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HomeMy WebLinkAbout121 Talbot Lane c Y l vw 0 Ur 3uu Ln W iLlviva 1 k.'UN rC, 'i Ll.0 1 PLANNING AND ZONING COMMISSION APPLICATION FORM f R•C T� y� w Appli!epeiv tion No. : ' �l�1 ', ,, 1 Q D e d : ,�1? Rec'Act ublic Heari g by: �• `l� FEB 14 Re -e-i-pt No. : Strut;; Windsor APPLICANT: Guy P. B rns Planning & Zoning Co ADDRESS : 121 Conn c ticut Avenue, South Windsor, CT 06074 TELEPHONE: (203)724-0285 OWNER OF RECORD ON LAND RECORDS: Guy P. Burns ADDRESS: 121 Connecticut Avenue, South Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: 121 Connecticut Avenue ZONE: Ip NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Guy P. Burris, 121 Connecticut Avenue,South Windsor, CT 06074 TELEPHONE: (203 24-0285 THIS APPLICATION IS OR: (Check one of the following) • 1 . Zone Chang to (Public Hearing required) . 2. Subdivisioni. 3. Open Space Subdivision (Public Hearing required) . 4. Resubdivis on (Public Hearing required) . 5. Special Exception to Article (Public Hearing Required) . 6. Site Plan of Development. 7. Earth Filling [Section 10] and/or Earth Removal [Section 91 (Public Hearing Required) . 8. General Plain of Development. 9. Regulation Amendment : Zoning Subdivision _10. Other (explain in detail)s Add+tion to existing building. CONSULT PLANNING DEP RTMENT FOR FEE SCHEDULE. THIS /A PPLICATION MUST BE SIGNED BY THE APPLIC NT AND OWNER OF THE PROP,E-RTY D SUBMITTED IN TRIPLICA ITH AL APS AND DOCUMENTS RE .U'7RED O-N TTACHED CHECKLIST. r r� 015 2 App ant 0 PLANNING AND ZONING COMMISSION APPLICATION, CONT' D. TIME FRAMES AND -PROCEDURES FOR SUBMITTING APPLICATIONS/PLANS 1 . All prospective applicants are urged to confer with Town Planning Department and Engineering Department staff prior to submission of any application to the Commission. 2. Plans are officially received only on the fourth Tuesday of each month at the Regular Meeting of the Planning & Zoning Commission (PZC) . 3. Three (3) sets of blueprints are required on the second Tuesday of the month for review by the Town Planning and Engineering Departments . This deadline must be met if you want to ensure that your application is officially received by PZC. These plans must be submitted as complete plans -- which includes application plus all required information contained on checklist. No plans will be accepted at the c-ounter if checklist is incomplete. It is the applicant ' s responsibility to ensure that all information required on the checklist is submitted in one package at the time of submission -- including landscaping plans, architectural elevations, traffic report, etc. Planning Department staff will not accept checklists with blank spaces, or with "by others" in any space. 4. Town staff will notify the applicant with any changes required to make the plans in complete compliance with our Zoning/Subdivision Regulations . 5. All changes requested must be made and new, complete blueprints must be submitted . At this time six sets of plans must be submitted . If a Public Hearing is required ( or optional but likely) then seven sets are required . 6. Planning Department/Engineering Department staff will review plans only once -- if the resubmissions are not complete/correct , the Town Planner ' s report will reflect that revisions were not made as requested . a PLANNING DEPARTMENT IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Mars Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zon Acreage Subdivision Site Plan Residential No. of Lots units i Commercial Industrial Location: 4ye Project Description: 4-- Future .~ Town-owned property involved? Yes No (a)newistreets (existing frontage also) (b)newlopen space/recreation area active passive (c)newl, detention area Planning Department ar ent comments Please let me know by if you will have comm nts on th s application so that I can follow up with your department when I do a Planning Department report. i L C` ( ' If . -�' v I-// -'Li V zr'e crt— 4&t If•-t w `� ' ` s U� �_ Cry„ DRAINAGE DESIGN CALCULATI-ONS PREPARED FOR CAPITOL STEEL OF HARTFORD 97 SOUTH ST. WEST HART FORD, CT 06110 TEL.