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8692_SITE PLAN - 1623 MAIN STREET.pdf~ls~O - ~\ K Pk((l- lls. d 3 j~\c\'\ () S-\-fU--\- • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 October 22, 2012 Chuck Davis Six Flags New England 1623 Main Street Agawam, MA 01001 Dear Mr. Davis: . Tel. 413-786-0400 Fax 413-786-9927 At its duly called meeting held on October 18,2012, the Agawam Planning Board voted to approve the Site Plan entitled "Six Flags New England Water Park Addition, 1623 Main Street, Agawam, MA", prepared by VHB, Inc. and dated September 18, 2012, latest issue October 10, 2012. If you have any questions, please contact this office at 786-0400, extension 3738. Sincerely, ~e.~~)~ Mark R. Paleologopoulos, Acting Chairman AGAWAM PLANNING BOARD MRPIDSD:prk Cc: ZBA VHB Building Inspector Engineering Dept. Town Clerk File ' 10/17/2012 15:20 To: CC: From: Date: Planning Board File Engineering Division October 17, 2012 AGAWAM DPW • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Cbristopher .J. Golba • Superintendent MEMORANDUM PAGE 03/03 Subject: Site Plan-Six Flags New England -Down Under Ride-SP 306-12-03 Per your request. we have reviewed the Site Plan entitled " Six Flags New England -Water PlIIk Addition, Agawam, MA; Prepared for: Six Flags New England, 1623 Main Street, Agawam, MA; Prepared by: Vanasse Hangen BlUStlin, Inc, One Federal Street, Building 103-3N. Springfield, MA; Scale: 1" = 40' ; Latest Issue: 1 0/1 0/20 12;" and we recommend approval of the plans. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely. --v~ah8/.- Vladim iT Caceres Civil Engineer I rui1(L Michelle C. Chase, .. Town Engineer 10/04/2012 16:21 To: CC: From: Date: Planning Board File Engineering Division October 4,2012 AGAWAM DPW • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fax (413) 821 0631 Christopher J. Golba • Superintendent MEMORANDUM Subject: Site Plan-Six Flags New England-Down Under Ride -SP 306-12-03 PAGE 01/02 Per your request, we bave reviewed the Site Plan entitled" Six Flags New England -Water Park Addition, Agawam, MA; Prepared for: Six Flags New England, 1623 Main Street, Agawam, MA; Prepared by: Vanasse Bangen BlUStIin, Inc, One Federal Street, Building 103-3N, Springfield, MA; Scale: I" = 40' ; Dated: 09/18/2012;" and we have th.e following comments: I. Due to some software issues that VHB bad with its stormwater model, Engineering just received a set of estimated stormwater calculations earlier today. We have not yet received a complete stormwater report or a set of revised plans and therefore do not have a complete review of the stormwater system for toni ght' s meeting. 2. The applicant is proposing changing the existing driveway from entrance only to two-way for employees. This change should be sent to MassDOT for approval since Main Street is under their jurisdiction. 3. A member of the DPW will need to be present when the test pits are dug ov~ the proposed force main at the two locations. These should both be labeled on the plan. 4. Silt fence shall be installed prior to beginning construction and remain in place until all disturbed areas have sufficient vegetation to prevent erosion. S. The applicant will need to submit a storm drainage permit application. 6. Please label the proposed force-main line and sanitary force-main manhole on sheet C-6. 7. Per the request of the DPW, please include the calculations for water usage. 8. The profile on sheet C-9 should refer to proposed force-main line and show tile stations in one of the plan views for reference. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, ifd£. aim Vladimir Caceres Civil Engineer I aLb{L Michelle C. Chase, P.E. Town Engineer ·' • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: September 24.2012 DATE RECEIVED: September 20.2012 DISTRIBUTION DATE: September 20.2012 PlANNING BOARD MEETING DATE: October 4, 2012 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street. Agawam, MA 2. Owner: Same Address: Same Telephone: 786-9300, ext. 3202 Fax: 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: One Federal Street, Building 103-3N. Springfield. MA 01105 Telephone: 747-7113 Fax: PLAN REVIEW Scale: I" = ,40' Date: September 18. 2012 Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): O .K. Description of Project: Proposed construction of a new water feature ride. "The DownUnder Ride" including the redevelopment of the project area with additional patron seating, a food stand. and a large grass area to be redeveloped at a later date. Site Plan Review Page 2 • Description of Site: Site is an existing graveled/stone parking area located at the southeast corner of the Six Flags property. No wetlands resources are located in this area. The proposed project will necessitate a Special Permit due to the proposed height of7S'. Provision for Traffic Flow: Removal of an access road which is currently the exit road from the employee parking lot will result in the resigning of the roadway and conversion to two-way traffic. Parking: Some employee parking will be eliminated. Employee parking will be consolidated in the existing gravel lot located in the southeast corner of the property. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: No new screening and/or buffers are proposed. Sign Location: Unchanged. Exterior Ughting: Not provided. Rendering or Elevations: O.K. Dumpster Location: N.A. Other Comments or Concerns: • • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: . Engineering Dept., Fire Dept., Police Dept., ADA Committee FROM: Planning Board ":;:>~ SUBJECT: Site Plan -Six Flags New England -"Down Under" Ride DATE: September 20, 2012 Please review and comment onthe attached Site Plan for Six Flags New England prior to the Board's October 4,2012 meeting. Thank you. TPWIDSD:prk Transportation Land Development Environmental • Services • • • • . . • Imaglnabon l.nnOVabOn I energy Creating results for our clients and benefits for our communities September 18, 2012 t RECF'VEI) , Vanasse Hangen Brustlin, [nco Ref: 12072.01 S£P 20 LulL \ P\.AN~'t II "L~ iJUAHD ~ Dominic Urbaniti Building Official Town of Agawam 1000 Suffield Street Agawam, MA 01001 Re: Application for Site Plan Approval and Special Permit for Height Six Flags New England, "DownUnder" Water Amusement Ride Dear Mr. Ur baniti: On behalf of our client, Six Flags New England, Vanasse Hangen Brustlin, Inc (VHB) submits for your review and use the following information as required by municipal regulation: • (20)-copies of Planning Board Form D, including narrative, supporting ride information for the Downunder water ride • (20)-copies of Application for Special Permit for Height, including narrative and deed copy • (20)-sets of project plans prepared by VHB, signed 09-18-12, for distribution, including elevation plans of proposed ride • I-Application Fee check in the amount of $250.00 This application requests permission from the Town of Agawam to rework an existing graveled/stone area of the park to allow for the construction of this new ride. The proposed ride is approximately 78- feet tall, requiring a Special permit from the Zoning Board of Appeals. In accordance with Section 180- 49A of the Zoning Code of the Town of Agawam, abutters within 300-feet of the property will be provided notice of the public meeting for the Planning when the date is made available to us. Thank you for your assistance in this matter, and please do not hesitate to call should you have questions or need additional information. Very truly yours, One Federal Street Building 103·3N Springfield, Massachusetts 01105 413.747.7113. FAX413.747.0916 email: info@vhb.com www.vhb.com • • Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval AND Special Permit for Height "DownUnder" Water Ride Six Flags New England ("Six Flags") is submitting an Application to the Town of Agawam for Special Permit for Height and Site Plan Approval, issued by the Agawam Zoning Board of Appeals and Agawam Planning Board, respectively. The Applicant is requesting permission to perform the following work within the boundary of its parcel at 1623 Main Street: • Redevelop an existing packed gravel parking area to allow for the expansion of the existing Water Park, located at the south end of the current property (The Project Area). • Constrnct anew water feature ride, currently known as "The DownUnder Ride". The ride will be included in the redevelopment of the proj ect area, which includes additional patron seating areas, a food stand, and creation of a large grassed area to be