.00-24.00 hrs, dt= 0.10 hrs Type III 24-hr 10-yr Rainfall=4.70" Area (sf) CN Description _ 904 98 Paved parking, HSG A 904 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 6.0 Direct Entry, Subcatchment 1S: Loading Dock Hydrograph 0.095 ®Runoff 0.09 0.09 cfs 0.085 Type III 24-h r 00 0.075 10-yr Rainfall=4.70" 0.07 0.065 Runoff Area=904 sf 0.06 w Runoff Volume=336 cf 0.055 005 Runoff Depth>4.46" c 0.045 LL 0.04 Tc=6.0 min 0.035 0.03 CN=98 0.025 0.02 0.015 0.01 0.005 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) 2018-01-16 Infiltration design Type 111 24-hr 10-yr Rainfall=4.70" Prepared by BSC Group - Connecticut, Inc. Printed 1/16/2018 HydroCAD® 10.00 s/n 00906 ©2013 HydroCAD Software Solutions LLC Page 6 Summary for Pond 2P: Gallery System Inflow Area = 904 sf,100.00% Impervious, Inflow Depth > 4.46" for 10-yr event Inflow = 0.09 cfs @ 12.09 hrs, Volume= 336 cf Outflow = 0.01 cfs @ 13.25 hrs, Volume= 223 cf, Atten= 92%, Lag= 69.7 min Primary = 0.01 cfs @ 13.25 hrs, Volume= 223 cf Routing by Stor-Ind method, Time Span= 1.00-24.00 hrs, dt= 0.10 hrs 12 Peak Elev= 66.92' @ 13.25 hrs Surf.Area= 0.007 ac Storage= 0.005 of Plug-Flow detention time= 339.4 min calculated for 223 cf(66% of inflow) Center-of-Mass det. time= 239.1 min ( 987.9 - 748.8 ) Volume Invert Avail.Storage Storage Description #1 65.11' 0.006 of 8.00'W x 36.001 x 3.40'H Prismatoid 0.022 of Overall - 0.003 of Embedded = 0.020 of x 33.0% Voids #2 65.61' 0.002 of Galley 4x8x1 x 4 Inside#1 Inside= 42.0"W x 9.0"H => 2.49 sf x 7.501 = 18.7 cf Outside= 48.0"W x 12.0"H => 3.88 sf x 8.001 = 31.0 cf 0.008 of Total Available Storage Device Routing Invert Outlet Devices #1 Primary 65.11' 0.500 in/hr Exfiltration over Wetted area from 65.11' -68.50' Conductivity to Groundwater Elevation = 65.10' Excluded Wetted area = 0.007 ac Primary OutFlow Max=0.01 cfs @ 13.25 hrs HW=66.92' (Free Discharge) L1=Exfiltration ( Controls 0.01 cfs) v 2018-01-16 Infiltration design Type 11124-hr 10-yrRainfall=4.70" Prepared by BSC Group - Connecticut, Inc. Printed 1/16/2018 HydroCAD® 10.00 s/n 00906 ©2013 HydroCAD Software Solutions LLC Page 7 Pond 2P: Gallery System Hydrograph ■ Inflow 0.0915 0.0 M Primary 0.09 Inflow Area=904 sf 0.085 0.08 Peak Elev=66.92' 0.075 0.07 0.065 Storage=0.005 of 0.06 0 0.055 3 0.05 0.045 U. 0.04 0.035 0.03 0.025 0.02 0.015 0.01 0.01 cfsi MY 0.005 Now 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time (hours) f SITE PLAN MODIFICATION 85 NUTMEG ROAD SOUTH SOUTH WINDSOR, CONNECTICUT i JANUARY 16, 2018 INDEX_ OF DRAWINGS T-1.0 TITLE SHEET EC-1 .0 EXISTING CONDITIONS PLAN C-1.0 SITE PLAN E C-2.0 TURNING MOVEMENT PLAN C-3.0 NOTES C-4.0-4.1 DETAILS PREPARED FOR: KEY MAP PREPARED BY: DR.CONSTANTINOS CONSTANTINOU 94 UNION STREET VERNON,CONNECTICUT REC9V(ED �('&SC GI: M 300 Winding Brook Drive Jr�N 1 6 2015 Glastonbury, Connecticut 06033 ISSUED FOR PERMITTING 860 652 8227 SOUTH WINDSOR PLANNING DEFT in Na aeeoao m ft SHEET T-1.0 NEWROPD _ - b VF CONR9IL #� � Total Parce! I Contains 218367+SF.. 5.017#Acres REPROOtICI M OF THIS PLAN NE RAM UMM UN�1WM PRODANSED SEAL OF z onusedsidi 6xRs IZI THE LOCUS MAP ( 1 — Y. To W KNOWLEDGE AND L�THISww IS S b b o f MWANTMLLY CORRECT AS HOTTED HEREON. SCALE: 1000 - - --- 1 I` X* 404 861 u o r ;m I + y ry >r ^HADALENERDWCOD I I ca 7r FLODRING CO 69.37 1 I �[I 1 1 r 1 `a ISTORY o I1 j I