# (203) 724-0285 LOT 27 CONNECTICUT AVE. SOUTH WINDSOR, CT �1� COMhE``• . `► i/ C �• ,�',r�1'IO E 10F 46 i�i 11 41 �• '. Eas/0 JANUARY 11, 1989 REVISED FEB. 129 1989 JOB cAPI772Z� ED LALLY & ASSOCIATES SHEET NO. OF 111 Prospect Hill Road WINDSOR, CONNECTICUT 06095 CALCULATED BY ' ` DATE (203) 688-2413 CHECKED BY DATE , SCALE V1 40 1 ✓ , P1191- e r +y i S4"r1 00 o d _C e- Ro oTlvvp)ks ............ �✓� s,''f� . .. . 0,u. d).,LI r . 044 *0- z C) A 2.2, - 0. 1 ......... ... .... ...................i....................:..............................�.........Y....... r........�........ , ... ;....... .I .... , .... ..... , ..... . . ...,.........:..................+................. .... . .. I ! i ' � i � + i PRODUCT 20'51�W.GmM Wr 01111 To Order PHONE TOLL FREE 140?2S M - -JOB (14 ED LALLY & ASSOCIATES SHEET NO. 2 OF _ 111 Prospect Hill Road WINDSOR, CONNECTICUT 06095 CALCULATED BY DATE (203) 688-2413 CHECKED BY DATE SCALE T 0.ov--7 (0,1,57-ov 6Y"a'. 25 �v.vy� .a.6:5 c Y\ce.-�Y'J-e. 7, .... ........... .. . .. .... .... .. � _ � �- r�Zvi-► . . cfs �.. .. �. : . y. �. g !� Ll� 7 . ��• b ?. . ... .......... ............................... ...................... ...................... :,............................. ... .... PRODUCT X54 W lm.GmM wr 0101 To Ordw MM TOLL FREE Heoo•t2s.M JOB- C2A I SJ rZ.- L. ED LALLY & ASSOCIATES SHEET NO. OF III Prospect Hill Road WINDSOR, CONNECTICUT 06095 CALCULATED BY �TU DATE 2 aI (203) 688-2413 CHECKED BY DATE SCALE User Ave.C`fl� �. 0, z tr R0,0f woks ; J Do o. 5-(o ............ . :.. .. . . v........... ....,.... ...........,.. . ....... ....... ....... .... .. . . ... . ...... .... . .. . . . . . . . . . .. .. .. . .. . . . . .. ... .. ......... z 7 . 0 y� / c�.. ...... :.. ... .... . • � . ....... . . .. !......... . . .... .... ..... .............1......... ....................1. ....,.1.. ...a. .. .! i.. .......;...... .. .,... . �. .......:...... .:......... .. , . ... ............ .. . �!..0,. . .... r.. ......1. 1..+ PRODUCT 2WIt� o„Grow,MUL 01471 To Order PHONE TOLL FREE 14DD-2254380 J'B C'14' ED LALLY & ASSOCIATES SHEET NO. 44 OF 6 111 Prospect Hill Road M �6 WINDSOR, CONNECTICUT 06095 CALCULATED BY DATE (203) 688-2413 CHECKED BY DATE SCALE 0 /�G. ✓. � V 6, v o L. ......... 74;�, /2 &'/0 il� 4 7& .......7�R 17z � 6+01,1W 700 LIV.S _t/Vj&7.1(C ............ ........... tA�- . ....... . C.Jmr,r+y. ,�.: p ..... /4,7 -- 7.7 . . .1 77 2, -- 77 9� i , . /0-7. ... .... . .......... . .. 7 PRODUCT &0w.Ww.01471 To Ordr PROW TOLL FREE 1402340 JOB CAPLIQ1- S -CiCl, ED LALLY & ASSOCIATES SHEET NO. J OF I I I Prospect Hill Road WINDSOR, CONNECTICUT 06095 CALCULATED BY DATE (203) 688-2413 CHECKED BY DATE SCALE eo roof roof rail _ A w ........................ ..... ... ... ;... �.. . i ................................ ... ....... <. �...... .. .... ... .... .a... . .. s .. ..... ... .... j ............................. .. ..... ....s..... ..i.......... .......... j j N t i �,........�........b......• i...........{..........'....,.....f.........t........ ........t.......,�....,..1, ......�,.......,�........� .................. •,.•...�..... ... ...,...a,.........;.....•,...f.......,.f....... �,.......�.......�.........1.. ... j....... ..... PRODUCT 205-1�WUrc.,Groton,MML 01Q1 To Or*PROLE TOLL FREE 1400.225-M JOB ED LALLY & ASSOCIATES SHEET NO. OF 111 Prospect Hill Road T6 WINDSOR, CONNECTICUT 06095 CALCULATED BY DATE Z Z�" 5 (203) 688-2413 CHECKED BY DATE SCALE rot Cin. v f s`v � r u PS J Q e e 0 n 0Y1 'D v 77 y . .G .. .... . ..2. . .. fir -►. : / d y-ear -)to rvn t4 c'PS, e e. lei a.,� �, o 0� r 44e ` 1 .. . t vh Aj 1 cc L4 r On �4 /le T. oJe r 0 C4 r S a re h e y ................ ..... . .... . . ....... .... PROMICT as-i� Inc,Gmion,Ilya 01471 To On*PHONE TOLL FREE 140?t5M Data for CAPITOL STEEL Page 1 .Prepared by ED- LALLY AND ASSOCIATES 12 FEB 89 HvdroCAD rev. 12/27/88 (c ) 1986 Applied Microcomputer vstem� , POND 1 -> 2 YEAR STORM x ,Y = 4.3 2.5 <1 2 7 POND ROUTING BY STOR-IND METHOD, POND OUTLET SPECIAL START FLOOD PEAK PEAK Qpeak Qpeak Qp ak NO. DEVICES OUTLETS' ELEV. ELEV. ELEV. STORAGE ATTEN. LAG OUT (FT ) (FT ) (FT ) (AF ) (9; ) (MIN) (CFS ) 1 1 - 73.5 74.5 74. 1 . 10 74 16.5 1 . 1 POND 1 ONSITE DETENTION SWALE STARTING ELEV= 73.5 FT FLOOD ELEV- 74.5 FT ELEVATION CUM.STOR STOR-IND METHOD (FT ) (CF ) PEAK ELEVATION= 74. 1 FT 73.5 0 PEAK STORAGE - 4250 CF 74.0 3160 Qin = 4. 1 CFS @ .37 HRS 74.5 10776 Qout= 1 . 1 CFS @ .64 HRS ATTEN- 74 % LAG- 16.5 MIN IN/OUT= . 13 / .09 AF INVERT (FT) OUTLET DEVICES 73.5 156' CULVERT n=.012 L=30' S=.0051/' Ke=.5 Cc=.9 Cd=.6 TOTAL DISCHARGE vs ELEVATION FEET 0.0 . 1 .2 .3 .4 .5 .6 .7 .8 .9 73.5 1 0.0 0.0 . 1 .3 .5 .8 1 .2 1 .5 1 .9 2.3 74.5 2.7 Data or CAPITOL STEEL Page 2 Prepared by ED LALLY AND ASSOCIATES 12 FEB es POND I INFLOW & OUTFLOW ONSITE DETENTION SWALE 4v0 3e5 - STOR—INU METHOD PEAK ELEV= ?4 . 1 FT 3 . 0 - PEAK STOR= 4250 CF 4 2 , 5 - 01n= 4 . 1 CFS 0" 2 . 0 - Qout= 1 . 1 CFS 3 LAG= 16 . 5 MIN 0 1 . 5 - ..... I L I I I 0. eD N v co m 0 N v W m 0 TIME ( hours ) , Data for CAPITOL STEEL Page 3 Prepared by ED LALLY AND ASSOCIATES 12 FEB 89 NvdroCAD rev. 12/27/88 (c ) 1986 Applied Microcomputer Svstems POND 1 -> 10 YEAR STORM x ,Y 4.3 2.5 .1 2> POND ROUTING BY STOR-IND METHOD POND OUTLET SPECIAL START FLOOD PEAK PEAK Qpeak Qpeak Op ak NO. DEVICES OUTLETS ELEV. ELEV. ELEV. STORAGE ATTEN. LAG OUT (FT ) (FT ) (FT ) (AF ) (X) (MIN ) (CFS ) 1 1 - 73.5 74.5 74.2 . 16 75 16.7 1 .7 POND 1 ONSITE DETENTION SWALE STARTING ELEV= 73.5 FT FLOOD ELEV- 74.5 FT ELEVATION CUM.STOR STOR--IND METHOD (FT) (CF ) PEAK ELEVATION= 74.2 FT 73.5 0 PEAK STORAGE = 6760 CF 74.0 3160 Qin - 6.6 CFS @ .37 HRS 74.5 10776 Qout= 1 .7 CFS @ .64 HRS ATTEN- 75 % LAG= 16.7 MIN IN/OUT- .20 / . 15 AF INVERT (FT) OUTLET DEVICES 73.5 15" CULVERT n-.012 L-30' S-.005'/' Ke-.5 Cc-.9 Cd-.6 TOTAL DISCHARGE vs ELEVATION FEET 0.0 . 1 .2 .3 .4 .5 .6 .7 73.5 1 0.0 0.0 . 1 .3 .5 .8 1 .2 1 .5 1 .9 2.3 74.5 1 2.7 Data for ITOL STEEL Page 4 Prepared b�EO LALLY AND ASSOCIATES 12 FEB 89 — POND I INFLOW & OUTFLOW ONSITE DETENTION SWALE 6 . 5 - 6 . 0 - STOR—INS METHOD 5 . 5 - PEAK ELEV= ?4 . 2 FT 5 . 0 PEAK STOR= 6760 CF .. 4 . 5 4 4 . 0 . Oln= 6 . 6 CFS 0 3 . 5 Qout= 1 . 7 CFS V 3 • 0 LAG= 16 . 7 MIN p 2 , 5 - � 2v0 .... .... 1 . 5 - 180 - 85 0 . 0m n, v (n ro m N a m m m TIME (hours ) , Data for CAPITOL STEEL Page 5 Pr par d by ED LALLY AND ASSOCIATES 12 FEB 89 HvdroCAD rev. 12/27/88 (c ) 1986 Applied Microcomputer Systems POND 1 25 YEAR STORM x ,Y = 4.3 2.5 <1 2> POND ROUTING BY STOR-IND METHOD POND OUTLET SPECIAL START FLOOD PEAK PEAK Qpeak Qpeak Qpeak NO. DEVICES OUTLETS ELEV. ELEV. ELEV. STORAGE ATTEN. LAG OUT (FT ) (FT ) (FT) (AF ) (%) (MIN) (CFS ) 1 1 - 73.5 74.5 74.3 . 19 75 16.6 2. 1 POND 1 ONSITE DETENTION SWALE STARTING ELEV- 73.5 FT FLOOD ELEV- 74.5 FT ELEVATION CUM.STOR STOR-IND METHOD (FT ) (CF ) PEAK ELEVATION= 74.3 FT 73.5 0 PEAK STORAGE = 8416 CF 74.0 3160 Qin = 8.2 CFS @ .37 HRS 74.5 10776 Qout= 2. 1 CFS @ .64 HRS ATTEN= 75 % LAG- 16.6 MIN IN/OUT= .25 / . 19 AF INVERT (FT) OUTLET DEVICE,_ 73.5 15" CULVERT n=.012 L=30' S=.0051/' Ke=.5 Ccm.9 Cds.6 TOTAL DISCHARGE vs ELEVATION FEET _ 0.0 1 2 .3 -.4 .5 .6 .7 .8 .9 73.5 1 0.0 0.0 . 1 .3 .5 .8 1 .2 1 .5 1 .9 2.3 74.5 1 2.7 Data for cwxia sre¢i Page 6 >r pared by Eo uur AND ASSOCIATES iz FEB es POND I INFLOW & OUTFLOW ONSITE DETENTION SWALE 8 . 0 7 ' S STOR-IND METHOD 7 ' 0 PEAK ELEV= 74 . 3 FT 6 . 5 6 , 0 - PERK STOR= 8416 CF 5 . 5 - � 5 , 0 - Oln= 8 . 2 CFS u 4 , 5 - Qout= 2 . 1 CFS 4 . 0 - 315 LflG= 16 . 6 MIN 0 3 . 0 - J 2 , 5 - LL 2 , 0 1 . 5 1 . 0 . 5 0 . 