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HomeMy WebLinkAboutApp 14-52P Satellite Tool &amp; Machine Co. TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSI APPLICATION FORM RECE TE: Application Number: OC OCT f ' 1 Official Receipt Date: !© F J Mures Application #: �1 O 14 71 SOUTH NiINDSOR PLANNING pE.P APPLICANT:' Tod CC 6'^C C . PROJECT NAME: S e'1' Toe Z lh-04 i✓lf- -AW COMPLETE LOCATION OF PROPERTY: 1$� �7 Cd �✓�cic h!(� . OWNER OF RECORD ON LAND RECORDS: OWNER ADDRESS: +�— '"v� � UC/QL 0OC7 GIS PIN # Z�a 6Q b 1 G' ZONE NAME, ADDRESS,, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: OCR" Z 9 � rSg /[r}S C© V�Lp✓ J D cp O -7 GAD (Q Estimated resentation time: THIS APPLICATION IS FOR: (Check all that apply): __.1 j ® S�`�'e-[J ®� ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Manor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision [❑ pecial Exception to Table (Public Hearing and Certificate of Mailing Required) Site Plan of Development ❑ New modification Building(s) Sq Ft I y ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ 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) *An Application Pending Sign is required to be posted on the property for an applications tea 110) days prior to being heard by the Commission. P I IV Sign a of ant Sigridture of Property Owner Print Name of Applicant Print Name of Property Owner Revised 2/2014 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS APPLICANT r PROJECT NAME `— lA`i T '�� 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. i 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 Date Filed Vol/Pg Easement 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. 2 ✓' 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. 11X 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. 3 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. JAI 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. tL c� 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. _h:" 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 4 PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 10/14/14 CUSTOMER#: 000000000 TIME: 16:18 CLERK: laurenlz RECPT#: 20745866 PREV BAL: TP/YR: MS/2015 AMT PAID: 160.00 BILL: ADJSTMNT: EFF DT: 10/14/14 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 160.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 160.00 AMT APPLIED: 160.00 CHANGE: .00 PAID BY: PAYMENT METH: CHECK PAYMENT REF: 4728 Sattelite Tool Company 179 & 185 COMMERCE WAY SOUTH WINDSOR CONNECTICUT PROPOSED SITE IMPROVEMENTS DRAINAGE CALCULATIONS 10-13-14 PDS Engineering&Construction 107 Old Windsor Road Bloomfield,CT.06002 ��` �F C®N�'cj'�� (860)242-8586 S°° } / 22! The following is a Storm Water Management analysis for the proposed site improvements for Sattelite Tool Company at 179& 185 Commerce Way,South Windsor, Connecticut.The analysis will show the proposed site improvements,with underground storm water storage chambers&the addition of pervious pavement for the proposed additional parking, will result in a net decrease in runoff from this site. The Proposed Addition Roof runoff will be drained to five new StormTech SC-740 storage chambers.The additional required parking for the property will