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App 13-55P Nomads' Outdoor Aerial Park
TOWN OF SOUTH WINDSOR PLANNING&ZONING COMMISSION RECEIVED APPLICATION FORM Application Number: 5�PO ; Official Receipt Date: off-40 Munis Application #: SOUTH WINDSOR PLANM 4EPT. APPLICANT: PROJECT NAME: /I��/101i9/�� dy�G�ODtG/��Grz,C COMPLETE LOCATION OF PROPERTY: L008 GOVERNORS HIGHWAY OWNER OF RECORD ON LAND RECORDS: J E SHEPARD CO. (c/o Doug Nation) OWNER ADDRESS: P.O.BOX 415 EAST WINDSOR HILL, CT 06028 GIS PIN # 369OL008 ZONE I NAME, ADDRESS, TELEPHONE &EMAIL ADDRESS OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Karen Isherwood, P.E.; Isherwood Civil Engineering, 58 Ordway Drive, South Windsor, CT 06074 (860)640-4064 Estimated presentation time: 30 THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing and Certificate of Mailing Required) ❑ Open Space Subdivision/Resubdivision (Public Hearing and Certificate of Mailing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor ❑ Major ❑ Conditional Subdivision ® Special Exception to Table 4.1.1A (Public Hearing and Certificate of Mailing Required) X❑ Site Plan of Development ® New ❑ Modification Building(s) Sq Ft 200 sf ❑ General Plan of Development ❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for ❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16) (Public Hearing and Certificate of Mailing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision -Attach proposed amendment (Public Hearing Required) ❑ Temporary and Conditional Permit (Public Hearing and Certificate of Mailing Required) for ❑ Temporary and Conditional Permit Renewal (Certificate of Mailing Required) for ❑ Detached In Law Apartment or ❑ Accessory Apartment (Public Hearing and Certificate of Mailing Required) ❑ Major Home Occupation (Certificate of Mailing Required) for ❑ Other (expl ' in detail) *An App cat n g Sign is required to be posted on the-property for all applications ten (10) days prior to being heard by t Commission. Signature of Applicant gnature of Owner Isherwood Civil Engineering TRANS �`(J(AL 58 Ordway Dr. November 25, 2013 S.Windsor, CT 06074;(860)640-4064 To: Michele Lipe,Senior Planner South Windsor Town Hall 1540 Ellington Rd. S.Windsor,CT 06074 Re: Nomad's Outdoor Aerial Park;South Windsor Entertainment LLC,L008 Governor's Highway Contents: Completed PZC application for Site Plan/Special Exception Site Plan Checklist Narrative Statement Abutter Notification Letter List of abutting property owners 3 sets of plans (initial submission) 2 copies:Stormwater Management Plan Application fee(client check#55551 for$620.00) The application is being submitted with the intent to have a public hearing scheduled before the Planning&Zoning Commission at their December 10,2013 meeting.A total of 7 sets of plans will be submitted prior to the scheduled public hearing. Please review all material and let me know if you require any additional information.Thank you. Karen Isherwood, P.E., Principal cc:C. Doug Nation Narrative Statement Nomads Outdoor Aerial Park South Windsor Entertainment, LLC is proposing to build an Adventure Park attraction at their Governor's Highway site.The site contains a significant amount of wetlands and is unsuitable for industrial development.The exact property location is L008 Governor's Highway. The project includes the installation of 6 aerial forest adventure trails, including the installation of several zip lines. These 6 trails will be focused around the main pond at the site.All 6 trails will start from one central deck with a retractable stair/ladder system(lockable at night)which will prevent access to the courses. Each trail will end on the ground with a zip line which is great fun and prevents unauthorized access outside of operating hours. Long zip lines will also zigzag across the pond. Each aerial trail will consist of 13 platforms that are connected by an average of 14 elements (transitions) at varying heights and lengths. Some elements wffl be at a height of 12-15 ft. and some at 60 ft. Some will be 12'long and others 50'. We anticipate a total of 84 elements. Platform installation is accomplished using a proprietary friction lock and wrap system.Trees will not be drilled into. The typical platform size is between 5'x5 and 6'x6'. Materials used will be a combination of galvanized aircraft cable, cedar wood(Pressure treated only where needed), high tech rope and custom metal hardware. For zip lines, special compressed, swaged and hammered fire galvanized 12mm cable made in Germany will be used. The courses are to be built entirely in trees, utilizing the"Smart Belay" lifeline system.They intend to sell utime tickets"that allow customers to experience the Adventure Park for up to 3 hours (including of harnessing and safety training, etc.). Few elements of the attraction will be visible from Governor's Highway during the months when leaves are down. All zip lines and trails are self-guided experiences without a need for hand braking"or"catchers" at each platform.The passive gravity braking system used on the zip lines does not require any additional hardware or staff. Moreover,the Edelrid Smart Belay has an integrated zip line pulley, so there is no need for a separate pulley. All equipment, material and building standards adhere to the quality standards approved by ANSI, ACCT, and PRCA and all equipment comes with appropriate safety credentials. Nomads Outdoor Aerial Adventure Park at South Windsor will be a seasonal operation. It will be open from April 1 st through Thanksgiving weekend. It is their intention to create an outdoor alternative for their customers during the off season of Nomads Adventure Quest and Revolutions Bowling and Lounge.Their customers want to be outside during nicer weather. In addition, this facility will provide an additional revenue stream during their historically slowest season allowing them to maintain their employment levels across all seasons. Hours of operation during spring and fall will be Monday through Friday,2pm to dusk and Saturday and Sunday gam to dusk. Hours of operation during the summer will be Sunday through Saturday, garn to dusk. The hours of operation will also be dependent upon inclement weather: Reservations can also be made outside of normal operating hours for corporate groups and other team building functions. They anticipate a minimum of 3 employees during slower periods with a maximum of 6 during the height of business. At this time, the only structures to be constructed on site will be a 12'x16' Moer Shed for staff, ticket sales, etc.This structure will have a 4'overhang which will shelter vending machines.An 8'x12' lockable storage container will be used to securely store the harnesses and other equipment. Portable toilets will be used for restrooms. Electricity will be run to the site in order to provide minimal lighting and supply of electricity for vending machines,etc. In addition,there will be tents put up seasonally to provide shelter during inclement weather, and to facilitate any group events. A shuttle bus operating out of Revolutions will be used to provide transportation for customers to and from the site. This would be similar to the shuttle service that is used for the Senior Center. In addition,40 spaces will be provided at the site for patrons and group functions. Existing parking at Revolutions together with the 150 spaces reserved for their use on the adjacent property will be used to support the proposed venture.Staff will be parking at Revolutions. In conclusion, this development will be a green operation.Their main goats are to support the growth of South Windsor Entertainment while maintaining the beauty of the property it will be located on. They seek to create more jobs and continue to support the local economy. Nomads Outdoor Aerial Adventure Park at South Windsor will provide a safe and fun environment for the many families and outdoor enthusiasts in the area. TOWN OF SOUTH WINDSOR CHECKLIST REQUIRED INFORMATION SITE MANS APPLICANT ►�-} U!1 N1�SOf /t l/f'5j i PROJECT NAME NomQ d s O(Ad - Lfial Pafk' This checklist must be signed 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 v 1. On each sheet for plans or maps, title block with the following information: 7— a. Name, address and telephone of applicant. b. Name,address and telephone number of nand Surveyor or Professional Engineer. V c. Name of Development. 7 d. Date when drawings were made. 2. Key Map: An overall ma drawn to a scale of 1 inch equals either 100 feet or P q ,2DO€eet< This map will show the overall design of the Development and surrounding property within 500 feet. a. Data block which gives needed zoning information such as percentage of lot coverage, acreage of tract, number of apartment units, parking / requirements, etc. v b. Outline of buildings. c. Layout of streets. d. Surrounding property boundaries-within 500 feet. e. Names of abutting proeerg�gsr . f Proposed open spaces and recreation areas. g. Driveway cuts on abutting properties and any properties across from proposed site. h. Distance to and name of nearest intersection street 3. Architectural Elevations: See attached checklist for Architecture and Design Review. 1 c IT 4. Plan:A layout map of the poposed site drawn to a scale of 1 inch equals 48 feet on either of the following size sheetv (1)IC x 3V with a 3/4" ruled margM; (2) 18"x 24"with a 1/2"ruled margin,containing the following data: v _ 'a Z istance and hearings of all boundary lines and acreage of site. Iron pins required at all property angle points and shown on map. V' b. Proposed streets and street fines wfh center lire station,curve data, and parking spaces. c. Building lines in accordance with zoning regulations. d. Proposed buildings and other structures, including signs,outside lighting, and dumpsters (on concrete pad and screened). e. Easements, noting grantors,grantees,and purpose must be shown in table format,e.g.below Grantor Grantee Type of Date Filed Vol/Pg Easement v f Names of abutting properly owners. V g. Monuments will be indicated at comers and angles of all streets and at all points of curvature and tangency. The monurnented points 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. v h. All open space or other cornrnon or public land uses shall be indicated. / I q-2 y " i.v�—� certification; P.E./L.S. Seal. y S. 