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Site Plan of Development (80)
PLANNING & ZONING COMMISSION C Y+N Sir APPLICATION FORM RECEIVED Application No: (1 -Q� �;•' �'�''_`\,�\ Official Receipt Date: I1: Receipt No: d I°a � � kOR PLANNING DEP ff sr�r/�. APPLICANT: q SL�hrV I I G� j�j )y® l- G ADDRESS: j a y(X OWNER OF RECORD ON LAND RECORDS: —Let ,TLl I j� JV ADDRESS: J q -r-.1 —.— i I vj COMPLETE LOCATION OF PROPERTY: 5'a »,-c a S 0- 'et ASSESSOR'S MAP #_.r, PARCEL # ZONE NAME, ADDRESS, TEL& FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: — e RP-Y viii9- 2-9 /-D3Z3 0f- THIS APPLICATION IS FOR: (Check all that apply): ❑ ',one Change to (Public Hearing required and Certified letter to abutters required) Subdivision/Resubdiidsion ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Approval Special Exception to Article (Public Hearing, Certified letter to abutters required) Site Plan of Development General Plan of Development Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required) [, Regulation Amendment: ❑Zoning ❑ Subdivision (Attach proposed amendment) Temporary and Conditional Permit for Major Home Occupation for El Other(explain in detail) An Application Pending sign is required to be posted on the property for all applications ten (10) days prior to being heard by the Commission. re of cant Si ature of Pr rty Owner (See reverse side for additional information) JOB ;_ MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin R oad J —�- CALCULATEDBY DATE 3 - GLASTONBURY, CONNECTICUT 06033 r fad CHECKED BY DATE SCALE RECEIVED . I Z G , ` JAN 4 2002 MUTH IMNDSOjt Pi AN VIiVG P i ....... G ., J04. _ . / Z Ac D � - T� to 1"Az G�pro 0,90 x 4 , 7 „����,�� x ,/ 2 A6- = D, 45 �r 1/ n �Z kZS �TG � l U Iv zJ 5 �J (]Sc' I�i�tr . CAP14ci7--� 07, 15 Pfl^fN lft iN.i IfinMc cMnIc19M.1 roanrom JOB MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road CALCULATED BY J'�`� GLASTONBURY, CONNECTICUT 06033 DATE CHECKED BY DATE SCALE ^ — G✓✓ Ar j. 0, U X 4. 7 '_Ate, VDT l D Yz_ oto x i Q Tc, 15 Q� J?q c r5 -zv 30 5cr I T-1 It �rlir��1 r J I�/ J�CiTJLr i _ PNCDJC7 204 1(Smale Sheetsl205-1 INMM1 JOB MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. I of 81 Rankin Road CALCULATED BY LA DATE �J I GLASTONBURY, CONNECTICUT 06033 CHECKED BY ^^ DATE SCALE Q = V 4i .... .. G �, o / L v, _ � � P vm r O 2 --j 170 100 y2 - too C N w VOL- G F 10 zv Z� 3 � I , �� �tj MEGSON & HEAGLE JOB Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road CALCULATED BY DATE GLASTONBURY, CONNECTICUT 06033 CHECKED BY DATE SCALE PI� D��Sc�� � c�riDirlOr-1s CAT. G �5'�` � _C .� _�.._� - r?�?. �_ D.R. �P✓t��2": , ? �1" } _ . (07 L. 17 0 E f, ".t Y C FS, Vot-UMC = 2;2-85 c-F. JOB MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road CALCULATED BY �✓1cA� GLASTONBURY, CONNECTICUT 06033 DATE_ - —��' CHECKED BY DATE SCALE ........... . tO*N Sf4 C * Y -0 n V/ V� �• _ a ► 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 -OR-CO' AREA CODE 860/644-251 1 January 14, 2002 CERTIFIED MAIL Town Clerk Town of East Hartford 740 Main Street East Hartford, CT 06118 Dear Madam/Sir: Re: Notice to Adjoining Municipalities In accordance with Connecticut General Statutes concerning notification to municipalities regarding Planning & Zoning Commission applications that could affect the abutting town, we hereby notify you of the application #02-01, Between Rounds Site Plan of Development submitted Jerry Puiia. The applicant requests a Site Plan of Development for the construction of a 6,400 sq. ft. all purpose building on property located at 19 John Fitch Boulevard, GC zone. This application is tentatively scheduled to be heard by the Planning & Zoning Commission January 29, 2002 at 7:30 p.m. in the Madden Room of the Town Hall. If you have any question, please feel free to contact the Planning Department at 644-2511, ext. 252. Very truly yours, Michele R. Lipe, AICP MRL/ Assistant Director of Planning MEMORANDUM To: Marcia Banach, Director of Planning RECEIVED From: Jeffrey B. Doolittle, P.E., Town Engineer JAN 15 2002 Date: 1/15/02 RE: App 02-01 P, Between Rounds—19 John Fitch Blvd. SOUTH WINDSOR PLANNING DEPT, I have reviewed the site plan application for Between Rounds, 19 John Fitch Blvd and have the following comments: Please call me (x 245) if you have any questions. 1. The applicant's telephone number needs to be shown on the plans. 2. Suggest the handicap spaces be moved to the front of the building and regular spaces be shown on the north side of the building. This will provide more readily accessible parking spaces for most people entering the site. It will also discourage drivers from turning left, against traffic, to reach parking spaces in front of the building. 3. The location of the roof drains on the Site Plans, Sheet 5 does not agree with the locations shown on the Architectural Plans Sheet SK-2. All roof drains are to be piped into the subsurface drainage system. 4. Include a note that the site drives and parking areas are to be paved and show the limits of this new pavement. Also include a detail for the pavement and base for this site and the basis for this design? 5. The elevation 98 contour in the northwest corner of the site needs to be checked. It appears to show a flat area, which will not drain well. 6. A storm manhole should be installed at the 90 degree bend in the 8" PVC pipe from CB2 to the single row of infiltrators. 7. The route and location of the surface runoff path offsite needs to be shown, with more contour information. This is to insure the site stormwater drainage does not adversely impact abutting properties. 8. The three rows of high capacity infiltrators shown at the northwest corner only fit if they are laid right next to each other and this would be tight in this area. These need to be spaced out more to achieve the 24 ft3 of storage included in the design. The manufacturers recommendation is to space these at 9 feet on center. I suggest the placement and spacing of these infiltrators be reviewed and checked with the manufacturers recommendations. I also recommend that there be a 10 foot buffer area between the infiltrators and the property line so the infiltration does not adversely impact abutting properties. Appl #02-01P Between Rounds Site Plan 1/29/02 1. Request for site plan approval for an approx. 