0m N v m m m N c m m m TIME ( hours ) , Data for CAPITOL STEEL Page 7 Prepared by ED LALLY AND ASSOCIATES 12 FES 89 HvdroCAD rev. 12/27/88 (c ) 1986 Applied Microcomguter Svstem5 POND 1 -> 50 YEAR STORM x .Y - 4.3 2.5 <1 2> POND ROUTING BY STOR-IND METHOD POND OUTLET SPECIAL START FLOOD PEAK PEAK Qpeak Qpeak Qpeak NO. DEVICES OUTLETS ELEV. ELEV. ELEV, STORAGE ATTEN. LAG OUT (FT ) (FT ) (FT ) (AF ) (X > (MIN) (_CFS ) 1 1 - 73.5 74.5 74.4 .21 74 16.6 2.3 POND 1 ONSITE DETENTION SWALE STARTING ELEV- 73.5 FT FLOOD ELEV- 74.5 FT ELEVATION CUM.STOR STOR-IND METHOD (FT) (CF ) PEAK ELEVATION= 74.4 FT 73.5 0 PEAK STORAGE = 9238 CF 74.0 3160 Qin - 9.0 CFS @ .37 HRS 74.5 10776 Qout- 2.3 CFS @ .64 HRS ATTEN= 74 % LAG- 16.6 MIN IN/OUT= .28 / .21 AF INVERT (FT) OUTLET DEVICES 73.5 15" CULVERT n-.012 L-30' S-.005'/' Ke-.5 Cc=.9 Cd=.6 TOTAL DISCHARGE vs ELEVATION FEET 0.0 . 1 .2 .3 .4 .5 .6 .7 .8 .9 73.5 1 0.0 0.0 . 1 .3 .5 .8 1 .2 1 .5 1 .9 2.3 74.5 1 2.7 Data for CAPITOL STEEL Pag 8 Prepared by ED LALLY AND ASSOCIATES 12 FEB 89 POND I INFLOW & OUTFLOW ONSITE DETENTION SWALE 9 . 0 6 . 5 8 . 0 9TOR-IN➢ METHOD 7o5 PEAK ELEV= 74 . 4 FT 7 ' 0 PERK STOR= 9238 CF Ge5 6 , 0 - 5 . 5 . 4- 5 . 0 O '1n= 9 CrS 4 . 5 - 0out= 2 . 3 CFS 4 . 0 - LAG= 16 . 6 MIN 0 3 . 5 _j 3 , 0 LL 2 . 5 - 210 - N a m m m m c m m m TIME ( hours ) , Data for CFFITOL STEEL Page 9 Prepared by ED LALLY AND ASSOCIATES 12 FEB 89 HvdroCAD rev. 12/27/88 (c ) 1985 Apalied Microcomputer Systems POND 1 ->100 YEAR STORM x ,Y = 4.3 2.5 <1 2 r POND ROUTING BY STOR-IND METHOD POND OUTLET SPECIAL START FLOOD PEAK PEAK Qpeak Qpeak Qpeak NO. DEVICES OUTLETS ELEV. ELEV. ELEV. STORAGE ATTEN. LAG OUT (FT ) (FT) (FT ) (AF) (% ) (MIN) (CFS ) i 1 - 73.5 74.5 74.4 .23 74 16.5 2.5 POND 1 ONSITE DETENTION SWALE STARTING ELEV- 73.5 FT FLOOD ELEV 74.5 FT ELEVATION CUM.STOR STOR-IND METHOD (FT ) (CF) PEAK ELEVATION- 74.4 FT 73.5 0 PEAK STORAGE - 9852 CF 74.0 3160 Qin - 9.7 CFS @ .37 HRS 74.5 10776 Qout- 2.5 CFS @ .64 HRS ATTEN- 74 x LAG- 16.5 MIN IN/OUT= .30 / .23 AF INVERT (FT) OUTLET DEVICES 73.S 15" CULVERT n-.012 L-30' S-.005'/' Ke-.5 Cc-.9 Cd-.6 TOTAL DISCHARQE vs ELEVATION FEET 0.0 . 1 .2 .3 .4 .5 .6 .7 .8 .9 73.5 0.0 0.0 . 1 .3 .5 .8 1 .2 1 .5 1 .9 2.3 74.5 2.7 Data r CFFITOL STEEL Page 10 Preoer�e by eo Lnuv AND nssocIn.Es iz ree es HydroCAD rev. 12/�7/88 (g ) 1986 Applied Microcomputer Systems POND I INFLOW & OUTFLOW ONSITE DETENTION SWALE 9 . 5 9 . 9 Be5 StOR— IN➢ METHOD B10 - PERK ELEV= 74 . 4 FT 7 . 5 PEAK STOR= 9852 CF ? 80 ,. 6 .5 � 56 ; 0 Oln= 9 . 7 CFS ° 5 5 . 0 Oout= 2 . 5 CFS 4 . 5 . 4 . 0 - LflG= 16 . 5 MIN 0 3 . 5 - J LL 2 , 5 2 . 0 - lv5 - N v w ro m m v w m m -T I ME ( hours ) , �pr1 N t44 o - r Gory K. Ty1w Chief of Police oR-Cod Police Services SOUTH WINDSOR POLICE DEPARTMENT CONSTRUCTION REQUIREMENTS Project Title: Capitol Steel Date: 6 March 1989 L!10'0 1. Developer is responsible for the purchase and installation of all street and traffic signs. Any signs on or intersecting with a State Highway must be cleared through the Department of Trans- portation. All signs must be in place before a c.o. is issued. 2. Developer is responsible for the purchase of all street lighting through Connecticut Light and Power. CUP will install all lighting once they have received payment from the developer and the locations of the lights has been reviewed by the Police Department. All lighting must be in place before a c.o. is issued. L-7 3. Developer will submit three (3) 8.11 x 11 or 8;1 by 14 maps of the 1 proposed project to the Police Department for the purpose of identifying and locating all signs. Completed maps will be distributed to the developer, Town Planner and the Police Department. Any changes in road design will require new maps. 4. Temporary street signs must be in place as soon as possible and maintained throughout the project. 2eo'5. Emergency phone numbers for the durrtion of taecompany letter- construction ; must be provided to the Police Depament on ` head. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 6. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. 