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: a. All existing and proposed buildings. b. Curb Lines and pavement width,sidewalks. c. Existing and proposed sanitary sewers. A//,4 d. Existing and proposed water an"D existing utilities. 2 e. Present wooded area indicated by foliage des. Any trees to be saved should be shown. 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. +�J g . Regulated wetlands and 100-year florin or note that none are j present. h. Proposed storm drainage system,showing all catch basins, endwalls, manholes, lengths and sizes of pipes and elevations of structures. (Maximum distance between catch basins shad be 300 feet and minimum size of storm drain lines shall be 15 inches,vaINn 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 f on this plan. L Connections of all springs into proposed storm drainage system as / needed. v j. Location and indications of existing brook channels, and 100-Y ear flood limits. k. A-2 &T 2 Certification; P.E&L.S. Seals.0 I/v I 2 7 6. Landscaping an 7. Drainage calculations: - 8. Traffic Report 9. Site Lighting Plan AJ 4 10. 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 (iricluding 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. 3 � f 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 elevations,sizes,lengths and slopes of pipes. f. Wbere any storm drainage fine discharges into an e)dsting 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. 11. Open Space Site Improvement bans: 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 equals 40 feet. 12. Sanitary Report: Where individual sanitary sewage disposal systems are 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. t 1 as �3 PLA PREPA .E./LS. _ DAlt February 2002; Rev. 4-04 4 November 25, 2013 Dear Current Abutting Property Owner: Re: Site Plan/Special Exception Application of Nomads Outdoor Aerial Park L008 Governor's Highway South Windsor, Connecticut In accordance with Article 8, Section 8.2.C. of the"Town of South Windsor Zoning Regulations", we are required to notify you that an application has been filed on the property abutting yours and is subject to a hearing by the Planning&Zoning Commission_The application and plans are on file with the South Windsor Planning Department in the Town Hall. As an abutting property owner you are invited to the hearing(s)to ask questions and/or give comment,however,you are not required to attend. You may also submit written comments regarding the application prior to the hearing if you so desire. For further information regarding the specific date that the Planning and Zoning application will be heard,please contact Michele Lipe, Town Planner,Planning Department, 544-2511, ext. 252. Thank you. Sind ely, i Kare Isherwood, P.E., Principal Isherwood Civil Engineering Abutting property owners to L008 Governor's Highway: 29700031C JDIA REALTY LLC PO BOX 355 E.WINDSOR HILL, CT 06028 3690R001 KASHETA, EDWARD W ETAL 1300 MAIN STREET SOUTH WINDSOR, CT 06074 36900125 SHEPARD POLA INC. PO BOX 415 E. WINDSOR HILL, CT 06028 36900195 SHEPARD POLA INC. (SAME AS ABOVE) 4470L041 SHEPARD POLA INC. (SAME AS ABOVE) 470OL043 BURGDORF, DORIS P. 1245 MAIN STREET SOUTH WINDSOR, CT 06074 47701049 1049 JOHN FITCH BOULEVARD LLC 1288 MAIN STREET GLASTONBURY, CT 06033 54901224 BURGDORF DORIS P. & JOHN G. (SAME AS ABOVE 47001,043) Postal CERTIFIED MAIL. RECEIPT u7 (DomesticOnly; r. • gas ra a u1 Lr) EZ)��� 3 `, L t)iG7 sad Mr, 6 t3 Postage $ �"4t _U Postage $ $0.46 0167 Certified Fee $3.10 13 C3 Certified Fee $3.10 C7 Postmark C7 13 � Return Receipt Fee $0.06 Here Cp Return Receipt Fee C] (Endorsement Required) C7 (Endorsement Required) $( oo Postmark L7 Restricted Delivery Fee Here Restricted Delivery Fee $0.00 C3 (Endorsement Required) $0.00 iA (Endorsement Required) IT' $3.56 12/02/2013 a Total Postage&Fees GJ.�s�0 Total Postage&Fees � ` c, 1 l02,2013 L � i m Sent To �.(_, wg d 9S�i "� ------------------------ MO Street,Apt.No.; ----- p C`- or PO Box No. ----------- (ti ------- ', ae,ZIP+ - _____a�iipdSor I)i 11 CTv :rr ,r• A wn svr GT � U.S. Postal ServiceT. ' RECEIPT 1� CERTIFIED MAILTNI RECEIPT m " a n- (Domestic Ir 1. rT "• Postage $ $0.46 0167 1 - `� C7 Postage $ $0.46 0167 Certified Fee $3.10 13 .21 d © Certified Fee $3.10 13 Return Receipt Fee Postmark C7 (Endorsement Required) ${�.(}0 Here O Return Receipt Fee Postmark Q C7 (Endorsement Required) $0.00 Here Restricted Delivery Fee C7 (Endorsement Required) $0.00 Restricted Delivery Fee Q` C7 (Endorsement Required) $0.00 f3 Total Postage&Fees � $3.56 12/0212013 Er r-qC7 Total Postage&Fees � >3.5t; 12/02/201'J M Sent To r1 i a - ----• ��r �o_-0, -1 Y)C • m Sent To © Street,Apt.No.; ----- M S Y [` Of PO BOX N0. -- ---- �/j Q �( I Q Street,Apt.No.; f c - �r City,State,ZIP+ "- j or PO Box No. /� J �f� �� l ----- �-w YIOlSU r N-�h ^� ---------- City,State,Z/P+ ---- - - -------------------------------------------- D�B w 0svr 01- 0 0ft `7 :11will (DomesticU.S. Postal Service'r. CERTIFIED MAIL. RECEIPT Ln Only, ru Ln For delivery information vieit our website at c ru L1F1Rr 0 E C3 Postage $ C7 Certified Fee $3.17 i.i M Postmark Return Receipt Fee $0.00 Here 0 (Endorsement Required) CO Restricted Delivery Fee $�.�u Q (Endorsement Required) Er C3 Total Postage&Fees $J.L(7 lL,'ia r' L113 ra M Sent To ----------. n - O Street Apt.No.; or PO B-No. lad - ------------ _---te�a,-�-------------------------------------------- CI);State,ZIP+4 c U01.$9 VbL 4 j! WARRANTY DEED TO AI.L PEOPLE TO WHOM THESE PRESENTS SHALL COME, � IIIj GREETING: KNOW YE, That we,.John N. Berger, Alfred J. Berger,, !`Richard F, Berger, Carl G. Berger, and Adela Colvin, all by their-attorney in fact John Hobert Berger of the City of Angola, County of Stouben and State u of Indiana, pursuant to the Power of Attorney dated,the 17th day of January' ; 'I 1962, and recorded in the Town Clerk's Office of South Windsor, Connecticut, j�in volume 92 at page 481, for the consideration of One Dollar($1,00)and. ". I other valuable considerations received to their full satisfaction of The J. E. II Shepard Company, a Connecticut Corporation located in the Town of South Windsor, County of Hartford and State of Connecticut, do give, grant, j!bargain, sell and confirm unto the said The J. E. Shepard Company a certain piece or parcel of land with any buildings and improvements thereon situated i 11 West of U.S. Route H5 in the Town of South Windsor, County of Hartford and ! 11 I Ij State of Connecticut shown on a certain map entitled '.'porti on of Berger Farm, .'. South Windsor, Conn, for J. E. Shepard Co. Dec', 11, 1863 Scale-I" i prepared by Fred B. Wheeler,*<Land Surveyor, which map is on file'in the office of the South Windsor Town Clerk and being more particularly bounded II and described as follows: �! Commencing at a point on the northerly line of Governor's Highway, ! whi-ch point is 379.23 feet westerly of the intersection of the northerlyfj .' line of Governor's Highway with the westerly line of Route N5; thence running westerly along the northerly line of Governor's Highway a, distance of 485.00 feet to a point; thence continuing westerly along the northerly line of Governor's Highway at an angle of 1800 55' with the last described line a distance of 297.08 feet to a point; thence ! continuing westerly along the northerly line of Governor's Highway, at an angle of 1840 22' with the last described line a distance of 192.87. feet to a point; thence continuing westerly along the northerly line of f Governor's Highway at an angle of 1760 17' with the last described line, l a distance of 320.30 feet to a point;thence continuing westerly along the northerly line of Governor's Highway at an angle of 1750 12',with I II the last described line a distance of 330.27 feet to a point;thence ' continuing westerly along the northerly line of Governor's Highway 1 5,,,....................r.....................................................................................................................:.. . . ......_... 1 '! era at an angle of 1820 19' with the last described line a distance of 161.75 feet to a point;thence running northerly at an angle of �;• l' 780 36 ' with the last described line along land now or formerly t' of Marcia Berger a distance of 77.28 feet to a point; thence z �— f continuing northerly at an angle of 2000 44' with the last described I line along land now or formerly of said Marcia Berger a•distance of 340.67.feet to a point in the southerly line of land now or for- 1 7 I merly-of Alice and Helen Whalen; thence running easterly along ; �i the southerly line of snid lnnd now or formerly of Alice and Helen !`� Whalen at an angle of 830 09' with the last described line a distance , {I' � a of 65,00 feet to a merestone; thence running northerly al the easterly along II 4'• �; 'i line,of said land now or formerly of Alice and Helen Whalen 'R II at an angle of 2910 45' with the last described line a distance of J 87.50 feet, more or less, to a merestone; thence running easterly [f ICI mil l ;I along the southerly line of land now or formerly of William B. Moore 1 Estate at an angle of 660 39' with the last described line a distance of 1,086,94 feet to a merestone marking the southeasterly corner of said land now or formerly of.the William B. Moore Estate and the J'' 1 ;i southwesterly corner of land now or formerly of Harry and Edith j' land now continuing easterly along the southerly line of said _ ,I now or formerly of Harry and Edith Goldberg at an-angle of 1800 26' with the last described line a distance of 632.85 feet to a TIJ i l I point; thence running southerly along the westerly line of other land of the Grantors at an angle of 980 10, with the-last described line a ;I distance of 494.54 feet to the point or place of beginning. Said pre- j mises contain 20.44 acres, and being a portion of the premises _ �I ! conveyed to the Grantors herein by deed of Marcia E. Bez•ger dated 'i cl li May 9, 1960, and recorded in Volume 78 at page 186 of the South j Windsor Land Records, The Grantors reserve the right to use the tobacco shed located on u h P the ' I� above-described real estate until one year from the-date of this deed, I ;ICa ;J TO HAVE AND TO HOLD the above granted and bargained premises •— -.v" W : with the privileges and appurtenances thereof unto it, the