5,500 square foot expansion to the existing Between Rounds facility at 19 John Fitch Boulevard, GC zone. Site size is just over 30,000 sf. 2. Building coverage is 24%; 50% allowed. A variance was granted to allow 76% impervious coverage; 65% allowed. existing b k. The proposed addition, which will include 799 sf of restaurant; 2,747 sf industrial/manufacturing; and 934 sf of retail will be placed behind the 1,259 sf office area. 3. There are 34 parking spaces required; 34 spaces provided. The applicant is requesting a waiver to allow spaces to be 9' x 18.' This has been a difficult site to configure because it is very small. The applicants received a site plan approval in 1996 with a different building and parking configuration, but the current proposal seems to present a better circulation and parking arrangement. The 1996 site plan approval included a waiver to allow parking spaces to be 9' X 18.' 4. The site currently has two driveway cuts onto Route 5. The new proposal separates the two driveway cuts as far as possible, and designates the southernmost driveway as exit only. Both exits are right turn only. 5. Public water is available in Route 5. There are no sewers in this area, so on-site sewage disposal is needed and has been approved by the Town Sanitarian. 6. There are no wetlands on site nor over V2 acre of disturbance, so IWA/CC approval is not required. 7. The proposed sign is the typical Between Rounds sign, 10 feet high, 24 square feet, and will be internally lit with red letters. There is also a red building sign proposed 27' long, 24"high. This sign is made of thick plastic and will be internally lit. 8. The landscaping incorporates a variety of plantings along the perimeter of the site. The rear and southern side of the property abuts the Caron Auto Works site where there exists a chain link fence. 9. ADRC reviewed this plan on January 17. The Committee was generally satisfied with the architecture, however the majority of members had an overall concern with the rainbow awning— did not feel it was a "New England" look— . The committee had the following recommendations: • Parking lot lighting cut sheet to be provided to ensure that it is a full cut off fixture. • Additional landscaping should be planted; sizes of plantings should be increased in general—particularly in the area in the front and sides of the building. • Plantings with a vane of year round color are recommended for the front g ty Y of the building to enhance the setting. • Consideration should be given for planting deciduous shrubs along the back property line. • Shrubbery proposed on top of the infiltrator system should be reexamined to ensure that it does not affect the infiltration functioning of the system. 10.The South Windsor Police Dept. have reviewed the application and have no comments. If this application is approved, the Planning Dept. requests no additional approval modifications other than those already noted. A SOWN Sfq( V � U s 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 r�OSoa•co`' AREA CODE 860/644-2511 CERTIFIED MAIL February 1, 2002 Mr. Jerry Puiia 19 John Fitch Blvd South Windsor, CT 06074 Dear Mr. Puiia: At its January 29, 2002,meeting the Planning and Zoning Commission voted to approve your request for Site Plan approval for a 6,400 square foot facility for property at 19 John Fitch Blvd, GC Zone. This approval is for the modification to an existing structure as shown on plans prepared by Megson&Heagle dated 3/2/01 as revised. This approval is subject to the following modifications: This approval is subject to the following conditions: 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 8.1.10 of the Zoning Regulations. 4. Footing drains are required if the building has a basement. 5. A landscape bond in the amount of$4,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. Town Sanitarian approval required for the on-site septic system. 8. A waiver is granted to allow the parking spaces to be 9' X 18' in size 9. Engineering comments of January 15, 2002 must be addressed. 10. ADRC comments regarding the landscaping and lighting must be addressed. Black and white transparent mylars of Sheet#2 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 W be stamped and signed. The letters of approval of this Commission«5 mil' +'' T~'^rd must be reproduced on the mylars. After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Kevin McCann, Chairman Planning and Zoning Commission KMcC/kag cc: Town Engineer Chief Building Official Assessor .w (OWN St q C s. 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 �rtGSOR•CO' AREA CODE 860/644-2511 REVISED CERTIFIED MAIL February 25, 2002 Mr. Jerry Puiia 19 John Fitch Blvd South Windsor, CT 06074 Re: Appl 02-01P, Between Rounds, request for Site Plan approval for a 6,400 square foot facility for property at 19 John Fitch Blvd, GC Zone Dear Mr. Puiia: At its January 29, 2002, meeting the Planning and Zoning Commission voted to approve your request for Site Plan approval for a 6, 400 square foot facility for property at 19 John Fitch Blvd, GC Zone. This approval is for the modification to an existing structure as shown on plans prepared by Megson&Heagle dated 3/2/01 as revised. This approval is subject to the following modifications: This approval is subject to the following conditions: 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 8.1.10 of the Zoning Regulations. 4. Footing drains are required if the building has a basement. 5. A landscape bond in the amount of$4,000 is required and must be submitted prior to filing of mylars. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. Town Sanitarian approval required for the on-site septic system. 8. A waiver is granted to allow the parking spaces to be 9' X 18' in size 9. Engineering comments of January 15, 2002 must be addressed. r 10. ADRC comments regarding the landscaping and lighting must be addressed. Black and white transparent mylars of Sheet#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. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, X/V Kevin McCann, Chairman Planning and Zoning Commission KMcC/kag cc: Town Engineer Chief Building Official Assessor rn � Sop-9-2002 03:06w FrOviLECTRI,CAL WHOLESALER INSIDE SALES +860 US 450 T-077 P-003/017 -F-814 A R C H l T E . G T. U FZ A L A R E A L i G R 1 N G M1 Large Pole and Wall Mounted M2 Mid Slze Pole and Walt Mounted M3 Wall Sconce M4 Bollard The Mitra is an expression of classic geometric farm. Designed to compliment architectural expressions of precision, structure,and line.The simple emgance of the Mitre series tael"Its w)gineered strength and enduring quality, State of the an optical systems provide precise, P energy efficient iUuminarlon.ThQ nAltre series is offered in tnree sizes for proper Scale and application whore form is a prerequisite to function. I i I i I I I 2 Sop-30-2002. 08:08pm F mriLECTRICAL WHOLESALER INSIDE SALES +860 US 4640 T-QTT P.005/017 F-814. ' Design 1 A Cast 355.aluminum construction A One piece unitized castings(M . M3,and M4) with inter reinforcing web.fbr maximum impact resistance 2 A Totally sealed optics for long term performance ♦Molded memory retentive silicone gaskets A Rigid cast door frame insures gasket seals ♦Captive pressure lock fasteners f . A Tempered glass lens . ,i 3 s y.' A Easy access to the lamp and ballast A StPsiniess steel hardware and hinges rr A Door hooks off for maintenance & ETL.listed for wet location use ♦Electrical components are installed, wired, ana '`?;;. tested before shipping °ZY Corro'Sion Resistance, The Mitre is cast from corrosion resistant, 356 alloys used in marine and aircraft applications.These alloys offer the highest strength combined witn the greases: resistance to corrosion. Die castings will twin to car- rode at mating surfaces sucn as fastener locations soon after exposure to the elements. AALCASTIi�tGs UiCASrllvcs ' Low iron, "copper free" A High iron and content for corrosion copper content resislance A Impure alloys 4 High structural A. 'Whito rust"when *r' strengtn exposed to weather Sop-,30-2002 03:08ps Pro-ELECTRICAL WHOLESALER INSIDE SALES +800 548 450 T-Ott P-006AIT .P-814 Uke.all AAA rodU th6 Mitrewood � � rBCeh�ef & 'd8S8 � finish. The finest prepa Mtlen process and technologically advanced materials insure the longest lasting finish in the industry. Our finish meets the AAMA 6.05 speclrcati.on .` which includes a 3000 hour salt spray test. The secret to the best finish is the quality of the prepara- tion prior to coating. AAUs in-house facility includes an r, automated cleaningand pretreatment process for consis- ,a tent quality The high pressure cleaning system t�,�.; •,, insures a chemical and mechanical impingement of all c rf su aces.The state of theart a powder applk:ataon booth insures consistent coating thickneeo for long term protection. Vandal :� ". is r l• ..,.'m.:-...,..-. ..;n+p„ 'r•' Varidafresistant'lighting Is no longer limited to.a palette of ugly fixtures.,The lire I$de31 n wi h i I>/l ed'. aesthetics and t i�,;;i:�'}r r Jtk • xw ;I (� " } vandal resistance on an equal footing, The cast aluminum housing will nol crack like a die casting when struck by an object,The integral reinforcing web keeps the housing rigid and resis- font to damage OTHERS' CASTINGS AAL CASTINGS A Brittle die castings A High strength 356 alloy won't break A Cosmetic covers ♦ Unitized structure • 5 SIP030-2002 08:10pm Fram-ELECTRICAL WHOLESALER INSIDE SALES' +860 us 4d40 T-077 P.007/OIT F-614 Many opttans'are'available to':increase-the ftr onaflty of the Mitre,series. ARTICULATING ARM i 4 04 , The articulating Arm is available for the M2. It aliows u5g a Vau d spec .Ttte rigged cast nmum arm is adjustment of plus or minus 20°for fixture,irninp.Aiming fugy gaSt eted and Is available for wail or pole mounting. the fixture can provide control of tight wespass of upligttt- XA ARM FOR THE M2 The extended arrn 1s available for the M2 fixture. Wall or pole mounted versions add to the versatility of the design. The cast arm fits to a four irch diameter pole and comes with a compli- mentary cast pore cap. The angled strap is brushed aluminum. . j1 � SoP40-2002 08:1Ipm Fr=-ELECTRICAL ifN USALER INSIDE SALES` 4800 US 4UG T-OTT P-COM17 F.-814 Vandal Resistant Lens An optional impact resistant kins for the M2 of i plexiplwO DFIC acrylic helps protect from vandalism. The CPO acrylic lens will remain opticaily clear, as it IS unaffected by UV radiatlon From the sun or metal halide temps.A"UV resistant" polycarbonate lens will ! become brittle and turn yellow from UV racliation which also destroys the optical efficiency of the Fixture. The lens is Fully sealed to j•1. ,, ,T- ;,, •�., the Fixture with —M -we Plmplas a silicone gas- 11 ORnpic. — ket and a cast �a5 aluminum Frame. T�""�"►� u..o, r.r`wu.,,fn,r.Mn+n,4'w.n.,-w d,pm,wllln.Po :` t k•':r :,6 _�-',:� --c -. The Mitre has a full range of emergency and egre8s lighting options. Three emergency lighting options are available with the Mt and M2. RST-The Instant restrike ballast uses a standard 150 watt(or less) high pressure sodium lamp that will " reignite the lamp Immediately after power I; restored, 1 2. ORS-Tne quartz restrike option-uses an electronic controller to energize a quartz lamp, providing illumi- nation until the HID lamp is started or restored to full Vp ; brightness. �t 3. QL-An auxiliary quartz lamp that is wired to a Separate emergency power circuit. The M3 Wall Sconce can be fitted with a lack up power supply that will power the fluorescent lamp to sixty percent of the lumen output for up ninety minutes; E,r 7: Sopd0-2002 03:12pm Prom-ELECTRICAL.:WICLESALER INVIN S&ES` 4880 64i;4ifd8: T-OTT> P.OQ IOtT :F-B#4 ` Lighting Performance AAL'S OPTICAL SYSTEMS OFFER.: JM unilorm illuf r thaiiurl for a tie1 Tye of sEcurity - i UVide pole SpaCrQ Tor tower inzaliation costs Jk Gletre control br be iter rTight vision & Energy effidency for tower operating costs : * SeWed optics for lasting pertormancTr i ` r � AAL rettectim;are dwsified as IES,tull Cutoff type witim ..�' offer reducaC7 Mari'arld Mellen Iiyt 161lg::perfUffmice. Tl lb rtolactw i mcluia uses dea tarts'&spur.+txr Aizal: Pt leW 101 elli(Adi icy&I lu unilorrnity. Reflector Types N M3. M 4 ' :,�: TYPr 5 TYP(r'�.Tr(E M• FOAM 10� I :pI1�Y ,.ram T7J E 1's�GutiRE', .: TIP fnr i A'1.