developed at a future date. The "DownUnder" ride will be constrncted to a height of approximately 78-feel. "DownUnder" Redevelopment Area The area identified for redevelopment is currently utilized as an employee parking area and travel lane. The area is located to the south of the current water park perimeter fence, and is stabilized with graveYstone. As part of this redevelopment, the perimeter fence will be relocated to the south to abut the Tennessee Gas Pipeline Easement. Employee parking will be consolidated to the existing gravel lot located in the southeast comer of the property. The area is currently utilized for sporadic parking and storage. To accommodate the removal of the access roadway, which is currently the exit road from the employee parking lot, the current paved entrance roadway from Route 159 will be resigned and converted to two-way traffic. No physical constrnction is associated with this aspect of the project, other than to modify current traffic control signage. Demolitionplanned for the redevelopment area includes limited pavement removal and regrading of the graveYstone parking area. Utility work includes the installation of a private sewage pump station to convey filter discharge water to the gravity sewer line located within Six Flags property along Main Street, thus bypassing the Riverview Avenue municipal pump station. This gravity line connects to the municipal gravity sewer line in the vicinity of the Route 159 pedestrian bridge. Underground electric and communications duct banks will be installed for this project and for future expansion purposes. Extension of the waterline located within the park is included. All work proposed for this installation is located outside of resource areas regulated by the Massachusetts Wetland Protection Act and the Massachusetts Rivers Act. As such, we are not intending to seek approvaI.from the Agawam Conservation Commission. In accordance with Section 180-49Aofthe Code of the Town of Agawam, this ride will require a Special Permit from the Agawam Zoning Board of Appeals for height exceeding 45-feet. The ride is located inside the 250-foot buffer line established under Section 180-49A. Within in this buffer line, the maximum height allowed is 45- feet. The proposed ride height is reported as follows: Height to patron standing platform: 65'-3" Height to shade canopy over patron standing platform: 78'feet Notices to abutters regarding the Planning Board meeting will be mailed as soon as the Town confirms the date of the Planning Board meeting. Other permits required for this project include a Storm water Permit from Agawam Engineering Department, and notification to Massachusetts Department of transportation for driveway change in use. These filings will be made in the immediate future. • • AGAWAMPL~NGBOARD FormD Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: l. 2. 3. Name of Business Address Agawam Building Department 1000 Suffield Street Agawam, MA 01001 Six Flags New England 1623 Main Street, Agawam, MA 01001 Name of Applicant/Owner Six Flags New England Address 1623 Main Street, Agawam, MA 01101 Telephone (413) 786-9300, ext. 3202 Name ofEngineer/Architect Vanasse Hangen Brustlin, Inc. Address, _______ ~O.!!.n!2eJ.,FEed,!!ie:llra!L1 S>!!t.!J;re:!<,et"-, B!,!!u,!!!ild!!!in!!;gL 1!,!,!0>!:,3-:>!!3N!c!',,,,S!I!D!!!rin!lj9!!!fie<!!ld!,.,, !!!M!Q,A..!!0J.,11!!!>!05 Telephone' ______ ...J:(4:!J1!.>?3)LJ7~4!.:.7-!....71Ll1:L3 _--------- 4. Please give a brief description of the proposed project: See aHached Project Narrative • June 21, 2012 • Town of Agawam Assessor's Office 36 Main Street, Agawam, Massachusetts 01001-1837 Tel. 413 -786-0400 x 258 Fax 413 -786-9927 Email: assessor@agawam.ma.us CERTIFIED ABUTTERS LIST On June 19,2012 a Certified Abutters List was requested by John J. Furmiln, Vanasse Hangen Burstlin, Inc., One Federal Street Bldg 103-3N, Springfield, MA 01105 Property Location: 1623 Main Street Parcel ID: K0303000 I The following are the abutters within 300 feet of 1623 Main Street, with 46 abutters listed, has been certified according to the Assessor's data and mapping. JODOIN CHRISTOPHER JODOIN WEEN 1736 MAIN ST AGAWAM, MA 01001-2513 Parcel ID: K1 1 10 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX '75354-3185 Parcel 10: K1 1 7 CZELAZEWICZ EDWARD CZELAZEWICZ BARBARA J POBOX604 , AGAWAM , MA 01001 Parcel ID: K2 1 1 MV ENTERPRISES INC PO BOX 750 AGAWAM , MA 01001-2577 Parcel 10: K2 1 13 VERSHON DAVIO G 1708 MAIN ST AGAWAM, MA 01001-2513 Parcel ID: K2 1 3 KRUPCZAK HELEN A l/T YAMER JOYCE 1730 MAIN ST AGAWAM, MA 01001-2513 ParcellO: Kl 111 ORILLO MAXCINE CIRJLLO DANlELLE MARJE 986 MAIN ST 'AGAWAM" MA 01001-3106 ParcellO: Kl 1 8 1676 MAIN STREET, LLC 7 SOUTH EN D BRIDGE CIR AGAWAM, MA 01001 ParcellO: K2 1 11 SIX FLAGS NEW 'ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 Parcel ID: K2 1 14 ZAVAREliA ALICE ZAVARELLA RALPH A 1357 NORTH ST SUFFIELD, cr 06078 ParcellO: K2 1 4 KRUPCZAK HELEN A l/T YAMER JOYCE 1730 MAIN ST AGAWAM, MA 01001-2513 ParcellO: Kl 1 12 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DAliAS , TX 75354-3185 Parcel 10: Kl 28 EGGLESTON DIANE P TR PALAZZI MICHAEL A TR PALAZZI FAMILY IRREVOC TURST 1670 MAIN ST AGAWAM, MA 01001-2577 Parcel 10: K2 1 12 SULLIVAN PAULA J PO BOX 904 AGAWAM, MA 01001-0904 Parcel ID: K2 1 2 ZAVARELLA ALICE ZAVARELLA RALPH A 1357 NORTH ST, SUFFIELD, CT 06078-1121 ParcelID: K2 1 5 SOUTH STREET HOLDINGS LLC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 Parcel ID: K2 1 6 CIRILLO MAXCINE CIRILLO DANIELLE MARIE 9B6 MAIN ST AGAWAM, MA 01001-3106 ParcelID: K3 1 4 0' CONNOR TIMOTHY M 0' CONNOR BARBARA J 1496 MAIN ST AGAWAM, MA 01001-2564 Parcel 10: K3 2 11 DIDUK LAURA 24 SOUTH ST AGAWAM, MA 01001-3624 Parcel ID: K3 2 9 DESMOND DEBRA ANN 13 LAKESIDE DR GRANVILLE, MA 01034 Parcel ID: K4 1 5 DESIMONE JR ROBERT A . 129 TOBACCO FARM RD FEEDING HILLS, MA 01030 Parcel ID: K4 3 11 PALEOLOGOPOUlOS PAUL V PAlEOlOGOPOUlOS JOHANNA E 1411 MAIN ST AGAWAM, MA 01001-2509 Parcel ID: K4 3 5 2IElENSKI RICHARD W ZIELENSKI LINDA F 439 MAIN ST AGAWAM, MA 01001-1B32 Parcel ID: K43 8 • SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 Parcel ID: K311 HERZOG SUSAN L HERZOG THOMAS Ell 21 SOUTH ST AGAWAM, MA 01001-3623 PareellD: K3 1 5 0' CONNOR TIMOTHY M O'CONNOR BARBARA J 1492 MAIN ST AGAWAM, MA 01001-2564 Parcel ID:.K3 2 12 DESMOND DEBRA ANN 13 LAKESIDE DR GRANVILLE, MA 01034 Parcel ID: K4 1 13 DESMOND DEBRA ANN 13 LAKESIDE DR GRANVILLE, MA 01034 Parcel 10: K4 1 6 PATINO CLIFFORD W PATINO PEARL L 1419 MAIN ST AGAWAM, MA 01001-2509 Parcel ID: K43 3 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 Parcel ID: K4 3 6 PAPADOULlAS NICHOLAS PAPADOULIAS MARIA 222 DWIGHT RD SPRINGFIELD! MA 01108 Parcel ID: K4 3 9 • BISCALDI MICHAEL L CONNOR KAREN L 40 WOODBRIDGE DR SUFFIELD, CT 06078 Parcel ID: K3 1 2 DID UK PAUL LIT DIDUK ROBERT D DIDUK JEFFREY 5 IRR TR 18 SOUTH ST AGAWAM, MA 01001-3624 Parcel ID: K3 2 10 O'CONNOR TIMOTHY M O'CONNOR BARBARA J 1496 MAIN ST AGAWAM, MA 01001,2564 ParcelID: K32 13 0' CONNOR TIMOTHY M 0' CONNOR BARBARA J 1496 MAIN ST AGAWAM, MA 01001-2564 Parcel ID: K4 1 4 SILVAJOSEC SILVA ZULMIRA M 92 CRICKET RD FEEDING HILLS, MA 01030 ParcelID: K43 10 WEINER MATTHEW M 374 MAIN ST WEST SPRINGFIELD, MA 01089 Parcel ID: K4 3 4 CHAREST LAWRENCE A TR THE LAWRENCE A CHAREST FAMILY TRUST 989 NORTH WESTFIELD ST . FEEDING HILLS, MA 01030 Parcel 10: K43 7 BOVAT EDWARD J 19 RIVERVIEW AVE AGAWAM, MA 01001-2517 Parcel 10: U6 10 ,- MILLER BARRY K MILLER ROBERTA L 17 RIVERVIEW AVE AGAWAM, MA 01001-2517 Parcel !D: Ll 6 11 HALL ANN T TRUSTEE • TRUSTEE REVOCABLE INDENTURE TRUST ANNT HAll 132 BIRCH HIll ROAD AGAWAM, MA 01001-3104 Parcel ID : Ll 6 16 RIVIERA APARTMENTS LLC C/O TINKHAM MANAGEMENT 66 INDUSTRY AV SPRINGFIELD, MA 01104-3219 Parcel ID: L4 2 3 WILSON MARK E 15 RIVERVIEW AV AGAWAM, MA 01001-2517 Pa rcel !D: Ll 6 12 TOWN OF AGAWAM RIVERVIEW ST PUMPING STATION 36 MAIN STREET AGAWAM, MA 01001-1825 Parcel !D: L2 1 2 • SOUTH STREET HOLDING LLC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 Parcel ID: U 6 15 RMERAAPTS C/O TINKHAM MANAGEMENT CO 66 INDUSTRY AVE SPRINGFIELD, MA 01104-3219 Parcel ID: L4 1 1 • TOWN OF AGAWAM 36 MAIN STREET AGAWAM, MA 01001 BOARD OF APPEALS •• I'OR OFFICE USE ONL'I' . . Case #: _______ _ Filed: _______ ___ Hearlng: ______ _ Expires: _______ _ Application to Board of Appeals for SPECIAL PERMIT as provided in the Zoning and other By-laws. Applicant pix Flags New England Address· 1623 Main Street, Agawam, MA 01001 Application is hereby made for a SPECIAL PERMIT as provided by Section 180-49.'1 , Paragraph A of the By-law .. Premises affected are situated on __ ~M;;.;ain;;;;..... ____ Street; 400 feet distant from the corner of Riverview Avenue bat and known as street number _16_23 ____ Property is zoned as ....:;..Bu.;;;;s;;:in.;;;;es;;..;s B::;.