be on pervious pavement. For the design calculation in this area a 85%runoff coefficient has been assumed. The StormTech units are sized for a 100 year storm event. The calculation will show the following: Total existing site runoff=0.62 cfs Total proposed site runoff= 1.04 cfs Total increased runoff=0.42 cfs Proposed Drainage Area#1 to StormTech=0.70 cfs Total remaining sheet flow runoff across Pervious Pavement=0.34 cfs Net Decreased Runoff=0.62 cfs(existing)— 0.34 cfs = 0.28 cfs I. EXISTING DRAINAGE AREA RUNOFF A. EXISTING RUNOFF AREA#1 1.AREA=0.35 ACRE 2. COEFFICIENT OF RUNOFF GRASS C = .25 3.TIME OF CONCENTRATION DESCRIPTION OF FLOW SLOPE LENGTH VELOCITY TRAVELTIME GRASS 2.6% 75 FT. 1.25 93.75 Tc=93.75/60= 1.56 MIN. Tc=7.1 ( 5 MIN. MINIMUM ) 4. PEAK RATE OF RUNOFF Q=CiA (7.1)(.25)(.35) = 0.62 CFS II. PROPOSED DRAINAGE AREA RUNOFF A. PROPOSED RUNOFF AREA#1 1.AREA=0.11 ACRE 2. COEFFICIENT OF RUNOFF BUILDINGS= .90 3.TIME OF CONCENTRATION DESCRIPTION OF FLOW SLOPE LENGTH VELOCITY TRAVELTIME ROOF 2% 20 FT. 2.8 56 SEC. Tc=56/60= .93 MIN. Tc=7.1 ( 5 MIN. MINIMUM ) 4. PEAK RATE OF RUNOFF Q=CiA (7.1)(.90)(.11) = 0.70 CFS B. PROPOSED RUNOFF AREA#2 1.AREA=0.24 ACRE 2.COEFFICIENT OF RUNOFF C= .20(ASSUMED C=.25 (85%) _ .20) 3.TIME OF CONCENTRATION DESCRIPTION OF FLOW SLOPE LENGTH VELOCITY TRAVELTIME PERVIOUS PAVEMENT 1% 67 FT. 1.5 100.5 SE Tc= 100.5/60= 1.67 MIN. Tc=7.1 (5 MIN.MINIMUM ) 4. PEAK RATE OF RUNOFF Q=CiA (7.1)(.20)(.24) = 0.34 CFS StormTech Storage Chamber Sizing Calculation I Drainage Areas#1 TOTAL RUNOFF TO STORAGE CHAMBERS = 10.70 CFS i REQUIRED STORAGE VOLUME= 1/2 (3tc) (Qp) V = 1/2 (3) (60 sec) (5 min ) (0.70) =315 cu/ft I 1 StormTech SC-740 w/6"STONE BASE=69.83 CU/FT CAPACITY i 315/69.83 =4.51 ( 5 UNITS REQUIRED) 5 UNITS PROVIDED j i I I I I i Il i I i' PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 10/15/14 TO: Matt Galligan, Fred Shaw, Michael Gantick, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Andrea Confrancesco, Glen Buonanducci FROM: Michele Lipe, AICP, Director of Planning The Planning &Engineering Departments have received plans for the following projects: Appl 14-52P, Satellite Tool Site plan Modification Location: 185 and 179 Commerce Way ® Site Plan ❑ Subdivision No. Acres 1.8+ Zone I ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System Project Description: 4,140 sf addition 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 10/21/14 and return to the Planning Department. told" Sf4 co ap s-ate ?d m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 son•co TELEPHONE (860) 644-2511 October 15, 2014 Jack Lukasik Satellite Tool & Machine Co., Inc. 185 Commerce Way South Windsor, CT 06074 Dear Mr. Lukasik: Re: Appl. 14-52P, Satellite Tool & Machine Co., Inc.- request for a site plan modification for a 4,140 sf addition, on property located at 179 and 185 Commerce Way, I zone Please be advised that the above referenced matter has been scheduled on the Planning & Zoning Commission Regular Meeting agenda for Tuesday, October 28, 2014 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. A sign must be posted on Commerce Way by Friday, October 17, 2014. 