&0 7r0,,:400 WATTS HICf'° • J. i,-.76`jsD 775 WATTS HID i.s2 8 42 WATT PL,HEX POLE MO I r;.. •, :4 W lJr�r ;, PQ &.?VAMOUNT �� sk >k WA11 Mo nrr-M3 L 1: ,V• A WALL(MOUNT ,'A' 'DOWN QRIENTATION` 'j'.EOL:LARL?':�•M4 STREETS, ` . p' SITE LIGHTINQ PARKING ARC BVIl:PING FACEAD `+INTERIC7F u`. BU!LQ1_I Ca FACADES r:. I ,�c S 1;T`$0ARES +::' • '•�'•. Y�EMFRQF-NCY • - i ?' I n .IR,P �nl,-�+�� •'N, ,;�i�Ei�� AREAS tCILJ • , ., , ''his;:'i, '.54. .. .. ,. , 'y t'+ ,' .. 8 I Sep-30-2002 03:13pm From-ELECTRICAL WHOLESALER INSIDE SALES' +350 5U 450 T-07T P-010AIT F-314 M2 Medium Scale Pole .Mount. (70 to 175 watt) 16.75 hi 42S nun A& REFLEC-fQR TeFES [M If TIYE7 WC NUAnE IYMF 5 POLE Wb3H'!:jQ PvUNDS.•EPA, .9U;tP:t METAL HALIDE HPS REFLaMA 70 100 150 176 70 100• 150 M2P-H2 TYPE 2 + • 205`m _ 520 mI�— M2P-H3 _TYPE 3 • • • • • • • M2P-H4 TYPE 4 • M2P-H6 TYPE 5 - OPTIONS FOR Mgr PV CA4S T PIVOT JOIN I rU8 A 4•HOUND YULC VRL VANDAL RESISTANT LENS RST INSTANT RESTART Hk"Azi1 14 h A 3TANUAAo I bu VYATr HPS LAMP(t,156) OL SOCKET FOR A T-4 MIIVI-CAAU HAI UGEN LAMP HELL)WIRED rO A 3E-'PAFWI k ELECTRICAL aRCulT QHS RESTRIKE GUNTROLLEEr+tvv0 SOCKET FOR A T•-4 IAIN• ANO HALWW4 LAMF- iEXTENDED ARM VVEIGHT 32POUNDS:EPA:.90:1P.•64 3O u i METAL HALIDE HP6 760111„ RBFLI CTOR 70 100 t50 175 70 100 150 M2PXA-H2 TYPE « • M2PXA-H3 TYPE 3 • • • • - • • M2PXA-H4 TYPE 4 • • • M2PXA•H5 TYPE 5 �` .. • • y'tU uEn� OPTAONS FOP M2;XA VRL VANDAL RESISTANT LENS AST INS rANT RESTART BN..t-A`Y1'POR A STANDARD i5o wArr HPS LAMPP65) OL SOCKET FOR A TA MINI-CANU HALOGEN LAMP FICLO WIRED,rO A SEPA WE ELECTRICAL CIRCUIT. QA3 RESTAW*UUNTROLLIJ4 rND SUOKEf FOR 1-4 MINI•UANU NA LOL-GN LAMP ORDERING EXAMPLES WrURE LAMP VOLTA4GG POLE OPTION$ y COWA M2PXA-H2 1,XWH 277 PR4.4M2 VRL BLK M2PXA-H3 1,50HPS 120 PR4-4RIS RST DGN M2P-H3 1YJMH _ 277 - PR4-4R12 VVHT - M2P-H2 70ml i 277 PR4-4R14 MSL STANDARD COLORS; WHT-Wh1e; BLK-316Ct; DGN-Dark Graan;MSL-Matte Sever; DSZ-ChArk Brorl2E;LGY-Light(3rlly;vGA-•Verne Green;AM-Antigw Green. 12 Sep-10-2002 03:13pm Frca-ELECTRICAL WHOLESALER INSIDE SALES' t880 US 4U9 T-QTT P.011/1011T F-814- r The fixture housing sha0 be one place cast 356 aluminum with a minimum wall thioWsese of .188".The housing shalt have cast in place ^� threaded inserts for mounting the electrical F t components.The door f we shall be cast of 356 aluminum.The door frame shall be attached to the housing with two stainless steel i hinges and be opened by loosening two captive ifasteners.The door frame shalt seal to the housing with a molded memory retentive i silicone gasket. The lens shall be clear tempered glass that It sealed to the cast aluminum door frame with a silicone gasket and held in place with eight olips around the perimeter, The optical assembly"I consist of a housing module with die formed,specular Alzakdb i reflector panels.The reflector module shall be i removable for aesy access to the ballast.The reflector system(s)shall be tested by an independent testing i;aboratary and classified as a IES fun cutoff optics. ELECTRICAL The sockets are medium base,pulse rated porcelain for E-17 lamps.All electrical components shall be U.L.recognized.Fixtures shalt have the ballast assembly installed,wired and tested before shipment, FiNiSH Fixture finish shall oonsist of a five stage pre- treatment regimen with a polymer primer sealer oven dry off and top coated with a thermoset super TGIC polyester powder coat finish.The finish shall meet the AAMA 6W.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance. CERTIFICATION Fixtures shall be listed with ETL for outdoor, wet location use, UL1572. WARRANTY Fixture snall be warranted for three years, Ballast components shall carry the ballast manufacturers limited warranty. OPTIONS PN-The articulating arm shall allow for twenty degrees of adjustment from the horizontai posi- tion.The arm shall be cast 356 aluminum with an internal wireway and fully sealed with silicone gaskets.The arm shall be contoured to fit a four Inch diameter pole. VRL-The vandal resistant lens shall be mold- ed,one piece DRO acrylic,sealed to a cast aluminum frame with a silicone gaskbt. OL-The quartz socket shall be porcelain with a T 4 mini-can screw base.The socket shall be mounted to the reflector housing. Lamp by others, 100 watt maximum.The socket shall bn field wired to a separate electrical circuit. CAS--The restrike controller shall energize the quartz socket until the HID lamp illuminates. to full brightness.The quartz socket shall be a porcelain with a T-4 mini-can screw base,The socket shall be mounted to the neflector.hous- irg, Larnp by othwo, 100 watt maximum.The socket shall be prewired to the restrike con •trglier RST-The instant restrike ballast shall Immedi- ately restart the lamp after loss of power.For Hf'S lamps only, 15d vr8ti or Mess: 4 � �a .. ,dri..-� � ,Ct;� f F s.�,�?.� T s.�ae'W�u�.3�„�ttd��:�^4.!•t'x�rr¢i:c'4i �i^r�^rr Y- Sop-90-2002 03:14Pm From-ELECTRML WHOLESALER INSIDE.SALES' 4180 50 45I 74 H AN c ►, M4 Bollard -- BOLLARD rp. 5e iu M4.32 SINGLE HEEAD FOR USE*TH A 32 WATT PL H!"X AMR 1320 mi t •- 104.42 SINGLE HEAD FOR USE WITH A 42.WATTPLHO(LAMP M4T 32. TWIN HEAPS FOR USE WtTH;A 32,WATT PIL HD t;AA M4T-42 TWIN HEADS FOR USE WITH A 42 WATT'.PL HE CAMP . SPECIFY.120 OR.77 VOLT �- SIANDARLI COL ORS:WH'r-•WNW: BLK-EAM*;OCN- ark GAW;M& ktita SitvQr: I I DBZ-CGtK Bronz-a; LGY-Light Gray;vGA-Vorde Grw,ATG-Antique Green. :a0,an 320 t1 ir REFLECTOR DESIGN � �� 'rne M4 reflector is designed to illumirrale pathways and pedestrian areas with its wide distribution,The ., reflector is matched to a high elfi- cienc)4 triple PL lamp,tnat is avaik~tble in threa color temperatures. M4 hyin1 zu5 rtan PHOTOMETRY .. .-- 600tnnt DISTANCE 1N FEET Snuwn On trio drawing to the 5 10 right are the tootcandle values for ALL 15 at M4 bollard with a 42 watt (5200 r lumen)Arrmp. Tttt3.32 watt(MO iumen)lamp can be substituted by multiplying the footcandle(fc)val- �.,,I,�,t Liss by.75 Ali testing is performed by a certi- fied independent Laboratory. Complete pl•lotometry is available on an IES formattea alsk for use in ..��TM4T a o9r)LinQ layout software program. eu,tun. 1$ •i rr r f rMIA r i .ti' ': �f `� 1- �C1h1J' n�M'tr.' �sTl�. Ya•11 � � � .��: (y r;�xr�'gii tA�t L12a rr '� � tcylt �t t' 1�� .