151 Sand Hill Road South Windsor, Connecticut 06074 • (203) 644-2551 _2_ CONSTRUCTION SUGGESTIONS 1 . Keep all shrubbery low around doors and windows so as to allow an unrestricted view. Q 2 . Locate business name , if applicable, on the building. 3 . Backlight business name and address. 4 . Provide lights over all doors. S . Provide ample lighting of parking areas . [ � 6. Advise the new owner / purchaser to provide the Police Department with emergency numbers . (Business , Commercial and Industrial property only) . SIGNATURE Sergeant Thomas C. Hart #103 Traffic Services Unit Approved by: /ChiVf Ga K. T e PLANNING DEPARTMENT IN-HOUSE REFERRAL FORK TO: Karl Reichle, Mike Gantick, Mel Stead, Fred Shaw, Richard J. Sartor, Gary Tyler, Fire Marshall Lanning, Jim Snow FROM: Marcia A. Banach, Director of Planning The Planning & Engineering Departments have received plans for the following project:# Zone-2-7— Acreage r 3 9f _ L6 sy t Y Subdivision Site Plan Residential No. of Lots/units Commercial Industrial_ ell/ n.tc sL Location: Project Description: q v Future Town-owned property involved? Yes No� (a)new streets (existing frontage also) (b)new open space/recreation area active passive (c)new detention area Planning Department comments J r Please let me know by /7�,�� if you will have comments on this application so that I can follow up with your department when I do a Planning Department report. s 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 �tiosoR.c AREA CODE 203/644-2511 16 March 1989 Mr. Guy Burns 121 Connecticut Avenue South Windsor, CT 06074 re: Appl . #89-18P, Capitol Steel Site Plan Dear Sir: We are pleased to notify you that the Planning and Zoning Commission voted on March 14, 1989 to approve the above- referenced site plan of development in accordance with Drawings 1 and 2 of 2 dated 6/17/88 (revised 3/6/89) prepared by Ed Lally and Associates, Inc. , and with the following modifications: 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2 . No building permits will be issued until the fiApl mylars have been filed in the Town Clerk's Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $2, 000 . 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 . 13 . 10 of the Zoning Regulations . 5 . A landscape bond in the amount of $5, 000 is required and must be submitted prior to filing of mylars to ensure compliance with original plans . 6 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7 . Chain link fence is to be relocated inside the property boundary so that landscaping is visible. Fence cannot be located within drainage swales and/or detention areas . Black and white transparent mylars of Sheet #1 with the above Mr, Guy Burns -2- 16 March 1989 r modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to b stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation 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 AND ZONING COMMISSION 1 Raymond F. Hallowell, Jr. Chairman cc: J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control J. Collins, Chief Building Official E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director Registrar of Voters Inland Wetlands Agency/Conservation Commission j/�ZC File Engineer Applicant i" 8t4 t y U V/ • O � 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 R•co�'`�� AREA CODE 203/644-2511 TO BE PUBLISHED IN THE JOURNAL INQUIRER SATURDAY, MAR. 18, 1989 LEGAL NOTICE TOWN OF SOUTH WINDSOR PLANNING AND ZONING COMMISSION At its Mar. 14, 1989 meeting, the Planning and Zoning Commission voted to take the following action: K. " 1 . Approve, with modifications, App #89-18P, Guy Burns, Capitol Steel Site Plan, 121 Co ecticut nue, I Zone. 2 . Approve, with modifications, the application of RSK-Kellco, Inc. for building permits for Lakewood Phase III, east side of Ellington Road, DA-15 Zone. 3 . Approve, with modifications, Appl. #89-11P, Culbro Shepard Partnership for an Amendment to the Subdivision Regulations, Section 2.5.e, regarding dead end streets. Effective date to be determined. Dated at South Windsor, Connecticut this 15th day of February, 1989 . PLANNING AND ZONING COMMISSION Raymond F. Hallowell, Jr. , Chairman Marshall Montana, Secretary P-625 092 362 H CUPT FOR CERTIFaE-D MAIL 1NSLJ;r.N,_E GOVERA6i FAwiti=n NOT F;,r INTERNATiON'', UAit (See Rc�,erse La St't tandy �Nc eT/CrJT- o ci P 0.State an !P Code P,stage _ Certified Fee Special De',very Fee P Restricted Delivery Free 1 Return Receipt sh(wing to whom and Date Delivered N Return Receipt snowing to wncm, Date,and Address of Delivery d 3 �rnd Fees S r rig Postmark ?. 0� STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE, CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.(see front) 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached and present the article at a post office service window or hand it to your rural a irrier. (no extra charge) 2 If you do not want this receipt postmarked,stick the gummed stub to the right of the return address of the article,date,detach and retain the receipt,and mail the article. 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space per- mits.Otherwise,affix to back of article.Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee,or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. I5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. if return receipt is requested,check the applicable blocks in item 1 of Form 3811. 6.-Save this receipt and present it if you make inquiry. N�iAt Complete Iterns 1 and ?,•when addMor►el mervicas we desired, and complete Itsrrrr�9 V*ML§Wron In the"RETURN T0"Gpow on the revem dda. Failure to do this will prevano`" UR fr lnp returned to you. r addlMonal Is" Swv era ava 1&Consun or feel and Ohftk bOX018)fpr additlenai servk*s)requestsd. 0 8bpw to"omt(Szivered dei^and oddromm's address. Z. 13 Mamie tsd Delivery Z 3. Article AddraNd to: 4, Ntor�r �oy1JnTole 7---'©q 3�-v 7—/6 7- 00 C o e Akw"aWn aMnature of add ort pb ATE 2,ELt_VEREQ. 6. Bi tore— S. Addreasa's Addrm ONL If t requested Free ) r 8. Apart, OI 7, Dueof /;L-7 AS07 3 k Pa Bonn 3811#War.1987 *USAP-0.liPAI&W T1C RETWW RIRCSIPT UNITED STATES POSTAL SERVICE '"`^"�'"'�•. r OFFICIAL BUSINESS SENDER INSTRUCTIONS Prir*. your name, address, and ZIP •� "" "'"° Code in the space below. • Complete items 1,2, 3,and 4 on the reverse. V��® Attach to front of article if space permits, otherwise affix to back of article. PENALTY FOR PRIVATE Endorse article "Return ReceIJW USE,$300 Requested"adjacent to number. RETURN Print Sender's name,address,and ZIP Cosfe;in the space below. TO �_ <.Wemo from / C� TOWN OF SOUTH WINDSOR TOWN HALL SOUTH WINDSOR.CONN.06074 F TO A. Bowen Davies DATE 4/24/89 Deputy Town Engineer L SUBJECT: PRECONSTRUCTION MEETINGS FOLD- There will be a preconstruction meeting on May 4, for the Standard Printing Site Plan (2:00 P.M. ) and the Capitol Steel Site Plan (2 :45 P.M. ) here at the Town Hall. cc: Banach M. Gantick, L. Braddock, F. Shaw, M. Stead, K. Reic e, B. Lanning, J. Collins, J. McCahill By toyce Vallez pow M aE,( GO C 9 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 �r�osoR•co � AREA CODE 203/644-2511 RE: Preconstruction Meeting - Capitol Steel Application #88-70P IN ATTENDANCE Name Company/Address Telephone # A.B. Davies Town of South Windsor 644-2511 Michele R. Lipe Town of South Windsor 644-2511 John E. McCahill Town of South Windsor 644-2511 J rry C. Iazzetta Town of South Windsor 644-2511 Guy Burns Capitol Steel 724-0285 David Wilcox Wilcox Trucking 243-8870 Ahsan Haque Capitol Steel 282-1222 The following is a brief summary of points discussed during the meeting. Public Works 1 . All erosion and sedimentation control measures are to be in lace prior to earth moving operations in each area and maintained cleaned out during construction. Call Zoning Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work. 2 . Four complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by Planning Department along with plans developer needs . 