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HomeMy WebLinkAboutApplication Between Rounds toW N Sf4 � * F y � 07_/ �J w` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OSoa•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�I�/Ventzeki"Ch&hnan 116 Planning&Zoning Commission THW/kak cc: Town Engineer fjf I i � h,ts ee n I�6-uvls ty vim-, rv� f fI / i ,j I i �I i j i I �I l ,j ;j i x 1 < • � �e Fence & CT.Lic#571043 P.O. Box 56 LL.Cw Lebanon, CT 06249 Toll free 866-58-FENCE Fax 866.583.3331 Cell 203.537.8733 Ak AN Aprifff, 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 'O)L C ( '���*)DGA change to Blue Point Chinensis Juniper atl8"-24"tall,Mature=1OH, 5'W - (4) L change to Sand cherry at 36"-48", Mature=8'H,5W Grey ©G'e (30)PK) B change to assorted mound junipers at 12"-15" sew 9 r-e-e�� V ---(12) H change to Burning bush alatus Rudy Hang at 12"-15" C?10)r;g) A change to Yew, hicksi taxes at 15"-18" Cs U ) D , ease-allow faff-pfarffing � r ('/ / (40) E Emerald green Euoynmus mix Emerald gold Z OtO) S change to Blue chip juniper at 8" (15) LC change to Nana Japanese juniper at 8" l O K 0 change to Rosey glow barberry at 12"-15" (4) N change to aristocrat pear at 1" calip, 8-101, 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 4/12. t am sorry for the rush, we just came on board this project. Please call me with any questions or requests to facilitate,& expedite this process 203.537.8733 Emil Thomen 07 04 - 02: 11p ' Interstate F & L LLC. z 860-832-8469 p. 1 U4/UY/ZUU4 WlSV 1U:51. FAX M U44 7230 SOUth R'1ndsOr ToWn Hall 19001r001 Post-ir Fax Note 7671 Dab y b ► ! To fMn1n Tom "Or SOUTH V j STAFF SITE CIO Phone FOR SITE & SUBDI ' Fe"rl' (v -667y 33. Fax: GENEML: CHANGE ORDER CONTACT PERSON• M 7A Phone No. ��3.5-7� Y:•-,.,_. ._... Addres's Site Name �52tc,.��� Owner Phone No._!? G1. ,2L?. I'll' Contractor Signature of Owner Dates Signature of Design Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Reason for ' Change: (Why is change required) APPROVALS: (As Re aired) 6r. Of Planning / Dates Town Engineer Date: Dir. of Public Works Date: Other. Date: ' STAFF COXMZNTS: Di - o L rr Ert '��t i �} (1 S k C (C.t� ) 0 6h120 1X't vQ c . White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department RECEIVED APR 1 .9 2004 SOUTH WINDSOR ENGINEERING DEPT. pJ�- 03/17/2004 WED 14:02 FAX 860 644 7280 South Windsor Town Hall U001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OK JOB NO. 1268 DESTINATION ADDRESS 96574429 PSWD/SUBADDRESS DESTINATION ID ST. TIME 03/17 14:01 USAGE T 00' 35 PGS. 2 RESULT OK TOWN OF SOUTH WINDSOR As-Built Checklist Required Information -Industrial/Commercial-and Individual House Lots The following information is required'on all as-built drawings for site plans. Permanent *certificate of occupancy cannot be issued until all required information has been provided and approved by town staff. Plans must-be same scale as approved site plan. a . Distance and bearings of all boundary Ones and acreage of site. Iron pins are required at all property angle points, must be set prior to issuance it occupancy, and must be shown on as-built of permanent certificate of of a bonded subdivision need not be n pins on individual lots which are part npermanent Mouments at comers and angles of all new strbvets aandrior. toi new shhveett Ones at all paints Of curvature and tangency; and at critical comers and angles of all new Town open space. The coordinates for the monuments shall appear on the as-builds. b. Building lines. C. All structures, lf"# pa kes L on cones date 3 a I�, 'npsters(indicate that dumpstem are �. 