„/s„��j` - ��.��� _•x'� rt_y• + 4 t ` ; ^-r f 1' 4�- r* tr tY`'��,"1F�r�. •.w�. 3"i} c 4 ' ,,yy L' I ^ •r f•r• -+. a�' .� 1 1. .�Y,t lr �f_J�4•.7l�F�i.H 11 ' r4.�ry;�t};.��'l:t i .♦ y r tAf•�1y !•�Y•+��� r 1-4 -: =Cr•I�C{Kra» -1�� - .H ?5 �.�1��'�,�rr���'���xa�i i1!4r� '. ,:�.:a. ✓. s ' !,i hry1 , 'i� .� I,�O i Y�:' 4�1.." _L o � .'S I•• �a ..f A I IYG 1, loo M v'F;7 H R ST1;R T s i J PC 7 ( ,1' r CTM r ���..'t� I 1; p 3r`a"a � :_ tt� y i .w - ti t7 h r•.R $p�'CLUN, , Y�I f•� 1 ,: �rA L.l:il: T44441����•- ��.. ,...•" \ "-.Y � "1 .. '11 4. \�: 'h k�.�r S � ,f 11 Xt {, �+� 1.• yr; +� ,- �1 r {� •:', z c>:t�•�'r"{• �y w,, � S�pe30-2002 03:Itpm FroviLEMICAL WHOLESALER INSIDE SALES +860 5411450 T-077 ° P.014/01T. 'F-814 i i Installation r 77 ils 1 Large Cal@ WWI- Mount Provioed by AAL 2-30-16"stainless steel lie x Mounting notes arr;/8'(13mrn)0iwTmer. Dolts and waftS 1-silicone gasket between the cast wall plate and fixture. —205 mm 5.5 in t 140 MIT[ _ IU.S 270 mn1 330 rilm i M2WU Medium Scale Wall Mount, Up Light M2WD Medium Scale Wail Mount, Down Light Proviged by AAL: 2-3/8"-16'stainless steel nex Mountii,y doles are 3/8'(?3inm)diametar. Dolts and washers. 1 -silicone gasket geGreen thi: 5.0 n cast wa►l plate and f ixtura 125 mm 3.5 in 9U"0 5.75 in 7.25 in 146 mrn 1 H6 rnm 20 SW30-2002 03:18Pm FrorELECTR[CAL.N61CL6 SALE R INSIDE SALES 4860 548 4544 T-077' P.015/017 F-814 n, illation Details 1 rND CA Medium:scale Walt, tV, Dowin Light, Expended U in)38 mm T Mminlin0 holes are 318"(13mm)diampiRr 23.©in Provided by AAL; 5R5 mm 313"-16' stainless steps hex j knits and washers. i 26.0 in 1-silfcone gasket between the Gf 0 mm i arm and fha fixture. j l i 3.0 inr16 mm 40in 1 mm 1J2 M4 Bollard Gin Isa mm 8 in ri in 205 mm 1,90 mot 9 in 2311 mm _I Provided by AAL; , 4-3/8'x 10"galvanized anchor holes r with threaded sleeves, * r, 4-3//8-16 stainless steel atlachmem bolls and washers. 1 -IPMplatP for sr:ltiq anahor bolls. . 21 _ Sip-30-2002 03:I9pm Frem-ELECTRICAL WHOLESALER INSIDE SALES' +860 548 4540 T-OZT P.016/017 F414 Pole Information 4" ROUND Catalog Numbersr�..lA%.Q,<<„ � BASH POLE-IMALL MH 70M 8QM 04 90/117 10QP139 PR4 4R8-125 6'12.41A_ 14.3 12.0 9.6 7.4 PR4 4R10-125 IV3.1m 11.8 8,8 6.5 5.2 PR4 4R12-129 1273.7m 9.13 8.2 8.B 5.0 PR4 4R74-125 14'14.3m 7.9 6.6 5.2 3.9 PR4 4R15-125 18'14.9M 6.4 5.3 4.1 3.0 0A1'1 PR4 4R10-225 10'/3.1M 22 2 18.5 15.0 12.0 PR4 4R12-226 12'13.7m 18.2 15.4 12.7 9.9 _ PR4 4R14-226 14'14.3m 14.7 12.4 10.2 8.0 PR4 4A16.226 16'/4.9ro, T 12.5 I0.4 8.3 E.3 BCJ1 I CIRCLE. 77180-twim BABE DIAMETER:9"/230nma I 5" ROUND Catalog Numbers „",,, '7 _,. .,1141N -- I 0A59 P9L&WALL CAH nm W/104 901117 100/130 PR5 5R10-188 10'13 1M 26.0 _20,8 16.0 12.6 _ I P85 5R12-188 1273.7m 22.4_17.2 13.2 10.5 PR5 5R14-188 1474.3-A 18.2 13.5 10.5 8.2 - PR6 5R16-188 18'/4.9m - -, 14.5 11.0 6.5 6.6 PR5 5R18-188 18'/5.6m 12.0 9.0 6.8 8.2 _- OAti PR5 61920-188 20'/6.1m 9.8 7.tI 5.5 4.0� PR5 5R12.250 1273.7m 27.6 -32.7 18.8 15.5 PR5 5R14.250 14'/4.13m 24.5 20.4 16.7 13.7 PR5 5R16.250 167A.9M 21.8 1810 14.8 11.5 N PR5 5R18-250 18'!5.5m �- 113.9 15.5 12.2 9.7 _PR5 5R20-260 20'16.11-A 16.4 13,5 10.9 8.2 00f I CIRCL.E; 10'Y265mm BASE DIAMETER: 15'732Chim Cun$wfl rile Pv/e section of your AAL CaLa/og lur a cot opiere range of decorative,Holes and accessories_ i L I 22 ,SIF-30-2002 08:19ps Fran-ELECTRICAL WHOLESALER INSIDE SALES' +860 548 4MI T-077 P.017l017 F-814 Fihotometry G %0I.1?#t0N rAGTr1R The values below are In Initial footcenciles. 01sr )uni LAMP TYPE LUMENS MI MQ 7o MH, F,AR EA? 8200 33 values to account for light losses due to voltage, tem- 100 MH,Ca-FAR E-17 8300 .53 p9rature and atmospheric variationr;which affect light 175 MH,C•LEAR E•iTIM!;62a) 14000 .48 8n ouiput, 250 MH.CLEAR ST-28 21ma •71 m r ruNfFn i Amr• To substitute another lamp in the isocandle charts 400 M6(,CLEAR 8T37 40000 1.3E1 nM r 11Q,In,n LAW below, multiply the chart values by the lamp conversion 70 HP&WAR MT 37 6400 ,40 factor 011 the right.,Moi rating halgrIt is to t11A lamp nPn- 100 HPB.CLEAR E-17 9500 ,sn ter. 150 HPUS,CLEAR E-17iM1•E281 tA0n0 .55 100 All le9lirlrq performed by o cedi{ied inde0endent Ab- 230 HP5,CLEAR ED•I8 28000 1.00 _ oratory, Photometry Is available in IES formatted GIFs on 400 HPS,CLEAR Efl-I!1 K1n00 1.72 3:5" disks. Call your local AAL representative for a cony. Mi H3 250HPS ED-18 M2 H2 150HPS E-17 16'MOIMITINI]nkR1111 14 AIBI INTiNR I+14R47 nw.mnin Rr)I iAnC C9Uu r (IN E Alm)5011ANk kt)IIAt A rlNl-mm-INTINr, tw mruipai r,Ilrtnttt i T� 1 14' in 12, 14' 1n' 18' W &.55 5.00 3.95 3.20LU - 2 rig 2.r10 1.AA 1 24 _ r1 AC .5 M .1 An .1(10 1'.11 1.no If) A4 w 2 72 2 M 1 A.1 1.20 j Pie An .40 39 - � I.1A 1.00 .77 .80 .26 2n iR .i3 n 4R 1n lq aC1 �•L. •27 2n 15 •17 M1 H4 250HPS ED-18 M2 H3 150HPS E-17 16'u rn I 14t 14'un ltNq ,n n4P fMin ROIuenF Ff)lIAI4 nNNt rnin r�nenr not,., nlir Mni wwr.HrrH nr e -� Ain,InlTWn pF�r.rrt 7 ,4' 16' 19' 20' 11L ( 12' 14' tR' 117' l w R.15n S 00 3 q5 1,20 - y G.90 rJ nn �+86 300 to 2.f?7 7 rn 1.FA 1 2A ¢ 2,72 2 On 1.94 1 2n r _ r rq 'n 1,.6 'Ion 17 An i I,A1 1 nn .7!1 r,n RA 3n .in ,nn 29 .20 ,t rJ 11 1 I. 9 M1 H5 250HPS ED-18 M2 H5 150HPS E-17 16'btnl)NTIN6 Hall tT 14'wouNTINo HEIGHTONE nnin ,,A' 18' 18' 20' nNR Mr a+.rNtNGnnG n�IT^ Q R.15.R 00 3.137 IN.70 a I w 2. 200 i tF-A ' `aa° 1.31 3t f.nQ-:7A fr1 t2' 14' 16' t8' _ n W 211 2n .15 .t t 2 n11 1.1� I.2n H rn 1.36 I'M1 77 BS 3C .39 .30 - _ 27 211 .f5 4 5 F 1 2 3 5 A 23 t0wM a Tio Wn o le Siotd% VZrtd4at A 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 ��OsoR'CO TELEPHONE(860) 644-2511 October 11, 2002 Mr. Jerry Puiia 19 John Fitch Blvd. South Windsor, CT 06074 DID Re: Preconstruction Meeting—App102-)�P Between Rounds Dear Mr. Puiia IN ATTENDANCE Errol Graham Yankee Gas (860)292-2258 Jeff Folger TOSW (860) 644-2511 x229 Donna Butler The Butler Group (860) 684-4584 Tom Butler The Butler Group (860) 684-4584 Bernie Drabek TOSW (860) 644-2511 x241 Bob Deptula TOSW (860) 644-2511 x248 Jeff Doolittle TOSW (860) 644-2511 x245 Michele Lipe TOSW (860) 644-2511 x252 The following is a brief summary of points discussed during the meeting: Erosion and Sedimentation Control 1. All erosion and sedimentation control measures are to be in place prior to earth moving operations in each area and maintained/cleaned out during construction. Call Jeffrey Folger, Zoning/Wetlands Enforcement Officer for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction. 