R j y j 1 WAREHOUSE-STYLE S 1 I 8 1 I BUILDING xsnzts¢c,mdoswrn I 1 5 1 i, I � '. I 1 IBIBU6,R"Ka.L6f. IY.172a ( E,USTTNGLEASEARF.A o �I CROSSFITBRIC'KYARD E Contains 156853'Sq.Ft. h 1 EXJ57JNGLEA5E"EA I _ I ElectricMiD -sales JAI 1 PROPERTY BOUNDARY I I warehouse+office r' \ 1 SURVEY PLAN 25TORY 1 Contains28,A70f Sq.Ft.EHOUSESTYLE PREPARED FOR WAR ( ,Iv i CB s BUILDING I la / I" 1 85 NUTMEG ROAD SOUTH LLC ( 1/F LOCATED AT --irr.v Is7t7oor ; _ 1 X. I. SOUTH WINDSOR LLC l I I WAREHOUSE #85 NUTMEG ROAD SOUTHIIRSrR = d a LI yy N 2ooR I zs asss4.rt PROPOSED LEASEAREA q 0 , fr �,;bxo..t,a:xa.gr�oTK 1 ' ; I 1.1 " , N i TOWN OF SOUTH WINDSOR SECONDFLDOR W .9IRBORAEELlTEATHLEMS' / 1 x =2e,�SO.Fr. I .. v I R Contans8069tSq Ft. w STATE OF CONNECTICUT g ' 1F,F., or��d r.,, e1;2't I jh 1 � � I I $ 1 qq��YY�� I I� r I i W I aAo n rf!_�m r R� FI 1 I ' OASce=2ats M ✓ t n x-IrAr G IP FEBRUARY 22,2016 1 (lr P PY'C 1 3 O TOGrII'�IrR/nS=yllSpafea' AT �l I 1 8 u Spa I�r apprzr•m/Hnarvrhd 1 3han,cnYYedSpaces � I[. I'd- -Orr eS y 2Sti 8. I 1 1 e 1 :el — w— I P CB r-R c7- 3Y-- 1'EI 1,01ar-1 ' 5: �7S E I4om » � F ce 1 f K M t`k] n wN �7.Qr IB1111>rld1Y �� 1 i �ain , �4 OQQ,QQ' rer I5 v —_--_----_ `P 1 So.._S-S g-_-'_3-5- S r 3 3gmmT-g g-_3.�-_ ,B .4pprnr samhrySexer ""`N"' PPP ,..TT s ca CB P .--�.--__ �(`F---'tt-�#---S-.'-'�-F-'�'0---'�-- F��.� _h..,,��_-.�-_�..._Y. r_•xw I t2'L1'.rtel'A a'(•PProx.Inc. L t�H Nd�TMEG f ROAD S a S0UTHa7Y P f mxcP "' NOTES: 1. THIS SURVEY AND MAP HAVE BEN PREPARED PURSUANT TCTHE REGULATIONS OF CONN'ECTICUTSTATE AGENCIES SECTIONS M0 MOBA THROUCGH 20-300E-20 AND THE'STANDARM FOR SURVEYS AND MAPS N THE STATE OF CONNECTIWr AS ADOPTED BY THE CO)NNECTICUFASSOCIATION O)F LAND SURVEYORS.INC.ON SEPTEMBR 26,IBIS. _ I& 1N RM NOII ONECK III NON TYPE OF SURVEY:MONUMENTD PROPERTY SURVEY WITH IOUNDARY DETERMINATIONCONFORMING TO DEPENDEAVTRESURVEY CATEGORY BASSOON PLAN REF.C 2A 8I28 CLASS C-HORIZONTALACCURACY:A,2 I76W1� THE INTENT OF THIS SURVEY AND MAP IS TO DEPICT EXISTING AND PROPOSED LEASE AREAS /APPUr DATE OF THE SURVEY SEPTEMER 2014.JULY 2016.FEBRUARY MIS,UPDATES TO APi 22017 85 WU•M RW � „w 2. REFERENCE HAS BEEN MADE TO THE FOLLOWING MAPS AND PLANS: UNDERGROUND UTILITIES TI6,'I A„•„D WAY iLV I FOR �V'�I�I��wIY��YT��Me. i DATE:PLOT PLAN TEMBER 9.PREPARED ING REVIS B.CONTRACTING,MINC.CO M(COMPANY 86 NUTMEG ledl,E AJ SOUTH SOUTH WINOBOR,G;ONNECTICUP BCALE I'=40Y 1)THIS PAN DEPICTS UTILITIES ANDSUSSURFACE FEATURES BrSED THE UTILITYINFORMATIONWASOBTAINEDFROMP4 NREFERENCE2a SHEET220Fd AND 1�ILLAWH CT 0I DATE:SEPTEMBER 9.1993 REVISB)9-28-93 PER TOWN COMMENTS Prepaad By C6k E pl aviig LIMITED PAINT MARKINGS FOUND IN'HE FIELD,HOWEVER LACKNG EXCAVATION,THE EXAC1 LOCATION OF UNDERGROUhND UTNTIES CANNOT BE ACCURATELY. COMPLETELY AND RELIABLY DEPICTED.EXCAVATION MAY BE NEEDED IF ADDITIONAL OR MORE DETAILED INFORMATION IS NECESSARY TO LOCATE UTILITIES. B)°PLDTPW byFGCOMPANY A:JBSIDIARY OF NYTRONICS,VC.