11 site structures(buildings, parking �1 16 F�Om ate of incidental structures may be N 10 tot ax# _..g grantees, purpose. Go --nature. Fax# ..Vor elevation of all buildings(including garages). . i .Curb lines, pavement widths,sidewalk locations. h. Sanitary sewer structures with horizontal and vertical (tfs and inverts) locations within Town rights-of-way and easements. (Data on laterals need not be certified by LS. but must have been inspected by Town and location documented by contractor.) i. Contours showing final grading-spot elevations in sufficient detail to determine that final grading is in conformance with approved site plan may also be acceptable. MEGSON & HEAGLE Civil Engineers &Land Surveyors ������ O� �ft*&rv,%L 81 Rankin Road sl p GLASTONBURY, CONNECTICUT 06033 DATEAr Al- �o R r (860) 659-0587 • Fax (860) 657-4429 ATTENTION RE: TO Ut/47 PHONE WE ARE SENDING YOU \Attached El Under separate cover via the following items: ElMylars l Prints 0 Plans ❑ Originals ❑ Reports ❑ Copy of letter ❑ Revisions ❑ COPIES DATE REV. SHEET NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ❑ For approval loor your use ❑ As requested ❑ For review/comment ❑ For filing ❑ For submission Other REMARKS �v _t ✓ COPY TO D ❑ HOLD ❑ MAIL F17DELIVER ❑ SIGNED: If enclosures are not as noted, kindly notify us at once. TOWN OF SOUTH WINDSOR VE® STAFF SITE CHANGE FOR SITE & SUBDIVISION SEP 1 7 20o3 GENERAL: E SOUTH WIND CHANGE ORDER CONTACT PERSON John Heagle Phone NtsE��Sb R 59-0587 Address 81 Rankin Road, Glastonbury, CT 06033 Site Name Between Rounds P&Z No. 0 a Owner Megson & Heagle for Jerry Puiia Phone No. (860) 659-0587 Contractor Butler G Signature of Own r Date: - /c� "03 Signature of Design n Date: CHANGE: (Describe location ature of change. Include Four (4 ) copies of plan/profile of Change. ) Single row high capacity infiltrators at street line - John Fitch Boulevard Relocate 18.75 LF at north end 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 Req ired) Ad ir. Of Planning Date: 41 11 O Town Engineer J�v,,}" Date: YA Dir. of Public Wor s Date: Other: /?a4t � Date: STAFF COMMENTS: 11 01 /f Yz �. Ltr� dl-a o.'til. -- W+I+SL hi. rkj 7!�,Y°c0 Al E.-As fz..1 White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department MEGSON & HEAGLE COTTER OF Civil Engineers &Land Surveyors 81 Rankin Road GLASTONBURY, CONNECTICUT 06033 DATE cl 111 _0 3 JOB N Zvi J S' (860) 659-0587 Fax(860) 657-4429 ATTENTION vLF1� 9vOL. r�r�� RE: TO ToL.JeJ SJ yT-H 'VJ tit 056!L_. Eti1C'���� PHONE WE ARE SENDING YOU K Attached ❑ Under separate cover via the following items: ❑ Mylars ❑ Prints ❑ Plans ❑ Originals ❑ Reports ❑ Copy of letter ❑ Revisions G "A"(' 2r� COPIES DATE/REV. SHEET NO. DESCRIPTION i I �-►tv-O C. r.Jc�ca � THESE ARE TRANSMITTED as checked below: 91 For approval ® For your use ❑ As requested ❑ For review/comment ❑ For filing ❑ For submission Other El REMARKS F COPY T ❑ HOLD ❑ MAIL [DELIVER ❑ SIGNED: If enclosures are not as noted, kindly notify us at once. MEGSON & HEAGLE LETTER (D IF TRM S U[� H MML Civil Engineers &Land Surveyors 81 Rankin Road GLASTONBURY, CONNECTICUT 06033 DATE .12 2003 JOB NO. - (860) 659-0587 • Fax (860) 657-4429 ATT RE: TO�no-� �ht�inch ZA` SOUAkw4w PHONE "0<�� O� WE ARE SENDING YOU rAttached '` Under separate cover via the following items: ❑ Mylars 19prints ❑ Plans ❑ Originals ❑ Reports ❑ Copy of letter ❑ Revisions ❑ COPIES DA REV. SHEET NO. DESCRIPTION RECEIVED THESE ARE TRANSMITTED as checked below: SEP 15 2003 ❑ For approval lypor your use ❑ As requested SOUTH WINDSOR ❑ For review/comment ❑ For filing ❑ For submission ENGINEERING DEPT. Other REMARKS h COPY TO ❑ HOLD ❑ MAIL ( 1 DELIVER ❑ SIGNED: ( \ If enclosures are not as noted, kindly notify us at once. TOWN OF SOUTH WINDSOR SG�so '9G ®� STAFF SITE CHANGE G� FOR SITE & SUBDIVISION GENERAL: 1 c0F0. CHANGE ORDER CONTACT PERSON ThOMCcS BCk+k�E� Phone No. 64r� m" Address F1 yyk ��V� a,vf S r'T�cocn 6 Site Name 