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, Town Planner From: Jeffrey Doolittle, Town Engineer (3 9 Date: 10/23/14 RE: Application 14-52P—Satellite Tool Addition— 179 &185 Commerce Way Engineering has reviewed the plan for the above application and has the following comments: 1. there should be bituminous curbing on the west side of the new parking area to the north of the building at 179 Commerce Way. This is to keep stormwater runoff from flowing down the steep gulley to the west. 2. The detail for the Pervious Pavement should specify the size and gradation of the clean gravel and include specifications or a manufacturer of the pervious concrete pavement. Please contact me if you have any questions. Ii Appl 14-52P, Satellite Tool Modification October 28, 2014 Planning Department Report 1. Request for a site plan modification to aq 4,010 square foot to the existing industrial building located at 17Y and 18 Commerce Way, I zone. The additions are in two location — a small addition in the front connecting the buildings and a larger addition towards the rear connecting two buildings. 2. With this proposal, the applicant is proposing to combine the two industrial properties into one lot. We would request an approval condition to accomplish this. 3. With the combined lot, the lot area is just under 2 acres. Maximum impervious coverage allowed is 65%, 62.5% proposed. All other zoning requirements appear to be met. 4. The parking requirement for this facility is 47 spaces, 45 spaces are proposed with 3 spaces shown as reserve spaces. 5. There are three additional wallpaks proposed to be added on the building for the new parking area. 6. There is no outdoor storage area proposed. 7. There are no regulated wetlands on this site; Jeff Folger has reviewed the E and S measures that will put in place during construction. 8. Public water and sewer currently service the site. 9. There is an existing dumpster shown on a concrete pad and screened. 10.If this application is approved, Planning Dept has no additional modification to request. t0W N Sf4 CID . Town O_PSOU h ?&&'40t 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL7011 1570 000 6337 1105 October 31, 2014 Jack Lukasik. Satellite Tool &Machine Co., Inc. 185 Commerce Way South Windsor, CT 06074 Dear Mr. Lukasik: Re: Appl. 14-52P, Satellite Tool &Machine Co., Inc. Site Plan Modification We are pleased to advise you that the Planning & Zoning Commission voted on October 28, 2014 to approve with modifications the above referenced application. This approval is for a site plan modification to add 4,010 square feet to the existing industrial building on property located at 179 and 185 Commerce Way, I zone, as shown on plans prepared by PDS Engineering & Construction, Inc. dated 10/13/14 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 8.1.11 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. This approval does not constitute approval of the sanitary sewer, which can only be granted by the Water Pollution Control Authority. 6. The building street number must be included on the final plan. 7. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 8. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 9. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 10. The properties at 179 and 185 Commerce Way must be combined into one property and a new deed filed on the land records. 