Loading...
HomeMy WebLinkAbout95 John Fitch Blvd Variances - Denied n RECEIVED 0 0 Z010 \� TOWN OF SOUTH WIN S(� ' 3 ZONING BOARD OF APPEALS Pi '�so�► _ V J ®X ft VARIANCE Application#«� ® APPEAL OF ZONING ENFORCEMENT/DECISION Date Rec'd Applicant: HARTFORD TRUCK EQUIPMENT C/O DESIGN PROFESSIONALS, INC. Address: 21 JEFFREY DRIVE, SOUTH WINDSOR, CT Telephone#. 860-291-8755 Property Owner: MCGUIRE ROAD ASSOCIATES, LLC Address: 111 FARMBROOK LANE, SOUTH WINDSOR, CT Telephone#: Location of Subject Property in Question: 95 JOHN FITCH BOULEVARD Zone GC 1. Are there wetlands on the property? YES X NO 2. Is any part of the premises within 500' of town line? rl YES X NO 3. Is this property within the CT Water Aquifer area? tj YES X NO (If yes,the applicant must file an application with the CT Water Company and submit copy with their application.) 4.1.6A FOR MORE THAN 65% IMPERVIOUS Requesting a Variance to Zoning Regulation Section(s): 6.2.4A FOR LESS THAN 50' BUFFER Written Description of the variance request or Appeal of Zoning Enforcement Order/Decision: (Attach additional sheet if needed) PLEASE REFER TO THE ATTACHED NARRATIVE For Variance request only: 1. Strict application of the regulations would produce UNDUE HARDSHIP be PLEASE REFER TO THE ATTACHED NARRATIVE 2. The hardship created is UNIQUE and not shared by all properties alike in the neighborhood because PLEASE REFER TO THE ATTACHED NARRATIVE 3. The variance would not adversely impact neighboring property; i.e. public health, safety, convenience, welfare and property value, because PLEASE REFER TO THE ATTACHED NARRATIVE Applicant's Name (pleasez. G262L , 1�/��� ' or Signature Date (JW'm 16 Property Owner's Name (plea .,v► �� Signatu -- Date DO NOT WRITE BELOW Action of the Board: 0 Approved Denied Date Date Approved: Denied: Effective 5/1/07 Town GIS Pin # P.O.BOX 1167 21 JEFFREY DRIVE SOUTH WINDSOR,CT 06074 esign PHONE:860.291.8755 881 I� FAX: 8onalsi .8757 c.com www.designprofessionalsinc.com CIVIL & TRAFFIC ENGINEERS I PLANNERS I SURVEYORS I GIS ANALYSTS I LANDSCAPE ARCHITECTS Serving Connecticut,Massachusetts,&Rhode Island . Narrative Statement ZBA Application Hartford Truck Equipment 95 John Fitch Boulevard South Windsor, Connecticut DPI Project No. 1678 June 8, 2016 : Requested Variances: 1) Section 4.1.6A. Commercial and Industrial Area, Density and Dimensional Requirements, GC Zone, Maximum,Impervious Coverage, 89%existing,65%allowed, 79%proposed, or a variance of 14%; and 2) Table 6.2.4A Buffer Widths,GC Zone, Buffer Width, 15 feet existing, 50 feet required,25 feet proposed, or a variance of 25 feet; e The unique,undue hardships and particular circumstances in support of this application are: 1) The subject 4.121 acre property at 95 John Fitch Boulevard is the site of the South Windsor Ten Pin Bowl, which was built/developed and approved by the Planning&Zoning Commission in the 1950s,in accordance with the zoning regulations and requirements of that time; : 2) The development of the site pre-dated by decades the institution of impervious coverage regulations within the zoning regulations. It was not even a consideration; 3) The current 89%impervious coverage is existing non-conforming. We are actually requesting a reduction of this non-conformity down to 79%,or 10%from that which was approved and built; 4) As depicted on the current A-2 boundary survey of the property prepared by Design Professionals, Inc. and dated April 29, 2016,the 89%existing impervious coverage a consists of the building(concrete floor and foundation are remaining), sidewalks and bituminous pavement; 5) The subject bowling alley collapsed by an Act of God in February of 2011 following a major snowstorm event.Dozens of buildings collapsed or were damaged throughout the Hartford region at that time,in that they could not sustain the heavy snow loads which had accumulated on their roofs; 6) The subject property was approved and built with a 15 feet wide buffer at the west property line(rear of site); 7) The applicant proposes to add 10 