-____ -__ Reason(s) for request of Special Permit: See Attached Narrative Signature Of owner or his authorized agent: ______________ _ Telephone #; 413-786-9300 NonCe: TflIS APPLICATION MUST SE FlLLEf) OUT IN INK OR TYPEWRITTEIV NP·'_~~~~="~~~="~~~=-~~~~~~~~-=~~~~~~~-=~-=~~" VANASSE HANGEN BRUSTLlNi INC. ONE f;EOERAL STREET. BLDG. 103-3N . SPRINGFIELD. MA 01105 ~~ftf J.-h. II / DOLlARS ! AO.Y ~ ~'r'<#TE , .~ . rQ1;& ~. . I N!~ I CHECKNO I ~.:ri~/gth~ ~£TiW.D,. of: =lMNii ' """J':' jP'p eG' o-J==:,1=-, II~ I 11 I .--.... ::~kJ4.';\:~',~:,-::.: '·/.;-.. ~bROEROF,. -, -. -_ .y"~~:-~J: ~ 01001 CmZENSBANK . MASSACHUSETTS 11'00 ~ ~ 5 711' I: 2 ~ .0 70 ~ 7 51: 5,7017-2110 CHECK AMDUm 1157 • • •• _ ••• LIa II> 1!l:III. ,.. JrMs ,_ ,. ~, t:. SItlIt ft=-r. ~. _ .... _. t.l. I ~ .. :/a~ _n.1III .~ I ~ r ~ ", ~ ~ ~ ~ .." .., ~ f • 59059 BUk SSnTl! HQB1tjAOOS 1.1 GRANT or KOBTCAQlz OBLIGATIQNS, HORTGAGED PRPfIA!JS. KNOW ALL KEN' BY THUX I'RESZHTS -that -Utuart aUietaent company a Massachusetts corporation with a u.ual place ot ~in ... at 1~33 Hain.Street, Agavam, xaa •• ohu5etta 01001, herein celled tho ~HOrtqaqo~u, for oonei4aration paid, ~ant. to Bank of N.w England~Wa.t, N.A •• national banking corporation looatad at Dna Honareb PlaOB, Springfield, Kadsachusatt_, herein called the "Kort~g •• H, with MOR'l'OAGB COVBlWn'S, to seoure the obli9ation. of Hortqaqor 1:0 Jfortq.".. punuant to • C)WIIra,nty g1 ven by the Xortgaqor to Mort;vatJ .. ot even date herewith to guaranty the olJUqatlona 01 Riversida l'U'k Bntarpr1".f Inc. (the "DOrTOifU"," to 11Ort9A9.. inclUding but not U_lted to the p&}'IMDt ot Tan lIill1an lI'1v. Hundred. Ynovaanlt ana 00/100 ($10,500,000.00) Dollars toqether· with intelrut thllntOb and aU other OHl:9fI8, all u . provid.ad in a not. of even data (the -NOte") glvan ." the Borrov-erto ~t90ge., and 81'0 to ·.e~ur. tbe perto~ or all egree- ..aU. and· conditiON! bar.in contained and all other ObU9l-tJ.ons now exbtiftC) or hereattar arbl119 ot Borrower and Koctqagoar to Kort:9aq •• ,. direct cr ia4.1reot., ab.olute or continqut (·the O.bUgatlona·), ·th .• land t09.~her with the builctinq. and 1-.prova-ments nov or h4reatt.r .ituat.d thereon whiCh haa an addr ••• of un Main street, Agav •• , Ka .. adlu •• tt., .nd all rent. derived theratro. aor. putioalarly d"Clr1.ba4 on· JWb1bf1; 11AW !Which is annexed herato ucJ .ad_ a part ·haregr· {tho -Prebe."). AlsO, Ingot" •• ·the .... ar., or can by agre ... nt ot · the ". partie. b. -.ade, a part ot the realty, all ot the following articl.. now or her..tter on the Pr .. l ••• or u.ed ther.wi~1 portable or •• atlonal buildings; bathrooa· fixtur" plumbing heatillC), lighting, ratrJgaraUng, ioe ..... king, veDtlll.ting and air conditioning appar.~ and .qulp~.ntr garbage incinerators .0& receptacte.1 .levator. and .levator .achin~boil~r., stav •• ; tanks; :.otor., sprinkler and. fir. extin"ubh .y.te .. , doorbaU AM alar. .y.t ... ; vlndov ahodea, aareenll; .awn ng.; screen door., . .tor. and otbe%' dataCllabl. windo". and dCKJrB;·Jlantab, alo •• e • .ad. adn-ora; tren, bardy IIhrub. and penIInnial flover., .net ot.hllr tixtur •• whether Dr not lnoluOed 1~ the foregoing enuaar.tion. a. !\DD:rnom i:ovmwaa 9' HC>8'ni.\0P8. Tb. Hortqagoor covmtanta. and ~e8.t 2.1 'to pe.y', p.dOftl an4 :f\llt'111 all of t.ba pro.bio,.. r.ereof, D.t the Rota, or the o~Ug.Uon. and of .ny othe.r Inatru ... .. nt_ axe.cutad in connection lwIrevttb arul dl of the .tatutory oonditlon.; . 2 .. 2 '10 PIlY not later than ten (.10) days prior to the last date upon whleh the .ue )toy b. paid without penalty or inbr4ult all raal •• tat .. tax •• , char, •• , ••••• sment., battermGnta and A·TRUE PHOTOCOPY . HAMPDEN COU . AS RECORDED IN AND IT III SO C"t!; /'II!GISTRY OF DEEDS . . oonTlPIED . . BOOK 2:t23 PAGS .0k't'b.:z7f:! AlTES'P. . II~~.~ REG/S'FER ... -- ------_ .. - ---------~------~--------------~---~----~~--~==~~--~-~. .. ., . . --" m7S'73 flH3IB 2 water rat •• , .ewer oharges and the lite to whoaMoaver levied or aasessed, whether gn the PreMises, or any intersst therein, or on tho Obliqations, and, upon t'eque.t of' Mortgag •• , to est_bIbh a non-inter •• t bearing tax escrow account with Mortgagee, in 8ucb iIl'll10unt as the Mortqa!l~e Dlty ~n good faith determine, and thereat- ttfr to pey to Hortgag-•• on each interest payaent date, lin amount equal to one-twelfth (1/12) ot the yearly J!'eal estate taxlLIs ancl battantents, if any, as uti.atelf Dy the Mortgagee in good taith unless .uch taXes have been deposited with the holder of a prior mort9aqsl such tax escrow account to be applied, at Kartgaqae'& optJon, to any or the Obligation. following defaUlt; .. .2. 1 'l'o k-.p the buildings and all atructurea, fixtUre. and appliances covered bf thl. mortgage now or hereatter on the Premises ina grad against tira and Bucbothar casualties and contingencies as the -Mortgag.. fran ti.. to tiue Day r~ire. in coapani.. satisfactory to the Mortgago., and in an allOunt at I.allt llilqual to the full insur- bobl. value or the IIIO~llC1"ed p;remia_. l'J;ior to oo.plet.1Dn of ~D-. .traction D~ anf improve~ents, Buch poltcy ahall be in the fo~ of a 100," non-raportiJlg' bullclar's risk policy. SlIah pol1ay shall be ccnverte4 to a standard mortgage.-s policy upon completion at any conatl"Uetld"n. Mortgagor ·,hall d.epotlit all .nab. poUcie. ar certifi- cate. tbar~ with and _de payabl .. in cas. at loss to, the Mortgag- ee, hereby appointIng the Hortgaqea .ttornay i:u~vocable, in case of . breacb hereof', if the Hortqagee shall ao eleDI:, to ciIU1cal or transter su.ch 1nauranoa ami to retain any prelliums or proceeas and to apply the same to the indebtedn ..... cured-hereby. Mortgac;Jor shall deliver to Kortqaqee evidence of renewal or accept4ble replac.1Cuaent not laW tb~n thirty (30)" dllYs prior to the date edtrtinq coverol1G wou14 otherwise ~re. Hortgaqor .hall a180 d.eliver to KCI:r:tgalJaa annually but not l.tlel than ten (lQ) days prior to their due -date, evldenC6 or p~t ot .uoh ih&lU'anoe. Upon reqgo.t of HOl't9agae, KortgagDr sball 8Stab-. liah a non-interost bearing insurance escroW·BCgount with Kortgagea in such' .. aunt as Mortgagee determines and therearter to pay ~o Mortgagee on each interest pa.yment delta, an alloubt equal to ona-twelfth ot the annual insuranae premiums a61 estimated by Ko~9"ee, 2.4 oro keep il11 wild.ings 1n good,· first-cia •• and aubstantlal repair and tenantable condition, and, it the Prealeas oovered ber~ or any pu-t th8raof shall he dalU.qad by tire or other bal;ud "9ainst "Which in.uranea is hold illS hereinbat"ore provide4, the amount. paid by any insurance cOllpany purswmt to the contract ot" insurance -.hall, to the extent. or the indebtedness then romaining unpaid, be paid to the Mortgagee, and; at it. ~tion, may be applied to tha Obligations, or released ~ar tbo repairing or rebuilding or-the Premise.; and ~f any . law D~ ordinance require., or shall ·bereafter-require, the deJ!QUtlon of any portio_n ot any building· rellainil1g' an the Pruises after a partial 10811 by tire batore the sue lIay .be rebuilt, to klllep aaid Mortgaqe. insured against 108s by reason o~ suCb demolition, reason- able wear and teal;' and clAltA.'1J8 by fire cmly exceptad, herell)! gnnt1nq to the Mortgagee in the event of' foreclosure full. autharity as attor- . ~ . I. ~ ... "'''' !If"" I • := oJu,' oodl I,,", .... :: tl = .. /pI loud , """ .... " ... ,.... ~lr at I ... ; 11/101 ..... Uo* I .. ", .... , ills .. =-.----~ ~-~~-' -"~~------~, n , lrr7S 73 1'lIl3 J 9 3 ney irrevocable ot the Kort9agol:' to canoel .uch. iMuranaa and retain tlw return praiu. 'thereot 1 . . 2.~' Kat to perait or 8utter enr .trip or waste ot the Premi ••• nor to .ltar the sb:uotur.of any' tnl Id!ng. thereon without the 'written con.ant of the HortC]aga., nor any violaUon o~ any law, rule, rafJUlat,lon or ordinaQ.CM .tt~t1.1\9 'the -ame or thlll ua tbarao!, 2.' '1'0 retain ll1 full force and .:!:feet and not allow to lap.. or ba r.vokad &nr lioen ••• or other gov.rn.ental euthori •• tiona i •• u~ by any 9Overna.ntal agancy to Mortg.g~ tor the operation by Mart9agor at any bus!n... on the rr.al ••• , 2.7 'fo . perron. ,ncl obaar:va ."11 the abl1vationa bpohd upon Hortqagor under any 1 ••• e or la.au ot the Prn! ••• or any portiON! thIIraot', .1Id not to do 01' .