&SNUTMEG ROAD SOUTH SOUTH WINDSOR,CT'-BCALLE I'=40'Ree.JUNE 20, NOGUARANTEE IS"PRESSOR IMP.IEDAS TO THE ACCURACY 3R COMPLETENESSOFSU831JRFACEFEATURES-THEBWBDINGISSERVEDBYLINDE=RGROUND GROUP 1986 prepared W Fuss&ONei ELECTRIC AT BOTH ENDS OF THE SITE 3. DEEDREFERENCES: A)Val 22"..Page 19-MD5Nutmeg Ned LLC Lo85Nutmeg Road MeaLLCMee26,2013 LEGEND' B)Val 2244,Page t9-20 Dak Harwvotl Flooring comparry incorP+ated to 85 Nuhrreg roadSalfLLC March 22,2012(pationdf45 NUImeg Road SOWN) 300 Winding Brook Dtive d. V.iarreValea,7N.pa,e17s aa�erageal15NwaajReedBeath72%IapervhwsaWamgaat BlkZBagC.mp1a -eraai�zONEBVTOUSTRIAL) �1. may, Glastonbury,Br 06033 2:peAten lava Appeals doled OCl.PeI 1993 to allow 78.3%inaervias 66 Nutmeg Red South.Special Exception racarded WvpYnia 2473,page G092 RryuiM E.iwng • NIKN 5. NO EASEMENTS OF RECORD WERE IDENTIFIED BYA LIMITED TITLE SEARCH OF THE PROPERTY. Af"nimumLaArra x"5P 2cM,sF: AR FTItNN 8606528227 ! :maeamcMi.,g 7a,q AV4'.. O PROPERTY OMM(GILOIP.ATED) IIIIJ 6. NO EVIDENCE WAS FOUND OF RECENT EARTH MOVING,SUIGING CONSTRUCTION OR BUILDING ADDITIONS OTHER TH-IANDEPICTEDHEREON w�;momcorDmrn - isgq 3'Aq. Allowable Impervious Area Calculations - 0 NtANMANHOIE ® N B�tHraLwYo. 7- THE PROPERTY FALLS WITHIN ANMVlUST1tIAL ZONE. vm Gvns _ _ Variance 707 750,page 175 EIC�. Imp— 17 AIAMIOIE .NnrimumHa6ht IOq. aq_ E* CATCH BASH SCALE 1'-3O' 8: THIS PROPERTY DOES NOT FALL VITHIN THE LIMITS OFA FLOOD HAZARD ZONE. .Harimum t�wmrelµx wdmar 31.;` 85 Nutmeg Roetl South(72.2%) 00 sf. (HYDRANT 9. THEEXISTING BUILDING HAS 639 F.OF FRONTAGE PARALLIL WITH NUTMEG ROAD SOU'H.THETOTALBUBDINGSI WAR ALLOWEDISB78SOWARE FEET °^�aviavim nagr• )_i)^.vm Z3e 45 Nutmeg Road Beath(75.3%) 15t ���� PRE'♦Y LIMEEACH TENANT IS ALLOWED A MINMUM OF 26 SO.FT OF BUIUING SIGNAGE REWIRING AN INUNIDUAL PEWITAPPROTIED BY THE SOUTH W8ASOR lfmimumF >w .75q. 2p2yL ABIRTRHB PRSf,RTY WE PLANNING STAFF. otal Parcel(aggregate=72.7% 1 st. —— PI\ FJ\FILE_ \DTw*W— 10.PARKING STRIPES EXIST ON THE NORTHERLY LOT DELINEATING95 PARKING SPACES- .N4rbnvm�Y�t Iq:i. K¢tq. —O—O— CHAIN LINK ROBE 11. l �� Dom. fte, y� R�R� THE PARKING SPACES LOCATED OFF THE SOUTHERLY ENTRANCE ARE TO BE RE-STRIPED AS SHOWN MEETING THE MINIMUM REQUIRED PARKING AREAS. t'�'W �Sa'eaUOwa6le ill pPrr)Ou3[Ovet:Kve ca/c'u/a$on5 ,- tom. =1111l•WM— �C^_'•Q s ss ana 0O mw o-u 10O / 2 LF-r Iwc•oON NILKI11a1 sr�Kl K�wl 1®YR OYOY7� s -r Iro oAa oaNaRR awFart ————— ———I K ff K f° wOaWlm Kemal M VM LOOL MK�MR sKKI OrOMO 1 MO IIIOI'OKJ A K Rllwl �OOI p ..................... 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L..t.,_�.. si_G..lnl..-L4� 1 s...l_f,_l.G!.1 n - -.°s.Y - K�11/► rrv� q • ..._ �,_. _ .,.� I_ .. ....-. . ,�.u.�R�m_.._` � 4 E I KNrlRuoxrra>EAIo . A NaOI 1 I 3 t a� E Mu-K M�MwO1i� ,�L.. . PREPARED FOR ,,_. DR.CONSTANTINOS CONSTANTINOU A _ MNOMaN Q/! UNION STREET VER9NONL CONNECTICUT w RAM •.. :.:.. iii• "�V. 71r111oAN BSC GROUP 11 f t a+.a OIOOOION O� L`� ' `— - 4•t OOAat O P .. -,w.._ t OAON:T 300 Winding Brook Drive AnMx '••..'_' Glastonbury,Connecticut 06033 ..'•s.'s�s'•z••.• 860 652 8227 � —_.`}�'�''�'" 0 2078 BSC GROUP,INC. a n Q'� SCALE' 1" 30' N hJi E�� lJ I� ,� O •S •{Q ."'� N *r� `�aIIP11111 wr 0 15 30 fi0 FEET ❑ �� ISSUED FOR PERMITTING FILE:8356000-SP.DWG DWG.NO: JOB.NO: 83580.00 C-1•0 N { 1 � { G 6 Q \-T7-7-7 ! ! O REPRODUCTIONS OF THIS PLAN ARE UNLESSINVALID THEY BEAR THE SEAL OF THE UNDERSIGNED PROFESSIONAL. ti ! ! I -4- Elf � E ! {IM111--a to ^ � t � f �� � � �cQ', xeaea .•eS { { - k 1 4 I 118101[RaOR { { —.i_i i OIflIMIa 1RM M►d ! f iRort ws aRa --� ! 