feet to the existing buffer width,to make it a full 25 feet wide, and to add new evergreen trees to enhance the screening effect in place from the existing mature trees/vegetation,which will remain. This will afford a good visual buffer; P • e : 8) The property to the west is presently vacant. The purpose of the buffer enhancement is to screen the subject lot's development from any potential visual impacts; 9) If the property to the west remains in the residential zone,which is a possibility, and it is developed,it will require a 50 feet buffer,in addition to our proposed buffer.As a consequence,the buffer would at that time be to a width of 75 feet,which will only enhance the visual screening effect; 10)If the vacant property to the west is ever changed to the GC or another commercial zone, no buffer would be required on either property. There have been commercial zone changes to GC in recent history in this immediate area; 11)The owner,McGuire Road Associates, LLC.,purchased this property at auction in 2015 for y the purpose of relocating their adjoining Hartford Truck Equipment business. They expected to be able to preserve the impervious coverage as non-conforming,and expected to use the entire rear area for their storage yard; 12)DPI has been involved with many South Windsor properties in which the new tenant or owner was allowed to preserve the existing,nonconforming impervious coverage. The applicant should be able to do the same. The only difference is that the subject property's building is not fully intact; 13)Hartford Truck Equipment proposes to replace this existing eyesore with a new and attractive corporate headquarters consisting of a large display room, offices,parts department, and state of the art service department; 14)Hartford Truck Equipment will be able to grow their business and add to their staff when this new facility is complete; : 15)Hartford Truck Equipment will be able to locate all of their outdoor equipment storage to the rear of the building and out of site, in an enclosed storage yard. Their existing facility, next door,has an exterior storage yard visible to the motoring public; 16)The existing smaller HTE building at 67 McGuire Road will be available for another : business enterprise,which will be a net gain to the Town; 17)By relocating HTE,there is potential for the applicant and owner to add one or more buildings to the adjoining underutilized lot; 18)This new building and development will substantially add to the tax base(real estate and personal property taxes); 19)HTE will be improving the quality of stormwater runoff from the Ten Pin Bowl site,which presently has no provision for water quality; : 20)HTE's site plan will bring the site into conformity with many zoning regulations, such as meeting the interior landscaping requirements for all parking areas, and building height. Nonconformities will thus become conforming; 21)Hartford Truck Equipment proposes a new 16,500 square feet building. The site plan depicts a potential future addition of 10,000 square feet; 22)If these variances are granted,this will be among the few new buildings along Route 5 in recent history, including Farmtek and Capitol Moving. This will be an improvement to the streetscape. Many of the buildings on Route 5 are tired and obsolete; 23)These variances are unique in that we know of no other property sharing these exact factors (partially demolished building,large paved surface,highly visible location,blighting factors, existing nonconformities,age of development,existing vegetative screening, economic development potential); 24)Everything being proposed will make this site more conforming to zoning. Thank you for your consideration. : : 1'OfABf�gltdE s 8 o+,® VOL?4 8`'NE 4 2.94 %� Return: 001.5008 WARRANTY DEED TO ALL PEOPLE TO WHOM THESE PRESENTS SHALL COME,GREETING: KNOW YE,THAT SWTP,LLC,a Limited Liability Company,duly organized under the laws of Connecticut,having its'office in the Town of Somers,County of Tolland and State of Connecticut, for the