said Grantee,•its I {.Fl I��:?Al � successors and assigns forever, to its and their own proper use and behoof. AND ALSO, we, the said Grantors do for ourselves, our heirs, execu- a � tore and adininistrators, covenant with the said Grantee, its successors and �, assigns, that at and until the ensealin, of these presents we are well seized f UI of the premises as a good indefeasible estate in 1'L+E SIMPLE, and have brood I f N If right to bargain and sell the same in manner and form as is above written, 2 - s ■_ 0445 sand that the same is free from all encumbrances whatsoever, except as „hereinbefore mentioned. I li AND,FURTHERMORE, we, the said Grantors, do by these presents' { 1 J :bind ourselves and our heirs forever to WARRANT AND DEFEND� the,above- t '1 granted and bargained premises to it, the said Grantee, its successors and :assigns, against all claims and demands whatsoever, except as hereinbefore I t „mentioned, I IN WITNESS WHE REOF, we have hereunto set our hands and seals acting herein by our attorney in fact hereunto duly authorized this 21st da i of January, '1964. Y I Signed, sealed and delivered i in the presence of; John IV. Berger, Alfred J. Berger, Richard F, Berger .Carl G, Berger, j i son b oup and Adela Colvin i, - rtstine o mes Rt�1�3erg--r, Attorney to Fact t� STATE OF INDIANA ) 1 .'COUNTY OF STEUBEN) SS; Angola, January 21, 1964 l Before me, the undersigned Notary Public this 21at day of January, 1964, Personally appeared John Robert Berger,g Attorney in Fact as aforesaid, � signer and sealer of the foregoing instrument and acknowledged the same to bed his free act and deed and the free act and deed'of John N. Berger, Alfred J.• i Berger, Richard F. Berger, Carl G. Berger, and Adela Colvin; and the free act and deed of Joltn,Robert Berger as said Attorney in Fact, before'me, ' My Commission Expires; January d Imo, Tr `poh I Y 9 1967 UOrIal Notary Public j State of Indiana, Certificate Ol1 uthoriN A . Stenben County SS, •. . - I. ...................... Lois i>;au..herman p1 • ti .. Clerk of the Circuit Court of trnhrtt Connly,in the State of Indiana,the Ramp being a Court oC'Rcmrd having a seal, do certify ' that ...............................�ona�d...1.....Ts.ennep.oh�.................. before whom the foregoing acknoYiledgment . .....:.......................... ......••...........-..wns.taken,and who subscribed h.,i - mm�c to the ecrti6ente of the proof or neknow ledge metit of the annexed instrument was,at the time of taking such proof, or acknowledgement,on ..................... i 1 :.anuarY...?1.....19�4............ ... .......: .lot ary...Public.......................... lkv nd uly couunissioned and sworn nud anthorired by Iowa of ill efor srt t taketand ncertify hamc nvitReand(ltile ncknowledg,•ntcats Rni proofs of deeds and other written instrnnents to be recorded in said State;and further,that I mn well acquainted with the handwriting of Ruch..................... Donald I:. Trennepohl ....:.............................: ...,.••.,•••.•••••..•,•••..•..••• and wrily LcBerp the signature to the sold eertill. i q ,mte of.proof, or n,:knowledgetnent ix h.LS.. grnnint'signature. IN > :\VI11:R130F, I have hereunto set my li ntd and ofllcial sent at Angola.Indiana this s 2?{)d....:,iiuy;,of ..............JAWMXY.. . Received Por Record 1•'eb. 18,164 tenb an Circuit Court at lOtCO A.Id yik.w� •. B Cler•• Hazel P. Van Sick in ;.... ......Deputy Asstt Town Clerk .- •- ,...... ....,....__...�.,...,,y........... ..�. 1 _ •ter. . (P�q df 3) w VOL Ei PAGE 21 CASEMENT DESCRIPTION Drainage easement in favor of the ONSI Corporation. Said easement is located on the lands now or formerly of the J.E.Shepard Company located in South Windsor,CT. Beginning at a point,said point being the intersection of the westerly right of way line of Route 5 and northerly right of way.line of Governor's Highway. Thence proceeding N65E59'37"W,a distance of 799.65',along the northerly right of way line of Governor's Highway to the point and place of commencement. Thence running N65E59'37"W, 175.16 feet along the northerly right of way line of Governor's Highway to a point; Thence running N32E11'50"E,70.00'to a point; Thence running N07E43'56"W,260.02'to a point; Thence running N871;01'45"E,57.13'.to a point; Thence running S27E54'31"E,99.98'to a point; Thence running SOOE18'52"W,92.95 to a point; Thence running S36E45'58"E,83:50'to a point; j Thence running.S08E21'28"E,51.32'to a point; Thence running SOI E55'05"W,92.20'to the point and place of commencement. All courses 1 run along or through the lands now or formerly of the J.E.Shepard Company._ The drainage easement encompasses 36,873 square feet or 0.85 acre. AUG 20% ZD FOR 3 AT ,Os P.M t;cC4R0EfS1N$txtllt�''1DSOR 'a i ac r - C:\svindows\TEMI+leascment.doe '+� iCorres.(ttQ) I 1 j • i is s i t E Book:1156,Page:19 (bAgJ112/df 3) 2a •22,�,8:38=M 869..z45 0717 50dJTH WINrSOR P.2GE^'81 val. 5 G PAGE 9 nRAiNAGs eASElsxNT ;'(> _ _ 36.99 L MEN Y ft THESE PRESENTS, 4 of s ,C %✓�1 f� / i�,ai for the consideration of ONE COLLAR ($$1.00) ANO OTHER VALUABLE CONSIDERATIONS, received to her/his/it's full satisfaction of THE TM OF SOUTH WINDSOR, a municipal corporation chartered under the laws of the State of Connecticut, do qive, grant, bargain, sell and confirm unto the said TC,�jrr.�:,nC;dX_' , its successors and assigns forever, a perpetual right to lay, install, maintain, inspect, operate, construct, use, alter, repair, replace, and remove storm water or storm drainage systems and appurtenances thereto, in,-through, upon E. and over certain pieces or parcels of land as described.in Exhibit A. is within said parcel(a) described in Exhibit A, the Grantee, her/his/its successors and assigns, shall have the right to cut trees and bushes as may be convenient or necessary and to remove structures thereon, and to pass and repass with man and equipment, to operate equipment and install materials incidental to the construction of said storm water or storm sewer lines, storm water or storm sewer pip©s, or storm water or storm drainage systems and to excavate and fill, and, if necessary, to alter existing water courses or form embankments over said storm water or storm sewer lines, storm.water or storm sewer pipes, or etcrm water. or storm sewer drainage systems. The Grantor herein, for herself/himself/itself, hors/his/its successors and assigns, shall not erect or allow to be erected any immobile structures on said easements or rights-of-way and shall not plant or allow to be planted or grown any tress thereon or perform any work thereon within said easements or rights-of-way which may endanger or interfere with said line, pipe or drainage Systems. The Grantor herein for itself, its successors and assigns, reserves the right to herself/himself/itself, hers/his/its successors ' and assigns, to continue to use the land within which the aforesaid r easements or rights-of-way have been granted for any uses and purposes which shall not in any way interfere with the use thereof by the Grantee, its successors-and asaigns, .in fulfilling the purpose for which these easements or rights-of-way are granted. The Grantee herein, for itself, its successors and assigns, agrees to restore and maintain said premises in their original !� condition as nearly as possible commensurate with the above use upon the completion of any maintenance, operation, construction, roplacement or repair work in said easement or right-of-way areas. /�� � ��//p coo ?aT i Q: <..R.�,:... o ROM:�.t E tT'P C'O .41 y Jet 24 2000 08:42 660 645 0717 PAGE.C2 k i t i i f ( I S � l ( ( f l i. Book:1156,page:l9 (PA9V12?/5f 3) •E7/:?4'�?::'e�,.Via;33�M��,p E�4�L 0717 SOUTH WINDSOR p.339 22 . VOL. G PAGEThe o assigns, harmlessntee fromaandeagainstlanyhand all dama'gestoiproperty ord peradn caused by the construction and/or maintenance and repair of said sewer line. IN WITNESS WHEREOF, he Grantor has hereunto set its hand and seal this_./^day of Vic' Signed Sealed and. Delivered GRANTOR: in the Pr senoe fo l CUT 4� STATE OF CONNECTICUT) COUNTY OF MARTFORD } n t a--ZaLday og before me, • personally appoazed t i undersigned officei, satisfactorily ) t + .known to Me (or y proved.) o b the perso{1 whose name is subscribed to the within instrument and acknowledged that he executed the same for the purposes therein contained. In witness whereof I hereunto set my hand. gfiLC . .Rotary Public XY'CCommission Expires' .". Approved by Town Engineer Date: Approved by Town Manager Date: Received for Record Timo: VOLy PAGE (Town ler ) 10/27/93 R'L as 2OCC 09:47 EGO 5a? O 1^ « _E.2: T .. _. a f ( 1 3 i Book:1156,Page:19 Stormwater Management Plan Nomads Outdoor Aerial Park L008 Governor's Highway South Windsor, Connecticut t f _ vp Prepared by Isherwood Civil Engineering,LLC 58 Ordway Dr. South Windsor, CT 06074 Praj.#1057 November 25,2013 Tattle of Contents: Page## Introduction l Existing Conditions 1 Proposed Development l Peak Runoff control 1 Erosion/Sedimentation Control 1 Drainage Design i Conclusions 1 Appendices: Hydrographs (Rational Formula) A Introduction: The applicant is seeping site plan approval to allow for a proposed aerial parr. Existing Conditions: The 19 acre site is an undeveloped industrial lot containing a significant amount of-wetlands and a pond. The site is essentially flat with slopes occurring only to the banks of the drainage channel to the pond which bisects the parcel from south-east to north-west. Storm water running from the eastern portion of the site, along with runoff from the adjacent property to the east drains north-westerly through the site, into the existing drainage channel and into a pond located on the property.Runoff then continues off--site until it eventually joins Stoughton Brook. Proposed Development: The proposed development ofthe site consists ofthe construction of a 12'xW wooden shed, a gravel access drive with parking for 38 vehicles, and 2 bituminous spaces for handicap parking. The site has been designed to keep all elevations the same, and allow runoff to continue to sheet flow overland, and discourage the concentration of flours. Runoff from the gravel parking area will flow over a 2'stone filter which will promote infiltration for stormwater into the sandy soil. Runoff iNill continue to drain as it does today, and will enter into the existing pond on site. Peak Runoff Control: No measures have been taken to address peak runoff control. Erosion/Sedimentation Control Systems: An extensive erosion/sedimentation control plan has been developed as part of the site design. These measures include the following: 1. Installation of silt fence down-slope of disturbed areas. 