2. All topsoil stockpile areas to be protected(ringed with haybales or equal). 3. During construction of the road/driveway a crushed stone tracking pad is to be installed and maintained to minimize tracking of dirt/gravel on to John Fitch Blvd. Calcium chloride or water is to be used for dust control as required. Public Works 1. Three complete sets of approved/revised plans to be provided to Town prior to start of construction. They will be stamped by the Planning Department along with plans developer needs. Only approved plans are to be used on the job site. 2. The Engineering Department is to be notified forty-eight (48) hours prior to the start of major construction work with inspections and testing per Developers Checklist (requested, required) for the following: A. After site is staked out b. All drainage work c. Preparation of subgrade, compaction tests as per Developer's checklist d. Preparation of subbase, six (6) inch lifts e. Placement of bituminous concrete, two (2) inch layers maximum f. Demolition, construction of the septic system 3. Certification of gravel used as subbase and processed stone for base will be required from an approved testing company. 4. Two (2) weeks' notice must be given prior to placing the finish pavement course. This is to allow for inspection and correction measures (if necessary) of the infrastructure, prior to final pavement. 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 as-built checklist. 7. All pipe and structures to be backfilled with free draining material, compacted in maximum one foot lifts with approved compaction equipment or approved equal if deep trench is encountered. Any pipe or structure work requires inspection prior to backfilling. 8. Any problems and/or questions regarding construction of this project will be directed to Tom Butler in the field at phone#(860) 625-5225. 9. Job meetings will be held as needed, and can be called by the developer or Town. 10. Forty-eight-(48)hours' notice needed for certificate of occupancy inspection. 11. Any proposed changes are to be presented to the Engineering or Planning Department prior to implementation on change order form in quadruplicate with 4 copies of the drawing. Town will attempt to turn around within 24 hours. 12. Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 13. DOT permit needed for all work within state road. Copy must be given to the Engineering Department. 14. No paving after October 15 or before April 15 without written approval from Director of Public Works. 15. The existing septic system components including septic tanks leaching chambers and piping and other such material shall be removed from the site by a licensed septic contractor and disposed off-site at an appropriate location. Planning Department 1. Landscaping is to be installed in accordance with the approved landscaping plan. If there are changes required, contact the Planning Dept. Additional landscaping installed on one part of a site will not preclude planting all of the remaining items shown on the landscaping plan. 2. Landscaping and lighting final plan must be finalized and submitted. 3. Landscaping bond must posted 4. Mylar must be filed prior to issuance of the building permit. SNET/NU 1. Contact utilities for coordination of utilities connection. Fire Marshal 1. Blasting(if required)to be coordinated with the Fire Marshal. Police Services 1. Emergency phone numbers for the duration of the construction must be provided to Police Services on a company letterhead. If the developer occupies or owns the building after construction emergency numbers must be provided to Police Services. 2. All buildings located on property that abuts a public highway must be numbered and visible from the street. All numbering shall comply with Town Ordinance 6-800 through 6-802. Barns, garages, and outbuildings, which are located on the same premises as a numbered structure, are excluded. 3. Erect temporary sign on the site during construction identifying the project. 4. If an alarm is to be installed contact Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Sincerely, Michele R. Lipe, AICP Assistant Director of Planning MRL/kah cc: Karl Reichle, Public Works Mel Stead, Public Works John R. Collins, Chief Building Official Fred Shaw, Superintendent of Pollution Control BOND TRANSMITTAL DATE: APPLICANT NAME 0 ( / ADDRESS Iq Jl)�� 1✓GI vl PROJECT LOCATION/ADDRESS )� �b�1n '� �Ivrn LOT SU]NBZV-1-910N P&Z OR IWA/CC APPLICATION NUMBER O - 0 i l�1 �0✓hf{ s AMOUNT OF BOND T! QQ O J CHECK d13 DEPARTMENT SUBMITTED BY NAME DATE RECEIVED BY FINANCE U2/o L NAME DATE SUB ACCOUNT NUMBER S 6L 0 a-7 HAPlanning Department\PZC Secretary\(orms\BOND TRANSMITTAL OS-27.Ol.doc 7 0 .1 3 6 �. b b.l 1 1-0 to .25 b 7 1.3 14 1.2 1.4 1.2 b.7 EXISTING HL L .r 4rLINE OE -9 1. 4 92.3 1.6 2 7. fiL.0 EXISTING LDING S � ENCE ENCLOSURE {V A E REMOVED 1.1 1.2 .9 1. .1 IL6 14.1 1 It b 1 '1W 4 v 6 NSPOUT 1 q17 �.i 0.6 1XISTING HL 9' D' 3D 3 :3 8 4i 1 1.0 1 .9 .0 .9 1 L 30 $' 16 1. 10.3 1&7 1 2 9 1 O L 9'x13' TYP. 2 EXISTING HL 1 %.7 7 D .1 1 .4 .9 3 6 0 ON S � 1 C .9 3 b 3, b.1 D V/ 3D 9'xl TYP. �J .3 .0 .0 1 I.0 OWNS 2 4 1 9 ID E � b.6 1 14.1'. 14.0 1.6 �1 & .3 7 b. $2 $0 1 1 9'xl8' 3 L .4 b.6 a b 1 1.3 �.4 1 3 b.2 b b.6 S.2 19 kI .8 PY ON SI N 3 1.51.5 1.6 b-I 4 1. '4-1 3 .s .4 b. 7 bb b.7 11.8 6 b.2 b.1 .0 a .0 9 .5 1 � 1 b b 2 b.l 5.0 b.0 3 3 1 1 EXIST EVERGREEN &0 Wo B.0 b.0 b.0 b.0 %.0 b.o b.0 b.0 b.0 b.1 1 .1 1 'b.1 E M Lumimire Schedule Project, Project-1 Symbol Oty Label ArrarKWnent Lumens LLF Description 2 W2 SINGLE 14000 0.720 AAL 1/2PH2-17 w �-Q 2 SA2 BACK-BACK 14000 0.720 AAL k2PH2-mm DOUBLE 14' MTG HT -AD 2 W4 SINGLE 114000 10.720 1 AAL kM14-175W -Q 12 1 B4 I SINGLE 13200 10.720 1 AAL W-42 B13LLARD Numeric Sbwmar Project: All Projects Label C*tcType I Units I AY Max min Avg/Min I Max/Min GRID I Illuminance I Fc 11-61 112.7 10.0 10.00 0-00 yr 0 1 3 �- �. Z11 1,�I - 1 Wo Wo 25 R 2 W7 1.3 14 12 1.4 12 %.7 EXISTING HL L .r ILINE OF 9 �. .4 92.3 1.6 2 7. D� EXISTING LDING S ENCE ENCLOSURE E REMOVED . 