consideration of THREE HUNDRED SIXTY-TWO THOUSAND FIVE HUNDRED AND NO1100($362,500.00)DOLLARS received to its full satisfaction of MCGUIRE ROAD ASSOCIATES,LLC a Limited Liability Company,duly organized under the laws of Connecticut,having its'office in the Town of South Windsor,County of Hartford and State of Connecticut,do give,grant,bargain,sell and confirm unto the said MCGUIRE ROAD ASSOCIATES,LLC,its heirs and assigns forever with WARRANTY COVENANTS property known as 95 John Fitch Boulevard South Windsor, Connecticut,more fully described as follows: SEE SCHEDULE A ATTACHED Said premises are also subject to taxes due the Town of South Windsor on the List of October 1, 2014 and thereafter which taxes the Grantee herein assumes and agrees to pay. Said premises are subject to building and building line restrictions,zoning restrictions and to any and all provisions of any ordinance,municipal regulation,public or private law,zoning, conservation,inland-wetlands regulations and any easements or restrictions as of record that may appear. In Witness Whereof;I have hereunto set my hand and seal this 18th day of September, 2015. 1=1=111111 Doc ID: 002386950003 Type: LAN Book 2488 Paps 284 - 286 Sign"e ed and Delivered in the presence of Fi�«0 o5ooe // SWTP, LQ; OQ L.Pedds,Its Nianager Conveyw Tax Received 3tate S 19 LAWS q a" Town Clerk of South Windsor 3 Volume: 2486 Page: 284 File Number: 05008 Seq: 1 Page 9 of 10 YK.714 STATE OF CONNECTICUT} } ss. Manchester September 18,2015 COUNTY OF HARTFORD } On this the I8th day of September,2015,before me,John H.Parks,the undersigned officer,personally appeared Debra L.Petkis who acknowledged herself to be a Member of SWTP,LLC,a limited liability company,and that she,as such Manager,being authorized so to do,executed the foregoing instrument for the purposes therein contained,by signing the name of the limited liability company by herself as a Manager as her'�ee act and deed and as the free act and deed of such limited liability company. Jo ks C ner of the Superior Court o & t Grantee's Mailing Address: Volume: 2486 Page: 284 File Number: 05008 Seq: 2 Page 10 of 10 SCHEDULE A 12 66 95 JOHN F1TC161 BOULEVARD,SOUTH WMDSOR • Neg"Aing at a point SR the northwesterly street It"of a ICI rest southerly aatt No�OaireeeMM"soared S. which edhealonK he street li woodred ne�aly-setwo e" Route Mm. S. %)Hence southwesterly along the amid street line of said route Mo. 5 Thirty-the«and sinteee ons-hundredibs 133.16) feet to a C.N.O. stone; thecae eaHtlmaiag in'a stsU t ltgo along said street line of said Route Mo. S a distaan of Thy« BimLem No eighty-lose 1316.84) orwL which CD son; 13. eriest n*tM *rIY Of N . tone turrteen and ningte"and northwesterly slap other land ROW Or formerly of King ad` ing aft interior angle of IW-38' with the last d9XC* of Pour 810011red (400) feet to a point markin0 the southwesterly comer of the herein doswlbsd ptOei«s• thence taming and running northeasterly and forcing«tntsrlor ang a of 1M 32' with the last described line a distance o Three Hundred Fifty (3501 [got to a point marking the northwesterly corner o€ the heroin described praises; thence turning and :tinning southeasterly along a straight line local"an interior angle of 102•-28' with the last described line a distance,of four Hundred toot (400) to the point or plan of beginning. Said parcel of land, with no building theroon, is note particularly shown and designated as Parcel "A' an a map an file in the South Windsor Town Clerk's Office, entitled 'PROPERTY Or AMP PINSPOTYERS INC. SODIN WINDSOR, COW. SCALE 1" - 50' M. 1957 I HEREBY CERTIFY THAT THIS NAP IS SUBSTANTIALLY CORRECT CEC)L W. BROOKS. REBISTIM LAND SURVUW, and SEOOND PIE[B: MORTEWLST by lad no or formerly of King. Three bu dred Fifty it21> 5I by land now or formerly of King, One Hundred Twenty-tire 9125) feet; SOUTHFAST by the first piece berainabove described. Three Hundred fifty 1350) toot; and by other la y t1now or teetormesly of Sing. One mundred Said parcel of land, with no building thereon, is mom particularly shown and designated am Pared "a"Oa a sap on file in the South Windsor Town Clerk's Office. entitled. 