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W7;� � 1Tra/1m WWWaK ua rAK�t awr AAtnA aAaAt a► "_ \; r ` aatosTt raKtaK teaa WaaAAK 110raM1 AoK oarAol®WawIK JANUARY 16,2018 MW 0NNS KKKMOIa MWIMIT AM WK RAWa M L CAST NI PLACE clf6ht!WW 7REMM ORANI REINFORCED TURF Kwat 11WK - twat mm scAle ease War-1»-ar ra�>>s-ar 0011 OOINKIf —r*=04r AKAO WAR 10 AAITOR!RAIL mumm 1110103f, aMAK NLL a KOKKL WL Be NIK 0 11000001 0 f= / AGWE VAN O�AON � OAWWOi rlKeAsr O01oKR TW sN / I IaKu vx % amm Ws r Ito Qw My KTM WI Y N ►AREA A N .I ON VA19 NX 10 KUN 100 �6c~m PIPE R- '.I PREPARED FOR: ppg AM GALM FM' VNNI 1AK �aAllpll KML Ma10L NE PANS \ DR.CONSTANTINOS CONSTANTINOU 94 UNION STREET VERNON,CONNECTICUT . tW1aRKKN . N NAK PLAN ML'W(TOP SLAG) ImmN,�a3 New 1 T Tn 1mm A I omy MN!![�WNW0M ON NO WRAIN WAN RND WHN L BSC G�oV1 FM AND MIOI WALL War K NWI WM INK SIPACIM OMWIT�IN P K mL aWWKKI =1 300 Winding Brook Drive a R � pNI i^pLU BOOM Rp;�prR.0Y1KK aAK1N!W M K10M N L •� ,• "v., 1. -fI`WL KS 1 OOIIC wLAs 0 A0 FAO W� s COMM A Glastonbury.Connecticut 06033 2 116� IQI=PM AM GN D I�aOOM OF.HIND fM IN�DAWFU aNLL K Olaadl A� '! • ..�J .� Q�`gtAKIt�EKN 860 652 8227 A WKK 1K Ra101 KO1101 N 111K1AIaR TK OWIKMOIOt WALL OIw1NR 10 A=F*1 NNINW an 1K �®t1loK A NIffM. Aerie GRAM IN mARKi s INBONK M aM K�OTIW WAY N i0 �IMq A MIM INIMN,11I NOR 4. KNAINfir-MV AT IM If �INM.�KIKMN AM►I�MAMAA OMO-M. W}K 2017 BBC OMWRMIOat - 7. FRAK AND WAR MR WALL K OK OF INK 1OYaK@ ® SCALE GROUP, : 1 * p UMOMM AND OMt YEA �I�IR vLAM INN M CLAN N 'IL a 0N0`uKKK�ORiRKKN �ON A. ARA SUMA D DaXLLWwL N NN KKR R R1K sNW1 N 9a1KHt la)mw. 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THE i BEARING AREA PER CHAMBER:4.18 S.F. UNDERSIGNED PROP_SSIONAL. [ n I fr A I 12. ..___._._..__.._...__._.__...__.............--..._........_._._.._......�IJ FRONT VIEW SIDE VIEW ff� RNLI!NM6 L ffLfGfOM ffUOfft fMML f[ALY 11®IiR NL 10 N�-L 110NlIINOT'pl Olo•fset Np101®fOIAL 11P W Mw 4 111f Oft NA t g°. 3 _8• � - 4 DIA. �-- N 1- j8" I fi or fffM7ffe..IO FRANCIS J.VACCA 29M 8'FLOW LINE 14 SEC77ONA-A SECTION&B -- °____ -"'°`fllY/fIfIRffff7f.Li SITE PLAN _�* MODIFICATION fmnf:Malt: full@ Mas fed 85 NUTMEG ROAD SOUTH IN SOUTH WINDSOR CONNECTICUT DETAILS JANUARY 16,2018 i PREPARED FOR: DR.CONSTANTINOS CONSTANTINOU 7 94 UNION STREET VERNON,CONNECTICUT BSC GROUP 300 Winding Brook Drive Glastonbury.Connecticut 06033 860 652 8227 ®2017 BBC GROUP,INC. SCALE: AS SHOWN O FEET FILE:8358000-DET.DW G DWG.NO: i JOB.NO: 83580.00 C-T/(•1 PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 1/17/18 TO: Matt Galligan, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Chris Dougan, Heather Oatis, Kevin Cooney, Tony Manfre, John Caldwell, Andrea Confrancesco, Chris Duchesne, Vincent Stetson FROM: Michele Lipe, AICP, Director of Planning The Planning & Engineering Departments have received plans for the following projects: Appl 18-03P, 85 Nutmeg Road Site Plan Modification Location: 85 Nutmeg Road South ® Site Plan ❑ Subdivision No. Acres 5+ Zone I ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: Add loading dock to rear of the building 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 1/22/18 and return to the Planning Department. Lipe, Michele From: Summers,Walter Sent: Thursday,January 18, 2018 9:22 AM To: Lipe, Michele Subject: RE: 85 Nutmeg Road Site Plan modification Michele, I stopped in yesterday and it looks good. I am glad to see the interconnection and how the designer put the truck turning radius on the plans. Thanks Walter Summers, Fife Marshal