3 . The Public Works Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist required for the following: a) after site is staked out b) all drainage work c) Preparation of subgrade, compaction tests as required by the Town. d) Preparation of subbase, six (6) inch lifts e) Placement of bituminous concrete, 1 1/2 inch layers . 4 . Certification of gravel used as subbase will be required by an approved testing company. 5 . No subgrade formation/base in frozen ground/snow. Same for pipe/structure installation. 6 . As built plans are to include horizontal and vertical location of all underdrains, footing drains, and sanitary sewers located by a certified land surveyor. Progress sanitary sewer as-builts required prior to gravelling of road. 7 . All topsoil stockpile areas to be protected (ringed with haybales or equal) . 8 . All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment. 9 . During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel onto Connecticut Avenue. Calcium chloride is to be used for dust control as required. 10 . Any problems and/or questions regarding construction of this project will be directed to Ahsan Haque-282-1222, in the field. 11 . All filling to be done in accordance with Department of Transportation specifications . To be compacted in maximum lifts and tested as necessary. 12 . Weekly job meetings will be held as needed. 13 . Forty-eight (48) hours notice needed for Certificate of Occupancy inspection. Two week review period (10 working days) needed for all individual site (lot) plans prior to issuance of building permit (may be longer if application is incomplete) . See General Guidelines for Certificate of Occupancy. 14 . Only approved copies of lot site plans to be used. Any proposed changes are to be presented to Engineering/Planning Department prior to implementation on change sheet. 15 . No paving after October 15 without written approval from Director of Public Works . 16 . Hours of operation 7:00 A.M. - 5:00 P.M. , no work on Sunday. Any pipe/structure work requires inspection prior to backf illing. W.P.C.A. 1 . Sewer connecting charge for additional developed acreage- unit rate $1,000/acre or portion prorated. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1 . Blasting (if required) to be coordinated with the Fire Marshal. Police Department: 1 . Emergency phone numbers for the duration of the construction must be provided to the Police Department on a company letterhead. If the developer occupies or owns the building/s after construction emergency numbers must be provided to the Police Department. 2. All buildings located on property which abutts a public highway must be numbered. Such number/s (address) shall be visible from the street. All numbering shall comply with Town Ordinance 6-800 thru 6-802 . 3. Barns, garages and outbuilding which are located on the same premises as a numbered structure are excluded. 4 . Erect temporary sign on the site during construction identifying the project. 5 . If an alarm is to be installed contact the Police Department. Building Department: 1 . Plan review with Building Official/Fire Marshall required prior to application for building permit. Coordinate with Chief Building Official. Very truly yours, r 1 Marcia A. Banach Director of Planning MAB/pmm cc: Jerry C. Iazzetta, Town Engineer A.B. Davies, Deputy Town Engineer Thomas Hart, SWPD Karl Reichle, Public Works Mel Stead, Public Works Minh V. Le, SNET Hal Clisby, CL&P John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control John E. McCahill, Zoning Enforcement Officer Guy Burns, Capitol Steel David Wilcox, Wilcox Trucking Ahsan Haque, Capitol Steel TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: Site Name C:191IirC f � ��'`���' ��c ° T vN P&Z No. Owner q y 13ifg d Phone No. 72�-07-e r Contractor /v A. Signature of Owner a '`'� Date: Signature of Design Engr. /vA Date: CHANGE: (Describe location and nature of change. Include plan/profile of Change) . GA7,�' 06(WjW 6o 00 Ng�F* 70 3 y�L/,l✓'i -2• 44ff o-w fires - arc. rAr- XPO p,<- Reason for Change: (Why is change required) AE 6-4cC,�' Or -TW k^-4 p(J74ovt0-- Div G r,�iv� /efl--,We /ir,-Go-J Q2W T a a11-PAN •2 ,Y!'Ei�t LUGd��wr OF /(/iyo !