'PROTBRTY OP ANT PINSPOrMS INC. SOUTH WDMXM. CDMM. SCALE I"- SO' FM 1957 I p1HH1 CERTIPT THAT THIS NAP IS SUBSTANTIALLY CORRECT etCIL W. BROOKS. R=I$fo=LAND SURVEYOR." Received forRecordc* 15 At oZ .o25p Recorded in South By t Volume: 2486 Page: 284 File Number: 05008 Seq:3 5/19/2016 Print Map Town of South Windsor "pt' art, Geographic Information System (GIS) Date Printed:5/19/2016 fi � „ T r o ff s .v % v Ef( t t y f: a N MAP DISCLAIMER-NOTICE OF LIABILITY Approximate Scale: 1 inch=200 feet This map is for assessment purposes only.It is not for legal description or conveyances.All information is subject to verification by any user. W E The Town of South Windsor and its mapping contractors assume no 2�� legal responsibility for the information contained herein. Feet S http://southwi ndsor.mapxpress.netiags_map/ 1/1 METAL PANEL SIDING=--� (COOL.ZINK GRAY) � 4 � + � 2 1 2 . ,I ii F— 3'x3'_6" ME Z LEVEL WIND:OW5 { EAVE PEIG +20'-0 ilk ld I fit Mo- Ilk 95 73 METAL PANEL 51DINC�: SFrL1 ACE BLOCK 42" AUTOMATIC (COOL'GmRANfCE'GsREY) SLiDINGx DOOR f0'x8' AUTO SHOWROOM DOORS S °bS• A F ALUI"fNINUM WINDOWS 8 STOREFRONTS CLEAR ANODIZED FINISH W/ SOLAR GRAY GLASS OPERABLE HOPPER WINDOW F' R0NT E L E V A T 1 0 N EAST ; I S C A L E : 1/8"=V-0" tr� } } i Vf 3 r f w �; ITT 3. �•�+� _fr : µ ,i•>a- ! r ` - asj a' � ".� �,r _ k �} - ' � fir_ R f_�f � R �' - # ,� •-. r • a t r a > } n•: k. -�_"}-' •, ... - .. s yr: :.y: .-. � .,. F :_ �.- .-- �'.--< t ;` alp _ e t� > � a rr 5' Ile 71 fA ' � �� air€��y * �� t F .� •}�� - •� � _ f e . t'e i d , . .. i t' ' •.�. ��,a. .ems����,..,�. ,enb�nrd IYfM pnleneN�n•pmy uf:m5.Cue i�' _ unpe�wmp.a,a wwnwra.�i m(amu,ue uacgcoc K�. Swrtb WMdn� is 1 inch = 100 feet k` ,.� fLL .ti ewKA Cr npam.�{on efpeop,n'Narmna.uib•W�we4ryr.6 p.a>000h.a-, PA BOX 1167 21 JEFFREY DKWE SOMH IMNosciR,Cr 06074 FHONE:86029I.8755 0 Jim FAX:960 291,8757 www.tiesignprukssionatsinc.com CIVIL &TRAFFIC ENGINEERS I PLANNERS J SURVEYOR$I M ANALYSTS I LANDSCAPE ARCHITECTS Serving'Cohnectitut,lMttrssachUSMS,&Rhode Island • • • Date,6/13/16 i i • Re; Zoning Board of Appeals Application Hartford Truck Equipment 95 John Fitch Boulevard • In accordance with the Rules and Regulations of the Zoning Board of Appeals,you are hereby notified that an application has been filed on the property abutting yogis at 95 John Fitch Boulevard and is subject to a hearing by the Zoning Board of Appeals.The application and plans are on file with the South Windsor Planning Department. i All members of the public are invited to the hearing to ask questions and/or give comments. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific-date this application will be heard,please contact the Planning Department at 644-2511 ext,329 « 40 Sincerely, « i r # • • P It.DeMallie,President i Design Professionals,Inc. « a r • i « # • i i • • • s i • # # i • • • i • • # • • • i • • • • 95 John Fitch Blvd abutters TOWN OF SOUTH WINDSOR,CONNECTICUT Parcel ID Site Address Owner Name Mailing Address Mailing City State Mailing Zip 47700080 80 JOHN FITCH BLVD TONYS TURTLE GAS LLC 246 HILTON DRIVE SOUTH WINDSOR CT 06074-0000 477GO073 73 JOHN FITCH BLVD CHURILO PETER 73 JOHN FITCH BLVD SOUTH WINDSOR CT 06074-0000 47700090 90 JOHN FITCH BLVD GILL JASON 35 HIGHLAND AVE WINDSOR CT 06095-0000 84100108 108 SPIELMAN ROAD LATORRE EDA 108 SPIELMAN RD SOUTH WINDSOR CT 06074-0000 50400542 542 KING STREET ICING GEORGE E TRUSTEE 4195 SE CENTERBOARD STUART FL 34997-0000 4770R00S R005 JOHN FITCH BLVD CONN STATE OF 2800 Berlin Turnpike Newington CT 06111-0000 303OL002 L002 ELLINGTON ROAD CONN STATE OF 2800 Berlin Turnpike Newington CT 06111-0000 Tess of Sander Check type of Mao or service: Affix Stamp Here #f A*wd as a Certified Recorded Delivery(Intemationer), cefificere of Me ling, COD Registered or for additional Delivery Confirmation Return Receipt for Merchandise os oflh9s'lAV Express Mail Signature Confirmation Postmark and Insured Date of Reosipt Article Number Adit (Nerna Street,C ilyS Stag&BP 03de) Postage Fee Handling Actual Value Insurer) Due Sender DC SC SH RD RR Charge N Registered Value It COD Fee Fee Fee Fee Fee George King 4195 Sim ((°ntorboard Stuart FL.3t997 P � "f Eda Lator�r RO v �gpR �' i 108 Spielman Road � South Windsor. CT 06074 t1cler Chur it;.a 73 Jahn l'itC,tt Blvd, � 0000 SG Lan VAnosor, CT 06074 (f,)ny's Turtle Gar tL.