1.1 1.2 04�, .9 1. 1 �3 6 14.1 1 1 K W4 y g NSPOUT J,7 �.1 O.O �- 8, IXISTING HL 9 8' 30 5 93.8 45 1 To 1 Q' .9 -9 .1 a 3D 10.5 %.7 1 9 1 0 9'xlB' TYP. 2 5 �2 EXISTING HL .9 3 0 8 ' # 3 W9 3 h EXISTP4IL c� -9 3 ° %L3 %-1 D u { 30 9'xt TYP. 5 0 0 1 UU VNS 4 �• 9 be � n °4.1 °4.0 1.6 IW7. .3 7 %.2 9'x18' 3 L .4 t-6 �1 Vo e % 1 1.3 $.4 1 5 %2 %. W6 %.2 19 kl Is .2 + PY ON S1 N 3 1.5 1.5 1.5 1.6 WI 4 1 °4.1 3 .5 4 %. 7 6 %.7 1.8 6 %2 %.1 %. .0 .0 9 .5 j 1 E % Wa Wo �. 1 5 i C VERERL4CEN 1 -o %.o Wo 5-0 Wo h 1.0 %o Wo &o Wo 5.1 1 1 1 �1 M Luminaire Schedule Project. Project-1 Symbol Oty Label Arrangement Lumens LLF Description 2 W2 SINGLE 14000 0.720 AAL M2PH2-175MH -� 2 SA2 BACK-BACK 14000 0.720 AAL k2PH2-175MH DOUBLE 14' MTG HT 2 W4 SINGLE 14000 0.720 AAL k2PH4-175MH -0 2 B4 I SINGLE 13200 10.720 1 AAL M4-42 BOLLARD Numeric Swmr Pro t• Att Projects Label I CalcT Units Av I Max I Min Avg/Min Max/Min GRID I I Illuminance lFc 11.61 112.7 1 0.0 0.00 0-00 TOWN OF SOUTH WINDSOR } STAFF SITE CHANGE 4. FOR SITE & SUBDIVISION GENERAL: ! CHANGE ORDER 'CONTACT PERSON Phone No. Address r v Site Name P&Z No. Owner Phone No. Contractor u-tle Signature of Owner Date: Signature of Design Engr. Date:' x`-,i a CHANGE: (Describe location and nature o -eM n Include Four (4 ) copies of plan/profile of Change. ) Y + Uv► Reason for Change: (Why is change required) s . APPROVALS: r2(As Required)—* t. Dir. Of Planning Date Town Engineer Date: ' Dir.- of Public W rks Date: Other: Date: 'STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod — Engineering Department 003„12:26 8606847984 THE BUTLER GROUP, IN PAGE 01 •111111 1111•t•1•II .,,, ,;, .ii'{•n1i11•ill•li•'Ir/•1 •r••...111 /•/1 - .+ _ 1 •41.�II/Y/•.•1!1111•1•1 • 1.•f•• •1�1` ,p• .'161./11111/t 11111.1 t• •1/' - 1 1 1/.•1 1 I/1 1 illi'l/• i'1/�• •.�' ,,R"i l,: �Q• �•Y'` � 1 11.11'/':111'1 1" ••11 1 ;/�1.1 I 1 1•.!1 1 1 1•1 1 ..,1/ Y. •1.,/1.11lI � 11'1'•1 1,•'111111l1 1 .•1 /1•. 1.1.•••I 1 .1 {• .1• 1'{'.11'1'.• . .'.'•hl 1./1 1 1 !1 1, , �11•I1111•!'.1 „ ` ' 111 ••1•Il.•/1. 11 1 - -. .'{'111 111'1'1'It'.•:! ..•.,1 1 f 1 1'1'll 1••1•.1,' 1 1 1 1 1 I 1. , ,, 1,` ` 1•1 1 1•/1 1 l'... 1 1 1'' '1 1'•'!•..• ' .1 'l,.,l'1�!':1. li.'1'�. 1 ♦1 1• 4 I I,Ililrl•1 "`11 •11.11. .I .I.11 'l ,1 •" 1 11 � l 1 1.I l•1 1.11'••'1'1 1.1 1'1• I •1 I.. 1':.{•I i 1•1• •1•I l l l l.t{. 1.1•1.'I'!•,1 1 1 1 1� 1 1 ,,, '•I I•-1 1 1 1 7 1 1 1'111'1,1 1!1 r� ' '!I.1 1• '• •ti 1 .1• 1,11/,1 el .'1'I':•11.1'1'1'1'1 111�,'1 1'•11•'1' ,' r h •1• {� 11'1 •'1'• TTTT '1 ' ,,1','1.,1 1•. .1':,11.. ..1• . 'l 1 1'I •'•''1•''1.1 ',1 1,..,•N,' /�1`y. .,�,,� .'.'.'.',' .'1'. I!1:1. f•'}, 1 `ti;'1:`';/.` .'' 4!, 1., i ri �..}'�•� '�QQ'.NQ'C','.','.','1',' tip•{ tV0{lT/�0��`�� HANDICAPS ~7''1t•�1.!'' v � •' QY G}; f/ (SEE DETAIL) �l,/`;II.�,Ir•i,rt,•�.�,i'i"R�I k+/'�' 1 .. �i�. �� "�,r L',,.r/�,4.�i•1• ••,,•}'... .. ... ..........�,'�', •,'•.'.•. •.y(�e •'•'•� '.. + 14 MATCH EXIST, q x ';•',. RIGHT TURN PAVEMENT ' ONLY ��+ o� •'.. DO NOT �, � ENTER `,'' ''' MATCH E)OST. PAVEMENT P \Oe IV Cea- A-,.t) �' o f tOrff � Ci(ciw t,cep Igo Wc• Q UJc- :T-+2-e o-f- )e A:ro-e UL-1>Ef- TOWN OF SOUTH WINDSO1t STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON John Heagla Phone No. (860) 659-0587 Address 81 Rankin Road, Glastonbury, M 06033 Site Name Batwoen IDunds. P&Z No. c� Owner Matson & Hassle for Jerry Puiia Phone No. (860) 659-0587 Contractor Butler G Signature of Owner Date: 5 /61 Signature of Desig n Date: �-L - lc', G3 CHANGE: (Describe location atut of change. Include Four (4 ) copies of plan/profile of Change. ) Singla row high capagity infiltrators at stre.t line - John hitch Boulevard Relocate 18.75 L8 at\north and of infiltrators to south end Reason for Change: (Why is change required) Change is required to maintain necessary separating distances to redesign sanitary reserve area. APPROVALS (As Requ'red) sr. Of ,Planning Date: aO Town Engineer v Date: 9)/ y4 3 Dir. of Public Worla Date: Other: Date; STAFF COMMENTS: �ra �"D L1n GY Gt:. G t White Town Engineer Yellow Applicant Pink —Director of Planning Goldenrod- Engineering Department Oo2 -vlf� S0W N SE4 00 C O au s A'T 4 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 SOR•c0 AREA CODE 860/644-2511 RECEIVED April 6, 2004 Hearthstone Homes, LLC APR 6 2004 47 Peppermill Road SOUTH WINDSOR PLANNING DEPT, South Glastonbury, CT 06073 RE: Temporary Certificate of Occupancy—Building Permit No. 30458, This letter represents approval by the South Windsor Building Department on,your request for a temporary certificate of occupancy,dated April 6,2004. The following conditions apply: 1) Per Boca National Building Code, '96,Section 118.2, a temporary certificate shall be issued before completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely prior to.full completion of the structure without endangering life or public welfare. a) those portions.considered covered by this certificate are the production and office areas and exclude the use of the retail/assembly area. 2) Occupancy permitted to continue during the work shall be discontinued within 30 days after completion of the work unless a certificate of occupancy is issued by the code official. 3) Satisfactory completion of items listed and submitted to the general contractor from the Building, Engineering and Zoning Departments,including but not limited to signage,roof topp guards,wheel stops or bollards and.revised-site plans. Please call me with any questions regarding this notice at 860-644-2511 ext. 232. Sin rely, Christophe J. Dougan Chief Building Official CJD/saw Cc: Marcia Banach Director of Planning Jeff Doolittle,Town Engineer Jerry Puiia, Owner,Between Rounds 07 04 - 02: 11p ' Interstate F & L LLC. z 860-832-8469 p. 1 U4/U'!/ZUU4 WISD JU:52. FAX 8U0 U44 72OU South Windsor Town Hall 19001/001 M - Post4t•Fax Note 7671 oatr► fg°Ses� __JJ! To FYom Tom-or Somr. W7 - C � co• STAFF SITE CM; PMrts4 # (o -.?S?! FOR SITE & SUBJ]Y ' F87r1' (a -5'�'3' 33• Faxo GENERAL: CHANGE ORDER CONTACT PERSON. M 7A o&1-t,-1 Phone NO. 1_103S77- Y;3 J Addres's Site Name ��fu e (env P&Z No. Owner Phone No. 16 C�- S 7G). illy Contractor Signature of Owner I Date: Signature of Design _ Date: CRINGE: (Describe location and nature of change. Include Four (4) copies 9of, plan/profiler of Change.) Reason for Change: (Why is change required) 0 d -man OVA APPROVALS: (As R uired) 6r. of Planning fJ ! Dates f 0��{' Town Engineer Date: Dir. of Public Works Date: Other: Dates STAFF COMXENTS: v OUT- v (ti White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department Fence & Landscape CT.Lic#571043 �'� � � • tnler�tafie P.O. Box 56 (..