11. Signage or/and convex mirrors must be installed on the westerly side of the building to address traffic safety concerns. A black and white transparent mylar of Sheet # C-101 with the above modifications, together with three blueprint 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 within 30 days 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 mylar has been signed by the Commission, it 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 DATE 1qqIIF 10-13-14 P&Z APPLICATION ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A - THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO REQUEST FOR A BUILDING PERMIT.WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED,ALL SCHEDULE INSPECTION OF SUB-BASE,GRAVEL,PAVEMENT,SIDEWALKS,DRAINAGE LOT CORNERS MUST BE PINNED. STRUCTURES AND PIPES,SANITARY SEWERS AND MANHOLES. ' ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND STANDARDS AND CONNECTICUT D.O.T.FORM 814AS AMENDED LOCATION ACCEPTABLE TO TOWN STAFF. ^0 1p EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES N/F EROSION AND SEDIMENTATION CONTROL HANDBOOK"PREPARED BY THE SOIL CONSERVATION OR ROADWAYS REAL GROUP LLC. - b SERVICE 1985 HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN VOL.939,PG.122 NEW PERVIOUS PAVEMENT NO SITE IMPROVEMENTS SUCH AS DRAINAGE,SANITARY SEWER,SIDEWALKS,EXCAVATIONS, REGULATIONS FILLING,PAVEMENT OPERATIONS,ECT.SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND HORIZONTAL DATUM BASED ON M.D.0 SILT FENC� AS REQUIRED BY THE PLANNING AND ZONING COMMISSION,IS POSTED WITH THE CONCRETE PAD TOWN OF SOUTH WINDSOR. THERE ARE NO WETLANDS ON PARCEL TO REMAIN NO STUMPS TO BE BURIED ON SITE. PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN N AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE ALL ROOF LEADERS SHALL BE 71ED INTO S70RM DRAINAGE SYSTEM / Mom, $ �, REQUEST FOR A CERTIFICATE OF OCCUPANCY. UTILITIES 70 BE TAPPED OFFEXISTING BUILDING : 24.00' Z o t / _ ,p0 m o 1 ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF THERE SHALL BE NO OUTSIDE STORAGE ON SITE s 1 t DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE 21,20' / P ` p N/F DEVELOPER.IN ADDITION,THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE, m 1 STATE OF CONNECTICUT REPAIR,REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES EXISTING BUILDING S.o •' xpR9 rm VOL.625,PG.469 C.B. 80 AO O r HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF. TW.73.9 >.0'S1 INV.73.97 TDO 7 1 t THE USE,STORAGE,OR DISPOSAL OF MATERIALS N071N ACCORDANCE WITH WHAT IS tst RRorosE- Isu,•sc]ao 1 SHOWN,S THE APPROVED PLANS,OR REQUIRED BY ANY REGULATORY AGENCY,MAY RESULT >gp Zg x irN ELev is ion 3 - `j,., 1 IN THE IMMEDIATED REVOCATION OF ANY PERMI71APPROVAL GRANTED BY THE COMMISSION. - 9 5)° 0 8p 40 x QHD P'+" / PDS ENGINEERING& �€ S� P 6pg6 �1 CONSTRUCTION,INC.. j12 OHD / 10704 d Wind-Road RDad o�onoN 20DD' 1 0� 1 LE NYC\ 1 Bloomfield,ConneclCut.06002 24.00 s ' $ s Telephone:(860)242.8586 .20�0 1 6]00' A 20.00' ,. FAX(860)242.