(" S Z4ts Hilton Drive r South Windsor.CT 06074 } Y;nn£ril 11 its �4, hiaeid Aw, a ,r1t 5'' :T t 4.) �_i.��r�r•rtl�ttt 1it:,C�tr'#� i:l.t of xrK�t�,rxcsr?.rtrCJr; �'^, �.a �+ 4 " 2 g0f)6k,!ylin,'Iorrgnke � 'dr,twaRkirrtt ;.T 061,11 AA 3 20 US$* a isces Total Number of Pieces Po5 star,Per(Name of rareivi ft See Privacy Act Statement an Reverse Received atPost ONiee 7 rare Qto(Patine 1 at Comple b Typewriter,ink,or gall Point Pon � Z U I" 0 E I u Lq k�U 'o >uJ acj �� Dui W cc HAo t7> A•C TFO D T UCK EQUIPMENT 0 IL 0 w �Q ae a p N O W W i cPLAN FO Ic y LL Z am I-� o (A „ .aVARIANCE REQUEST ° d i � 95 JOHN Fl CH OULEVARD (ROU E 5 ASOUTH WINDS R 0 CT I E Z Q SHEET INDEX ~ I✓ W o N NCRTW SHEET NAME NUMBER Q V LL �- u C-T1 TITLE SHEET" F_ a / C—Z1 ZONING PLAN 1 OF 1 2 LU O 70 V-1 PROPERTY AND TOPOGRAPHIC SURVEY 1 OF 1 UE rERANs kING A-1 FLOOR PLAN (BOUND SEPARATELY) 1 OF 2 a } Z m m m STRE�T A-3 EXTERIOR BUILDING ELEVATIONS (BOUND SEPARATELY) 2 OF 2 0^ W o'o G g Iy 0 0 (S ABUTTERS STREET„ADDRESS OWNER PARCEL ID 4 542 KING STREET KING ERUSTEE 50400542 T GEORGE Z to CHURiLO PETER 47700073 Q � 73 JOHN FITCH BOULEVARD ZONING TABLE j W 80 JOHN FITCH BOULEVARD TONYS TURTLE GAS LLC 47700080 F— 411 O, J --= ZONE: GENERAL COMM1=RCfAL (GC) = LLl 0 Q 90 JOHN FITCH BOULEVARD GILL JASON 47700090 .: - ,, A4C GU1R� REQUIRED/ ALL V = Q LATORRE EDA 84100108 ,, ]�!. Qy.�LD.• EXISTING PROPOSED 108 SPIELMAN ROAD Rd. Z / MIN. LOT AREA 30,000 SF 179,516 SF (4.121 AC) NO CHANGE V MIN. FRONTAGE 100' 316.80' NO CHANGE I— IN— MIN. DEPTH 150, 525.00' NO CHANGE ILL 0 _ 1 z = MIN. FRONT YARD 50 N/A 89, _ 0 MIN. SIDE YARD 10' N/A 73' O O f4 MIN. REAR YARD 15' N/A 143' (1) ¢ O) MAX. BUILDING HEIGHT 40' / 2 STORIES N/A 28'4" {2} _ MAX. IMPERVIOUS 65% 89% 79% (3) \ 5 MIN. RESIDENTIAL BUFFER 50' 1 f15' 1 25' (4) APPLICANT: ��s PARKING 60 (5) N/A 60 PROPERTY OWNERS AND A �T MCGUIRE ROAD ASSOCIATES, LLC (1) AT FULL PHASE 2--BUILD OUT. PHASE 1 REAR YARD = 243'. O O K LANE 5 30 (2) PLEASE REFER TO PLANS ENTITLED "NEW SALES AND SERVICE CENTER, HARTFORD 111 FAR M B R TRUCK EQUIPMENT" PREPARED BY ORLANDO ANNULLI AND SONS, INC., DATED 6/1/2016 SOUTH WINDSOR, CT ( ) VARIANCE REQUIRED (4) VARIANCE REQUIRED (5) OFFICE REQUIRES 4.5 SPACES / 1,000 SF GFA 7,000 SF OFFICE X 4.5/1,000 = 31.5 SPACES REQUIRED LOCATION MAP � INDUSTRIAL/MANUFACTURING REQUIRES 1 SPACE / 700 SF GFA 9,500 SF PHASE 1 GARAGE X 1/700 = 13.6 SPACES REQUIRED 10,000 SF PHASE 2 GARAGE X 1/700 = 14.3 SPACES REQUIRED Z SCALE; 1 "=5 0 0' TOTAL = 31.5 + 13.6 + 14.3 - 59.4 = 60 SPACES REQUIRED Q W DESIGN BUILDER ORLANDO ANNULLI & SONS, INC. 147 HALE ROAD, MANCHESTER, CT 860-644--2427 ° 0 IiIoIT hoR ©o ' C710N . W CIVIL ENGINEER, LANDSCAPE GENERAL NOTES: AND ORIGINAL SIGNATURE OF THE ARCHITECT, & LAND SURVEYOR: N *THESE PLANS ARE INVALID UNLESS THEY BEAR THE SEAL OR STAMP, PROFESSIONAL ENGINEER, LAND SURVEYOR, OR LANDSCAPE ARCHITECT. •EXISTING CONDITIONS AND UTILITY LOCATIONS DEPICTED HEREON ARE BASED ON AVAILABLE INFORMATION AND SHALL `` t j I I r r r�I/,' mi W BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ` aF C0N^j�c'�!' -PROPOSED WATER, GAS, ELECTRIC, AND COMMUNICATION SERVICES DEPICTED ON THESE PLANS ARE SHOWN FOR eslgn ILLUSTRATIVE PURPOSES ONLY. CONTRACTOR SHALL COORDINATE FINAL SIZE AND LOCATIONS WITH THE RESPECTIVE 4 ¢� 0: UTILITIES AND THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. rofesslonals _ it,--� �;� •REPRODUCTION TECHNIQUES USED IN THE PRODUCTION OF THIS PLAN CAN STRETCH OR SHRINK THE PAPER. CIVIL & TRAFFIC ENGINEERS / PLANNERS ! SURVEYORS 27475 SCALING OF THIS DRAWING MAY BE INACCURATE. CONTACT DPI IF ADDITIONAL INFORMATION IS REQUIRED. 