(.(',,, Lebanon, CT 06249 Toll free 866-58-FENCE Fax 866.583.3331 ..�... Cep 203.537.8733 Aprilf, 2004 Town Of South Windsor P&Z Landscape schedule change order requests for "Between Rounds" (35)H Hosta locate closer to foundation and in drip line of new trees, same areas t-K)DGA change to Blue Point Chinensis Juniper atl8"-24"tall,Mature=10'H, 5'W - (4) L change to Sand cherry at 36"-48", Mature=8'H,SW Grey ( (J�� B change to assorted mound junipers at 12"A 5" Se� Go1) �D — (12) H change to Burning bush alatus Rudy Hang at 12"A 5" 4 Ij- P4:-t-z err CZv) A change to Yew, hicksi taxes at 15"-18" Cs0 ) D Ca gC� r (40) E Emerald green Euoynmus mix Emerald gold Z Off) S change to Blue chip juniper at 8" _ (15) LC change to Nana Japanese juniper at 8" P i O K 0 change to Rosey glow barberry at 12"-15" (4) N change to aristocrat pear at 1" calip, 8-10, mature 10-15' wide. Flowering Aristocrat pear is better than the Norway maple that will spread to 40' wide at this narrow property fine. The rest of the plant substitutions provide improved year round appeal, and will thrive in the sandy conditions of this location. --------- - -- = We would like to start planting Monday 4112. t am sorry for the gush, we just came on board this project. Please call me with any questions or requests to facilitate,& expedite this process 203.537.8733 `AE `Emil Thomen Prides Corner Farms; Inc. "The right plants..,at the right One (� 122 WATERMAN ROAD '. N LEBANON,CT 06249 en 1 RUE- SOLD TO:-�l'4TLi�ter.)�,�T t5 if,ijt ; tihti T 1`) ` �-< SHIP TO: 1 I" f atilt .:,,a.1JAN1f.,$CnAPF,L.,,,. O Of Di' f / .. ••' , 111 , �. • s i ,.; f.+.s'CAUBA0 1 k3U�;`,PFx ' B:[.iJE ��fv�C.��f�, ,;� (r/q( � j 9 9 PPHOSP01 �i $ r C. optHO ,,., <,SA FFX.3111. Ck- ksOCs.., _. HOSTA ..:. , r ::`1Sti.li3►���,%, ;st_NIPERUS QR1T�tlE %J IS ^ ` v `izr `� (� ..t 'z �f NC10T its+ f , 1 jJE�jSs. C a f13 J'(w$abCh �7t t+ ,: !«ki3l ;�t�?13,�316,�TA m .' 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SHIP TO: Z;{°1'E'i 7STA',t'F I�'!-' ro m .1/19/04 Ys 04/16/04 NUMBERITEM _ m l 91 EINIM@2 TAMP) r_U:3r,?11)AaA 'DMal Ct m TAXU .10 i-a��'C'i�T31�;�►:� � :! �;{(DIA 'HICKE91, 10 � 40 4-0 F,BEG02 GAIETY' h. c) 5 3 5 J2i`??t @ 1, p'j4, jC:f.114BEN3'' ,W A1`IA 6 U ,F:IBICl•Ak!2 t` �ay )..1.�..2?t03 r.j,.,j„I h �,r ZE�lJ_f4A 1,�1'3 ��C�y y�}.�!1 i.11=T�Aa. m 3G�CC o� o 17 IjAtAn7CAT } FABRIC � l Y. m W TZ pt c (itl:rAU may '.F`F 7£C:. i- You :pay 'ray 05 J 19�0 ' ni =AQ= AtnT=• imn Ann>ITinNAL DISCO NT ON NET i ;.: Prides Corner Farms, Inc. T 'The right plants..,at the right time" z� 122 WATERMAN ROAD N LEBANON,OT 06249 (D SOLO MINTS R TIM F BNCTs,'& ;AND,9C APN- LLC SHIPTO: fNTF'r E33TP3r9 k-131� LFIBANOMI CT 0 64" :- US '4PI3ANON CT -4 - N f CD 04/22104 YS •- ' . r -r r t l ?.. .TNi.,��3RD.� �r�- ::FiJ1�xT1��RtJs,� C��f.31+INS .8 %UU., Ct �n 4 4I;I�Rt t :,.'..¢; :} Ut l ° MU :F`C�R` .:'£�1 Z:::.�T" RALFi � C:HTP :. r k U�Y.: JUN3? PRI,TS ;QIJA;�I '1-A 'P�C'M STAR; r <_a RHxPJ0:;-1 ;'' P.HODODEN1 RON X 'P.:.t i' RHax ": i: PRODODENT)RON 1QI?TTRvril :. 3 3 RHXPJ :P 1RH0PQi7ENDRC'iN X 'RJM :r. `1.'8' m O .5 ;: M `�:'YA15 ;..`''.: P`.t RIJI� C�1Ll���R1rAt�t�3 'A��. .�°�f��tt�`�'r IV M tOD (continued Lin, ne,,'-t piage) A ~ 3] ErPLAGES, n`'" Cr )k MAC- TC r P1_FA1z=hinT=. Kin AI'1nrrinmm n1SC01 iNT nN NFT PI MEMORANDUM To: Chris Dougan, Chief Building Official Cc: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B. Doolittle, P.E., Town Engineer Y-12 Date: 4/6/04 RE: 19 John Fitch Boulevard (Between Rounds) The Engineering and Planning divisions have inspected the site and reviewed the as- built plan provided for the Certificate of Occupancy request for Between Rounds located at 19 John Fitch Boulevard. The following items need to be completed as soon as possible in accordance with the approved plans. 1. Signs to be installed. 2. Roof leaders to be tied into underground roof drain pipes. 3. Rip-Rap to be installed in north comer of parking lot 4. Install silt fence around catch basin in north comer of parking lot. The other remaining unfinished items are listed below. These need to be completed before Engineering and Planning can sign off on a Certificate of Occupancy. 5. Final top course of paving 6. All linestriping. 7. Finish grading, loam & seed. 8. Revised as-built needs to be completed after final paving. Show linestriping (parking spaces traffic control arrows, etc) and signs as well as all other site improvements. 9. A certificate of lighting compliance from a lighting engineer must be submitted. Please call me if you have any questions. FROM :BETWEEN ROUNDS VERNON FAX NO. :8608701115 �ct. 06 2004 07:20AM P1 R 71 !1s , is 1. .. � m me ' 4 ._......._.. _�.�I.I. .. -_ _... _ .. ... .....__... _. - .. ..-___. _ ... �, ...__ _.. .—. �• — . ......_. is , 10 N Sf4 C� �� �Sou� G y � w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 October 18, 2004 Mr. Jerry Puiia Between Rounds 19 John Fitch Blvd South Windsor, CT 06074 Dear Mr. Puiia: Re: Appl#02-01P, Between Rounds This is to advise you that the Planning and Zoning Commission approved on October 12, 2004, to release the landscaping bond for the above-referenced project in the amount of$4,000.00. A check is being forwarded to your attention from our Finance Department. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Sincerely, Timothy H&AVentzell, Ch&hn Planning&Zoning Commission THW/kak cc: Town Engineer BOND RELEASE TRANSMITTAL DATE: APPLICANT NAME �i'},��_C ADDRESS 710 In In R+Z PROJECT LOCATION/ADDRESS B,TVK,c t/k P&Z OR IWA/CC APPLICATION NUMBER Or) SUB ACCOUNT NUMBER 5o O O -� o� ORIGINAL BOND AMOUNT `I,O 06 , Please release the bond indicated above as all of the required work has been completed. S10! NAME DATE `*L is q /�//S`a Cz BY CHECK # ISSUED DATE HAPlanning DepartmentWC SecrataryWorms\BOND RELEASE TRANSMITTAL 08-27-01 ADc