}JenD1t to 1M done, anything-to iilpair thtI' aeourltr tHreat, &ud if auch. 1 ...... b:&11 bull1da &"Y r .. l~eAt1.1 onit.l ~ ahall .. Int.!n true an4 accurat. r~ oZ .• 11 aeour ty de~Jta or 1ut month'. r.nt. taken in advanoe aJJd tbe 4bpo-ition thereof, .ball pay inter •• t as required· by law thareon, and. .ball not: violate atrf law or r8vu1ation applioaJ)le tberotol it requ • .t.d by MOrtgag .. , Xortgaqor lIball place all t.nant •• curity depoalt11 into an .~" aC,ocunt satistaotory to Wortgago., z.e In the rNlit of a dafa\llt in thi. Kortrpg., or any of u.. ObUU.t~., to the ..tent, it _.ny, tbIIt 8U .1 ..... at the h_baa or portJ.on. thenof" b.v. nbt aIraa.dy been a_lqnfrd-to Hortoag .. , to assign to the Kortqav_., upon ttl. 4 ... n4 of the MortgA, •• , any an4 811 le .... of the Praab •• , or any portio" thereat, and alao the KDttqagorl • right. W\4er any .ub-I ..... ' apel ~or tha parpo •• of .aUng such ••• ignaent:(.) the Hort9.go~ her-by qrant. the power and .u~rlty to Hartg&,., •• , and. canrtitu.t •• and qlpoint. the Kottg.,.,... or _ucla p41raJ<ma ... aay b. d ... :lvnated ))y ttle lCOrtg'apa, tha attos'ney irrevoca- ble of any Kortqr.gor, to aak. each ... ignaant;a of then lPuttng 1_se_ or aUb-l...... and .;r ... thAt after .uab ... 1qnDeDta the Martgage. aay 11041ty ancl otbarwh. de.lwith all auch b .... or iWl:J-ole.III .. , or enter into new 1 ..... OX' .\lb-l ..... , with tile· 8018 power and 41l1ara- tion wicdt .aid Kortgagee would have 11 it: were the own", and tree from any trust inclUding, without limitation, the ri9ht to modlty and extentS .uCh 1_... beyond the prelJent tU"1i, and beyond the ter. of this JUn'tpqa, . ,., 'ro execute no lease-provldln; tor rant for lIQZ'e than one (1) aanth iD .elv.nee, and not to receive rent for over on. (1) ItOnth 1n advance, nor In any event to execute any 1.a •• of the Prtlldaas, without the prior expre •• eonaent in wrieing of th.· Hortgaqaol . 2.10. (e) Hwt9agor shall p.1IY ¥hill!. du_ all obUgationa and lawful ola.t... or d •• anda ot any paraon 1IIh1ch,. if lInpdd, ailjlht re.ult in, or pen1t the ar.ation at, .. Uen or enCUllJ::lranca on the prat ... , on the Collateral, Ol" on. thO rent., la .... , u.co.. and profits arl!1iq therefi"oa, whether BUob Hen would !-aenior or aubordinata bereto, =" ~.ti .................. .. -, • fW:7 513 M:326 • including, "but without lia!tiag the generality of tb. foregoing, (1) Illl ald •• otllechatiJ.=a,. mated.a.n. laborer. and othan tor worJc or labor pertoraaa, or aat.~1.1. or .~~11 •• _f~rnl.b.d in connection witb any vork or d •• olitLon, alteratio"1' l"prO¥eaant ot or construction upan tho pr .. b •• , or (it) all ala •• 01: dOllOndlll ot any govemaeDtal entity or agency, or any per.on. ol:9anlzation or entity •• a r.eult ot tha :ul •••• , baNlUnq, dt..eblrge, lItoraga or tran.port ot 0111 ._b •• -to. or bazardauB w •• ta and/or .atarial. on the Premi ••• or at anY other location owned by tIa. Kortgagor whioh affects tlIe Horttaqe4 Preai ... , and In .. nan1 .,ill do or cause to be done enrythin, Mce ... ry 80 that the tu.t lien ot this Hortqa.,. shaU be fully pn •• rved,· at the cost ot the Mortgagor, .without open .. to ·the Kartgagee •. (b) Th8 HortP9or ,rant. to Mortgagee, it. aV&nu, .ltrv.n~, or 1ndapendaat contnctor. t:ha :right to anter upon the Preaie •• for the JNrp08. _ of conductlhq .ury.,..., JnspectJon. artiJ/or analyse. (pa:rtot1Dedl at:, the Mart=q&gllr' .• axpense) wIth nspect to oil, .ebl.tea, ha.ardowI vaate .nd/G&" .at.rial., withOut the Kon:gaqae, ita at'enU, .. rvanta, or indepenclen~ cont:notcJra lMItng da ... d, upon sueb .ntry I to be t-Z'!I.pall •• rB or & 1I11O~ in po ••••• JOh·. LeI Mortgagor covenant. th.t it will notify ~age. in writing immed staly upon the receipt ~ the Kortqagor of any aa.pla1nt, ~otlaea ot re.ponsibility, violation, deficdeney or noncmap11anca, or any oth.~ doouaant 01' cotr.~ond.nce, which Bet. forth cIa i.. or complaint.. rolating' or perta1nil1g' in any-way t.o th_ Nortqavor [OP'l"IOH" AL: or any Related. Coapu\y (here(tcr d.etined.), or it. 0'lMJ:ah1p or: operation ot' any prop arty ,8nl.1 advilling' it that it he. bean Id41ntUhd as a potentially re.ponsible perty with re.pect to IUch .it. un4er tha co~reb.naive Bnvitonaental Re.pon5. and Liability Act ot 1980 C"CERCUR) or un~t' Chapt.r 21B ot the H .... ohuQett. General ~ .... ItChaptar 21!W~ Cd, Hortp90r rapruenu to Bortgag_ that there bay. been no ralea __ ~ oil Dr ba •• r40u.8 _tad.l \IPOn anY property now owned by Hcrtqagor or any Itel.te4 ca»peny I nor t:o ita knowladqa baa there been anr IIUOb reI ..... on hIIltbbodnv ·land which could uve lli,.rate4 to their property. 1'h. Hortqavor hxllllniCies the Kortgav •• and hold. it b.~les8 trca and agalftet .11 los., liability, daaage and expanse, -1no:lUding rea.DMble attorney'. tees, lJuttored or incurred by the Kortgaqee on aClCOUftt ot IIort,agor" nUur. to co.ply vitll Cluptu' 21K or emtCL.A.; includin, tho .... nion of l1eas under .aid ChapUr 21~ or CERct4. 'l'btI KorlIJap. lball have the rJght to cure (but not "an .. obllCJatlcn. to oural ttw IIOrttjagarl • aNt Mlate4 ~.nyt. failure to coaply with .Bid Chapter 218 or cuc:u.. the e"Pen •• ot vbieh .hall be an additional liabUity und.r the Obliqat.lone a.curacl by this Kart-gage. . (e) Aa usel.1 in this aeetlon, flb-Iated Ccmpany-shall aean Riverside Par.t zntarpri ••• , Ina. and Blvar.ida Park Yood servia •• , Inc. Provided t~t bO Ilncur.d Event of Default .hall have ocourrac!, ... _-- c t I d r :' .~ i' • .... -Ii!Ioot ... .... ~ S ....... I~r-___ ..,.. ~- l[[J75 7 3 1l&!32 I S the Hartqagor ahall bave tba right to conte.t. any auob claim 01:' dnand provided ~t (1) it tir.t renders to Mortqagea • satisfactory opinion of counsel, that such cDJ'Itest. will not result in the .tor.oloaqra or entora.ment of any .ugh aleba or demand ~ich would plaoe title to the Pr8lDl~ .. or the Collateral in jeopardy; (il) BQcb conteR #hall be pursued in ,ood raitb, diligently and continuously; and (iii) .uob ooute.ted ~unt, unla •• requ1r~ to b. paid to a public authority, shall be daposlted. with the Hort9B9 •• or 1f an aDlDUJlt .is not. <Nll'tain that other .atiafaoto~ .• ecurlty, collataral, or guarantees are turnished to the Morbgagee. 2.11 To pay on. dOlIUI.lI4 to the Kcn:t'lIUJ88 the following S\DIIS; a. any sum. advanced or paid hf the Hortg.~. on account of any 4.f.~lt ot ~lsor any prior or junior mortWllge(a) upon the lIorbiaqecl pr8Diises ~ whatever natura fOJ:' tax •• , repau., ins1lt'.noe, utUitiu, intereltt, prineipal, tenant securlty deposits, or othenr.:l •• ; b. ey &UIlS paid by Kort9&g6a to disobarge any· prior 01:' junior lien or enouabranae, c. any S\DIII paid by the Mortga9B8. inolading reasonable attorney. t fees in proaecuUhq, defending' or intervening in any legal or 8gdltabl. prooeeding Wherein any of the rights cr •• ted by thb lIortgage are in the aol. judg.lillnt of the Mortqage8 jeopardized or in i.8ue; and d. any a\l1ll.a paid by tile MortgAgee in 9'ood faith for the pra.DrY~t1on and proteotton or "the Premise. inaluding, but not limited to, sums .. c1va.nced tor ibms similar or dissiJIilar to thoae set forth in al.uses a, b, and 0: abovo, The Hnrtqagae may at its option add to the principal balanoe than dqa under the Obligations secured hereby, any SumlS advancad undo'r 01.\1. ... at b, 0: and d. above, wb.loh .. d.vano .. shall bear lntareat .. t the. highest rate pr<.?Vidad in the Nota and the HDrtgagea»ay apply to Bny of the purpo ••• Bet· forth in CIlauses ., b, C', or d. any .uu paid by " the Mortgagor,.a .lnter •• t or DthGlxwi ••• 2.12 '1'0 reaa.in liable upon tho C'ovenanta .herein and in any other instruacmt. which tl)is aortqllg'e may sucure and. upon." th." Obligations •• cur.d hereby notvitbstllmUn!l any forbearance, nt.an.ion or other indulgence 'liven by the KoZ't9BI)'ee to any future owner of the Prellisas OJ:' other perllOD, not.ioe of any lIuch :forb.aranca, .xten.ion or other indu19~ beinq hereby expres_ly waived, . 2.13 Hot to a •• nd, modify, extend or re~Claat the tunall and condition. o.t any p:d.D.t' or junior -.ortgaga(.) affactin9 the .ori:9aged promises permitted to exist bf Mortgagee Dr -nr not., gleim,_ or obligation S8QUred. thereby and not to pantit tbe holdar of any aueb prior or junior IIOl"tgagA(sl covorinlJ any or all of" the Prea1aea to --~~--~--~--~---------=----------------.. --, ..... ~.--------- :ll'i 7573 11&31< • ad~6nce any &d41tlonal .