8(-Ire J -t®e( � P&Z No. Owner Phone No. Contractor -VKe, Buz- A-e.2 6-rc.Ap xnC. Signature of Owner Date: 7 L,3a&3 Signature of Design Engr. _ Date: IF -/ CHANGE: (Describe location and nature o an Include Four (4 ) copies of plan/profile of Change. ) �r eA Reason for Change: (Why is change required) APPROVALS: (As Required) _ Dir.. Of Planning j �A &9AA:4 Date: Town Engineer Date: 1 /0 3 Dir. of Public W rks Date: Other: Date: STAFF COMMENTS: i-a v r c dt2 �'r'�� r � �� h P fi..l C�lr� 711 r''/►+ �' d-°:-� �U— �® 19 White - Town Engineer Yellow - ApplicantFF /0 SOT Pink - Director of Planning Goldenrod - Engineering Department t� r 71WZAn Ole Slatlbz ?v s 1540 SULLIVAN AVENUE•SOUTH WINDSOR, CT 06074 �OsoR.CO TELEPHONE (860) 644-2511 October 11, 2002 Mr. Jerry Puiia REDEiVED 19 John Fitch Blvd. South Windsor, CT 06074 Ole 'IT 1 1 2002 SOUTH WINDSD Re: Preconstruction Meeting—Appl 024-0 Between Rounds ENGINEERING DEP T, 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 Benue Drabek TOSW (860) 644-2511 x241 Bob De tula TOSW (860) 644-2511 x248 JlRffii� le 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. 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. PLANNING DEPARTMENT TRANSMITTAL DATE: TO: 9 zr� ;�r�t� WE ARE SENDING YOU: O PZC initial plans O Drainage computations O PZC revised plans [3 . Bond estimate request PZC Final plans for review O Bond reduction request O PZC Final plans for filing O Correspondence O IWA/CC plans O Other NO.OF COPIES APPLICATION NUIvMER PROJECDAPPLICANT THESE ITEMS ARE TRANSMITTED: ,V For review and comment O For your files RECEIVED O For your use O As requested FEB.2 5 2002 ❑ Other SOUTH WINDSOR PLEASE RETURN/COMMENT BY: ENGINEERING DEPT. COMMENTS: Ilk Copy to: From: Planning Department- 10/98 0 Y. "OVIN se sZ, 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 soe•co` AREA CODE 860/644-2511 CERTIFIED MAIL February 1, 2002 Mr. Jerry Puiia RECEIVED 19 John Fitch Blvd FEB 0 5 2002 South Windsor, CT 06074 P4—;''• O a- O P SOUTH WINDSOR Dear Mr. Puiia: ENGINEERING DEI'T 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 be 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. 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 0 . FOR A.M.- DATE �� TIME �+° —p.m, M ILI w6rytj OF d' Afj6tL DATE: January 29, 200 PHONE AREA CODE NUMBER EXTENSION TO: Jeff Doolittle, Sout ° FAX ❑ MOBILE AREA CODE NUMBER TIME TO CALL FROM: David Erlandso - I� INOE ito > . r c �wttt� RE: Between Rounds, z Dear Jeff: MESSAGE As requested, I h development of 19 John Is dated 3-30-01 and conch conditions at the site pro storm. Currently, any ru property. The proposed Section 11 of the Town o IIII, SIGNED s for 0% increase in storm t 9ftsFORM 30S. to retain any additional r LR"°'"U.B.A. the site. . The proposed conditions at the site produce 3.87 CFS and a total volume of 2031 CF for a 100 year storm. The proposed development plans for the installation of three catch basins each utilizing its own retention system in order to reduce runoff leaving the site. Catch basins#1 and#2 have been designed to retain all runoff within their respective drainage basins for a 10 year storm. Catch basin#3 has been designed to retain any increase (from existing conditions) in runoff for the entire site for a 100 year storm. For a 10 year storm this will result in a decrease of 328 CF of runoff for the entire site. RECEIVED JAN 2 9 2002 SOUTH WINDSOR ENGINEERING DEPT. MEGSON & HEAGLE JOB 2-0 6 OJNV'!.� Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road CALCULATED BY GLASTONBURY, CONNECTICUT 06033 DATE CHECKED BY DATE SCALE ............... .......... . .......... ........... ............ .............. ............ (16 ................ ....................... ............ ........... AREA ............. .... ...... .......................... ....... ........ ........... .............. Oi o 6. Ac_ GR............ ........... ........... .......... ....... 4-7 z 0-.874 ............ ..........-........... ............ ........... ............- ..... ..... ........... .......... .......................... ........... ........... ....... .... .............. .................. .......... ........... A 16 N P '44:4.7. ......... ............... .......... ........... ... ........... ............. .......... .................. .......... .......... ............ ................. ............. ........... .... .................. ........... Q6 iCiA .......... .......... z'w? 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V kN�R 6 A //V /V Tv...................... a ........................ . ................... ......................... . ....... ............................................... ........... .............. .............. ........ ..................... c IF .......................... ... ........ .............. .......... ............ ............ ............ ............. ............ ..........--..... ........... ...... ..............— L PRODUCT 204-1(SID918 Sheets)205-1(Padded)=NZY-9 Inc.,Groton,Mau.01471.To Mr PHONE TOLL FREE 1-800-225.6380 z loos 0� s•ss _. ` � SAO v � \ � z6•Zs S SS x L'95 • Y 9•55 gam' ��— �r •d fb� • . ` .. x_ter—x J .9 z C7 Y O _ P, L Z • z � Y f'IS J • 613 z r - ;rS s'ZS Jan 28 02 03: 51p Leslie 860-657-4429 p. 1 kA ✓'�c=�5 C�si/ r k ' x N JtAit pp / lh co (T x W / w 'PkO go 3 _ VI I f f px c� ip k � a p • PA F' tr ` \ O - x 0 �•� lT1 PLANNING DEPARTMENT IN-HOUSE REFERRAL FORM TO: Matt Galligan, Fred Shaw, Michael Gantick, Thomas Field, Bill Lag ing, Kris Lindstrom, Ray Favreau, Karl Reichle, Mel Stead,John p r-�'_�..-_-- 'effDoolittle t N1 '-- FROM: P M: TIME---� The Pl � FOR � �� Project: am l`flllf�CA�-L Location: ofLAt ❑FAX EXTENSION LL MOBILE NUMBER - pt-ZONE AREA COOS t/jiLL CALL AGAtI*1 Site Plan MESSAGE t16 ❑ Industrial V1 ppg FORM 4003 is Water: SIGNED —..,,ciage: v Public ( Septic system(s) Project Description: Future Town-owned property involved? ❑ Yes W No ❑ new street(s) ❑ new detention area O new open space/recreation area ❑ active ❑ passive Planning Department notes: Please comment by and return to the Planning Department. - - ----'-oL ----- - Cr - ` lot ------------- r s , —_— --- �'.i `��. .�a.�4�.'..�) -.�__ � �<.�._ ��. U,•. ( `.'p_' it -_: �'--'-k---� `.� - - .- _ - MEMORANDUM To: Marcia Banach, Director of Planning From: Jeffrey B. Doolittle, P.E., Town Engineer Date: 1/15/02 RE: App 02-01 P, Between Rounds—19 John Fitch Blvd. 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. 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. 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. 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? 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. A storm manhole should be installed at the 90 degree bend in the 8" PVC pipe from CB2 to the single row of infiltrators. d, 2 11/7,� 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 G"" 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 impac as d4 v� a- p so „a&F-� /Jute , i.,si-� ice � (hovt. t �.;may ,A kYN f, : 1. � PLANNING DEPARTMENT TRANSMITTAL DATE: !1A TO: 7 a`1i17 6/n WE ARE SENDING YOU: ., PZC initial plans -Drainage computations O PZC revised plans O Bond estimate request O PZC Final plans for review O Bond reduction request O PZC Final plans for filing O Correspondence O IWA/CC plans O Other NO.OF COPIES APPLICATION NUMBER PROJECT/APPLICANT i - THESE ITEMS ARE TRANSMITTED: For review and comment - O For your files O For your use O As requested O Other PLEASE RETURN/COMMENT BY: i f o� COMMENTS: RECEIVED JAN 0 4 2001 SOUTH ONDSOR E Copy