0I8 ANALYSTS / LANDSCAPE ARCHITECTS SHEET *THESE PLANS AND OTHER ITEMS PREPARED BY DESIGN PROFESSIONALS, INC. (DPI) ARE INSTRUMENTS OF SERVICE 21 Jeffrey Drive Phone: 860-291-8755 AND REMAIN ITS PROPERTY. THE USE OF THESE ITEMS BY DPI'S CLIENT IS SUBJECT TO THE TERMS SET FORTH IN P.O. Box 1167 I'm 860-291-8757 ! E I � THE AGREEME NT BETWEEN CLIENT AND DPI. REPRODUCTION AND/OR USE OF THESE ITEMS BY OTHERS IS South Windsor, CT 06074 www.designprofessionalsinc.com ' • t •�� CINNITI PROHIBITED WITHOUT THE WRITTEN CONSENT OF DPI. i REFERENCES: 0~1 / Noii � cc THIS PLAN REFERS TO THE FOLLOWING: � 1. PLAN ENTITLED "PROPERTY AND TOPOGRAPHIC SURVEY" DATED 04/29/2016 PREPARED BY DESIGN PROFESSIONALS, INC. °'CO > a: 0 N W 41 a 1-v � � r ZONING TABLE N z zw ZONE: GENERAL COMMERCIAL (GC) N a v ITEM REQUIRED/ ALLOWED EXISTING PROPOSED V� ac a c W J / MIN. LOT AREA 30,000 SF 179,516 SF (4.121 AC) NO CHANGE x / MIN. FRONTAGE 100' 316.80' NO CHANGE O o H WN MIN. DEPTH 150' 525.00' NO CHANGE 0 = am 9u. s MIN. FRONT YARD 50' N/A 89' r y a / MIN. SIDE YARD 10' N/A 73' $ My / MIN. REAR YARD 15' N/A 143' (1) O N/F MAX. BUILDING HEIGHT 40' / 2 STORIES N/A 28'4" (2) lawv MCGUIRE ROAD A550CIATE5, LLC. MAX. IMPERVIOUS 65% 89% 79% (3) (VOL. 1677, PG. 2) MEN. RESIDENTIAL BUFFER 50' f15 25 (4) PARKING 60 (5) N/A 60 g 2 G s E PROPOSED CHAINLINK FENCE NOTES: a r (1) AT FULL PHASE 2 BUILD OUT. PHASE 1 REAR YARD = 241'. g hv 2 PLEASE REFER TO PLANS ENTITLED NEW SALES AND SERVICE CENTER HARTFORD APPROXIMATE LIMIT OF STORAGE AREA. DELINEATION v���K EXISTING LIMIT OF TRUCK EQUIPMENT PREPARED BY ORLANDO ANNULLI AND SONS, INC., DATED 6/1/2016 a �' _ (3) VARIANCE REQUIRED 4 g n SHOWN FOR INFORMATIONAL PURPOSES ONLY. ('IYP) w�— PAVEMENT TO REMAIN G c BCLC CURB ��~ (4) VARIANCE REQUIREDw E tb ` (5) OFFICE REQUIRES 4.5 SPACES / 1,000 SF GFA PROPOSED B ;o 7,000 SF OFFICE X 4.5/1,000 = 31.5 SPACES REQUIRED o wS INDUSTRIAL/MANUFACTURING REQUIRES 1 SPACE / 700 SF GFA ° 9,500 SF PHASE 1 GARAGE X 1/700 = 13.6 SPACES REQUIRED EXISTING PAVEMENT BEHIND PROPOSED CURB ,� S 1- � � TO BE REMOVED AND LOAMED AND SEEDED �� +.'" ,_ 10,000 SF PHASE 2 GARAGE X 1 700 = 14.3 SPACES REQUIRffl 60'R �� �, �� TOTAL = 31.5 + 13.6 + 14.3 = 59.4 - 60 SPACES REQUIRED F EXISTING LIMIT OF PAVEMENT TO BE REMOVED EXISTING LIMIT OF PAVEMENT TO REMAIN F— ��� U STORAGE A1,, GATE '�_..'.' / z p c� N/F GEORGE E. KING, �-'�- p O TRUSTEE OF THE GEORGE E. KING 10'R 1��.. . ' . ' "' F- Z w 10 REVOCABLE TRUST STp . . .'.'.'.'.'.'.'.'.'.'.'.'. . . . 8 Lit Z Z (VOL. 1894, PG. 31.) RAGE AREq �. . . . . . . . . . . . . . . . . . . . . . . .�� �.".'.'.'.'. .'.•. . . . . O n 10'R \. . . . . . . . . . . '.'.'.'.'.'.'. . . . / LL V . . . .:. . . . . . . . . . . . . . . . . . . .:.:. . . . -� . . . .. .'.'.'.'. . . . . . . 46�� eY cy 1-- 31R �R 10'R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . ..'.'.. '.'.'.".'.'.'.'.'.'.'.'. . .'�� _ Ll! O \' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to co 3-R PROPOSED 18. 24= \ ;o w SrOR4G CHAINLINK FENCE 20 O'R . . . . . .'.'. . . .'.'. . . .'.'. . . . . . . . . . . . . . . . . . . . . ............. / o 0 z l S7O 10 r IS �� 43 R4G S2 `v ARE4 4 . . . . . . . . . . . h24. • . . . . . . . . . . . .' 3Q, 24�' 3'R rs, 3'R SHARED ACCE55 AND / ' UTILITY GREEMENTENT z insro�GE AREA � 1 o'R 2p• 3'R 15'R (VOL. I767 PG. 189) Q � CL W V STORAGE STORAGE 1 10.R 5 R 10'R 0, a sYY P 3,R SEASONAL ROTA PARKING TING / Y 1L m O ca EXISTING J HAS . 7 �Q4 Sr � 5' DISPLAY AREA1co FTPFiEMMN�N 20'R (NP) cv O (o / � L _ PROPOSED PHASE 2 70 = O BUILDING EXPANSION 0 0 0 STORAGE AREq f 10,000 SF 3 3 RLL V) 0 9' R ` In 60'R Sr PHASE OVERHEAD DOOR PROPOSED 30. 