&%7 IN1✓/3.76(8) �. ec`o SITE ENGINEERING �.3 x s \\ 42 N 1 9A0' x 77.24 55 e a Co0,00 2s9z' 1 / "A 7224 JJ90 - oo X ,; EXISTING BUILDING PDS ENGINEERING & CONSTRUCTION 72.etA" v. i x 79• m FIN.FLR.ELEV.80.50 9,996 SF / 107 OLD WINDSOR ROAD '1'Oc 1� 179 COMMERCE WAY ,00 OHO 1 �o z s4Do' 1 BLOOMFIELD,CONNECTICUT 06002 12LP P5V" NUFAMR 1 860-242-8586 \.- �•Fls a T J ,y Nv.ELEv]e.a1 G ; 78 OWNER C wXN x 78'o o ; J JAN & ELIZABETH LUKASIK m m f - v 12 ROBINS WOOD WAY \.\ y SSi�P6% gx ; PROP0392SDD�jQ NI�F. p00' ♦�h2` 76 / SOUTH WINDSOR,CONNECTICUT 06074 \ H-HON j2.�/ sLoass1 _ iFfN.FLR.80.50 ''^^ 180.00 ♦y`~' 74 860-290-8558 .E 79.28 1, n,). or yyy" 1 ♦ 860-290-8568 (FAX) � \ u 2000' 122 EXISTING ro roy�Y�' -a000'- '.Im k\ ,72 \ to 6 :_/ CONNECTOR �' ♦ 8 ce n INY.773 550 S.F. ♦ # 70 / REMOVE ISLANDS 00 X 66.9� 11If ♦ �`_ 6 o. \ (2)NEW PARKING STALLS 80' FIN.FLR.80.50 D / cols, PROPOSlk&6.0TU 'a�z �a - - 748 S F. _ ✓' t R35 SPN• D MV: ^' 'F�FLR 80.50 25.00 0 1 p . EXISTING ADDITION ; Wetlands FIN.FUR 3,400 S F. 0 10' A 00 ; s y _ v64.97x+ f EXISTING BUILDING .0 - ` - � se�ap0s FIN.FLR.ELEV.80.50 .� 9.00 HYD. "'' \ AO X `txlF`R 8,424 S.F.EXI 1 A SANMH -1»V7»�.LA 79.68 - 185 COMMERCE WAY 1 o i=.773 B5 CLA. �G x j I RipRap Channel to (1)FUTURE PARKING STALL LOT AREA 1 -�l. Progeny Line p _G 82,283 ". Ft \\f)- a a 1.889 Acres -o N Wi o a '1 LUKASIK JAN/& ELIZABETH 1 \ u• - 3x6ft.Gahion Baskets m Q VOL.1024,PG.268 1 o f a v g9:oo' 80.22x 11 68 } O a w Z 0 I + &Reset Plunge d '< 41 00, 11 \ 68. , 8 Reset 8.0 Flared E d Q0 70 00• 3000 `` 2 0 0 22 0 b' DOHESTI VP �� m Exist.Outlet Structure / Q Q ♦ .n I i 1 C.B. g0.60 x \ K -. TF73.15 / /J (7 J Y I u IN NV73.25 ExlF 1-eDs@. - - i O 0. <q C Inv.12"RCP 69.50 / J U Z f-+fJl 78 7.81x �` mN Inv.6"Orifice 70.00 Uj 3 Lo W W LL 80 I INV.72.55 Z- r 0 Z E%1$T ST.SHED O N W w EXI W Q I DO An FF 78.47 0o H Z 0 o W �0 CL N 0 0 L 14'-7,4'-33.7' fOFT.S.Y. 7"r-'- J O Z F- F 79.7 L=14.Oo -� Z A IR=350.00' (2)FUTURE PARKING STALLS _ LL &BIT.CURB 8074 V �r//�� F C9 /0 TF804 I �78 O V/Q O CL Q of I d 0 ZONING DATA TABLE PROPOSED SITE LAYOUT PLAN SEAL 179.185 COMMERCE WAY 1 =20 MAP REFERENCE: ZONE:I(INDUSRIAL) PHASE II JOHN FITCH INDUSTRIAL CENTER PROPOSED PROPERTY AT SULLIVAN AVENUE&RYE STREET REQUIRED EXISTING SOUTH WINDSOR,CONNECTICUT SCALE:1"=100' LOT AREA 20,000 SF 82283 SF 82,283 SF DATE:JAN.1987 REV.NOV.17,1987 ZONE:I LOT WIDTH 100 FT. 200.02 FT. 200.02 FT. LEGEND PREPARED BY LUZZI ENGINEERING&SURVEYING AVON,CT. 150 FT. 300.42 FT. 300.42 FT. LOT DEPTH 104.00 FT. - - EXISTING CONTOURS A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANY FRONT YARD 35 FT. 104 8 FTT. 23.08 FT. 179 COMMERCE WAY SOUTH WINDSOR,CT. SIDE YARD 10 FT. 23.08 FT. 25.92 FT. 82.00 EXISTING SPOT ELEVATION PREPARED BY PDS ENGINEERING&CONSTRUCTION - REARYARD 25 FT. 27.00 FT' 3222% 1,0 PROPOSED SPOT ELEVATION ENGINEER: FB ARTHUR M.NERIANI,L.S.AVON,CT. MA .9U1401NG COVER 50% 27.19% DATE:6-10-02 REV.11-13-03 SCALE:V=20' IMPERVICS)3COVER 65% 56%(INCL.FUTURE PARKING) 62.50% EXISTING CATCH BASIN ARCHITECT: •'•NO WETLA11W OR WATERCOURSES ON PROPERTY"' LEI EXISTING METAL HALIDE EXTERIOR WALL PACK PROJECT MGR: 6 (4 EA.)NEW 70 W METAL HALIDE EXTERIOR WALL PACK(FULL CUT-OFF) �� , � DRAFTED BY:BF REQUIRED PARKING CALCOJLATION: DAYBRITE WTM070MMT-FWT Mounted to Building @ 1411 AFG EXISTING OFFICE =29OSF/1000=19470(4.5)F/ =13.05 � EXISTING