~. purlQant to said nartgaget.) ~ldh vould con.tituta a lien .up.rior to the lien of tbia ao~t9.9.' 2.14 'l'O rebtnn-•• the Mortg'aq •• upon "emand,' toqetller with Intanat at tlt.. rate . pl'ov14.d for In the Note, tor •• ount. dWi atter uturity and tor all eume paid or advanced by tha Mortgag .. pur.uant to tb_ provlaiona ot, this JK)~.sq., and :2.15 TO keep in full torce .nd 'eUact without lBOditicat.ian that certain 1 .. " betwen Hortpqelt and Borrower dated Hay 3 D, 1986 . reqardi"9 tbe praabelJ. 1. rmtTHEB AQRUKm. or MQR'MAGOB. 1'h. Kortqlqor .hereby agr~u: 3.1 In ea •• ot default "of any condition of the .ortqaqe tba HOrtq89" uy apply tQW8N any ot tha DblivatloM any esorow aooount, deposit or any awn oredited by or due rro. til_ JIorbtaq.. to the Kortqaqor (without fint entorcinq any. other: rigbt. or the Kortgap. againat the KorttJagar t aqdnat. .any endorser or guarantor' of the .ote OIl" aq.inat the pred ... ) 1 3 • J Il1 cue any clet'ault .hall extat in the ten. or condit.ion. of thb Mort"" .. ear _ora than fiftean (1-5) daYl", or in tlIe t.rma or ooncSltion. ot anr o~ the ObUC)'&ticns or any paraittocl prior or junior .ortqag8, then a t ' ObliCJationa ahall becolfte due atth_ option of tne KoJ:tga.qell I vU:he.ut f~th.r Mt.lce or deu.ml; 3.3 In c ••• of a foreclosure sale the MOrtgag •• aball b. enti-tled to retain ane lU), peraent ot the purcbas8 :tIonay (uoluaive ot prior lien.) in a4dttion to the costs, charge. and .~e. allov.4 under the statutory PoWer 0' Sal., , 3'." In c .... radlllQlpt:lon 1a had by the Xortgagor .rter toreclollDn proceedinv-h.,ye been ~n, the HOrt9-vae shall_be .ntieled to collect: all C08U, cbar9.. _nlS . open ••• , lnolud1.,. r • .,aopbl_ .tto~.· te •• , Jnaurra4 up to the ti •• ot redamvti.on plu. ., t.a ot ona C1." parc.n.t of the Obl1vllttona uaure4 bar.by; :i.5 fA the exaraa. of the pOWer ot Sale herein 91~n, the KOrt9lliP .... y elect to •• 11 in puc:el., and it the Kort .. aq .. el.ot. to .. 11 1n parcah, _aid HI •• uy 1:1. held frem till. to tt .. and. th. power shall not be. e¥hau.ted unUl all the 91"1UJted premi •••. Dot pravioualy r_l_aaed _hall ·have been lold; 3.' In addition tG the provl.iona of.seotion 3.2 abDv8, and not 1n li.itatlon thereof, and without acknowledginq Kbrtqaq •• 'g con •• nt to any priok' or junior lien it fcrGOlo8U'o proceedi"Dqll unde't' any junior er •• nior ~t9.ga, or any junior a~ •• nier lien ot any kind, on the Pr_i ••• , or any part thereat, should );)e in.tituted, or In the avent ar any levy or ,al. upon e~ecgtion or oth.r pracaedinq ot any c I I I • • • ij H I, .... •• "'"" "lit let .. =:" ~ a ~~' ....... ....... ~.,. IIoi 01", iIllI75 7 3 1l!f3 2 3 1 natllro wbue~ the ovn.r of th4II Premise. shall be deprived of' owner-ship, titl. or right ot Po& •••• ion to the Premi ••• , or any part thereof, than in any aueb event, the xartg.lJu may, .t ita optton, J..-dlately dealare the Obligatlana due and payable and .tart faraclo- aura or such vthar proceedinge .•••• y Do haC •• 'ary to protect it. inter.at In ~. PreMises and Obtain payment in full ot the obliga-tiona, . 3.7 At the option at the Kort98gea, the Wot_ lJaourd hertlby togotber·vlth all other Obligation. ,hall beec •• laaa41ataly due and parabb, without. not.1ce ot d-.uch . a. upon the sa1a "o,c b:' .... r.r at: a.ll or any portion oC tbe Pr.mi.... FOr th8 purpc •• ~ ot th4 toregojn~, a •• 1. or transfer of any portion of the ban.tiolal or leqal ownership ot the f1ra, oorporation or entity com~1.1nv the HQrtgagor, or the •• 1. or laa.8 ot all or Bub.taRti.11y 811 of the Pre.i... to • single 1 ..... ror • teru (including optlDn or renewal pariod8) in axC.58 of 01\* (1) year ct" a 100 •• cOhto!nlnq an option to purah ... the P.r_i ••• , .ball conrtitute a .. 1. or tran.fer ot tbI Prui.e. givlb1 .the Kortgaqae the option. to .oc-lerata the indebt.anna hereby .ecure4·.. atorea.lid, b. in th. evant ot • d*~.ult hereundar or ~r .n7 at th. o~liCJ.tioa. NCut'ed hereby or executed in cormtGtiOll herewitb1 e.. In the av~t of any ·dd.tllt under any othu agre •• ant or obli9ation ot Kortqaqor in favor of the MGrtqaq.e, wheth.r nov .xtatinq or hereafter ari.in~1 d.. 1n the event of a def.ult continuipq b!ifond any appU .. cabla I)l"aoa pcR'iod undor any papitted sanio,-or junior wortqaga (and/or the not.Ca) or oth«r Obligations .. cured thereby," aftect- ing any or aU of the Prai ••• , or e.. in the avent. that. any ibn or e.ncwmI'U\CtI otbu' tIl,an thLa Kol't~ hilda. upcn the "ItOrt9'acJ8CS pr..t... in axc. •• at t1tteon (15) daTIl .without Ifortgave.'a prior 1fritten C'ONIent .. J.' . x0rt9igClr hereby .. si9ns t.O' KDrtgagee all of Mortgagor I. r!qht, tit1 __ nd in.ter.Slt in any and all claila. to rebat •• t re.cund8, and abatmaanb of real estate tan. pertaining.to the.Prais •• , or any portion. tbueof, with respeot to . tax poriod. ar.1.i119 at any time pt'icr to the 4lachllriJ_ ·banby aven though .ucb taxes lIay relate to p.rioda bet.ora the a.Clution hRX'lIot, .tlbicb. r.bat •• , refunds _nd. abat.aJlana .aball. in the c •• a ot • detault hu~ndar bo applied to the: Obl1g«- tiONh 4. egnm BU3'T' or HQRtCAGEIf. 4.1 The.X0rtsa90r bereby .uthorizea th6 ftOrtq_ge. with respect to the Prw ••• , or any portion. thereot to pay all coat. anel expenses ~--------......... ----~----------------------~~~--~--~~----atl75 73 1iG£3H • determined by the Mortgagee in qood taith 08 being required or desir- able tQ effeotuate complianoe with the govenanta ot the Mort:9'agor .at . forth in Artioles X and n hereot, auch aUthori:lation to be. in ad.di- tion to, and not in Ullitatlon ot, the ri9hta of the Mottgaqea, undeJ:' law and under other appUoabl. provisions hereof, it any. 'l'hera .. hall be inoluded in such authorizatio", without limitation express or bplied. upon the generality ot the toregoil'l9', the rights ot the Kortqaqee: a. '0 pay all taxes, •••• sa .. nt. and water and ~wer tees, with interest, coata Bnd·enarge. accruing thereon, which Bay at any ti.. b. or becolle a Uen on the PraCia;ell. or .y part then- 'of; h. dar I To pay the prGlliuna tar any insurance required bereun- o. 'ro incu:t' and pay in good faith eX(lel\sea in proteoting it. rights. hereunder and in the seourity borGby' 9X'anted, and ~D preserving and protect!nq the Prembeat and d. In the discretion o~ the Hortqag.e to pay any install-· ment and/or lNllance due undc any prior or 'junior mortgagu or li"n. affecting tha-premisss, .in Whole or !is part, whe~r or not such .ortgage(s) wou1d_otherwis. be .in daLault. ,,_ 2 Any outounts paid under any ona or lIor8 or the fongoing providon. ot th!8 Article IV, or otherwise in Accordance 'With thia Ilcrtg.g., may b, acS4ed to tho prinoipal sum lIIecured hereby, such amounts" to hear lht;erast at the rate (a) pro'lf1c.te:d in the Bote at tluI rata provided for in the Not. in respoct of ..aunt. due after m.tur~ty until 9aid, and ther_ 'may be appUed thereto-at" .Hortpgeefs election, Ol' to the ropayzlent of ·any DOUn.t 80 paid. by .th. Mortgagee, any IilUU paid herewt4er by th8 Hortg'agor aa inter.at or otharvia •• 4~3 XIl. the event the avnarahip ot the Pr.aiaea or emy part thereat bacames: velilud in a person other -t~n tbe Kortqaqor,the Hortqa,-may, without notice to the Mortg"aqor, deal with .uob succes- liar or successon in intereat with reference to the mortgage and the debt bClireby aacuracJ, lind in tbe" 88me JU&nne.r au v1ththe Hortqaqar, without in any way vitiating or disoharqlng the Mort9aqorf • liability hereunder or upon the Ob1igst1ona. No &ale of ·the PreMise$ no· for-aal;"ancll. on the part ot the HorbJag8a, and no extension, whether cra1 or in writing, of the ti •• ~or the payaant ot tJt,e Nota or otMt'" Obligations herelJy 8~cured; qiwn W the. Mortqagaa, llball operate to release, diaohUVe, aod!:ty, cbang'8 or atfeat the o,"iginel liability of the. MOrtgagor berein or any guarantor, either·1n whole or in part. 5. "TSCILX'&"EQtJS. 5.1 No waiverot' any default or other il)dulg-ence ahllll be effective unle8a axpre •• ed in writing ex.cuted by tha·Hortqaq ... -,;--- ~",I r:. .... , ... 1. -,.. .. ""'" plU· .. u. ,..." • .... ."'" = .... dl -!OOl75731'llf325 9 5. a A ~e.oh of any on. or lIora oovenant. or a97:eulmts unde.r this .~.g. .hall be a bre~ch ot • oondition haroor ontltlinq tho Ho.tgage. to exeraia. the statutory Power of Bale 1n addition to, and not in limitation of. all other righta.whidh Mortgagee may be entitled to hereunder, by law, or otherwise. 