Mail: 1540 Sullivan Ave., South Windsor, CT., 06074 Office: 232 West Rd 860-282-0669 Ext .1 www.southwindsor.orb Working Smoke Alarms and Carbon Monoxide Alarms Saves Lives Please be advised that all emails to and from the Town of South Windsor are subject to FOI requests. This e-mail message is intended only for the named recipient(s) above. It may contain confidential information that is privileged or that constitutes official work product. If you are not the intended recipient, you are hereby notified that any use, dissemination, distribution or copying of this e-mail and any attachments) is strictly prohibited From: Lipe, Michele Sent:Wednesday,January 17, 2018 4:34 PM To:Summers, Walter<Walter.Summers@southwindsor.org> Subject: 85 Nutmeg Road Site Plan modification Hi Walter, We have as site plan that has been submitted showing the proposed loading dock on the westerly side of the building. They have also included a plan that shows the turning radius around the site. This will be on next week's PZC agenda so if you could look at it and tell me of any concerns, I would appreciate it. Thanks, Michele Michele R. Lipe,AICP Director of Planning 1540 Sullivan Ave. South Windsor, CT 06074 (860)644-2511, ext. 252 i �pW N Sfq F Tlgu� al slow(./L ? d&uaot 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 Sox•co TELEPHONE (860) 644-2511 January 18, 2018 Dr. Constantinos Constantinou 94 Union Street Vernon, CT 06066 Dear Dr. Constantinou: Re: Appl. 18-03P, 85 Nutmeg South LLC - request for a site plan modification to add a loading dock and parking waiver for proposed uses, on property located.at 85 Nutmeg Road South, I zone Please be advised that the above referenced matter has been scheduled on the Planning & Zoning Commission Regular Meeting agenda for Tuesday, January 23, 2018 in the Madden Room of the South Windsor Town Hall, 1540 Sullivan Avenue. The Regular Meeting will follow the Public Hearing which begins at 7:30 p.m. Someone must be present at the meeting to represent the application. One sign advertising the meeting must be posted on the property for ten (10) consecutive days prior to the meeting and must be clearly visible from a town street. The sign must be posted on Nutmeg Road South by Saturday, January 18, 2018. Signs can be obtained in the Planning Department, Monday through Friday, 8:00 a.m. - 4:30 p.m. If you have any questions regarding this letter, please call 860-644- 2511, Ext 253. Sincerely, Lauren Zarambo Administrative Secretary MEMORANDUM To: Michele Lipe, Director of Plannning From: Jeff Doolittle, P.E., Town Engineer Date: January 23, 2018 Re: App 18-03P 85 Nutmeg South LLC Site Plan Modification I have reviewed the site plan modification for the above application and I have the following comments: 1. The location of the new driveway opening is good, but it is very wide - 0 feet at the street line. This driveway should be narrowed to 35 feet wide or less at the street line. Spot elevations need to be shown for the existing pavement, in the parking lot and street and in the middle of the proposed driveway to determine which way to slope this driveway so surface water in the parking lot stays there and surface water in the street stays there. This driveway may need to be constructed with a slight hump so additional storm water does not drain into or out of the parking lot. 2. There are two existing parking spaces in front of the proposed driveway, at the north end of the center rows of parking spaces, that need to be relocated to clear the approach lanes to this driveway from the parking lot. The pavement should remain as part of the circulation lanes. These 2 parking spaces can be moved to where the existing driveway will be closed. 