MANIJFAC7i#IING S 70 0=2.9 1 C-101 PROPOSED MANUFACTURING= 4140/700=51 TOTAL REQUIRED=4712 HANDICAP) TOTAL PROVIDED=48(2 HANDICAP) TOTAL FUTURE STALLS=3 DATE ISSUE 0- 3- 4 P&Z APPLICATION ALL FRONT LOT CORNERS ARE TO BE PINNED/STAKED AT THE TIME OF SUBMITTAL OF A THE DEVELOPER SHALL NOTIFY THE TOWN ENGINEER'S OFFICE 24 HOURS IN ADVANCE TO REQUEST FOR A BUILDING PERMIT.WHEN A CERTIFICATE OF OCCUPANCY IS REQUESTED,ALL SCHEDULE INSPECTION OF SUB-BASE,GRAVEL,PAVEMENT,SIDEWALKS,DRAINAGE LOT CORNERS MUST BE PINNED, STRUCTURES AND PIPES,SANITARY SEWERS AND MANHOLES. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF SOUTH WINDSOR ANY EXCESS EXCAVATED MATERIAL MUST BE DISPOSED OF IN A SUITABLE MANNER AND STANDARDS AND CONNECTICUT D.O.T.FORM 814,AS AMENDED LOCATION ACCEPTABLE TO TOWN STAFF. EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE ANY APPROVED EXTERIOR LIGHTING SHALL NOT BE DIRECTED ONTO ABUTTING PROPERTIES EROSION AND SEDIMENTATION CONTROL HANDBOOK'PREPARED BY THE SOIL CONSERVATION OR ROADWAYS REAL N/F GROUP LLC. �b SERVICE 1985 VOL.939,PG,122 HANDICAP PARKING STALLS SHALL BE MARKED IN ACCORDANCE WITH STATE AND TOWN NEW PERVIOUS PAVEMENT NO SITE IMPROVEMENTS SUCH AS DRAINAGE,SANITARY SEWER,SIDEWALKS,EXCAVATIONS, REGULATIONS - FILLING,PAVEMENT OPERATIONS,ECT.SHALL COMMENCE UNTIL THE SITE ENGINEERING BOND HORIZONTAL DATUM BASED ON M.D.0 ASREQUIREDBYTHE PLANNING AND ZONING COMMISSION,IS POSTED WITH THE SILT FEN-E TOWN OF SOUTH WINDSOR. THERE ARE NO WETLANDS ON PARCEL CONCRETE PAD _ TO REMAIN NO STUMPS TO BE BURIED ON SITE. PARCEL IS NOT AFFECTED BY 100 YEAR FLOOD PLAIN ALL ROOF LEADERS SHALL BE TIED INTO STORM DRAINAGE SYSTEM w AN AS-BUILT PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO THE - - 15.00• REQUEST FOR A CERTIFICATE OF OCCUPANCY. UTILITIES TO BE TAPPED OFF EXISTING BUILDING 24M 1� ANY ADDITIONAL SEDIMENT/EROSION CONTROL MEASURES DEEMED NECESSARY BY STAFF THERE SHALL BE NO OUTSIDE STORAGE ON SITE / DURING CONSTRUCTION OF ANY SITE IMPROVEMENTS SHALL BE IMPLEMENTED BY THE IN ADDITION,THE DEVELOPER SHALL " 21.20' m c N/F DEVELOPER. L BE RESPONSIBLE FOR MAINTENANCE, STATE OF CONNECTICUT REPAIR,REPLACEMENT OF ALL REQUIRED CONTROL MEASURES UNTIL ALL DISTURBED ARES EXISTING BUILDING 5. ypR9 C.B. 80?° 1� VOL.625,PG.469 HAVE BEEN STABILIZED TO THE SATISFACTION OF STAFF. 59E TF 79.85 v0' INV.73.97 TOOK THE USE,STORAGE,OR DISPOSAL OF ANY MATERIALS NOT IN ACCORDANCE WITH WHAT IS Isl a6ov T -0 1 SHOWN ON THE APPROVED PLANS,OR REQUIRED BY ANY REGULATORY AGENCY,MAY RESULT ELEV' 1 f IN THE IMME THE REVOCATION, ANY PERMIT/APPROVAL GRANTED BY THE COMMISSION. 80.25 x INV.ELEV.]6.1 m 1 j @1. �o B°40 x °"D PDS ENGINEERING& �12�F�?pO s P eoa9' / CONSTRUCTION,INC. O"p / 0� / N zer. NV t5nt utNapeon.��AO. q Windsor Road f3loomireld,QOnneCYcut 06002 24.00' 67.Oo' � Telephone:(860)242.8586 C.. 8 20,00' p , / FAX(860)242b587 \ 12P°S ,e/e I IV.73.41,(12'). y- ew �g 1 3Ao• q3 x 9' ; -1A 77.A6 55�F' $. �IN1C/3.75(e") 9A0' po zs.92• 1 / J/ SITE ENGINEERING 72.24 .9 m 0• , 1 EXISTING BUILDING V. n /�.90 x' 79,00 x 1m FIN.FLR.ELEV.80.50 1 PDS ENGINEERING & CONSTRUCTION 9,996 SF 107 OLD WINDSOR ROAD 179 COMMERCE WAY °ND Rce `6 Q z / BLOOMFIELD,CONNECTICUT 06002 iSt45 ` r'q ' ,m ,ziFc a4NlLERnEfl ,j� 1 860-242-8586 0 fn 8 ,� o �], .."'vfl*► 78 78, OWNER JAN & ELIZABETH LUKASIK �, 12 ROBINS WOOD WAY - C PROPOSED A T M� B MEs?i/ � 3392sF o,00 �? 