5.3 Tho word llHactgageeQ .a used berein ahall be construed &8 ae.criptive of the original morb;Ap. Jlalaed harein and of any lub8e-quent a •• igne. or a.sign ••• , holder or holders, of the Mortgag •••• intereflt and/or at the obligationll Becurad. b~, the word IIHortqllq- or" .s u •• d herein, shall be conliltrued as d050riptive ot the lIIol1;:vagor named herein and o~ any subaequ.nt ~ner or gwnera at the equity of redemption of the Pr .. b •• , and all the covenants and agreemeJIts of the Kortvevor herein contained _hall be binding ~pon the neir., abinistratora. executor., aucoessor. and ••• 1f1ns of the Mortgag:or I and it the context so requir •• , the words "Hortgagor-, -Hortgagae" and -Holder-and the pronoun. re~err!hg' to them shall be con.t.ruad u plural •. neuter,. masculine or tnlnina. 5.4 Any notice nquirad ot' permit:tad to be given hereuader to, or .. ned upon, the Hottgaqor,. shall be 4e8JH4 to have bean duly 'liven or served if deliver.1! to, or depoait:ed· in the united state. maU, pOStaV8 . prepaid, by CU'tifiod or registerecJ .ail, or aent. .by ncoq-. nbed. overnight delivery sarvica addressed to the Hort9aqor at any one. or more ot the fOllowing locations as the Mortqag_ aay elect: a. the laat known adCIr ... according to the HOftgagea' • . book. and racords of any maker of any not. BGwred hereby I b. all, or sOJa& portion at, the Preld ... ; o. any ad.dr.ss at which Kari:qagot' reaJ.d •• or. bas • pbu;:e of budn.as; -or d. any address which Ko4g"agor Day designate. in • writ.ten not:ica to the Mort.qa9ae. 5.5 This Kortgaqa ahall be construed according to and governed by tho lawa ot. the COllllOhllealth of Massachusetts. 6. STATD'MBY CONDITION AND STATUTORY glIB or saLI. Th1. lIgrtgage ia upcn the S'l'ATll'I'O'RY COHDl'l"I.Olf. 'or any br •• ch of the aforeseid STATUTORY CONDITION, ot' of ft~ Qthe~ conditions ot this mortgage, the MOrtqaqee Shall have the statutcry Power ot Sale. = - (. iml7573 PlI!326 10 171 ~~ecute4 .. & .. de4 lnstru_nt tilL. ___ -J:l ..... !$<-_ day 01: 1(JlUIJ'C. ' ,1990. ' stuart blUSUlImt ~any COMHONWEALTiJ 0' HASSACJIUS!:'l'T1 Ha'llpden, •• 'i1.tMe." , 19tD '%ben peUOlI&lly appeared b.tor. _ th8 abovit-natuad Bd ..... 1:4 J. carroll, J't'., Pruident and 'lre.8uru' of' stuart Aau •• alent CollP«llY and aokft01l1oclgeCI the tONgoing in_truaent to be the tr ••• ct and deed of stuart AIIu .... nt """Pony. . .~ It~· •• ry c ( . Ky eoaaaia.ion Expiresr ,(). I~.?j h\fIl'llJIOnNlI6'.022 ~I ...." . 11111 I ..... ..... LQ "'-..,., ~ "'t!t!U -...Q...,,, .. ~ ~, rr.cl:ld~ I ~ , .. ' rH.! " II/dc a.:.: II;.a !If:.. .. : ;,~! Exhibit A 'A\I.CEL t . :ttl 7 5 7 3 /l.l!327 . That eactaln P"c.~ of land a1tuata in Ag.wa. in the County of . Hamp4en and •• '4 Comacnwaaltb, bouaded and 4esc:ibed.a follow., BOQt:JLerly- !:asteJ:ly br the westerly Un. af MaiD stre.t., eleven hundred· • ghtywtwo and 45/100 (1182.45) t..t, five hqndxed tweaty-•• ven and 28/100 (527.28) f •• t, and th% .. hun~.d fifty-•• ven and 69/100 (357.69) feet, by land. now 01' tor_uly af Jahu Jananieki at lD:, Sou~we.t.rly by lande now or for •• %ly of Joaquin H~ M.n4.. at a1, .~.ot Jo •• pb P. 3igda.t al, twa ~undr.d ninety-nine and 20/100 (299.20).f •• tl ... stul.y .by land now ClE' f:or •• rly of Joaeph P. Rigda at al, one hundred thr •• and 43/100 1103.43) f.e:t, . 'by 1I.i\4 ~ Or Lon.arLy of J~ II. Sgorb&t:t .t 1lJ., t ... _.1 Uve arui 78/100 (1.005.79) f .. tr seven handred •• venty-two and G6/100 (772.") f .. t, •••• n hundred fifty (750) f.et, aQ4 s1x hundr.a fourteen aea 03/100 (6~ •• 03) f •• ~, bt·l.nd now or formerly of WiL1J .. J. Cavanaugh, Borthea_terly five bun4r$cS twenty-.igbt (52&) feet, and lIortbu"ly tour h1m4ra4 dzty-.... Il ancl 95/100 (467.95) f •• t, by. lan4 now or fora.rly of VlDcant M. Conn...:, ,.nd 1:Iy l.eAd nQW or faDSertf ot JUl •• V. Keri:lad&nt.. at. \IX, "tttI" •• lnuu!racs. aiDaty-n p and 92/100 (399.92) ·teat. All of. eai4 bOlmda:rl •• are· d.t,.nisled by 'the Court t.o be locat" a. .hcwn on • pl..n drew by Durke., Whit., Towll. , CbapdelaJne, llcbRLI"4 w. c:hap4tlllaiu •• G\1:V~or, ClaU4 July 22, 1972, ••• 041f1ed and approved by. the CoUZ'ot, ;fil.ed in the lA..nd Raqiltr.tion Office, • ou,p,r of • portlon of which ~il1 ~. tilad Nltb the ariginal C*rttfi~ cat. of titl. nuCber 11185~ Parcel J J. SDRJZCf ~ tbe tollowJng. -~--~~~------------~~--. "-[', ... .-'.~~-----"'. ----_ .. -... ---~ .. ~ ... ~-..-.. "--" ,. IS ; .... • . iIlll15731V328 s....r. eu.IIIlC, appmx:taatelY ah:M:I QD sa1d. p.laI!., ,. set fcrch. ja • T.8k1ng ..... by tIio BaUd of sw._ for tbe !bon of ApIi&1, dac.cl _ 16, 1970, duly ..... aIad lit Book 3553, lap 169. . 1lDw of aatural .. ter = ... tu1II1!!g tI=o&b said Im:I I1lI! shawn on .. id pion as 1obrth1ns< ... lIcook and tho ·rnbutadu IlIereto. . Notice of Le.se by and betw.en Stuart AmUlement Company, Les.or artd Riverside Park tQt.~prlaes, !nc., LesBaa, dated May 30, 1986 and recordld In the Land Regiatration Office tor th.·R89tatry Dl.tr!ct of Hampden COUnty •• nocu..nt No. 75926 •• npted on ·Certlfteate ot ~1tl. No, 18001. ace !inancing Stat:.ement b.y and between Stual:t. Aaulaement Company, Debtor and Bank ot Hew Bngland-Wedt, N.A., secured Party, recorded on June Z, ~'85 in tha &and Ragi.tration ottica to~ ~he Raqi.try DJstrict at Baapden County.. Docuaant He. 75t21 .e noted on CertitieAU of ~ltle No. 18001. tJCC l'lnaacinQ Statelllent by and 'between 1l1veta1de Park Enterprhea, Inc., nebtcr and lank at N.w %ft91and-welt, N.A~, Secured party recorded on June 2, 1985 in the L4nd Be9Llttltlon oetice tot tbe Jtlt91atrr Dlatr'ict ot lilIIIPd.en Cpunty •• Docwunt Ra. 1!S!US as noted on Cert .!1cata ot 'litl.e 10. 11001. . . Being the pre.ilaa Owne~ by Stuart AmU~ement Company.. described in Certltle.tl Ho. 18001 •• racord,d in the Land Regiatration Office tar Bupdll'l count, ill Book 90, '.98 161. Thl lAnd in A,av .. , Ba!lp4en county, x ..... chu..ttJI, with tlut bullcU,DIJ_ aDd IUuat.ve. tharaon, coacm..l.y known ... Itt,varaid. P~k:; ICM14ed 1fe"uly by xaiD Str.at, lfort:harly-ad " •• carJ.y by lud tcmauly at! '.cd,at Bun', Z10W auppoaad. to b. of '.liz Bouchu, lIctthiGJ.y by land lOnluly af alorie Z. 'fuc)cl:!:' f ftDV luppcalild to ba Q'f C!aDlU. P ... aaqnon, and land forraerly ~ Bu:vey .cn:-ter, lat_r. of Chul.. P. I).vi.. U114 laO" IUppDee4 to 'be . oe Kine:!:' ... J... Da'9'b r k-.tetly by tb. COaneut1c:ut Riv.-, azul Southerly by lall4 "OW or f~dy af ~nni. K. C'.""'U9h.. . Sakljaet to right. grantiacJ the b.~iaafl ~ •. lephOll. and irelevrapb eoap&lIY at KLlaac:hu.ettl by inauUlAen'bl dated Jul.y 29. 1905. ud July 20, 1905,:ecord.4 iu aaid a.gi.trr o~ Deed., lOOK 691, ....... UI 70 and 430. If aUll lD faraa an.4 applioable. == _.,.._ property conveya4 to "b. irortha •• tarn au '1'r.o.-:-;~t:r'I!;;r.I;4;;.;04y dAta4 Harch 19, 19!1.an4 recorded ia th_ :a of D •• de look 21.04, Paq. 1&5. Sabject b) an ... eaeot to tforuoa.t-m au "ran.mi •• icm. CaapeQY u .at. forth ID &J:l illlf~Di: dated .HU'=h 27, .L95l and record.d lD the Ha..pdan caunt.y ReghUY af: Deeds Jtlo)c 2111, p&V. 225. that property cDnveyed to tha Hortha •• tern Ga. '1'ru:I'- by d •• d. c!ated AWJUlllt 5 i 1951 and racQrd.d la t:.be Reit .'try of D •• dlll Book 2.199, Paqa 445. . --.~.~ 1llJi'l /II ttiI~ ",.lff, Joil"I II " IIIJI"';' i& u ,rlJl ,.,.., p 1ft Ird, )II ...... ,.,.." f\oIIl1l "" ~ .. -' """ /lfft . ,.,.." ... /11111 iffiI7573 1'11£329 "Subjlat to r"'.nation at r1vbta IJId privlllva ... aat torth 111 deecl ut_ KAran 19, 1951, And recorded .. atofUflid in Book 210., 'av. 1&5, U atill 1lI lorce, and applicable. ... '. 8qbject to raaervAtion ot tight. and priVilege &8 let torth in dead dated August 5, 1951 and recorded •• ator •• aid in Boak 219., 'age US, 1t still i" tore. "..icI oppHclblo. " . Subject to .. taking by the 'l'aWII ot Atawa.,. for ... "we: ..... .:It .... at forth in IlQ f.uu~ 4a;t.4Id Deeallblr 1, 1170 and. ree.crud in. .the au.pd.n Colll\t'Y a.qht:.l'y at: I).e.d.. look 3553, P.9& 17~. Bubj.ct to .. right ot way and ..... eAt to the '1'1= •• '_ G •• Pl,eltDe CO_patty al •• t eocth la lID Agr .... A't dated Jain. " 1'73 aad ~~ed 1D ~~n c:ouaBeRegbtcy Dt.J-S. Boolc 380', lave 2U .. AS IIl.PJliie"~::i~t.b:!t2¥; m7 ~=r... o .. :!J''li''llunM'r.T.a:·l~ subject to .n e ..... nt to tb. ~OWD of Avawam.. .et for~ In' aD inatrument dated S.pt.ab.~ 30, 1975 and reoord.d in the aa.paen County 1legiatry 0'1 D •• d .. 1Iook 421.8, 'age 122. ., Subject t.o 6 Notic. ot: V.dlne. datecl Decellb.:r' 15, .1982 .nlS t.cor~.d 1n the Hampden COunty aeqi'try of Deed. Book Sl5~, 'awe 203. SUQject to • Notice ot ~ •• e by and betw.ea Staart Aau • .maat CompaDfl Lesaor iUld R!veraide Part IntarprUaa, IDe. fL ..... , ckted Kay 30, 1986 aAd recorded 1D _ lWIp/I ... County. lleqhtry ot Doa4. 