3. Post 2 "DO NOT ENTER" signs at the north end of the one way driveway, (facing north) that will connect the south parking lot to the north parking lot 4. The loading dock and associated drainage system layout looks good. There should be an overflow outlet from the infiltration system to someplace away from the building, so this system does not back up into the trench drain and flood the loading dock area, if it gets full or clogged. 5. A Street Cut permit will be needed from the Town for the new driveway. Please let me know if you have any questions. Appl #18-03P, 85 Nutmeg Road LLC Site Plan January 23, 2018 Planning Department Report l. Request for a site plan modification to add a loading dock to the rear of the existing building, relocate the northern entrance drive and waiver for parking space requirements at 85 Nutmeg Road, I zone. Maximum impervious coverage allowed is 65%, 72.7% existing through a previous variance granted. . 2. Proposed loading dock will be to the rear of the building adjacent to the rail line, to best accommodate the truck traffic through the site, one of the existing curb cuts is being relocated to the northern end of the site so that the trucks will have the ability to circle the building and back into the loading area with the least amount of moves. A map of the turning radius have been provided. 3. The applicant's narrative illustrates the parking requirements for this building based on the uses is 240 spaces. They have provided 183 spaces and are a requesting a waiver of 57 parking spaces in accordance with Section 6.4.9. This allows the PZC to reduce the number required when demonstrated that: • The increase in stormwater run-off rate shall be held to a minimum by reducing the parking spaces, and/or • The applicant demonstrates through actual experience that a lesser number of parking spaces will suffice, and further that due to the nature of the building or business, future owners/occupants of the building are also unlikely to need to number of parking spaces required by the zoning regulations. 4. The PZC may recall that two of the users in this building have recreational uses and operate hours that are generally outside of normal workday hours. The configuration of the parking areas are changing and we would recommend that signage bee added so that it is clear on site. If this application is approved, signage should beaded for the one way drive connecting the two parking areas. 40* Sf4 C F �_� O-P siou V&U14at C U 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OSOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7014 2120 0003 3214 3931 January 25, 2018 Dr. Constantinos Constantinou 94 Union Street Vernon, CT 06066 Dear Dr. Constantinou: Re: Appl. 18-03P, 85 Nutmeg Road South Site Plan Modification We are pleased to advise you that the Planning & Zoning Commission voted on January 23, 2018 to approve with modifications the above referenced application for a site plan modification. This approval is to add a loading dock to the rear of the existing building; relocate the northern entrance drive and a waiver for parking requirements on property located at 85 Nutmeg Road South, I zone, as shown on plans prepared by BSC Group, Project No. 83580, dated January 16, 2018 as revised. 