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Home My WebLink AboutSite Plan of Development (134) TOWN OF SOUTH WINDSOR, CONNECTICUT PLANNING & ZONING COMMISSION APPLICATION FORM INC,XXV, Application No. : _ q(,- 6 d P JAN 5 4V Date Received: q_ /-& 1996 Action/Public Hearing by: South Receipt No. Windsor Planning & Zoning Commission APPLICANT: ferry avlc� TOSep� PuiLa. ADDRESS: FI,torn $ow/ey"d ,Sowfi Wlnw.50-r CT OWNER OF RECORD ON LAND RECORDS TeYry OLAI IOSeLA . PU,1';a ADDRESS: Same me of s al yVe) COMPLETE LOCATION OF PROPERTY: I SA,NRe OLS q,6oVe Assessor's Map # 5 Parcel # 4-2- NAME, ADDRESS, & TELEPHONE # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Arck;,f : tFl- c 0114er 0/tner COrnJPi�la �l�G. 35s kc,9hland Avencte, G e G THIS APPLICATION IS FOR: (Check all 'that apply) : �203� 25'D- 987t" _1 . Zone Change to (Public Hearing required) _2. Subdivision/Resubdivision a. _ Subdivision Minor Major b. _ Resubdivision Minor Major (Public Hearing Required) C. _ Conditional Approval d. _ Open Space Subdivision (Public Hearing Required) _3. Special Exception to Article (Public Hearing Required) 1/4. Site Plan of Development C _5. General Plan of Development _6. Earth Filling (Sec. 101 and/or Earth Removal (Sec. 91 (Public Hearing Required) _7. Regulation Amendment: Zoning Subdivision _,8. Amendment to Town Plan of Development _,9 . Temporary and Conditional Permit _10. Other (explain in detail) : -J7-,t,r,4. Appli ntC7 P o pert_ Ow /�- p y r (See reverse side for additional information) BETWEEN ROUND SITE PLAN 1. Application for a site plan approval for the expansion of the existing facility and parking area at 19 John Fitch Boulevard, GC zone. 2. Current site size is 30,296 sf. Proposed impervious coverage is 7 6%-6 5% allowed. The applicant received a ZBA variance for the M% impervious coverage. They also received variances for the existing front yard setback and for a second si n, to be 40 sf in size. Proposed building coverage shold be adde� to the plans. 3. The proposed building will be utilizin� 6,412 sf in the manufacturing of the products and 1, 39 sf will be for the restaurant. With these two uses, our parking re ulations require 40 spaces. The applicant has provided spaces and is requesting a waiver of A spaces. In addition the applicant is requesting to allow sorffe of these spaces to 6' X 18 in size. 4. There is public water and septic servicing the site. The applicanf has installed a new septic system which was approved by the Town Sanitarian. 5. The existing curb cut will be reduced in size. The traffic pattern for fhis site will include an entrance for patrons and lip, workers to enter and exit the site from the northerly entrance and the southerly entrance will be for the deliveries of goods. D They will be accessingthe loadingdock primarily with vans. o� These vehicles are able to enter the site and turnaround on site ,o x k'A'd, prior to leaving the site. q Signs will be posted indicatingwhich entrances are for deliveries/customers. It shoud be noted that any 18 wheeled C vehicles entering the site will have to approach the loading dock from the north and exit out the southerly driveway. There will be no backin up of vehicles on Route 5. The applicant has indicated tha� this type of vehicle will be visiting the site on a very limited basis. The traffic authority has been involved in the design of these entrances, and is comfortable with this being the best solution for such a tight site. Because Route 5 is a stafe road, this site plan will subject to DOT approval. 