2p STO OR4GE BUILDING6 o N/F NAGE ARC t1 ,500 SF Q, EXISTING SIGN / MCGUIRE ROAD A550CIATE5, LLC. TO BE REFACED 95 JONN FITCN BOULEVARD i� (VOL. 2486, PG. 264) v ��`�~��..,,� GARAGE / O OFFICE � t9,500 SF f7,000 SF `� / o SrOR4GE 14? AREA ionzo o / V) � � Z 3'R 9, N/F GATE (% GEORGE E. KING, TRUSTEE OF THE GEORGE E. KING 15 , REVOCABLE TRUST ~� / / (VOL. I894, PG. 31� EXISTING LIMIT OF N / W c PAVEMENT TO REMAIN 8g. / y` 3'R 20'R \\/ PROPOSED CHAINLINK FENCE 25.R O PROPOSED BCLC CURB �-�� EXISTING GUIDERAIL TO REMAIN � 30'R / 150'R N/F EXISTING LIMIT OF z PETER CNURIL PAVEMENT TO BE REMOVED LIMIT OF PROPOSED BCLC CURB / (VOL. 258, PG. 157J / p � TO MEET EXISTING CURB CUT EXISTING PAVEMENT BEHIND PROPOSED CURB TO BE REMOVED AND LOAMED AND SEEDED h / PROPOSED FLUSH Q RIBBED CONCRETE / TRAFFIC TRIANGLE / a p Z LIMIT OF PROPOSED BCLC CURB TO / MEET EXISTING LIMIT OF PAVEMENT / Q.'c�P r d%• = O N b 4r - v► SHEET j ,/ (g• ► tt� 1 -o LEGEND �e '°t o N 0 TES. z a p '� in N c O EXISTING DESCRIPTION MAP REFFRFNCES: I. PROPERTY 15 IN THE GENERAL CO/'D7ERCIAL (GC) ZONE. s - � lu>-0 � COMMUNICATION 2. PARCEL CONTAINS 179,516 SQUARE FEET OR 4.121 ACRES. "DR°+ m w m u a h I. CONNECTICUT STATE !-I/GNWAY DEPARTMENT RIGHT OF WAY 3. NORIZONTAL DATUM l5 BASED ON NAD63. VERTICAL DATUM /5 kJroc oo��� ° w d N 0 w X C UNDERGROUND COMMUNICATION LINES I-IAP, TOWN OF SOUT1•/ Imo//ND50R, EAST HARTFORD-SRINGFIELD BASED ON NAVD88. � c � � 000 0 a ROAD FROM THE EA5T 14ARTFORD TOWN LINE NORTHERLY TO 4. PROPERTY DOES NOT FALL. WITHIN THE LIMITS OF A FLOOD I N p co'0 to y v CONTROL POINTS NENBERRY ROAD-ROUTE U.S. 5, SCALE: /'- / AUGUST 31, 1942, HAZARD ZONE A5 DEPICTED ON: "FIRM FLOOD INSURANCE RATE k,"G Rq"S c 3 v z a PROJECT NO. 132-05 SHEET I AND 2 OF 6. PREPARED BY CT MAP TOWN OF SOUTH W/NDSOR CONNECTICUT 14ARTFORD !Q HORIZONTAL CONTROL POINT H s x 3 z w DOT. COUNTY PANEL 386 OF 675 COMI`IUNITY PANEL NUMBER �lFr 4 4 2. PROPERTY OF AMF PINSPOTTERS, INC., SOUTH NIND50R, CONN., 09003CO386F EFFECTIVE DATE 5EPTE1`7BER 26, 2005 FEDERAL � 3 BENCHMARK 5CALE•1"= 50'' FEB. 1957. PREPARED BY CECIL N. BROOKS EMERGENCY I`9ANAGFI'9ENT AGENCY FEDERAL INSURANCE T 4 °i H 3. RE5UBDIVI5I01V PLOT PLAN * TOPOGRAPHIC 1'IAP FOR EDNARD AD171N/5TRATION. 0 zz DOMESTIC WATER SUNDERLAND, MCGUIRE ROAD, 5OUTN NIND50R, CONN., 5. UNDERGROUND UTILITY uu, STRUCTURE AND FACILITY LOCATIONS � � L a Wx --- WATER MAIN SCALE=1'=40' DECE/7BER 15, 1986 W/TN LATEST REV15/ON ON DEPICTED AND NOTED HEREON NAVE BEEN COl1P/LED, IN PART, .` �.�` R z FEBRUARY 02, 1987, SHEET 2 OF 2. PREPARED BY FU55 FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY a Q w WSJ- WATER SERVICE OWEILL. COMPAN/E5 OR GOVERNI7ENTA.L AGENCIES, FROM PAROL y MC cu gD, z TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS N �_ ® WATER VALVE MUST BE CONSIDERED AS APPROXIMATE 1N NATURE. 0 = z ADDITIONALLY OTHER SUCH FEATURES MAY EX15T ON THE 9t a fa FIRE HYDRANT SITE, THE EXISTENCE OF NN/CN ARE UNKNOWN TO DESIGN a d w LIGHTING PROFESSIONALS SITE INC. T14E SIZE LOCATION AND EXISTENCE OF '� ~y 0 ALL SUCH FEATURES MUST BE FIELD DETERT7INED AND �� �= oa u° y a POLE MOUNTED LIGHT VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO �' Q*MAQ > NATURAL GAS CONSTRUCTION. �� " ��G �oQ 6. CONTRACTOR SMALL CONTACT CALL BEFORE YOU DIG FOR G GAS MAIN UNDERGROUND UTILITY MARKING AT LEAST TWO FULL NORKING Z7 X - DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR �2s 50 30 - GEE)(- GAS SERVICE LINE 1- 1 NNW.GBYD.CDl'7. POWER y �$ EOx ELECTRICAL LINES, OVERHEAD LOCATION PLAN 9 EUX- ELECTRICAL LINES, UNDERGROUND SCALE: l'-�,000� § 2y UTILITY POLE GBH €� PROPERTY TF:50.22 4 0 aQ MCGUIRE ROAD A550CIATES, LLC. � �� - - 62 --- .i PROPERTY LINE --' 0 O IRON PIPE huh (VOL. 16771 PG. 2� tl �.0 O IRON ROD e Q 51.7 ao U jf [� MONUMENT ! 9p 4 ROADS / GUARD RAIL q s�� +s 'E 00 SIGN x _'ems' �� a %0 SITE FEATURES x51.38 ioTs� � `� r / J J E- 0 o CHAIN LINK FENCE �{� / �� ~ '` -- �. 1� LL vi © V TREE '\ / �� TREE LINE x526 U 'o SANITARY SEWER x o.94 a x51.23 �° 5?y a SX --- SANITARY SEWER MAIN �i J � /O'N / x5o.88 `- -� `` ��_ L_o�o 5� x52.8�1 x51.7 k Q t 0P SSx- SANITARY SEWER SERVICE LINE 52 21 x5z `` x51.7 x .s �O �- O sQ SANITARY SEWER MANHOLE (4 (1 / / \ x51.92 N26 03'47"E N �� 52. -� NO PARKING SIGN STORM SEWER ` U Q \ , •• . .'.'.y2•p7'` r} 5 hry ! 526.07'l0"Hl ��yy,, / x 50. 21.88 2� /.R. �(/ (4 �'V / \ 51.17 . . . . . .:.:.'