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. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. The building street number must be included on the final plan. 6. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 7. All free standing signs and/or building signs require the.issuance of a sign permit before they are erected. 8. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued (per CGS §14-311). 9. In accordance with Section 6.4.9,the Commission has granted a 57 parking space modification to the required number of parking spaces based on the uses presented to be 183 spaces. Any changes in uses with have to update changes in the parking requirements to determine compliance. 10. Engineering comments dated 1/23/18 must be incorporated into the final plans with the exception of the reference in Item#1 to narrowing the driveway opening(which is to remain 40 feet at the street line and not to be reduced in width). Black and white transparent mylars of Sheet#Is EC-1.0 and C-1.0 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 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, Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Francis J. Vacca, BSC Group ip BSC GPOUP Transportation.Energy■Land Development February 27,2018 300 Winding Brook Drive Michele Lipe,AICP Glastonbury, Cr o6o33 Town Planner 1540 Sullivan Ave. Tel: 86o-652-8M South Windsor,CT 06037 Boo-288-8123 RE: 85 Nutmeg Road South—Land Record Filing Fax: 86o-652-8229 South Windsor,CT www.bscgroup.com Dear Ms. Lipe, BSC is pleased to submit this Land Record Set on behalf of 85 Nutmeg Road South,LLC in accordance with the approval for application 18-03P for Site Plan Modification grated on January 23,2018. Please find the following responses to the modifications identified in the meeting for the approval: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. Response: Noted. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. Response: Mylar's filed with the Town Clerk's Office February 27,2018. 3. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. Response: Noted 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. Response: Noted S. The building street number must be included on the final plan. Response: Building Street# included on the Planset. 6. Pavement markings must be maintained in good condition throughout the site drives and parking areas. Engineers Response: Noted Environmental 7. All free standing signs and/or building signs require the issuance of a sign permit Scientists before they are erected. GIs consultants Response: Noted Landscape 8. If a State Traffic Commission certificate is required, no building permits will be Architects issued until the certificate has been issued(per CGS§14-311). Planners Response: Under this Site Plan Modification there was no expansion or change in land use that would trigger the review of a Major Traffic Generator. surveyors Michele Lipe,AICP February 27,2018 Page 2 9. In accordance with Section 6.4.9, the Commission has granted a 57 parking space