�/ i�✓ ,fiv�.� / `,A `y/� �igi� /�,,, Or- APPROVALS: (As Required) Dir.. Of 6' Date: �f Town Engineer Date: 7 Dir. of Plan ng Date: " Other: Date: STAFF COMMENT cc: Deputy Town Engineer Zoning Enforcement Officer Chief Building Official t 1 �� Ili/� .E.�/D ��9��/.9ND ,f T.9�"lc�"S .E? 5�,�!%c�'sT,E•e� y , YO 049 � � � ClF=73.72 / - J Jk.r r EOGE,voADCZNG zor�v/cvR� / _1 -- EafiE g4rQK�N6 nor w�jCc ExiS711Ov6 0= -- - ~ - ---- - - - 76 - 7 5.32 x �3.9 o x 7S!27 x 73.b� k75./ � h A o 9 � .•r.� ::x:Y:f: y - 19 •1- 8 �//�. M �i•_ i •�� •:J •.•. OvE.? 4 73 .. ;. .��. •:?4.z„;, ... �1 -0` ... . / /� V \ \ \ W 1A414 t2 �r-PROG�S ED .. ... r � v .804 x••� sro i 3 1 A P P � �i F 1 NC. COSTS .,s;'� :�:,:•:•::.•:`I t .•¢GRAB '� I '� ♦_ To 8E Xeoo-fovEo / 7Y.86 •'�� 1�� 75_5 .xTse � f ' :P 7� 73•��O �— 13•�`• . CXA CON /D RROPOSED 5P4'CES :Q ZAP pLi 1 z6o DUMPSTE 6i /Q" = /qp• V: (� ,a.40 S i ■ =:; -76 \ _ EXISTING BUILD/NG 1 ` �� �/F 'toll" •t't 4 r T-a o-p Saum V&Uaiat e � u _ v 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 September 11, 1990 ' Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At the S ptember 10, 1990 meeting of the Inland Wetlands Ag ncy/Conservation Commission, it was voted to release the following bonds: Application #381, Abbe Road Estates in the amount of $10,000.00. Application #89-33P, Atlas Oil/Oakland Road- in the amount of $5,000.00. �. e Applicatio #89-18P Capitol Steel in the amount of $5,000.00. Application #87-487, Covensky Industrial Building in the amount of $3,000.00 Application #294, Evan's Crossing in the amount of $15,000.00. . Application #89-30P, Franklin Distributors in the amount of $5,000. 00 . Application #89-27P, Gerber Scientific in the amount of $10,000.00. Application #88-45P, RF Brick in the amount of $5,000.00. Application #87-396, Reliable Refuse in the amount of $2,500. 00. Application #89-37P, Savings Bank of Manchester in the amount of $2,000.00. . Application #373, Terlizzi, Lot 6 & Subdivision in the amount of $10,000.00. Application #379, Tri-State Laundries in the amount of $5,000.00. Application #88-107P, Vintage Homes (Foster - 2 lots) in the amount of $2,000. 00. Application #88-31P, Waldo Brothers in the amount of $5,000 . 00 . Application #89-78P, Gelco Space in the amount of $6,000.00. Application #405, Knoek Hardware in the amount of $2,000.00. Application #208, Quality Electric in the amount of $2,500 . 00. Press Services in the amount of $2,000.00. Application #89-74P, Boat Works Marine Storage in the amount of $5,000.00. `LQ.,y truly yours, ^ James A. Lombardi Chairman Inland Wetlands Agency/Conserva ion Commission JAL/pmm cc: Marcia A. Banach, Director of Planning Jerry Iazzetta, Town Engineer Michele Lipe, Ass't Planner/Analyst 4 LEGAL SERVICES REQUEST FORM DEPARTMENT: Planning & Zoning CONTROL # �— Date of Date Date Date of Type of Review Request Received Dispatched Review (Check Appropriate Box) Contractual Statutory r] Regulatory Other (Please 10/12/89 specify) Sewer Easement Please review the enclosed sewer easement for Mother Goose II. Thank you. Signature: *(To be filled in by Town Manager 's Office) t rN ft, c r T-0 apS 70&1� • 4 �v 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-25U 14 September 1990 Mr. Guy Burns 121 Connecticut Avenue South Windsor, CT 06074 Dear Mr. Burns: re: Capitol Steel $5,000 IWA/CC Bond This is to advise that the Planning and Zoning Commission voted on 11 September 1990 to release the IWA/CC Bond. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s) will be available. If you have any further questions contact the Planning Department at 644-2511, Ext. 251 . Thank you. Very truly yours, PLANNING & ZONING COMMISSION Marshall Montana Chairman cc: J. Iazzetta, Town Engineer M. Banach, Director of Planning ✓PZC File