to: From: Planning Department- 10/98 TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE PLANS JAN 4 2002 APPLICANT Jerry Puiia SOUTH'd'IidD (1' "'l ',�iN PROJECT NAME Between Rounds This checklist must hpqjnnzrj by plan preparer(P.E./L,S,) declaring that all required information is provided. Items 1-7 are required for all applications; items 8-11 required where appropriate. Check mark for each item supplied. XX I. On each sheet for plans or maps, title block with the following information: xx a. Name, address and telephone of applicant. xx b. Name, address and telephone number of Land Surveyor or Professional Engineer. XX_ c. Name of Development. xx d. Date when drawings were made. xx 2. Key Map: An overall map drawn to a scale of 1 inch equals either 100 t or 200 feet. This map will show the overall design of the Development and surrounding property within 500 feet. xx a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking requirements, etc. xx b. Outline of buildings, N/A c. Layout of streets. xx d. Surrounding property boundaries-within 500 feet. xx e. Names of abutting property owners. N/A f. Proposed open spaces and recreation areas. xx g. Driveway cuts on abutting properties and any properties across from proposed site. xx h. Distance to and name of nearest intersection street. XX ' 3. Architectural Elevations: See attached checklist for Architecture and Design Review. xx 4. Plot Plan: A layout map of the proposed site drawn to a scale of 1 Inch equals 40 feet on either of the following size sheets: (1) 24"x 36" with a following data: 3/4" ruled margin; (2) 18" x 24" with a 1/2" ruled margin, containing the XX a. Distance and bearings of all boundary lines and acreage of site. I required at all property angle points and shown on map. ron pins N/A - b. Proposed streets and street lines with c parking spaces. enter line station, curve data, and xx C. Building lines in accordance with zoning regulations. XX d. Proposed buildings and other structures, including signs, outside li htin 1 and dumpsters (on concrete pad and screened), g g' N/A e. Easements, noting grantors, grantees, and purpose: XX f. Names of abutting property owners. N/A g. Monuments will be indicated at corners and angles of all streets and at all w points of curvature and tangency. The monumented polnts.within Proposed site shall be coordinated. These coordinates shall appear In tabular form on the plot plan. The accessibility of these CGS points shall be determined by the Town Engineer. N/A h, All open space or other common or public land uses shall be indicated. I. A-2 certification; P.E./L.S. Seal. xx 5. Topographic Map: A map drawn to a scale of 1 Inch to 40 feet on sheets not exceeding 24 inches by 36 inches, including ruled margins shall In addition to the requirements of the plot plans show the following: XX -- a. All existing and proposed buildings. xx b. Curb Lines and pavement width, sidewalks. xx c. Existing and proposed sanitary sewers. xx d. Existing and proposed water and-all existing utilities. xx e. Present wooded area indicated by foliage lines. Any trees to be saved should be shown. XX f. Existing and proposed contours shall be shown in not less than two-foot intervals, but in cases of relatively level land, the contours shall be one- foot intervals and spot elevations, xx g . Regulated wetlands and 100-year floodplaln or note that none are present, xx h, Proposed storm drainage system, showing all catch basins, endwails, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shall be 300 feet and minimum size of storm drain lines shall be 15 inches, within Town ROW.) If plan/profile sheet is provided all of this does not need to be shown. Only .top of frame elevations and inverts of open discharge pipe shall be shown