. . . . 1 _ / 33,27' ` . 0 r DX STORM DRAIN PIPE x52l9 ? 7 \�- ��8 �537 �j3 � m m m ® STORM DRAIN MANHOLE �O -A \ /x 0.63 o o Ir n o A x 52.3 ® CURB INLET ' ❑ V / / SIT. PARKING ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 'a 46.83• A- c► CATCH BASIN ,� ry / / TP46 \ . . . ..'.'.'.'.'.'.'.'.'.'. . . . . . . 3. . . . . . . . . . . . . . �.rw� BRK I`1oN. TOPOGRAPHY \ / / \ . .'.'.'.'... . . ... . . . 0 CONTOUR J / / so.z4 x5o. / N\ . 2 rl:. . . . . . . . . . . . . . . . . . . . . . . . . . .'.'. . . . . 52' .22v �/) / / x 34 { /� x52.08 X61.g5 SPOT ELEVATION C / x5a2e x5/.7e i ''�% ,I,�S�o�a� ��. . ce S3 w� C] Z_ TF:52.15 V WETLANDS 51. / �4l/ / ( // 52.28 52.58 0� \.:.:.:.:.:.:.:.' _ .xz�e: ! INv47 95(i5"-s) Q (-- WETLANDS LINE ��\ / / PERC y` � OTHER INKS N/A cB ] U .0 ` S?' W W ' CND 111ON HELD TF.52.6 _ Z / . . _ -- - _ _ _ 11j ! �50 x$2.63 x52. 9 '. . . . . .'. b�: . * m O 50.25 r 5/.05 { 52.86 1 x 5225 TP � / SHARED ACCESS AND UTILITY () O x 49.9/ x 49.89 ' -9 t • EASEMENT AGREEMENT � 1 / (VOL. 1767 PG. l89) - N x 50.15 5NET 2996 W/RISER O LL z J� (.87 LL O 11 h ,/ 52.50 x 52, x f 0 50.9 x / ! l N/F x50.53 <� y 51.52 / I ICGUIRE ROAD ASSOCIA TE5, LLC. 51.7 q5 JONAl Fl M-1 BOULEVARD k�'� t sue'a (VOL. 24861 PG. 284� k�ry. w4 . ! -� Si o� .54 REMAINS OF BUILDING T / tt 2.15 x SEPTIC TANK CONCRETE FOUNDATION BIT. PARKING t 3" GAL. SEPTIC TANK x 52.I { 52.17 x I500 GAL. �r 3 vR x 50.47 { / TF••52.57 :: / A- \I` / x INV:49.72(4 -W) 40 / / \ 1 INV•N/A(4 / \ � 51.27 x49.68 � x52.1/ �. i J x�{04 y2 / x 51.44 CB CON . L BASE 1 BONGING �- x 52.6 / METAL P05T 7 \ TF:49.52 e x49.6 (LP CON ) ! ALLEY '"'�S N/ELEC. s� z \ INV.•47:37(I2-E) ' SIGN EMf' UT/L. �'• / CONDUITSy� O { { \ 1 ' ELG�oR 0 52.0 �'Qq� 54.41 4k 52.0 �y Ok P / W L �.�1� o{m I<" 1(1 J _ x / ` x52.37 x p / f O CB e +. a \t \ TF.50.67 54 9' \ ` _ ' ® x 5_2� INV:46.47(12'''-5) x�® x GEORGE 5130 / \ \ �. // sN 2995 ! +j4 _ __ 54=-s6= -� _ \ �.� o �� TRUSTEE OF THE GEORGE E. KING --�'~- "'�►�a. x 5212 \ \ h 52.26 REVOCABLE TRUST 56.0" C ? (VOL. I8g4 PG. 31� MOH. \-� \ \ �� / 5�0.67 Z x 52.32 h� ; Y CB 0 TF.•51.30 52.24 SURVEY NOTES: \ / ! r ' I. TN15 SURVEY AND 11AP HAS BEEN PREPARED PURSUANT TO T1.1E REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 f� ` x 51.32// Qv ( j TNRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND 17AP5 1N a '. / BIT. PARKING x 52.71 \ \ / f THE 5TA TE OF CONNECT/CUT" AS ADOPTED BY THE CONNECT/CUT W o \� A55CCIATION OF LAND 5URVEYOR5, INC. ON 5EPT61BER 26, 1-7%. /yr oD \ 5I.24 x 5�.�6 \ j N/F GUARD OF SURVEY TY AND TOPO��RAFNIC SURVEY - t R PETER CNURILO RAIL sue' S / ! AND TrPS/S INTENDED/TO DEP�CT�NE LOCATION OF MPROVEMENTS 0 (VOL. 2581 PG. 157) '�---� h� 3 ( \ Q� O �„ RELATIVE TO PROPERTY LINES. W O �R CONC. 5l.9 , O a t GB TN/S /S A DEPENDENT RESURVEY BASED ON MAPS REFERENCED O o { �.SZ"- �' r x 50.7 50.29 TF:49.59 HEREON. M o 0o I.R. / INV:45.61(12'-N) M �� INV:46.47(12"-N) HORIZONTAL ACCURACY MEFTS CLA55 A--2 STANDARDS AND a _j cv) Na VERTICAL ACCURACY MEET5 CLASS T-2 STANDARDS. N TO I'1Y KNOWLEDGE AND BELIEF, TNI5 %IAP /S 5UBSTANTIALL Y CORRECT SHEET Si + AS NOTED HEREON. ti0* 12.327 V-1 LA RENCE R. GE155LER, JR., L.5. LIC. NO. SOON Sf4 ) 70-V� 0-fe Sau� ?d&U&olt 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 J�OSOR-CO TELEPHONE (860) 644-2511 CERTIFIED 97014 2120 0003 3214 3023 July 8, 2016 Mr. Peter DeMallie Design Professionals, Inc 22 Jeffrey Drive South Windsor, CT 06074 RE: Appl. 2793-16, Hartford Truck Equipment, 95 John Fitch Blvd Dear Mr. DeMallie: At the meeting of the South Windsor Zoning Board of Appeals held on July 7, 2016, the Board denied your request for (1) a 14% variance to Table 4.1.6A to allow impervious coverage of 79% (65% allowed);'and (2) a 25 ft variance to Table 6.2.4A to allow a buffer of 25 ft(50 ft required), on property located at 95 John Fitch Blvd, GC Zone. The Board concluded there was no hardship. Very truly yours, Oa - r(at, Teri Dickey-Gaignat, Chairperson Zoning Board of Appeals /dt cc: Building Department