modification to the required number of parking spaces based on the uses presented to be 183 spaces. Any changes in uses with have to update changes in the parking requirements to determine compliance. Response:Noted 10. Engineering comments dated 1123118 must be incorporated into the final plans with the exception of the reference in Item#1 to narrowing the driveway opening(which is to remain 40 feet at the street line and not to be reduced in width). Response: Please see Engineering responses below: Comment 1: The location of the new driveway opening is good, but it is very wide —40 feet at the street line. This driveway should be narrowed to 35 feet wide or less at the street line. Spot elevations need to be shown for the existing pavement, in the parking lot and street and in the middle of the proposed driveway to determine which way to slope this driveway so surface water in the parking lot stays there and surface water in the street stays there. This driveway may need to be constructed with a slight hump so additional storm water does not drain into or out of the parking lot. Response: The Planning and Zoning Committee rejected engineer recommendation to reduce the curb cut to 35 feet at the meeting on 1/23/2018. Therefore, the driveway remains at 40 feet wide at the street line. Spot elevations have been added and the driveway has been adjusted to minimize stormwater entrance to/exit from the site. See Sheet C-1.0. Comment 2: There are two existing parking spaces in front of the proposed driveway, at the north end of the center rows of parking spaces, that need to be relocated to clear the approach lanes to this driveway from the parking lot. The pavement should remain as part of the circulation lanes. These 2 parking spaces can be moved to where the existing driveway will be closed. Response: The two spaces in question have been removed and relocated to the south side of the same line of parking spaces. See sheet C-1.0 Comment 3: Post 2 "DO NOT ENTER"signs at the north end of the one way driveway, (facing north) that will connect the south parking lot to the north parking lot. Response: Signs added on Sheet C-1.0. Comment 4: The loading dock and associated drainage system layout looks good. There should be an overflow outlet from the infiltration system to someplace away from the building, so this system does not back up into the trench drain and flood the loading dock area, if it gets full or clogged. Response: We replaced the solid cover on the drain just before the infiltrators with a grate top to allow overflow of accumulated water. Comment 5: A Street Cut permit will be needed from the Town for the new driveway. Response: Noted. Michele Lipe,AICP February 27,2018 Page 3 Please find enclosed with this letter the following: • One (1) copy black and white transparent polyester film of Sheet EC-1.0 with approval letter. • One(1)copy black and white transparent polyester film of Sheet C-1.0 with approval letter. • Three(3)copies of the entire record set with approval letter. • All films and plans with original ink signatures and seals. Should you have any questions regarding this record submission, the please feel free to contact me at fvaccabsbsogroup.com or at my office at 860-652-8227 ex.4549. Respectfully Submitted, BSC Group—Connecticut, Inc. j Francis J.Vacca,P.E. Project Engineer