2. Installation of silt fence around stockpiled materials. 3. Seeding and mulching disturbed areas as soon as practical during construction. 4. Installation of construction entrance pad. Drainage Design: The drainage design of the site has been completed utilizing a number of computer programs and generally accepted design. methods. The runoff from the site under developed conditions has been calculated using the Rational Method. Kydrographs are included in appendix A along with a topographic drainage area map. Conclusions: The existing pond on-site is expected to mitigate any potential storm-water quality impacts from the proposed development. Appendix A Hydrograph Summary Report Hydrat!oty Flydragraphs Extension for A;rtoC„AD`?7 C'.ivil 3[}fl 2011 by Autoacsk,Inr,_r8 H d. Hydrograph !Peak (Time 1 YITimeto �Hyd. Inflow �1Naxlmum t Total i Hydrograph No. type flow interval 1Peak Ivolume Ihyd(s) 'elevation j strge used Description j (origin) {cis) 1(-In) (min) {tuft) {ftj (tuft) 1 ? Rational 1 4.188 1 1 37 I 9.296 i l — ! -- E sf Runc f ++ 1 f } I 2 Rational 1 5.504 i 1 36 f 11,889 � Developed Runoff I � i � I � I 1 i 1 � f I f l i i j t i I � i ' 1 1 v i l l a j C:\ICE\9Q57 Nomads Outdoor Aerial Pa&g etum Period.2 Year Sunday, Nov 24,2013 Hydrograph Summary Report Fi}8raflow 1-tydrographs Extension for AuloCADO i;ivlti 3138 2011 by Autalesk,Inc.v8 Hyd. Hydrograph Peak Time Tlme to Hyd. tn8ovr Maximum Total Hydrograph No. type now interval Peak volume hyd(s) elevation strge used Description (origins WS) (mm) (min) (tuft) {ft) (cull) 1 Rational 5.901 1 37 13,101 -- __ EAsting Runoff i 2 Rational 7.745 1 36 16,729 -- Developed Runoff i i 1 i� I I I I i I C:\ICE17057 Nomads Outdoor Aerial Park-g etum Period: ID Year Sunday, Nov 24,2013 ' Hydrograph Summary Report Hyrimflaw Hydrograp hs Extension for AufoCAND Civil 3M 2011 by Rutodesk,Inc.v8 IHyd. Hydrograph Peak Time Time to Hy& Maw Maximum Total Hydrograph No. type now interval Peak volume hyd(s) elevation sb W used Description (or►on) (Cft) (rain) {min) (CUM (fl) (CUM 1 Rational 6.925 1 37 15,374 — — Existing Runoff 2 Rational 9.085 1 36 19,623 --- — Dever Runoff I i 1 i I LCA CE11057 Nomads Outdoor Amial Park. u+Retum Period:25 Year Sunday,Nov 24,2013 Hydrog raph Summary Report Hydraflow HydroWapft Extension for AutoCAM CM 3130 2011 by Autodesk,Inc.v8 Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph No. type flow Interval Peak volume hyd(s) elevation sfrge tised Description (origin) (S) (rninl 0") (CUM (it) tom) 1 RaUonal 7.724 1 37 17,147 E-6sUM Runoff 2 Rational 10.13 1 36 21,881 — Developed Runoff I I f i i 1 C.UCE\1057 Nomads Outdoor Aerial Park.g twin Period;50 Year Sunday,Nov 24,2013 Hydrograph Summary Report Hydrafkw ti,&ngapim Edon far AukCAM CM 3END 2011 6y Autodesk,Inc.v8 Hyd. Hydrograph Peak Time Tithe to Hyd. 6efiowt Matdmurn Total Hydrograph No. type flour interval Peak voksm hyd(s) elevation strge used Description (origin) (Cfe) (ram+) (min) ( 3 ( ) (CUM 1 Rational 8.518 1 37 18,9fo Existing Runoff 2 Rational 11.17 1 36 24,127 Runoff I i r-cl, CE11D57 Nomads OtAdoor Aerial Park.g tam Period: 100 Year Sunday,Nov 24,2013 TR55 Tc Worksheet Hydraflow Hydrographs Extension for AutoCAM CM Hyd. No. 1 Existing Runoff Description A B C Totals Sheet Flow Manning's n-value = 0.170 0.000 0.011 Flow length (ft) = 300.0 0.0 0.0 Two-year 24-hr precip. (in) = 3.20 0.00 0.00 Land slope (°!o) = 1.00 0.00 0.00 Travel Time (min) = 34.41 + 0.00 + 0.00 - 34.41 Shallow Concentrated Flow Flow length (ft) = 100.00 120.00 120.00 Watercourse slope{°le) = 1.00 1.70 2.50 Surface description = Unpaved Unpaved Unpaved Average velocity(ft/s) =1.61 2.10 2.55 Travel Time (min) = 1.03 + 0.96 + 0.78 2.77 Channel Flow X sectional flow area (sgft) = 0.00 0.00 0.00 Wetted perimeter(ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ftJs) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 Total Travel Time,Tc.............................................................................. 37.00 min i Hydrograph Report Hydraflow Hydrographs Extension for AutoCADE)Civil 3D@ 2011 by Autodesk,Inc.A Sunday,Nov 24,201: Hyd. No. 1 Existing Runoff Hydrograph type = Rational Peak discharge = 4.188 cfs Storm frequency = 2 yrs Time to peak = 0.62 hrs Time interval = 1 min Hyd. volume = 9,296 cuft Drainage area = 7.400 ac Runoff coeff. = 0.24* Intensity = 2.358 in/hr Tc by TR55 = 37.00 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)_[(0.300 x 0.90)+(5.300 x 0.25)+(1.500 x 0.10)+(0.300 x 0.15)]/7.400 Q(cfs) RX TTo Rn°e ff Q(Cfs) 5. 5.00 I I I 4.01) 4.00 i 3• 3 00 2. 2.00 1 1.00 0_ .0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1100 ""' Hyd No. 1 Time(hrs) Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3130 2011 by Autodesk,Inc.v8 Sunday,Nov 24,201: Hyd. No. 1 Existing Runoff Hydrograph type = Rational Peak discharge = 5.901 cfs Storm frequency = 10 yrs Time to peak = 0.62 hrs Time interval = 1 min Hyd. volume = 13,101 cuft Drainage area = 7.400 ac Runoff coeff. = 0.24* Intensity = 3.323 in/hr Tc by TR55 = 37.00 min OF Curve = Hydro2002.IDF Aso/Rec limb fact = 1/1 Composite(Area/C)_[(0.300 x 0.90)+(5.300 x 0.25)+(1.500 x 0.10)+(0.300 x 0.15)]/7.400 Q(cfs) tT�IPT Rweffar Q(cfs) 6. 6.00 5. 5.00 4.011 4.00 3.01 3.00 2 — - — __ 2.00 1 1.00 0. .0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1100 —"' Hyd No. 1 1ime(hrs) Hydrograph Report Hydraflow Hydrographs Extension for AutoCADO Civil 3D®2011 by Autodesk,Inc.v8 Sunday,Nov 24,201' Hyd. No, 1 Existing Runoff Hydrograph type = Rational Peak discharge = 6.925 cfs Storm frequency = 25 yrs Time to peak = 0.62 hrs Time interval = 1 min Hyd. volume = 15,374 cuff Drainage area = 7.400 ac Runoff coeff. = 0.24* Intensity = 3.899 inlhr Tc by TR55 = 37.00 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 'Composite(Area/C)=f(0.300 x 0.90)+(5.300 x 0.25)+(1.500 x 0.10)+(0.300 x 0.15))/7.400 Q (cfs) FT j 0 1'-�ea Q (cfs) 7. _ 7.00 6. 6.00 4. or 4.00 3. 3.00 2. 2.00 1. 1.00 0' 0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1. -00 Hyd No. 1 Time(hrs) Hydrograph Report Hydraflow Hydrographs Extension for AutoCAM Civil MOD 2011 by Autodesk,Inc.v8 Sunday,Nov 24,201, Hyd. No. I Existing Runoff Hydrograph type = Rational Peak discharge = 7.724 cfs Storm frequency = 50 yrs Time to peak = 0.62 hrs Time interval = 1 min Hyd. volume = 17,147 cult Drainage area = 7.400 ac Runoff coeff. = 0.24* Intensity = 4.349 in/hr Tc by TR55 = 37.00 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area1C)_[(0.300 x 0.90)+(5.300 x 0.25)+(1.500 x 0.10)+(0.300 x 0.15)]17.400 Q(cfs) Rvj Non�=Rg Year Q(cfs) 8-011 8.00 i i 6. 6.00 4.00 2. 2.00 0' 0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1100 �" Hyd No. 1 Time(hrs) Hydrograph Report Hydraflow Hydrographs Extension for AatoCAM civil 3DQD 2011 by Autodesk,Inc.v8 Sunday,Nov 24,201; Hyd. No. 1 Existing Runoff Hydrograph type = Rational Peak discharge = 8.518 cfs Storm frequency = 100 yrs Time to peak = 0.62 hrs Time interval = 1 min Hyd. volume = 18,910 cult Drainage area = 7.400 ac Runoff coeff. = 0.24* Intensity = 4.796 in/hr Tc by TR55 = 37.00 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 'Composite(Area/C)=j(0.300 x 0.90)+(5.300 x 0.25)+(1.500 x 0.10)+(0.300 x 0.15))/7.400 Q(cfs) ! PP?-- 9Vefar Q WS) I 10. ' 10.00 Af 1 $ 8.00 i 6. 6.00 4. 4.00 2 2.00 0. .0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1Y'00 Hyd No. 1 Time(hrs) TR55 Tc Worksheet Hydraflow Hyd"raphs Extension for AutoCAD®Civi Hyd. No. 2 Developed Runoff Description A B C Totals Sheet Flow Manning's n-value = 0.170 0.000 0.011 Flow length (ft) = 300.0 0.0 0.0 Two-year 24-hr precip. (in) = 3.20 0.00 0.00 Land slope (%) = 1.00 0.00 0.00 Travel Time (min) = 34.41 + 0.00 + 0.00 = 34.41 Shallow Concentrated Flow Flow length (ft) = 100.00 110.00 26.00 Watercourse slope{%) = 1.00 1.70 2.00 Surface description = Unpaved Unpaved Paved Average velocity (ft/s) =1.61 2.10 2.87 j Travel Time (min) = 1.03 + M87 + 0.15 - 2.06 i Channel Flow X sectional flow area (sgft) = 0.00 0.00 0.00 Wetted perimeter(ft) = 0.00 0.00 0.00 Channel slope (%) = 0.00 0.00 0.00 Manning's n-value = 0.015 0.015 0.015 Velocity (ft/s) =0.00 0.00 0.00 Flow length (ft) ({0})0.0 0.0 0.0 Travel Time (min) = 0.00 + 0.00 + 0.00 = 0.00 TotalTravel Time,Tc.............................................................................. 36.00 min Hydrograph Report Hydraf9ow Hydrographs Extension for AutoCAD®Civil Ma 2011 by Autodesk,Inc.v8 Sunday,Nov 24,201: Hyd. No. 2 Developed Runoff Hydrograph type = Rational Peak discharge = 5.504 cfs Storm frequency = 2 yrs Time to peak = 0.60 hrs Time interval = 1 min Hyd. volume = 11,889 cuft Drainage area = 7.400 ac Runoff coeff. = 0.31* Intensity = 2.399 in/hr Tc by TR55 = 36.00 min OF Curve = Hydro2002ADF Asc/Rec limb fact = 1/1 Composite(Area/C)=j(0.900 x 0.90)+(5.000 x 0.25)+(0-900 x 0.10)+(0.300 x 0.15)+(0.300 x 0.30))/7.400 Q(cfs} JOADX.9offN00P�2 Year Q(cfs) 0 6.00 I 5 5.00 i f 4.0( 4.00 i 3AN 1 3.00 2- 2.00 1.00 0' 0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1100 Hyd No. 2 Time(hrs) Hydrograph Report Hydraflow Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Sunday,Nov 24,201: Hyd. No. 2 Developed Runoff Hydrograph type = Rational Peak discharge = 7.745 cfs Storm frequency = 10 yrs Time to peak = 0.60 hrs Time interval = 1 min Hyd. volume = 16,729 cuff Drainage area = 7.400 ac Runoff coeff. = 0.31* Intensity = 3.376 in/hr Tc by TR55 = 36.00 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 1/1 *Composite(Area/C)_[(0.900 x 0.90)+(5.000 x 0.25)+(0.900 x 0.10)+(0.300 x 0.15)+(0.300 x 0.30)]17.400 Q(cfs) ?ed��4oT Yea tf Q(cfs) 8- 8.00 j i i 6• 6.00 4• 4.00 2. 2.00 0' 0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1. .00 —'— Hyd No. 2 T1me(hrs) Hydrograph Report Hydra#low Hydrographs Extension for AutoCAD®Civil 3D®2011 by Autodesk,Inc.v8 Sunday,Nov 24,201: Hyd. No. 2 Developed Runoff Hydrograph type = Rational Peak discharge = 9.085 cfs Storm frequency = 25 yrs Time to peak = 0.60 hrs Time interval = 1 min Hyd_ volume = 19,623 cult Drainage area = 7.400 ac Runoff coeff. = 0.31* Intensity = 3.960 inlhr Tc by TR55 = 36.00 min OF Curve = Hydro2002.IDF Asc/Rec limb fact = 111 *Composite(Area/C)_[(0.900 x 0.90)+(5.000 x 0.25)+(0.900 x 0.10)+(0.300 x 0.15)+(0.300 x 0.30)]17.400 1 DD R Q(cfs) FlecY o R2ed25 Tear Q(cfs) 10.03 10.00 i i I 8.00 8.00 6- 6.00 4. 