76 _ SOUTH WINDSOR,CONNECTICUT 06074 oDOTe - �MFLR8050 '`� � �_ 860-290-8558 \.79.2e 1t Lj' zxaoa`o tt1 122c0 a Ax s 1 Bo.00 .y 74 860-290-8568 (FAX) v g aa' EXISTING ro ro V�' •` � A0.00' 1 72 \ a to CONNECTOR , Z INV.77.3 ( 70 REMOVE ISLANDS O (10 x 550 S.F. Y 't.�""'• (2)NEW PARKING STALLS 8G� eo. . PROPOSED A[�pRl FIN.FLR.80.50 a 1g�� en 66 .FUS.F.pr1. 1NV.155a {. �1�I 1A" 'FIrfLR.80.50 80 v a ? .G. 6 '/ ..80 .. 115p0' Wetlands 79.01) k EXISTING ADDITION .g >n tao^s ate" FIN.FUR.ELEV.80.60 1 o' - \ \ R!43.400 S.F. 1 :64.97x:1 _r1 '0 f EXISTING BUILDING 1000' ) ` . ao��pp0s FIN.FLR.ELEV.80.50 >�, I9.00 .N HYD. E%K�S SAN,IA v' \� 40 x t2f r`0 8,424 S.F. .A SAN.MH ,tMvi4.e6 79,68 185 COMMERCE WAY $ m v IiV 714 La. x RipRap Channel to G. A (1)FUTURE PARKING STALL OT AREA ,I, Propedy Line VVV��� �T/E� F83 R:E Ft 1 p 89 Acres 0 0 m N/F a LUKASIK JAN & ELIZA13ETH 1\ N'w i; Z "I w 2 o, Z I 3x6n.Gabion Baskets v a O O VOL.1024,PG.268 1 Z 00' t o v 49. 80.22x ; .0 68 p a 9 I I F $ 1 \ - - Rip-Rap Plunge Poo Z U c g j &Reset 12"Flared E of a 1 1 68. @ Inv.68.00 G Z O �5 i 22.00' � � \ - -� � c. OU ,� ct I 6,30R STSC VR \` 72 / O Z 1, a j•D - `\ m\ Ezisl.0utlet Structure Q 41 a o I u f,IfJT`/"R C A 1 i I NNf' i i C.B. F7TF 7.0 J K 25 In.1OifCPe67905000 wZ rW78 \ � O Z` OW J Up 3 N 80 - I ..» INV.72.55 I -e ` '^ U Z Durw pis EXIST.SHED O W V+ w 0 FF 78.47 o 1 Z 0o �Uj W O U NQ V/ d=04'-1,4'-33.7" fOFT.S.Y. 72 \ J 02 Z .• F O 79.7 L=14.00 - __ 2 I R=350.00' (2)FUTURE PARKING STALLS L &BIT.CURB 8p 74 Z r U 0 O TF8 04 W 'a^ n Q- Z �78 1 Na �No Q a I Elf Q_ o ZONING DATA TABLE PROPOSED SITE LAYOUT PLAN SEAL 179-185 COMMERCE WAY 1"=20' MAP REFERENCE: ZONE:I(INDUSRIAL) PHASE II JOHN FITCH INDUSTRIAL CENTER PROPERTY AT SULLIVAN AVENUE&RYE STREET REQUIRED EXISTING PROPOSED SOUTH W INDSOR,CONNEITICUT SCALE:1"=100' 82,283 SF DATE:JAN.1987 REV.NOV.17,1987 ZONE:1 LOT AREA 20,000 SF 82,283 SF 200.02 FT. LEGEND PREPARED BY LUZZI ENGINEERING&SURVEYING AVON,CT. LOT WIDTH 100 FT. 200.02 FT. LOT DEPTH 150 FT. 300.42 FT, 100,42 FT. A-2 SURVEY PREPARED FOR SATELLITE TOOL COMPANY FRONT YARD 35 FT. 104.00 FT. 104.00 FT. --- - - -- - EXISTING CONTOURS 179 COMMERCE WAY SOUTH WINDSOR,CT. SIDE YARD 10 FT. 23.08 FT. 23.92 FT. 82.00■ EXISTING SPOT ELEVATION PREPARED BY PDS ENGINEERING&CONSTRUCTION REAR YARD 25 FT. 42,00 FT. 25.92 FT. ARTHUR M.NERIANI,L.S.AVON,CT. MAX.BUILDING COVER 50/ 27.19% 32.22/ PROPOSED SPOT ELEVATION ENGINEER: FB DATE:6-10-02 REV.it-13-03 SCALE:1"=20' IMPERVIOUS COVER 659% 56%(INCL.FUTURE PARKING) 62.50% EXISTING CATCH BASIN ARCHITECT: NO WETLANDS OR WATERCOURSES ON PROPERTY"' j EXISTING METAL HALIDE EXTERIOR WALL PACK PROJECT MGR: `7 (4 EA.)NEW 70 w METAL HALIDE EXTERIOR WALL PACK(FULL CUT-OFF) _� DRAFTED BY:BF REQUIRED PARKING CALCULATION, DAYBRITE WTM070MMT-FWT Mounted to Building @ 140 AFG EXISTNG OFFICE =2900 SF/1000(4.5) -13.05 EXISTING MANUFACTURING =19470SF/700=27.81 PROPOSED MANUFACTURING= 4140/700=5.91 C�101 TOTAL REQUIRED=47(2 HANDICAP) , J ' \' �`� .,, TOTAL PROVIDED=48(2 HANDICAP) ••••��••••����� TOTAL FUTURE STALLS=3