6. The Architecture and Design Review Committee has looked at this plan and has been satisfied with the changes made by the applicant to address there concerns of the appearance of the building from Rte 5. The onlyrequest theyhad was that a pack light (or some other lighting fixture) be added to the loading dock area to provide for some light within the loading dock. 7. The applicant is proposing two signs for the property. The applicant has received a variance-from the ZBA to be allowed a second sign; that free standing sign will 40 sf in size. If this application is approved, we have the following modificafions to request: the ZBA approval letters be reproduced on the plans Zoning data table be updated to reference ZBA variances granted and parking waivers being requested Engineering department is requesting that a detail for the wheel stop be shown on the plans. key map be drawn in conformance with Section 8.v.x, of the zoning regulations 7 71 LLA ndltu.f z f d (s o d eve S"du�w te �oal 6('�44_y reo .t ' S f f F �L Q ' t � 11 n , _ 7'k-Fz�a�J: �/x'_ �•�e,E „a��. � rwe�c��... Lc16u� - �,(�{ I August 14, 1995 Eric Oliner Oliner Combelic 355 Highland Avenue Cheshire, CT 06410 Dear Mr. Oliner: Re: Between Rounds Preliminary Review TOWN STAFF CONCERNS: 1. Site access and circulation - all departments are concerned about truck access and maneuvering to proposed loading docks at front of site. 2. No maneuvers are allowed on public street; the crossing of right traffic lane by trucks entering from left traffic lane is prohibited. 3. Aisle width between parking rows is also a concern. 4. Where will snow be placed after removal? Very tight site. ARCHITECTURE AND DESIGN REVIEW COMMITTEE CONCERNS: 1. Loading locks facing Route 5; truck maneuvering in this area. 2. Board indicated that preliminary concept as shown would be unlikely to generate a favorable review. Suggest moving loading docks to rear of building (south side). Also, suggest that east elevation be revised to resemble restaurant elevation (north elevation). If you have any question regarding these comments, please contact the Planning Department at 644-2511, ext.253. Very truly yours, Marcia A. Banach, AICP Director of Planning S0W N Sf1 �O70wn o-le U a c 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 0e•c0�' AREA CODE 203/644-2511 September 15, 1995 CERTIFIED #P389189060 Mr. Jerry Puiia Mr. Joseph Puiia d/b/a Between Rounds 19 John Fitch Blvd. South Windsor, CT 06074 RE: Appl. #2287-95 - Jerry Joseph Puiia, d/b/a Between Rounds 19 John Fitch Blvd. Dear Sirs: At the September 7, 1995 meeting of the South Windsor Zoning Board of Appeals, the Board approved your requests for a variance to Section 10.2 to allow 76% impervious coverage and a 10 , variance to Section 10.2 to allow a 40 , front yard setback. The hardship noted on the 2 variances granted is that there was acquired as much land as possible but zoning regulations require more parking as a result of expansion. There is no more land available. The Board denied without prejudice your request for a variance to Section 5 .2 . 4 .4 and 5 . 1. 3 to allow two additional signs, one free standing 52 sq. ft. , and a second building sign 23 sq. ft. , at property located at 19 John Fitch Blvd. , GC Zone. The reason for the denial on the last variance is because there was lack of information. The Board felt they needed more information on the size, shape, location, lighting, wording and more information on the proposed building signs . Any new building, or alterations/additions to existing buildings, may require Plannng & Zoning approval and a building permit prior to start of construction. This action is effective September 7, 1995 and upon your filing the enclosed form in the Town Clerk's office at your own expense. Very truly yours, Robert W. Warren, Chairman Zoning Board of Appeals RWW:dr Attmt. cc: Building Department Planning Department MEGSON & HEAGLE JOB --v C'- , '; !D"— I -- — I--,—/ Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road GLASTONBURY, CONNECTICUT 06033 CALCULATED BY DATE IZ�2-? CHECKED BY DATE SCALE c;L ............. ......... ..... .......................... ........... ................................ .4 .......... ........................... .......... ......... ............ 1-5 ot�1-5: ................... ........... ................... 96 19 v-...........- :BAN ............. .......... South Windsor ............ ............ 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T-i07AL..... vas. . 6�Y- ............ ............ 4— PRODUCT 204.1(Sigle Shells)205-1(PaMed) Inc.,Giolon,Mess-01471.To Order PHONE TOLL FREE 1800 225-6380 MEGSON & HEAGLE JOB r, — "-Civil Engineers & Land Surveyors SHEET NO. z- OF 81 Rankin Road 6 Lll)r— DATE I Z Z 7 s GLASTONBURY, CONNECTICUT 06033 CALCULATED BY. CHECKED BY w� �^^ DATE _ SCALE C2. _. _... CaP-ASS .._.... ....... .... sue.. '/p j_OU `LIZ ...................... —� -_P a1 tC rLa cj 43 - 1 i V Get-t�Nt Z Z G F 3v PRODUCT 204-1(Single SOeets)205 1(Padded)��Inn:..Groton Mass.01471-To Order PHONE TOLL FREE 1 800-225-6380 JOB zOY- MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. -3 81 Rankin Road OF_ GLASTONBURY, CONNECTICUT 06033 CALCULATED ly---M Jl DATE CHECKED BY (A.) DATE SCALE .......... ....... ........... ......... ........ .............. .......... ..... .......... .. .......... ..... ......... ........ ...... A<-�.......... 17 T L ....... .......... ............. ................. .......... .......... . . . .................. Ic-F ... ....... .......... .......... ...... ...... .... .......... .. ......... ... ........ ........ ...... t-F 1 bt� . ..... ....... --5 T PRODUCT204 1(Sff@1eS1ft1s)205-1(PadM)�efnc.,G101m,Mass,01471.To Order PHONE TOLL FREE 1-800-225 63&0 MEMORANDUM TO: Marcia A. Banach, Director of Planning FROM: Jerry C. lazzetta, Town Engineer DATE: January 10, 1996 RE: BETWEEN ROUNDS SITE PLAN 96-02P We have reviewed the plans for the proposed Between Rounds Site Plan dated 12-28-95 and have the following comments: Sheet 1 1 . Infiltrator detail requires a dimension from centerline to centerline of infiltrators. Also material touching infiltrators must be identified. 2. The stormwater should be caught within the pavement and piped to infiltrators. 3. Applicant needs to provide calculations to show that the catch basin can handle the flow. 4. Disposition of roof leaders needs to be indicated. 5. Note indicates pavement to be removed from property of N/F Reardon. Permission from owner of this property will be required. 6. The new island along Route 5 needs to be dimensioned. 7. Radii for driveways at Route 5 need to be shown. 8. The 10 x 24 parking space is questionable. There are "do not enter" signs proposed which will prohibit the use of this space. Also it appears to create a hazard where located. 9. The loading dock location will be very difficult and may be impossible for tractor trailers to access. 10. Proposed spot elevations should be indicated at the loading dock and in the driveway opposite the dock. 11 . Note indicates "Exist. Propane Tanks TO BE RELOCATED AS REQ.". The proposed location should be shown and protection from vehicles (if applicable) should be provided. Marcia A. Banach January 10, 1996 Re: 96-02P 12. Construction Entrance detail a. Should be 50 foot minimum by 18 foot minimum b. 6" of ConnDOT 2" stone placed over filter fabric should be utilized. 13. Detail required for sediment control measures installation (i.e. hay bales and/or filter fabric fence). 14. State of ConnDOT approval (permit) will be required. Sheet SP-1 1 . Additional "DO NOT ENTER" signs should be placed on both sides of the driveway in front of the loading dock, and opposite the proposed sign near the handicap parking. 2. Pavement directional arrows should be placed in the main entrance. 