4.00 2- 2.00 0_/.00.2 0.3 0.5 0.7 0.8 1.0 1.2 1. .00 Hyd No.2 Time(hrs) Hydrograph Report Hydratlow Hydrographs Extension for AutoCADO Civil 3D®2011 by Autodesk,inc.v8 Sunday,Nov 24,201: Hyd. No. 2 Developed Runoff Hydrograph type = Rational Peak discharge = 10.13 cfs Storm frequency = 50 yrs Time to peak = 0.60 hrs Time interval = 1 min Hyd, volume = 21,881 cult Drainage area = 7.400 ac Runoff coeff. = 0.31* Intensity = 4.416 in/hr Tc by TR55 = 36.00 min OF Curve = Hydro2002.1DF Asc/Rec limb fact = 1/1 "Composite(Areaic)_[(0.900 x 0.90)+(5,000 x 0.25)+(0.900 x 0.10)+(0.300 x 0.15)+(0.300 x 0.30))f 7.400 I pp a QQii2T Q WS) Fle O d ea ff Q(cfs) 12. 12.00 i i 10• 10.00 i 8• 8.00 6• 6.00 4- 4.00 2. 2.00 0. .0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 1 100 Hyd No. 2 1ime(hrs) -Hyd rog ra ph Report Hydraflow Hydrographs Extension for AutoGADO Civil 3D®2011 by Autodesk,Inc.v8 Sunday,Nov 24,201: Hyd. No. 2 Developed Runoff Hydrograph type = Rational Peak discharge = 11.17 cfs Storm frequency = 100 yrs Time to peak = 0.60 hrs Time interval = 1 min Hyd. volume = 24,127 cult Drainage area = 7.400 ac Runoff coeff. = 0.31* Intensity = 4.869 in/hr Tc by TR55 = 36.00 min OF Curve = Hydro2002.IDF Asc[Rec limb fact = 1/1 *Composite(Area/C)_[(0.900 x 0.90)+(5.000 x 0.25)+(0.900 x 0.10)+(0.300 x 0.15)+(0.300 x 0.30))/7.400 Q(cfs} ff R TIVO'Z—d1�ti�(ear Q WS) 12. 12.00 I I 10. 10.00 i 8M 8.00 6.00 6.00 4. 4.00 2. 2.00 0_ 0 0.2 0.3 0.5 0.7 0.8 1.0 1.2 U 00 Hyd No_ 2 Time(hrs) PLANNING DEPARMENT IN-HOUSE REFERRAL FORM DATE: 11/25/13 TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond, Walter Summers, Jeff Doolittle Ray Favreau, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin, John Caldwell, Dennis Sheridan FROM: Michele Lipe, AICP, Town Planner The Planning&Engineering Departments have received plans for the following projects: Appl 13-55P, Nomads Outdoor Aerial Park Location: L009 Governor's Highway(North side of Governor's Highway, westerly of Route 5) ® Site Plan ❑ Subdivision No. Acres Zone I ❑ Industrial ® Commercial ❑ Residential No. Lots/Units Water: ❑ Public ❑ Private Well Sewerage: ❑ Public ❑ Septic System Project Description: Outdoor aerial park Future Town-owned property involved? ❑ Yes ® No ❑ new street(s) ❑ new detention area ❑ new open space/recreation area ❑ active ❑passive Planning Department notes: Please comment by 12/6/13 and return to the Planning Department. op � �f E � �61.1)� p 6 UT7 uJ i N.DS 6 �-o V r 14 w�. G�es�o�s P c � f yLozuJ� Z�L tt�6 il d G(J��rZJ ,��,QS1-� GCrfiCrzti�J�.A �C�o 6tJ-Lak - - - — --- -- 4-,a_e e�_ s � yy TT�- - - _ o o � 3 AL L__ D,1� 13 , s r ; Isherwood Civil Engineering THANSH1MAL 58 Ordway Dr. December 6, 2013 S.Windsor, CT 06074; (860)640-4064 To: Michele Lipe,Senior Planner South Windsor Town Hall 1540 Ellington Rd. S.Windsor, CT 06074 Re: Nomad's Outdoor Aerial Park;South Windsor Entertainment LLC, L008 Governor's Highway Contents: 7 sets of plans(Revision 12-6-13) 1 copy of property deed and easement copies of certified mail receipts Plans have been revised to address town staff comments received to date. Revisions include addition of note#3 on site plan pertaining to removal of existing trailers and equipment from western portion of site.Sheet C-113 has been introduced to show this location.We have increased the radii of the grass island and adjusted the limits of the gravel driveway accordingly.We've increased the width of pedestrian walkway to 6'. Plans also reflect a metal gate at two locations.A detail for the metal gate and pedestrian walkway have been added. Private property/No trespassing signs are now specified at intervals along the north-western boundary. Plans now identify the lot as 240 Governor's Highway. The application is scheduled for a public hearing before the Planning&Zoning Commission at their December 10,2013 meeting. Please review all material and let me know if you require any additional information.Thank you. Karen I erwood, P.E., Principal cc:C. Doug Nation RECEIVED DEC SOUTH WINDSOR PLANNING DEPT. Appl #13-55P, Nomad's Outdoor Aerial Park Special Exception and Site Plan Modification PH 12/10/13 Planning Department Report 1. Request for special exception to section 7.1%► nd a site plan to allow an outdoor aerial park including zip lines, on property located at 2?!QD Governor's Highway, I zone. The applicant intends to use approximately half of the existing parcel. 2. The PZC had previously determined that use would be considered as an outdoor recreation facility which is permitted by special exception and site plan approval in industrial zones. 3. Applications for special exceptions may be approved if the Commission determines that: • The proposal is consistent with the goals and objectives of the Plan of Conservation and Development. • The application has met the requirements of the zoning regulations. • The land is physically suited to the proposed use. • Minimal, if any, adverse environmental impacts are created. • No traffic or other hazards will be created. • The impacts on the capacity of the present and proposed utilities, street, drainage systems, sidewalks, and other elements of the infrastructure will be minimal. • There will be minimal or no adverse effects on existing uses in the area. • Surrounding property values will be conserved. • The character of the neighborhood will be maintained or minimally disrupted. • The general welfare of the community will be served. • There is a balance between neighborhood acceptance and community needs. • His ro�c factors are adequately protected; or due consideration to preservation of histq v,factors has been demonstrated. • The overall physical appearance of the proposed development is compatible with surrounding development and the Commission's goals for the neighborhood/corridor. • The arab' `ectural design is aesthetically pleasing and blends well into the surrou i�ng area. 1 The Commission may impose additional conditions in accordance with these regulations in order to ensure that all applicable criteria enumerated above are satisfied. 4. This property is entirely surrounded by industrially zoned land. 5. The proposed activities include: aerial forest trails and zip lines. The applicant has provided a site layout and a narrative detailing various aspects of the outdoor uses and hours of operation. 6. This will be a seasonal operation running from Aril 1 st through Thanksgiving. The proposed hours of operation proposed are: during the spring and fall months M-F 2 PM to dusk and Sat and Sun 9 AM—dusk. During the summer months they propose M- Suis 9 AM— dusk. Any noise emanating from the site would have to comply with the town's noise ordinance. 7. The site plan shows the proposed structures and parking layout on site. The gravel access drive will have a one way circulation pattern around the site. Forty spaces have been shown for employee and customer parking. Lighting for the parking area has been provided. 0 ) 10, eet, - 8. It is the applicant's intent to have patrons park at the Revolutions site on Bidwell Road and there will be a shuttle service to transport folks to and from their property. Additional parking is available at property at 195 Governor's Highway for the use by Revolutions. 9. Sanitary facilities needs are being addressed with port-a-potties. A dumpster is shown on a concrete pad and screened. A gate has shown at the entrance to prohibit access after hours. 1 O.Any other outdoor activities would require addition approval from this Commission. 11.In reviewing the aerial, the western portion of this site has had a history of being used for trailer and equipment storage. This has been the subject of a zoning violation; and has not yet been fully resolved. Staff would recommend an approval condition that states that the remainder of the site has to be cleaned up (subject to the zoning officer approval) prior to the opening of the facility. If this application is approved, the Planning Dept requests no additional approval modifications. 2 SOWN SF4 ?d&U&Ot fi 4 w` 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 Sox-co TELEPHONE (860) 644-2511 CERTIFIED MAIL 7011 1570 0000 6337 4335 January 14, 2014 Mr. C. Douglas Nation South Windsor Entertainment, LLC 100 Bidwell Road South Windsor, CT 06074 Dear Mr.Nation: Re: Appl. 13-55P,Nomads' Outdoor Aerial Park Special Exception/ Site Plan of Development, L008 Governors Highway We are pleased to advise you that the Planning & Zoning Commission voted on January 7, 2014 to approve with modifications the above referenced application for a special exception to Section 7.1 l.A and a Site Plan of Development to allow an outdoor aerial park including zip lines. This approval is for the Nomads' Outdoor Aerial Park on property located at L008 Governor's Highway (to be known as 240 Governor's highway), I zone, as shown on plans prepared by Isherwood Civil Engineering, dated November 25, 2013 as revised. This approval is subject to the following modifications: 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. A landscape bond in the amount of$1000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. If a State Traffic Commission certificate is required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 12. This facility can not open until the western portion of the site has been cleaned up and all equipment trailers have been removed (which are currently a zoning violation) are removed from the site. 13. Any additional recreational activities would require further approval from this commission 14. This will be a Non-Smoking facility except for a specially designated area to be located on stone/asphalt or concrete. Black and white transparent mylars of sheet VI-1, V1-2, C-IA and C-1B 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. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exception will take effect upon filing. Sincerely, r- Bart Pacekonis, Chairman Planning and Zoning Commission BP/llz cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Karen Isherwood, Isherwood Civil Engineering I, Bart Pacekonis, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on January 7, 2014 the Planning and Zoning Commission granted to Mr. C. Doug Nation, South Windsor Entertainment LLC, a Special Exception to Section 7.1 LA of the Zoning Regulations to allow an outdoor aerial park including zip lines, Appl. 13-55P, Nomads' Outdoor Aerial Park, on property located at L008 Governor's Highway (to be known as 240 Governor's Highway), I zone, as shown on plans prepared by Isherwood Civil Engineering, Project No. 3370 as revised. 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. A landscape bond in the amount of$1000 is required and must be submitted prior to the issuance of a certificate of occupancy if work is not completed. 4. All bonds must be in one of the forms described in the enclosed Bond Policy. 5. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 9.1.3 of the Zoning Regulations. 6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 7. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 8. The building street number must be included on the final plan. 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 10.All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 11. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued(per CGS §14-311). 12. This facility can not open until the western portion of the site has been cleaned up and all equipment trailers have been removed (which are currently a zoning violation) are removed from the site. 13. Any additional recreational activities would require further approval from this commission. 14. This will be a Non-Smoking facility except for a specially designated area to be located on stone /asphalt or concrete The special exception will take effect upon filing of this form. The special exception will take effect upon filing of this form. GIS Pin 3690L008 Property Description: see attached OWNER OF RECORD: The J. E. Shepard Company Dated at South Windsor, Connecticut this 14th day of January, 2014. In accordance with CGS Section 8-3d Chairman Bart Pacekonis Planning&Zoning Commission Received for record this day of , 200 , at South Windsor, Connecticut ATTEST: ' t Commencing at a point on the northerly line of Governorrs Highway, Whi-oh paint f s 370. 23 feat wosterly of the Intersection of the north r2 sin of Gcavernar's I ighway with the weste%gy line of z3nute 5i thence running westerly along the na.rtherly, line of Guvernorre Highvtsy a , distance of 485. 00 feet tQ a'poi.nt; thOnae continuing westerly along', the nbrtherly Tina of Governor to Highway at do angle of 1goo 55r with the last described line a distance of B7 � feet to a point, thence continuing westerly a1ang the northerly line of Governor's Highway• . at an angle of 1840 221 with the last described line a disfartee of .I93, 87 . feet to a point; thence continuing westerly along the northerly line of Governor's Highway at an angle of 1760 171 with the .last described sine a distance of 320. 30 feet to a point, thence continuing westerly along the northerly ,lime of Governores Highway at an angle of 1750121 with the last described line'a distance of 330. 27 feet to a point; thence ` continuing westerly along the northerly �lne of Governor's i�ighw r . at an angle of 182 19�f with the last described+line a distance of 161, 75 feet to a point; thence running northerly at an anglo of 78°. 38 ' with the .last described line along land now or formerly of .Marcia ner,xAr z �ia �, �.� �►� na l,_, r+-- ». .01M o 7 r, 288 yeti cv a paint; xhenGw$ cpntirtuirtg northerly at an axtgle of 2000 441 with tktr last described UnO ZOO land now or formerly 0� said ,Marcia. Serger a,distance of 340. 37 .feet to a point in the southerly line of land now or for- rnerlyrof ,Alice and 1; Helen 'Whaler}; thence running easterly along thQ o�#hr;t�ly ilne of said inrid now or f0rm0rly of Alice and Holen Wh,'110 x at -1111 ilnglo of 630 09, with the last described line n distance . of ii5, 00 feet to a tn0reAtane; thence run' nine; they northerly easterlyy litte,of said land now or fOrnrorly of All cc at along ng Whalen at an angle at 2910 45' with the Wit described line a distance of ' 87. 50 feet# .more. or leras, to a ,merestone; thence running easterly along the southerly line.of land now or formerly Of William . Moore at an angle of 860 39, with the last described lute a distance of 10 086, 84 feet to a merestone marking-the southeasterly corner of said land now or formerly of, the william ii; MOD-re Silitate curd the southwesterly corner of land now or forinerly of Harry and 4dith Goldberg; 'thence continuing easterly along the southerly line of said land now or formar'ly 'af Larry and Faith Goldberg at an�ajj le. of 180, 281 with the cast described line a distance of 632, 85 foet td a Point; thence running southerly along the WeAterly line of other land of the Grantors at an angle of 080 10, with the ,last descrlWd line a dlfstnne'a of 494. 54 feet to the point or place of beginning, Said pre- . , rni'les dOntain 29, 44 acres;. and being a portion of the premises Conveyed to the Grantore herein by deed of mal,cla EP Bergear dated May 0, 1880,E ,and recorded_in Valurne 78 M page 186 of the South Windsor Land Re cor►ds e 10 3fq< ~ J G 4 m . 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 — February_7,_2014_ Craig D. Nation South Windsor Entertainment, LLC 100 Bidwell Road South Windsor, CT 06074 Dear Mr.Nation: Re: Preconstruction Meeting for Appl. 13-55P,Nomads' Outdoor Aerial Park IN ATTENDANCE Name Company E-MAIL Phone number Michele R. Lipe SW Planner michele.li e southwindsor.or 644-2511 x252 Jeffrey Folger SW Planning 'effre .fol er southwindsor.or 644-2511 x229 Jeffrey Doolittle SW Engineering jeffrey.doolittlea southwindsor.or 644-2511 x245 Doug Nation South Windsor cnation521@aol.com 860-982-7500 Entertainment, LLC 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, Senior Environmental Planner for inspection when measures are in place, prior to commencement of site work or if any problems/concerns arise during construction at 860-644-2511 Ext. 229. 2. All topsoil stockpile areas to be protected (ringed with haybales or equal). 3. During construction a crushed stone tracking pad may need to be installed and maintained to minimize tracking of dirt/gravel on to Governors Highway. Calcium chloride or water is to be used for dust control as required. 4. Install a 50 foot long stone anti-tracking pad in the driveway off Governors Highway and hay until the gravel driveway to be installed. Public Works 1. Two 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 on site with inspections and testing per Developers Checklist for the following: a. After site is staked out b. Preparation of subgrade, gravel base and compaction tests as per Developer's checklist 3. No subgrade formation/base in frozen ground/snow. 4. An as built plan will be required for the improvements to the site prior to the opening of the facility. 5. As built plans are to include driveway, parking, and horizontal and vertical location of all utilities. 6. Any problems and/or questions regarding construction of this project will be directed to Doug Nation in the field at phone 860-982-7500. 7. Job meetings will be held as needed, and can be called by the developer or Town. 8. Seventy-two (72) hours' notice needed for certificate of occupancy / zoning compliance inspection and a$35 C.O. inspection fee is due at that time. 9. 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. 10.Normal hours of operation 7:00 a.m. —5:00 p.m.,no work on Sunday. 11. A street cut permit is needed for the new driveway. Planning Department 1. The landscaping bond of $1000 will be required prior to the issuance of the certificate of occupancy. Mylar to go on file prior to issuance of building permit. 2. Sign permits are required for all temporary and permanent signs. SNET/NU 1. Contact utilities for coordination of utilities connection. 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. 3. Barns, garages, and outbuildings, 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 Police Services. Building Department 1. Plan review with Building Official/Fire Marshal required prior to application for building permit. Coordinate with Chief Building Official. Very truly ;ours, Michele R. Lipe,AICP Town Planner MRL/llz cc: Jeffrey Doolittle, Town Engineer Bernie Drabek, Engineering Inspector Christopher Dougan, Chief Building Official Walter Summers, Fire Marshal CL&P SBC/SNET PRECONSTRUCTION MEETING SIGN -IN SHEET (please print clearly) NAME COMPANY ADDRESS and / or EMAIL TELEPHONE ��f c r7 i® �✓ r=S ��d SJ c C t �, �.. ✓-�� £ Fa -��'3 -7 �c c7 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: A_ -GHANGE ORDER CONTACT PERSON AWL / Phone No. `' ,C f j u Address Site Name ?,) ;�!rG✓ / ./� ll� -�`Y��' ) P&Z No. �3"5 Owner 1_1s t F` t1 � (0 Phone No.— Contractor 4�^ Signature of Owner Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) - - 1 T Reason for Change: (Why is change required) APPROVALS: (As RequALred) Dir-. Of Planning ;_ ,,� Date: tl112 1Y Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: r � White - Town Engineer Yellow - Applicant Pink - Director of Planning r N/F JD/A REAL Ty, LL C 8'X]2' SECURE /'/ 7860 STORAGE ( V OL PC 2921 PORTOLETS CONTAINER V (TO BE SCREENED) 12'X16' WOODEN KLOTER SHED (TYP.) 4' CANOPY e.4'.5 r- ,,• (1.75'NORTyEAST OF (OFFICE TICKETS X�S! o.3B'SOW2W PROPGWY LINE) / /VENDING) OPER7Y UN ROP. HANDICAP PARKING SIGN 25' —— ——— —— IDERAIL (^'20.t LF) \ — — 315 . \ -------PROP- — — — ---BITUMINOUS PVMT '--�••r.,,� (, AT HANDICAP PARKING; 21 , 2r 5. 10. a. e' 5 (3]'X18') (SEE DETAIL) If 26 40 PARKING oND >ER ETE 20 I _LSPACES pi ; PAD;SCREENED (SEE DETAIL) ' 18' rl 24 SHUTTLE BUS DROP OFF/PICK UP A- AREA ROP. GRAVEL DRIVEWAY do LOT / (SEE DETAIL) 1 60' 1 i WL FLAG 21 / g� GiO�9yo � 6' STONE DUST p APPROVED EQUAL) PEDESTRIAN PATE{ 1 / ,PROP. SIGN 2' STRI 20 (KEEP RIGHT) ® `TER (TyP) R�25 PROP. TENT(S) 30'tX60'f (SEASONAL) o' ® 00, PROP. SIGN T11 (ONE WAY/D NOT ENTER) OF,q \\ \\ 24' If,, HEADWALL ` \ 6'CLAY INV 54,J8 s I 8 CLAY IN I 8'CLAY 1 6"CLAY ' t 8 APPROX. LOC. ® oI PROP. SIGN 24 SF MAX 5 HT. MAX.- PROP. GATE AT DRIVEWAY DUH 56.6, —ROP. --- i 1 20' DRIVEWAY APRONOUS ONLY -- CB 1 I 1F 62.94 j j ASEMENV 1 1 \ ' 1 2 --- low S� /�n !! ,y TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON IVA O Phone No.