on this plan. N/A Connections of all springs into proposed storm drainage system as needed. j. Location and indications of existing brook channels, and 100-year flood limits. XX k. A-2 &T-2 Certification; RE & L.S. Seals, XX 6. Landscaping plan: XX 7, Drainage calculations: - Zero Runoff Increase per attached guidelines. N/A 8. Traffic Report: N/A 9. Plans and Profiles: A plan and profile of the proposed streets drawn on plan/profile paper of scales 1 inch to 40 feet horizontally, and 1 inch to 4 feet vertically on sheets not exceeding 24 inches by 36 inches, including ruled margins and containing the following: a. Layout of streets In sections coordinated by stations with the profile. b. Street plan showing roadways, drainage, sanitary sewer (including house sewer), foundation drains, lot lines, buildings including all utilities with elevations (top frame and inverts), size, type, length, slopes of pipes. c. Sight line at driveway & street intersections. d. Profile of roadway showing existing and finished grades. Roadway profile will show all tangent grade and all vertical curve information. e. Profile will show all catch basins and all drainage lines between catch basins with all invert and top of frame eleva'doris, sizes, lengths and slopes of pipes. f- Where any storm drainage line discharges Into an existing brook sufficient profile of this brook will be shown to determine conditions. g. CGS datum shall be used on all sites accessible to these controls. The Town Engineer shall, based on standard engineering practices, determine the accessibility of these controls. h. Profiles shall show all sanitary sewer lines and manholes, Including elevations, (Inverts, top of frame) sizes, lengths, and slopes of pipes. Top of foundation elevations for building shall be shown.. :. ' NSA 10. Open Space Site Improvement Plans: For sites which require"or include a Provision for open spaces, a plan which contains data for site improvement may be required.- This map shall be drawn to-a scale of 1 Inch equ feet. als 40 XX 11. Sanitary Report: Where individual sanitary sewage disposal systems arse proposed, the final plans shall include a Sanitary Report:certified by'a Professional Engineer. The report shall demonstrate the feasibility of the proposed individual systems. PLAN PR R (P.E./L.S.) DATE June 23, 1998 JOB ;% MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road CALCULATED BY DATE 3l 3 J ^ J I GLASTONBURY, CONNECTICUT 06033 CHECKED BY DATE SCALE I Z A L , JAN 4 200Z SOUTH 14111`gDZR RANINNG Di PT, G = aAc , G. c, s I - T c- = ---.0 F. rH ItJ _ (, Z G2 LL ! - T _ i - _� 3� Gr Z4- a,wO3cR_S x G , z 5 L.r/ "l:_(- �7, 5 u= PONI r xN-i A-1 MEGSON & HEAGLE JOB Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road J GLASTONBURY, CONNECTICUT 06033 CALCULATED BY DATE ? - SJ CHECKED BY q DATE SCALE GA doZ A-c /' at 00 4 t A�, — / .......... a�� Q Tc� CQp crs _ v 'z0 3 p US c �i H CJOA c—I e PRCDJC7 204 1 ISC*Net)205-1 IPannm JOB -aC2 MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. OF 81 Rankin Road CALCULATED BY / DATE "� a L GLASTONBURY, CONNECTICUT 06033 CHECKED BY ) �t DATE SCALE X( S l r x Z Zrs� P1OI��SL� � c�rJ�0?6TIor1S 6�o:,�T C. 12/,���; . _. (07 y _] + ti = q-, '5 rS r V0 u m c = Z;Z-P25 C F. JOB MEGSON & HEAGLE Civil Engineers & Land Surveyors sHEETr,o. ) of 81 Rankin Road CALCULATED BY w LA/ DATE H"--70—0 GLASTONBURY, CONNECTICUT 06033 CHECKED BY DATE SCALE tt . r.:r�-'.0F ? In tr - - - - Cf�hmgE'S Z ; A r. ............ . Vd G i �i3 D.`� ZLr . 6 -3 JOB PJL=T�� MEGSON & HEAGLE Civil Engineers & Land Surveyors SHEET NO. I ' J OF 81 Rankin Road CALCULATED BY �" DATE 3-3 ICJ r GLASTONBURY, CONNECTICUT 06033 CHECKED BY DATE SCALE �-L✓ /� .... G.l I4. 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