3. The proposed island seems to invite traffic to drive toward the building upon entering. Perhaps a channeling island should be placed in entrance. JCl/jsv /JC/96/REVIEWS/96-02 MEGSON & HEAGLE JOB --C/ c' (- c 1�— �I-, Civil Engineers & Land Surveyors SHEET NO. OF- 81 Rankin Road r4 k.."j 1:�- GLASTONBURY, CONNECTICUT 06033 CALCULATED BY DATE - CHECKED BY. DATE SCALE .......... ...........- ....... CIAC—I G 1-4 1--tr ..................— ............ -r//-4 a C a L-Q!1'r ... ......... .......... L � ..... ..... ............ ........... .......... -T! .......... ............. .......... ....................... . . . ...... ...... 1 /70.................. ... ....... On............... ..... ----- ....... ... .......... .......... .......... ..... .......... R I,S. x Tz— .. ...... ..... �Ti yi PRODUCT 204-1(Single Sheets)205-1(Padded)0olnc-Gfolon.Mass,01471.To Order PHONE TOLL FREE 1-800-225-6380 MEGSON & HEAGLE JOB Zoe, - 9 5 Civil Engineers & Land Surveyors SHEET NO. Z OF 81 Rankin Road GLASTONBURY, CONNECTICUT 06033 CALCULATED BY----� r� DATE 5' � CHECKED BY fe!c-V DATE SCALE A L ............ ............ ............. `7 L ........... C7 ........... ............ ........... f7 ............. .............. I 4j/lf. . ......... ........... ........... . ... Toy -Qp p. ------- `7 1"7-5 L2 ZO on' L PRODUCT 204-1(SM91e Stets)205-1(Pad&d)1�11 Inc_Gr0100.Mass 01471 To Order PHONE TOLL FREE I 8GO 225-6380 MEGSON & HEAGLE JOB 70�-1-7� Civil Engineers & Land Surveyors SHEET NO. 3 OF 81 Rankin Road /y, F GLASTONBURY, CONNECTICUT 06033 CALCULATED BY DATE CHECKED BY Lo zej. I V DATE SCALE. c) G L. 'A' ...........- ..........-..... 1\4 IZ L;tj OIF71� ..............- .......... .......... . ...... S3 00 .......... ........... ........... ........... 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OF GLAST 81 Rankin Road CALCULATED BY )Z/ ONBURY, CONNECTICUT 06033 DATE CHECKED BY DATE SCALE ......................... ............. ...................................... ...........— .......... ................ ................ 7 (f 12 x .......... .............. -3-5. ........... ........... ................- ............ .............. ................... ...................... .............. ...........r ..........- ................- ............ ........... ...................... .............. ............ Z. 0 ........... .......... .................... 1-561-�AP-6re� PGX r- ............................................ ............... .................. 4 7-7 ........... .............. .......................... ............. .............. .............. ............................ ................ ........................ .............. .......... ....................... ................ .............. ............ .................. 7 L ........... PRODUCT204 I(Sm9fe Stals)205-1(PaM) Ift,OWN.Mass.01471 To Order PHONE TOLL FREE 1-800-225-6380 MEGSON & HEAGLE JOB Civil Engineers & Land Surveyors SHEET NO. OF- 81 Rankin Road GLASTONBURY, CONNECTICUT 06033 CALCULATED BY DATE CHECKED BY DATE SCALE r2 ........... ........... ............- ............ ............... i lF..�l_t .......... .......... ........... 4- .......... ............... .. ........ . ...... ............ ......... ..............- .......... .......- .......... ................ .......... ........... ............ ..........-- ............ ........... .............. ............. ........... ............- ........... ....... ........... ........... ........... ........... .............. ........... ............... ...........- .............. .......... .............. ............. ................. ........... ................ .......... ........... ... ........ ............. ............. ............ ............. .......... ............... ............ .............. .......... PC—A ........... ..........- L� A. ............ ........... - .......... : 7 .......... F S .................... ...... '7- V cx- ol 210 c- �'j G? zo 30 PROMT204-1(Sqla Sheets)205-1(Padded) a Inc..Groton,Mass.01471.To Order PHONE TOLL FREE I-000425-6380 - �D� EGSON & HEAGLE JOB C1 S -S Civil Engineers & Land Surveyors SHEET NO. OF Ul Rankin Road QLASTONBURY' CONNECTCUTO6033 o^LCvuATso BY / ~`^ DATE ` w.~_� CHECKED BY- — DATE tul 10 u 9 - -- — z a - CURVE(8) Curb W 6 . -- -- _" WIDTH(8) ltJ _ > - - - - O 3 lr W LENGTH(L,) - Q p P= 28 tLb 3 A= AREA OF CLEAR OPENING IN GRATE TO ALLOW FOR CLOGGING!DIVIDE- P OR USE CURVE(B)FOR A BY 2 BEFORE OBTAINING.d. DEPTHS OVER GRATE WITHOUT CURB P•2(6+Lb) _ IA 0.9 MORE THAN 08FT a- o.a WC] 3 4 . 5 6 7 6 910 15 20 DISCHARGE PER SQUARE FOOT OF EFFECTIVE CLEAR OPENING o.a I- - CURVE(A) W Ob LL / z . O4' —� 111 Q cr (v 02 O W F- O i la.. O USE CURVE (A)FOR DEPTHS OVER 7E-��M�-T�(Z U F = GRATE LESS THAN 0.8 FT T .•.�,.G<<> uj F�erlh►efe+' r;P� a� OI 015 02 03 04 0.5 0.6 0.70.8091.0 +5 2 3 DISCHARGE PER FOOT OF EFFECTIVE PERIMETER ��CL' C:P• - 9.3�' BUREAU OF PUBLIC ROADS HYDRAULIC CAPACITY OF GRATE Perlme+er— REV AUG. 1968. �O U,6 1 e "C,.L" C INLET IN SUMP Tc F1„d 240 Q A - 26 = O Isckar�jc e, Z i4,er, 'go •{o qva p} s LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 r ( 203 ) 644-2511 DATE TO: r WE ARE SENDING YOU: P & Z initial plans' Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Co Ries A l .. No . Pro ect ca THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: Copy to Rrr 4.FIVEO From:A��l" 11-,-k JAN 1 9 1996 C4 cc • Sn�miPsti;,Sa; '�� *CELSws /s P,&T&#Z67>_ 9/9 ya/40y0 N Sf4 ?d&U&Ot yy O c = 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•cO AREA CODE 860/644-2511 January 26, 1996 Jerry & Joseph Puiia CERTIFIED MAEL 19 John Fitch Boulevard South Windsor, CT 06074 Gentlemen: Re: Appl #96-02P, Between Rounds Site Plan of Development We are pleased to advise you that the Planning & Zoning Commission voted on January 23, 1996 to approve with modifications the above-referenced application for a Site Plan of Development on property located at 19 John Fitch Boulevard, GC zone as shown on plans prepared by Oliner Combelic, dated August 23, 1995, as revised. This approval is subject to the following modifications: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's Office. 2. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of the Zoning Regulations. 3. Footing drains are required if the building has a basement. 4. A landscape bond in the amount of$2,000 is required and must be submitted prior to filing of mylars. 5. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 6. Zoning data table updated to include building coverage and parking waiver. 7. Key map must be in conformance with Section 8.1.2.1 of the zoning regulations. 8. ZBA approval letters reproduced on the mylar. 9. Detail of the wheel stop must be shown on the plans. 10. Parking waiver of three (3) spaces has been granted and parking spaces waived to 9 x 18 ft in size. Black and white transparent mylars of Sheets # 3 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days 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 within 90 days. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, PLANNING & ZO�N�ING COMMISSION Resell G. Levack, Chairman / RGL/pmm cc: Assessor Chief Building Official Town Engineer Superintendent of Pollution Control Fire Marshal Oliner Combelic, 355 Highland Ave, Cheshire CT 06410 8° PRECAST CONCRETE BUMPER, FOOTED TO ALLOW PA55AGE OF SURFACE RUNOFF BENEATH ............ .........-.. a aI 15/8"DIA. X 24"DOWELS AT 4'-0"O.C. r- R.G.-2 BITUMEN CO BITUM. GONG. WEARING COURSE BITUM. GONG. BINDER COURSE ii i PROCE95 GRAVEL BASE COURSE MPACTED SUBGRADE 1 PRECAST GONGRETE WHEEL STOP DETAIL scale: 11/2" = T- 0" BETWEEN ROUNDS 19 JOHN FITGH BOULEVARD, SOUTH WINDSOR, GONNEGTIGUT Addendum to Drawings submitted to Town of South Windsor Planning Department January 23, 1996 OLINER GOMBELIG INC. 355 Highland Avenue, Cheshire, Connecticut 06410 (203)250-9075 fax(203)250-9071