� � 9pZ -7660 Address P-0-80x 4 is E•Wai w ]; (� Site Name jomodh; 6eliot 110fk P&Z No. Owner T.C. S p d0 , Phone No. (� 9�Z-7� Contractor Signature of Owner Date: Signature of Design Engr { Date: S 1 CHANGE: (Describe location and nature of change. Include Four (4) copies of la,n/profile of Change. ) Rr G(YI ZD 4 t a G G k-ec r� a� �i �Pssa r�l. T i V v --- Reason for Chan e: (Why is change required) APPROVALS: (As Required) Dir.. Of Planning t n Date: Town Engineer Date:_ Dir. of Public W" ks Date: Other: Date: STAFF COMMENTS: 7 White - Town Engineer Yellow - Applicant Pink - Director of Planning ZONING DATA BLOCK ZONE: INDUSTRIAL (1); USE: RECREATIONAL FACILITY PI ALLOWED/REQUIRED PROV./PROPOSED TOTAL PARCEL AREA 30,000 SF min. 848,842f SF LOT FRONTAGE 100 FT. 1790f FT. LOT DEPTH 150 FT. 488f FT. FRONT YARD 35 FT. 35 FT SIDE YARD 10 FT. 15 FT REAR YARD 25 FT. 25 FT IMPERVIOUS COVERAGE 65% 3.2% (3.6% COP ) LOT COVERAGE 50% 0.03% HEIGHT 40 FT. < 40 FT PARKING: 120 HARNESSES AVAILABLE AT SITE 1 SP/3 HARNESSES = 46--BP S- (55 spaces CO#1 4/15/14) LAND � . REQUIRED = 10% OF PARKING AREA = 1,730 SF PROVIDED = 4,450+ SF (25%f) i ,'Y L l C General Notes NOTES: l " l v L_-/ i. CONTRACTOR SHALL CONTACT"CALL BEFORE YOU DIG"FOR UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF G`�v CONSTRUCTION: 1-800-922-4455. �\A2. WETLANDS FLAGGED BY HIGHLAND SOILS.LLC \\� OCTOBER 21,2013. >(ese / J— \ --7'�`% ---------- \\ - e X-- \ -- `--- — --- -------- i \ I / BITUMINOUS PVMT 1 *y \ \ - __ AT HANDICAP PARKING; --- \\ \ \ 66.0 (31'X18') (SEE DETAIL) --------------- %' `..# ! — — PARKING 65.7 66.2 SPACES , ----- 25 - - l % ROP. GRAVEL ------- - -- ' \ -' % / 66.7 DRIVEWAY & LOT I (SEE DETAIL) SLOPE VARIES: I 65 75 (GRADE TO DRAIN; S= % MIN.) TEMP. i 6.45' TOPSOIL s9 4 6 6 ' 66 2 STOCKP 6•g 6 3 I OWNER — 5., / 1E6 ' 7. I J E SHEPARD CO 6 --I�C /` I C/O C. DOUG NATION P.O.BOX 415 i VY ORWAY M LE (TYP. OF 4) i EAST Faso 9HILL. 2 7500 06028 i22 µ Ci 2" MIN. CALI R 1 yf W / , APPLICANT: I� I _,. — _ — / 66.6 10' MIN. HT. `' I I II 1 ' i SOUTH Cl/OSCR DOUG NATION ENTERTAINMENT,ELL xy •1 ,I \ / / ' 1 100 BIDWELL ROAD SOUTH (860)D982-50oSOR,CT sm4 6' STONE DUST (OR _ ... 1 i i / PPROVED EQUAL) ... f DESTRIAN PATH 1 6.7 i F , a V' 1 WF 1 64.9 65.55 `� Z 2 S�TpfO- 64.5 ,65,9 ` r / ILTER YP.) 65.4 77 R34 XISTING TREELINE 64 6g G 1 6k� ROPOSED TREELINE Revision/Issue Date \ / � Ei 4 1 I 2 63.09 ISHERWOOD r4.5 I CIVIL \>Z \\ ; ENGINEERING SOUTH CT 06074 Q (✓360)640-4040-4064 _ 1,61 1 dsciviLcom 61-16 o TOPOGRAPHIC/UTILITIES& O1 1 1/2" BITUMINOUS CON REl`€� CLASS II SURFAC COURSE =' / / ! ` ° O ° �! 65 ° O ° O i EROSION&SEDIMENTATION PER CT DOT M.04 is s1 i� % - L o 0 0 ° 1 CONTROL PLAN vF WF \ rf f \ %� I PREPARED FM' \\� ` 64,4 6" PROCESSED AGGREGATE � IV�NIAl1S OLITDOOR O2 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE �/ 6�• 11 6" sue-BASE-3" STONE ; PA RK (PER CT DOT M.04) \ (BANK RUN GRAVEL) 1 24000VFIAL PAIGK �3 3" PROCESSED AGGREGATE BASE PER CT DOT M.05 \\ SILT FENCE (TYP.) I SOUTH VANOSOR.CONNECTICUr MIRAFI 60OX WOVEN 1 \ POLYPROPYLENE GEOTEXTILE 1 ® 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02 14 1 °' 1057 eP` 1 NOTE: SLOPE = 1.0% MINIMUM; 2.0% MAXIMUM AT HANDICAP SPACES al GRAVEL LOT DETAIL ! a°,° NOT TO SCALE April 15, 2014 co 1 PRIVATE PAVEMENT CROSS—SECTION Seal 1'•=40' ( NOT TO SCALE N. BOND TRANSMITTAL DATE: April 22, 2014 APPLICANT NAME South Windsor Entertainment LLC ADDRESS P.O. Box 375 East Windsor Hill, CT 06028 PROJECT LOCATION/ADDRESS LOT LOOK Governors Highway SUBDIVISION Nomad' s Adventure Quest / Revolutions / Outdoor Aerial Park P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-55P AMOUNT OF BOND $ 1,000 (Landscape) CHECK NUMBER 056291 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 4/22/14 NAME DATE PROCESSED BY FINANCE NAME DATE SUB ACCOUNT NUMBER S O ® a O MUNIS APPLICATION 201301749 WAPlanning Admin\PZC\Bonds\2014 Bonds\13-55P NomadsAerialPark LandscapeBondTrans.doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 04/22/14 CUSTOMER#: 000000000 TIME: 09:32 CLERK: laurenlz RECPT#: 20700033 PREV BAL: TP/YR: MS/2014 AMT PAID: 1000.00 BILL: ADJSTMNT: EFF DT: 04/22/14 BAL DUE: PERMITS/INSP PAYMENT - ----------TOTALS----------------- PRINCIPAL PAID: 1000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 1000.00 AMT APPLIED: 1000.00 CHANGE: .00 PAID BY: SOUTH WINDSOR ENTERT PAYMENT METH: CHECK PAYMENT REF: 056291 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGES ORDER CONTACT PERSON {^J Phone No. Address 2 Site Name t 1y m 4 '.:� s" -' �L ` l /? ,4 P&Z No. Owner rll N r- Phone No. Contractor Ir" e, Signature of Owner ,�f ,. -�`i " Date: Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Reason for Change: (Why is change required) t -'> -> _= 'A� �` �'/"(-? c I to e-1 e G� APPROVALS: (As Required)/ Dir.. Of Planning ( Date: Town Engineer Date:— f Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink Director of Planning i Created:05/16/2014 ALENT50 Specification grade area lights available in IES Type IV distributions. Color:Bronze Weight:32.0 Ibs Suited for mounting on the sides of buildings and walls,and for illuminating the perimeter of parking areas.Mounts to 4"square steel poles at 20-35'.Patent pending management system.5 Year Warranty. '-rlr jlfif 'ttlj� /z!x LED Info Driver Info Watts: 50W Type: Constant Current Color Temp: 5000K(Cool) 120V: 0.46A Color Accuracy: 67 208V: 0.27A L70 Lifespan: 100000 240V: 0.23A LM79 Lumens: 5,196 277V: 0.20A Efficacy: 100 LPW Input Watts: 52W Efficiency: 96% Technical Specifications UL Listing: Cold Weather Starting: Suitable for wet locations as a downlight. The minimum starting temperature is-40°F/-40°C. Lifespan: Thermal Management: 100,000-hour LED lifespan based on IES LM-80 results Superior patent pending thermal management design and TM-21 calculations. with external Air-Flow fins provides maximum operational life, even in high ambient temperature IES Classification: environments. The Type IV distribution (also known as a Forward Throw)is especially suited for mounting on the sides of Housing: buildings and walls, and for illuminating the perimeter of Die cast aluminum housing, lens frame and mounting parking areas. It produces a semiCircular distribution arm. with essentially the same candlepower at lateral angles from 90°to 270°. Mounting: Heavy-duty mounting arm with "O"ring seal &stainless Effective Projected Area: steel screws. EPA=0.75 Color Consistency: LEDs: 7-step MacAdam Ellipse binning to achieve consistent Multi-chip, high-output, long-life LEDs fixture-to-fixture color. IP Rating: Color Stability: Ingress Protection rating of IP66 for dust and water. LED color temperature is warrantied to shift no more Driver: than 200K in CCT over a 5 year period. Constant Current, Class 2, 1400mA, 100-277V, Color Uniformity: 50-60Hz, 0.8A, Power Factor 99% RAB's range of CCT(Correlated Color Temperature) follows the guidelines of the American National THD: Standard for Specifications for the Chromaticity of Solid 6.9% at 120V, 7.8%at 277V State Lighting (SSL) Products,ANSI C78.377-2011. Surge Protection: Reflector: 6kV surge suppression protection tested in accordance Specular vacuum-metallized polycarbonate with IEEE/ANSI C62.41.2. Gaskets: Ambient Temperature: High temperature silicone gaskets Suitable for use in 40°C ambient temperatures. RAM L I G H T 1 N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright 02014 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 1 of 2 Created:05/16/2014 4`.ED4T50-continued Finish: Trade Agreements Act Compliant: Our environrnentally friendly polyester powder coatings This product is a COTS item manufactured in the United are formulated for high-durability and long-lasting color, States, and is compliant with the Trade Agreements Act. and contains no VOC or toxic heavy metals. GSA Schedule: Equivalency: Suitable in accordance with FAR Subpart 25.4. ALEDTm 50W replaces 20OW metal halide Green Technology: Mercury and UV free, and ROHS compliant. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. DLC Listed: This product is on Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. IESNA LM-79 & IESNA LM-80 Testing: RAB LED fixtures have been tested by an independent laboratory in accordance with IESNA LM-79 and 80, and have received the Department of Energy"Lighting Facts" label. California Title 24: See ALED4T50/PC,ALED3T50/PCS or ALED3T50/PCT for a 2013 California Title 24 compliant model. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. Patents: The LROADTm design is protected by patents pending in the U.S., Canada, China, Taiwan and Mexico. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of ten (10)years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act-- Construction Materials (October 2010). L 1 G H T 1 N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright02014 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 2 of 2 Created:05/16/2014 ALE D3T50 Specification grade area lights available in IES Type III distributions. Color:Bronze Weight:32.0 Ibs For use for roadway,general parking and other area lighting applications where a larger pool of lighting is required.Mounts to 4" square steel poles at 20-35'.Patent pending thermal management - > PT system.5 Year Warranty. /, •;,x � t ;; LED Info Driver Info Watts: 50W Type: Constant Current Color Temp: 5000K(Cool) 120V: 0.46A Color Accuracy: 67 208V: 0.27A L70 Lifespan: 100000 240V: 0.23A LM79 Lumens: 4,846 277V: 0.20A Efficacy: 94 LPW Input Watts: 52W Efficiency: 97% Technical Specifications UL Listing: * Thermal Management: Suitable for wet locations as a downlight. Superior patent pending thermal management design with external Air-Flow fins provides maximum Lifespan: operational life, even in high ambient temperature 100,000-hour LED lifespan based on IES LM-80 results environments. and TM-21 calculations. Effective Projected Area: IES Classification: EPA= 0.75 The Type III distribution is ideal for roadway, general parking and other area lighting applications where a Housing: larger pool of lighting is required. It is intended to be Die cast aluminum housing, lens frame and mounting located near the side of the area, allowing the light to arm. project outward and fill the area. Mounting: LEDs: Heavy-duty mounting arm with "O" ring seal &stainless Multi-chip, high-output, long-life LEDs steel screws. IP Rating: Color Consistency: Ingress Protection rating of IP66 for dust and water. 7-step MacAdam Ellipse binning to achieve consistent fixture-to-fixture color. Driver: Constant Current, Class 2, 1400mA, 100-277V, Color Stability: 50-60Hz, 0.8A, Power Factor 99% LED color temperature is warrantied to shift no more THD: than 200K in CCT over a 5 year period. 7.0% at 120V, 7.4% at 277V Color Uniformity: RAB's range of CCT(Correlated Color Temperature) Surge Protection: follows the guidelines of the American National 6kV surge suppression protection tested in accordance Standard for Specifications for the Chromaticity of Solid with IEEE/ANSI C62.41.2. State Lighting (SSL) Products,ANSI C78.377-2011. Ambient Temperature: Reflector: Suitable for use in 40°C ambient temperatures. Specular vacuum-metallized polycarbonate Cold Weather Starting: Gaskets: The minimum starting temperature is-40°F/-40°C. High temperature silicone gaskets RAB L I G H T 1 N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright @2014 RAB Lighting Inc.All Rights Reserved Note:specifications are subject to change without notice Page 1 of 2 MT50-continued Created:05/16/2014 Finish: Trade Agreements Act Compliant: Our environmentally friendly polyester powder coatings This product is a COTS item manufactured in the United are formulated for high-durability and long-lasting color, States, and is compliant with the Trade Agreements Act. and contains no VOC or toxic heavy metals. GSA Schedule: Equivalency: Suitable in accordance with FAR Subpart 25.4. ALEDTm 50W replaces 20OW metal halide Green Technology: Mercury and UV free, and RoHS compliant. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. DLC Listed: This product is on Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. IESNA LM-79 & IESNA LM-80 Testing: RAB LED fixtures have been tested by an independent laboratory in accordance with IESNA LM-79 and 80, and have received the Department of Energy"Lighting Facts"label. California Title 24: See ALED3T50/PC, ALED3T50/PCS or ALED3T50/PCT for a 2013 California Title 24 compliant model. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. Patents: The LROADTm design is protected by patents pending in the U.S., Canada, China, Taiwan and Mexico. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of ten (10)years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act(ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods-- Buy American Act--Construction Materials (October 2010). RAB L I G H T I N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright©2014 RAB Lighting Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 2 of 2 Created:05/16/2014 AL E D2T50 Specification grade area lights available in IES Type II distributions. Color: Bronze Weight:32.0 Ibs For use in parking lots,roadways,pathways and general area lighting. Mounts to 4"square steel poles at 20-35'.5 Year Warranty. r�/i sgr f3l LED Info Driver Info Watts: 50W Type: Constant Current Color Temp: 5000K(Cool) 120V: 0.46A Color Accuracy: 67 208V: 0.27A L70 Lifespan: 100000 240V: 0.23A LM79 Lumens: 5,329 277V: 0.20A Efficacy: 103 LPW Input Watts: 52W Efficiency: 96% Technical Specifications UL Listing: Cold Weather Starting: Suitable for wet locations as a downlight. The minimum starting temperature is-40°F/-40°C. Lifespan: Thermal Management: 100,000-hour LED lifespan based on IES LM-80 results Superior patent pending thermal management design and TM-21 calculations. with external Air-Flow fins provides maximum IES Classification: operational life, even in high ambient temperature environments. The Type II distribution is ideal for wide walkways, on ramps and entrance roadways, bike paths and other Housing: long and narrow lighting applications. This type is Die cast aluminum housing, lens frame and mounting meant for lighting larger areas and usually is located arm. near the roadside. This type of lighting is commonly found on smaller side streets or jogging paths. Mounting: Heavy-duty mounting arm with "O" ring seal &stainless Effective Projected Area: steel screws. EPA= 0.75 Color Consistency: LEDs: 7-step MacAdam Ellipse binning to achieve consistent Multi-chip, high-output, long-life LEDs fixture-to-fixture color. IP Rating: Color Stability: Ingress Protection rating of IP66 for dust and water. LED color temperature is warrantied to shift no more Driver: than 200K in CCT over a 5 year period. Constant Current, Class 2, 1400mA, 100-277V, Color Uniformity: 50-60Hz, 0.8A, Power Factor 99% RAB's range of CCT(Correlated Color Temperature) follows the guidelines of the American National 7.0% Standard for Specifications for the Chromaticity of Solid at 120V, 7.0% at 277V State Lighting (SSL) Products,ANSI C78.377-2011. Surge Protection: Reflector: 6kV surge suppression protection tested in accordance Specular vacuum-metallized polycarbonate with IEEE/ANSI C62.41.2. Gaskets: Ambient Temperature: High temperature silicone gaskets Suitable for use in 40°C ambient temperatures. L I G H T i N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at:www.rabweb.com Copyright 02014 RAS Lighting Inc.All Rights Reserved Note:Specifications are subject to change without notice Page 1 of 2 I E k NOMAD ' S OUTDOOR ADVENTURE SITE LIGHTING LAYOUT € E Luminaire Schedule Symbol Qty Label Arrangement 3 A 4 Total Lamp Lumens LLF Description f 2 B SINGLE N.A. 1,000 RAB # ALED2T50 SINGLE n 1 C SINGLE N,A, 1.000 RAB # ALED3T50 N.A. l iF SINGLE 1.000 RAB # ALED4T50 N.A. I1.000 � RAB # ALED13 I 0.0 '0.0 0.o o.o 0.1 'o.a 0.1 0,,1 0.1 0.1 0.2 '0.2 '0.2 0.0 Z 0.2 0.2 -02\��19---'gTg_�,5 0.2 0.1 B 0.9 0.9 . I �f. i II i ' .6 '.6 153 iI -9-..9I! 5❑.81B 3I .. 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'y+JJ_ - I 0 '0.6 0.J 1.0 '1 '1.6 1.5 9 1.0 1.3 2.0 '2.9 0.1 .0 2.J 2.l 3'9�'9.3 4.6 9.0 4.0 '4,0 3.1 2.2 1.] 1.8 1.2� 1.1 0.] - � ' 2 I 0. 0.3 0.4 0.P 0.5 0.J 0.9 1.2 '1.] 1.9 '1.6 '1.5 2.0 2.2 2.0 1.9 C j a � 2.7 2.2 2.2 '1.7 1.3 1.2 1.1 0.8 0.6 0 I' • 0.3 0.9 0.5 '0.6 O.J 0.6 � I' O.i3 0.3 0.9 0.5 O.J 0.8 0.6 0.] 0.6 '1.3 1.4 1.2 0.8 1.0 1.2 1.2 0.9 0.8 'O.J O.J 0.5 0.9 0.3 0.2 0.3 0.3 '0.4 i � V I 0.3 0.9 0.5 0.5 0.5 0.9 0.4 0.9 0.3 ail j BOND TRANSMITTAL DATE: 6/17/14 APPLICANT NAME South Windsor Entertainment, LLC ADDRESS P.O. Box 375 East Windsor Hill, CT 06028 PROJECT LOCATION/ADDRESS LOT L008 Governors Highway SUBDIVISION Nomad' s Adventure Quest / Revolutions / Outdoor Aerial Park P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-55P AMOUNT OF BOND $ 10,000 Site Bond CHECK NUMBER 056566 DEPARTMENT PLANNING SUBMITTED BY Lauren Zarambo 6/17/14 NAME DATE PROCESSED BY FINANCE NAME DATE SUB ACCOUNT NUMBER `j O o a 8 MUNIS APPLICATION 201301749 WAPlanning Admin\PZC\Bonds\BOND TRANSMITTAL 08-27-0l,doc PAYMENT SUMMARY RECEIPT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 06/17/14 CUSTOMER#: 000000000 TIME: 16:04 CLERK: laurenlz RECPT#: 20703069 PREV BAL: TP/YR: MS/2014 AMT PAID: 10000.00 BILL: ADJSTMNT: EFF DT: 06/17/14 BAL DUE: PERMITS/INSP PAYMENT -----------------TOTALS----------------- PRINCIPAL PAID: 10000.00 INTEREST PAID: .00 ADJUSTMENTS: .00 DISC TAKEN: .00 AMT TENDERED: 10000.00 AMT APPLIED: 10000.00 CHANGE: .00 PAID BY: SOUTH WINDSOR ENTERA PAYMENT METH: CHECK PAYMENT REF: 056566 / 5 - South Windsor Entertainment, LLC P.O. box 375 East Windsor Hill, CT 06028 June 5t", 2014 Michele Lipe Town Planner Town of South Windsor Dear Michele, We are requesting the town's permission to open the ropes course for daytime use only prior to completion of lights. Foundations for light poles are installed; however, CUP has yet to bring power to the site and the poles themselves are on order. Your consideration of this request is greatly appreciated. Sincerely, Tim Shepard a�{� South Windsor Entertainment '� �j 10 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: �f CHANGE ORDER CONTACT PERSONS Phone No. Address r Site Name Q l P&Z No. Owner 1 i fh4ee—y-cj ee)' Phone No. Contractor Signature of Owner vz Date: 'id - gd l F- Signature of Design Engr. Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Q Reason for Change: (Why is change required) dngle�r 6e/hs illrcal - ,.>A ro�� APPROVALS: (As Required ] Dir. Of Planning Date: 1 2,211 Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning r NIF a, JDIA REAL TY` 8'X12' SECURE (VOL. 1860 PG STORAGE 71 CONTAINER 12'X16' WOODEN KLOTER PORTOLETS ! SHED (TYP.) 4' CANOPY (TO BE SCREENED) (WEST) (1.75'NORTHEAST OF (OFFICE/TICKETS/VENDING) PROIPER7Y LINE) ROP. HANDICAP PARKING SIGN -------- — �---- \ M N f —\— ------ -- --- — — — IDERAIL (-20t LF) 25'F.Y. ROP. BITUMINOUS PVMT AT HANDICAP PARKING; (31'X78') (SEE DETAIL) 16 �,e�.s•' 1 \ 27' 5icr e' 8' DUMPSTER _._4d PARKING ��` ON CONCRETE AD;SC EEND SPACES (SEE DETAIL) SHUTTLE BUS te' T DROP OFF/PICK UP Al � �+ AREA E I Jr — — / ROP. GRAVEL DRIVEWAY & LOT (SEE DETAIL) 21 60. / 6' STONE DUST (OR P G W F L LAG 21 — '— APPROVED EQUAL) / PEDESTRIAN PATH ROP. SIGN 20 (KEEP RIGHT) 2� / 2' STONE LTER (TYP.) 19 \ \ 04 \ , PROP. TENT(S) Oil 30'*X60't \ (SEASONAL) PROP. SIG Af,4 (ONE WAY/DO\NOT ENTER) ` / 1 �` \ \ 24' OF ■ +a HEADWALL t �` �\ ■\ 6'CLAY 1NV,54.38 I 8'CLAY 1NV 57.26 �\ OF \\ i9 B CLAY I 6'CLAY sf � l `i R1,gpP 8' s APPROX. LOC. PROP. SIGN s 24 SF MAX. I NI 5' HT. MAX. V \ llil ♦♦� , 24'CPP �� :►=I s PROP -- ------ —.� /NIF50.80 r ; N ` AT ——— — — — OMH �` -- -------------- -- ——— M62.19 ♦ e r ` ROP. B1, i I I� 01 20' DRIVE ' 175.16' EASEMENT M H8 I i -- ---- -- ---- ---- ------ ---- A&WENT) 1 7F.•62.94 1 d. BOND RELEASE TRANSMITTAL DATE: March 3, 2017 APPLICANT NAME South Windsor Entertainment, LLC ADDRESS P.O. Box 375 East Windsor Bill, CT 06028 PROJECT LOCATION/ADDRESS LOT L008 Governors highway Nomad' s Adventure Quest / Revolutions / Outdoor Aerial Park P&Z OR IWA/CC APPLICATION NUMBER Appl. 13-55P MUNIS APPLICATION NUMBER 201301749 SUB ACCOUNT NUMBER 500208 (1 {J 9 9 13 Ll ORIGINAL BOND AMOUNT $ 10,000 Site Bond CHECK NUMBER 056566 Please Release $ 10,000 Please release the bond indicated above as all of the required work has been completed. Lauren L Zaram6o March 3, 2017 NAME DATE 31 ,?Z 7 BY a z /JCyt C 1a� CHECK # ISSUED DATE WAPIanning Admin\PZC\Bonds\2017 Bonds\I3-55P SWEntertainment BondRe(easeTrans.doc