1D Book &~03, Page 581 • • ubjea~ to A Dce PiaaAcing Statemant by and bttw.eA Stuart amuaement Ccarpany, Deb.tor and Bank ot Hew Jngl.nd-W •• t, lI.A., Secur.d' Party, Eecord.d an June 2, 1'81 in tne Baapden County Regiatry of D •• d, in look 1103, Page 513 • •• bjaat to " [ICC Pia.anaiD/il StltMOltt by and" botween Rheroldo Park lnterpd .... es, Ina •• llebtor aDd Bank a~ Rev .BnljllaDd ...... t:. B.A., gecuncl party recorded on JUne 2 t lIU in the aupda" county Reg-iatty of. De:eda 111 Bock nOl, Paq. 588. . SUbject tQ A .... achu •• tt. .etlanda Prot.ct1~n Act Ordet Qf ccm41t1oD. dated ll,ay 21, 1986 .and recorded .1 ataresaid. 1n Book 1219, PA9~ 400. 'ubjoct to a HQ~c. ot Ccndltlonalot Lim1ted Variance or Spocial 'lr=lt dated Ju1y l, 1986 and r8coEdld·.a aforesaid in look 6211, 'avo 444. lub1ecit t:G • _ •• chu •• tta lfeUud,l protection Act Order of caaillt1ODt1 datad Hay 2&, 1990 and recorded as at"Qraald. ln Aoot 18'5, Pa90 481. , Ba1ng tb_ pz' •• i... Gonvey.t l:y a_ad. of t1.1ch&el J. Oalay t.o stuart bu.l ••• nt CcDp&n.y 4a.teci DctobU" 18. 1939 and recordelS 1n the Baapd_n County Jleq:btry of D •• tb iii. Boak 1fi82 , .&9-410. - l PA=UI cmt~UH !ElL .&'fATE .-:I:tuat.ed. -lD AGAWAM, Bulpden County, Ma •• achu- •• tt.. all the e •• terly _ide of the hi9hway call.d. the Maia. Sue"IIt., leadlnv trcm Agawam to Suffi.ld~ •• 14 tract baing bQUAdad and ~ 4ea=ibe4 •• tallow..' ~. '. . . : '-' s:JGllDlING at • point on the ••• terly side 'of ... :lll 'hi9iu,,~,' about. . • lIyen bWlllra4 (700) bat, IIDra 'or 11111., north of th. Stat.. 1ine ~~: Htw.R the. Stat •• at Ma. .... c:hu.t.t. an4 Cormecti~t. at.·l.&.nd. naw or ·" tGnluly of BenEY Worth1qtoD, tbanCIl iIOidBEiU.oY sOll'tllEllLY an •• 14 'highway, f01lI' hlm~.d •• venty (470 J fe.,t. to • n:ake, thence -In ",Ul1e parallel with lai4 Wort:h1ngtem,. 11l11d to the ConnacticU1: River, thea-c. . em •• 14 river to .aid' worthington'. land, thence on .aid Worthington r. la~d to. the point of ~i~ningl, "i~ the boildiQ98 thereon. Containinv approxi .. t.~y thirteen (13) acre. of laDd. EXCEPTED ,fra. P.~c.l III described above at. tho •• parcal. o~ land and appurtan.nt rights of way previously conveyed by ift.~.nt. duly record.d in"tbe Rampden County •• gistry of De.a •• AI to 'ate.1 III herein the mortglgor. do not warrant the title. DEDIQ the pr~b .. COftYeyed .,y dftc1 of CharI •• O. Ca.,.n...". S;ro. and Gne. M. c.av .... ugtt to stuart Aau .... nt Co., Ina., d.ltad Oetober 26. 1976 and record.d in Kaapd.n Coaaty RegoJ;"stry of O.el1l 10 &po. 4356. page. BO. ~t. RECfMll f' OaTIlS 1990 «rJ:'/~ . !IIIl'1lAlOll £_ -~ • • ~ . • • CONFIDENTIAL: NOT APPROVED FOR RELEASE OR DISTRIBUTION. DraWing Name: Shde Colors Date: 08·16·12 ProJect: Bonzal Pipelines Designed By: LKH ------------------ Park: SF New England File Name: SFNE Bonzal Pipelines Color081612 ----------------------------------------~----.-,,---. Issued for: Permitting Date Issued: September , 18,2012 Latest Issue: October 10,2012 Index No. Drawing Title Latest Issue C-l Legend, Abbreviations and General Notes 09/18/2012 C-2 Overall Plan 09/18/2012 C-3 Demolition Plan 09/18/2012 C-4 Layout and Materials Plan 10/tO/2012 C-5 Grading, Drainage and Erosion Control Plan tO/tO/2012 C-6 Utilities Plan 10110/2012 C-7 Details tO/tO/2012 C.;.8 Details 09/18/2012 C-9 Details 09/18/2012 No. Reference Drawings Latest Issue ------------------~~---------------- Sv-l lof2 2of2 Existing Conditions Plan Proposed Outdoor Slide Layout Proposed Outdoor Slide Layout 08/04/11 06/27/12 06/27/12 • IX ater Park Addition 1623 Main Street Aga\Vatn, Massachusetts roperty Information Owner/Applicant: Six Flags New England 1623 Main Street Agawam, Massachusetts 01001 Site Location Map VHB Vanasse Hangen Brustltn, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts 01105 413-747-7113 FAX 413-747-0916 N.T.S. Assessor's Map: 5A-3 Assessor's Map: 5B-3 Blocks: 256,257,258,262 Block: 52 _ ,sm; PlAN ~ ~F'UWNING~ ~\\~M~~~P~R~IN~G~\P~R~OJ~E~C~~y~2~07~2~.O~1\~C~A~D\~L£O\~P~LA~N~S~ED~'2~O~72~.O~1;~~G ____________ .. __ .. ______________________ ............ ________ .... ______ .... __ .................. __ .... ____ .. __ .. ________ .... __ ................ --~ ................................................................ ----------------------.,111111111111111 Legend Exist. --- 10+00 I ----- --- Prop. ------- 10 +00 I ----- PROPOOY UNE PROJECT UMIT UNE RIGHT-Of-WAY /pROPERlY lI£ EAseMENT BUIlDING SElBACK BASWNE CONSTRUCTION LA~UT ZONING UNE TOlIN UNE -----------_ .... _ ....... . ______ ~6~·-------- ------~mg---------______ ~.,z,--------_ --____ --NIIDZ~ ______ _ ------,.,.. .... , -------- Be cc _-"C",c __ cc SGf 'I9C ) ) = o n H )t a c-. -<l------<>- =- 1.++++++.1 =l\'-.. -l!\- ----4 ~--- BB Be cc CG fCC MOC pr& soc yaC • • •• U • • .... co .. -"'- '.++++4 ..... 1 -4- UMiT Of DISlURBANCE WEnLANO UNE WITH FlAG FLDOOPw. BORDERING LAND SUB.£CT TO flOODING IlEllAND BUFfER ZONE NO DISlURB ZONE 200' RlvmFRONT AREA GRAVEL ROAD EDGE OF PA\ejENT BITUMINOUS BERM BlMIlNOUSCURB CONCRETE CURD CURB AND GUTlER EXlRUDED CONCRE1E CURD MONOUlHlC CONCRETE CURB PRECAST CONC, CURB SlOPED GRAN. EOQNG VERT. GRAN, CURB UMIT Of CURB lYPE SAWCUT BUILDING BUIlDING ENTRANCE LOADING DOCK BOLLARO DUMPSTER PAD SIGN OOUBLE SIGN STEfL GUARIlRAIL WOOD GUARDRAIl. PATH TREE UNE WIRE FtNCE FENCE STOCKADE FtNCE STONE WAl.I. RETAINING WAll. STREAM / POND / WATER COURSE OETENTION BASN HAY BAI.£S SILT FENCE MINOR CONTOUR ---20---20-MAJOR CONTOUR Oll. Sl 11 111111111 il 6- 6-"" @ <® O'!l SL 11\ 1111111111 n e,. e,. ..... PARKING COUNT COMPACT PARK1NG STALLS DOUBLE YEllOW UNE STOP LINE CROSSWALK ACCESSIBLE CURB RAlIP ACCESSIBLE PARKING VAN-ACCESSIBLE PARKING Exist. 21.35 lex 26.8$ se x 132.75 )( 45.0 lli x 3M B1I' ~ ii"I Q "'W -uo--- WD -6"RO - 12"5 --- riA -OHW- -6·"- -4"FP- -J'C- --E--- ---511.1- -1-- -FA--- -CATV- IiII liliiii .. ( co • ISV --.. IiYO '" 'If>.t '" PlV ® ® ¢ Q) ill Prop. I"" ". "' -: ~ . .::~;~,:.,.;" L~ wom ~ 21.35 TCx 26.85 Bex 132.75 x 45.0 lWx 38.5 BW ~ ~ ~"'W 102.lOx -UD- 12·0 .... 12"5 --- _f]_ -OHW- -s"w- -4"FP- -2'OYl-- -G- -E- -SThI- -T- -fA-- -CATV- • -.. • - • ~ 'IN ® TSV - .£JIll EM B ill ... 0-.... 1 .l HH HH s Ii PO PB Cl EI __ J!atchllll! --- CONCRETE HEAV'f DUTY PAVEMEl!iT RIPRAP CONSTRUCTION ENTRANCE TOP Of CURB ELEVA lION BOTTOM OF CURB ELEVATION SPOT ELEVATION TOP & BOTTOll OF WAUL ELEVATION BORING LCCA TION TEST PIT LCCAllON MONITORING WELL SPOT GRADE ON DECK UNDERDRAIN DRAIN ROOF DRAIN SEWER FORCE MAllt O'IERHEAD lllRE WATER ARE PROTECTION DOIIESTIC WATER GAS ELECTRIC STEAM TELEPHUff: ARE ALARM CABLE TV CATCH BASIN DOUBLE CATCH BASIN GUTTER INLET DRAIN MANHOLE TRENCH DRAIN PWG OR CAP CLEANOUT FlARED END SECTION HEADWAUL SEWER MANHOLE CURB STOP & BOX WATER VALVE" BOX TAPPING Sl.EEIJE, VALVE" BOX SIAIIESE CONNECTION FIRE H'YIlRANT WATER METER POST INDICATOR VAL 'IE. WATER WELL GAS GATE G~ MEtER ELECTRIC MANHOLE ELECTRIC METER lIGHT POLE TELEPHONE MANHOLE TRANSfORMER PAD UTIUlY POLE GUY POLE GUY v.lRE '" ANCHOR HAND HOLE PULL BOX MATCHUNE Abbreviations General ABAN ABANDON ACR ACCESSIBLE CURB RAMP ADJ · ADJUST APPROX APPROXlMA TE BIT BliUMlNOUS as BOTTOM OF SLOPE BI'.1..l BROKEN WHITE LANE UNE CONC CONCRETE DYCL DOUBLE YELLOW CENTER UNE EL ELEVA liON ELEV ELEVATION EXIST EXISTING FON rOUNDA liON FFE FIRST FLOOR ELEVA liON GRAN GRANITE Gm GRADE TO pRAIN LA LANDSCAP.~ AREA LOD UMIT OF I).ISTURBANCE MAX MAXIMUM MIN MINIMUM NIC NTS PERf PROP REM RET R&D R&R SWEL SWLL TS TYP Utility CB CMP CO DCB DMH CIP COND DIP FES FM F&C F&C Gl GT HOPE HH HW HYD INV 1= LP MES PWW PVC RCP SMH NOT INCO~TRACT NOT TO SCALE PERFORATED PROPOSED REMOVE RETAIN REMOVE AND ~SPOSE REMOV!': AND RESET SOLID WHITE EDGE UNE SOUD WHITE LANE UNE TOP OF SLOPE TYPICAL CATCH BASIN CORRUGATED METAL PIPE CLEAN OUT DOUBLE CATCH BASIN DRAIN MANHOLE CAST IRON PIPE CONDUIT DUCllLE IRON PIPE FLARED END SEClION FORCE MAIN FRAME AND GR .... TE FRAME AND COVER GUTTER INLET GREASE lIRAP HIGH DENSITY POLYETHYLENE PIPE HANDHOLE HEADWALL HYDRANT INVERT ELEVA liON INVERT ELEVA liON UGHT POLE METAL END SEClION PAVED WATER WAY POL YVlNYLCHLORIDE PIPE REINFORCED CONCRETE PIPE RIM ELEVA liON SEWER MANHOLE TSV T .... PPING SLEEVE, VALVE AND BOX UG UP UNDERGROUND UlIUTY POLE Notes: General 1. CONTRACTOR SHALL NOTIFY 'DlG-SAfE' (1-888-J44-nJJ) AT LE~ 72 HOURS BEFORE EXCAVATING. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFElY, CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE \11TH OSHA STANDARDS AND lOCAL REQUIREMENTS, 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SlDEWAUCS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE ¥11TH 1HE FEDERAL AMERICANS WITH DlSABIUTIES ACT AND WITH STATE AND LOC"L LAWS MIl REGULATIONS (WIICHE~ ARE MORE STRINGENT), 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED IIITH It.lPERVlOUS SURFACES (BUILDINGS, PAVEMENTS, WAlKS, ETC,) SHALL RECEIVE 6 INCHES LOAM AND SEED, 5. WITHIN THE UMITS OF THE BUIlDING FOOTPRINT, THE Silt CONTRACTOR SHALL PERFORM EARlHWORK OPERATIONS REQUIRED UP TO SUBGR~ ELEVATIONS. 6, AAEAS OUTSIOE THE UMITS OF PROPOSED III:lRK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY lHE CONTRACTOR TO THEIR ORIGINAL COI'IlITiON AT THE CONTRACTOR'S EXPENSE. 7. IN THE EVENT THAT SUSPECTED CONIAMINAI~I) :;UII .. IiKUUNI>W/lTI!I\, IlNO unlf:l\ MWlII M~ ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON 'llSUAl. OLFACTORY, OR OTHER EWlENCE, THE CONTRACTOR. SHALl STOP WORK IN THE VlClNllY OF THE SUSPECT M"TERI"L TO AVO'fJ FURlHER SPRE"DING OF lHE MATERIAl. AND SHALL NOTIFY THE OWNER IMMEDIATELY SO lHAT THE APPROPRIATE nESTING AND SUBSEQUENT ACTlON CAN BE TAKEN. 8. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, RlEPAiRS AND CORlREClIVE ACTION IF SUCH OCCURS. 9, DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITlONAL COST TO OWNER, . 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OfF SITE AREAS, AND SHALL !!E .. RESPONSIBLE TO REPAIR RESULTING DAlIAGES, IF ANY, AT NO COST TO OWNER, . . 11. PRIOR TO THE INSTAllATION OF ANY SEWEll OR WATER UNES, THE CONTRACTOR SHAUL CONTACT THE TOVtl'l OF AGAWAM ENGINEERING DEPARlMENT, NO PIPING SHALL BE BACKFILLED \'I1THOUT THE PERMISSION OF THE DEPARlMENT, Utilities 1. THE LOCATIONS, SIZES, AND TYPES OF EXISJlNG UTIUTIES ARE SHOYtN AS AN APPROXIMATE REPRESENTATION ONLY, THE 0v.NER OR Irs REPRESENTATIVE(S) H"VE NOT INDEPENDENllY VERIAED THIS INFORIJATION ~ SHOVtl'I ON lHE PLANS, THE UTIUTY INFORWATION SHOl\N DOES NOT GUARANTEE THE ACTUAL EXISTENCE. SER'IICEABIUTY. OR OlHER DATA CONCERNING THE UTIUTlES, NOR DOES IT GUARANTEE AGAINST THE POSSIBIUTY THAT ADDmONAL UlIJTlES MAY BE PRESENT THAT ARE NOT SHOVtl'I ON THE PLANS. PRIOR TO ORDERlHG MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCA TIOHS, SIZES, AND ELEVATIONS Of THE POIN~ OF CONNECTIONS TO EXISTING UTiUTIES AND, SHAUL CONFIRM THAi THERE ARE NO INTERFERENCES WITH EXISTING UTILmES AND THE PROPOSED UTIUlY ROUTES, INCLUDING ROUTES 1I11H1N THE PUBUC RIGHTS OF WAY, 2. II1-iERE AN EXISTING UTlUTY IS FOUND TO CONflJCT \'11TH n£ PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROI.I THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED ~ INTENDED. THE LOCATION, ELEVATION, AND SIZE OF THE UTiUTY SHALL BE ACCURA TEL V D£TERMiNED II1THOUT DELAY BY THE CONTRACTOR, AND lHE INfORMATION FURNISHED IN IIRITING TO lHE OWNER'S REPRESENTATIVE FOR THE RESOLUJlON OF THE CONflJCT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAl. WORK RELEASES Ol\NER FROM OBUGA TIONS FOR ADDITIONAL PA'tIotENTS II1-iICH OTHERlllSE MAY BE WARRANTED TO RESOLVE THE CONFLICT, 3. SET CATCH BASIN RiMS, AND INVERTS OF SEllERS, DRAINS, AND DITCHES Itt ACCORDANCE filTH ELEVATIONS ON lHE GRADING AND UTIUTY PLANS, 4, RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, G~ GATES. ELECTRKl AND TELEPHONE PULL BOXES, AND MANHOlES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND . SHALL BE SET/RESET AS FOLLOWS: A, PAVEMENTS AND CONCRETE SURfACES: FLUSH B, ALL SURFACES ALONG ACCESSIBLE ROUTES: flUSH C. LANDSCAPE, LOM! AND SEED, AND OTHER EARTH SURFACE AREAS; ONE INCH ABOVE SURROUNDING AREA AND TAPER EARlH TO THE RILl ELEVATION. S. THE LOCATION, SIZE. DEPTH, AND SPECIFICATIONS FOR CONSTRUCTlON OF PROPOSED PRIVATE UTiUlY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BV, THE RESPECTIVE UTIUTY COMPANY (GAS, TELEPHONE. ELECTRIC, FIRE AlARM, ETC.). FINAL DESIGN LOADS AND LOC"TIONS TO BE COORDINA1f.O WllH OWINER AND ARatTECT, 6, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PA'IING fEES FOR POLE RELCCA TION AND FOR THE ALTERA nON AND ADJUSTMENT OF GAs, ELECTRIC, TELEPHONE. FIRE ALARM, AND ANY OTHER PRIVATE unuTIES, II1-iETHER WORK IS PERfORt.lED BY CONTRACTOR OR BY THE UTIUTIES COIJPANY. 7, UTIUlY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS Ol1iERYI1SE NOTED ON lHE PLAN: -STORM DRAINAGE PIPES SHALL BE HIGH DENSiTY POL~THELYNE (HOPE) 8. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHAUL FURNISH EXCAVAOON, INSTAllATION, AND BACKFlLL OF ELECTRICAL FURNISHED SfTEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUI~, DUCT BANKS, UGHT POLE B~S, AND CONCRETE PADS. SITE CONTRACTOR SHALL fOONlSH CONCRETE ENCASEMENT Of' DUCT BANKS If REQUIRED BY THE UTIUTY COMPANY AND ~ INDICATED ON THE DRAWINGS. 9. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN,) SHALL BE DETERMINED BY THE MANUFACTURIER B~D ON lHE PIPE CONFIGURATIONS SHOl\N ON THESE PLANS. fOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET, Layout and Materials 1, DIMENSIONS ARE FROM THE fACE OF CURB, FACE OF BUILDING, FACE OF WALL. AND CENTER UNE OF PAVEMENT MARKINGS. UNLESS OTHERWISE NOTED. 2, CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED, 3. CURBING SHALL BE CAST-IN-PlACE CONCRETE CURB II1THIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. I 4. SEE ARCH1TECTURAL DRAWINGs FOR EXACT BUILDING DIMENSIONS Am DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS. BUILDING ENTRANCES, STAIRWAYS, UTiUlY PENETR"TlONS, CONCRETE DOOR PADS, CO,",P"CTOR PAD, LOADING DOCKS. BOLLARDS, ETC, 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY UNE MONUMENTATION DISTURBED DURING · CONSTRUCTION SHALL BE sET OR RESET BY A PROfESSIONAL UCENSED SURVEYOR. 6, PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHAUL VERIFY EXlSnNG PAVEMENT ELEVATIONS AT INTERFACE \11TH PROPOSED PAVEMEN~, AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACIUTIES. 7, SYI.tBOLS AND LEGENDS OF PRo..ECT fEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NEOCOO"RlLY SCALIl> TO lHoo AC1IJAL DI\IEN!>ONS OR lO"AliONS nN 1I-IF IlRAWlNGS. lHE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUfACTURERS' UTERA TURE, SHOP DRA\IINGS AND FIELD MEASUREMENTS OF SUPPUED PRODUCTS FOR LAYOUT Of THE PROJECT FEATURES. a CONTRACTm SHALL NOT RELY SOla Y ON E1£CTRONIC VERSIONS OF PLANS, SPECIflCA TIONS, AND DATA ALES THAT ARE OBTAINED FROM THE OESlGNERS, BUT SHALL VERFY LOCATION Of PROJECT FEATURES IN ACCORDANCE \Io1TH THE PAPER COPIES Of THE PLANS AND SPECIFICATIONS THAT ARE SUPPUEO AS PART OF THE CONTRACT DOCUMENTS. DelllOlition 1. THE CONTRACTOR TO REMOVE AND DISPOSE Of EXISTING MANMADE SURfACE fEATURES WITHIN THE UI.nT OF WORK INCLUDING BUR.DINGS, STRUCTURES, PAVEMENTS, SLABS, CURIlING, fENCES, UTIUlY POLES, SIGNS, ETC. UNLESS INDICATED OTHERIIISE ON lHE DRAII1NGS, REMOVE AND DISPOSE OF EXISTING UTIUTIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN fEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS. PER DRAWINGS AND SPECIFICATIONS. 2. EXISTING UTIUTIES SHALL BE TERMINATED, UNLESS OlHERWISE NOTED, IN CONFORMANCE \11TH LOCAl. STATE, AND INDlII1DUAL UTlUlY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. lHE CONTRACTOR SHALL COORDINATE UTIUlY SERVIcE DISCONNECTS \11TH THE UTIUTY REPRESENTATIVES, . 3. CONTRACTOR SHALL DISPOSE OF 1lBI0UTION DEBRIS IN ACCORDANCE ¥11TH APPUCABLE fEDERAl. STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES, Erosion Control I. PRIOR TO STARTING ANY OTHER WORK ON THE SITE. THE CONTRACTOR SHAUL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL EROSION CONTROL ,",EASURIES ~ SHOVtl'l ON THE PLANS AND AS IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT, 2, CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT THEREFROM ON A WEEKLY BASIS AND IIITHIN r.m.VE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY 00 NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND . fflOJ¢TED AREAS.'·· . 3. CONTRACTOR SHAUL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WI-lETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT, 4, CONTRACTOR SHAUL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR II MINIMUM OF TIME BEfORE THEY ARE COVERED, SEEDED, OR 0TI£R\\1SE STAIIIUZEO TO PRE'lENT EROSION,· . 5, UPON COMPLETION Of CONSTRUCTION AND ESTABUSlf.iENT Of PERMANENT GROUND CO'IER, CONTRACTOR SHALL REMOVE AND DISPOSE Of EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRIE DRAINAGE AND SEYo<R SYSTEMS. Existing Conditions Information .,' 1. BASE PLAN: THE PROPERTY UNES SHOl\N WERE DETERMINED BY AN ACTUAL FIElD SURVEY PERfORMED BY HERITAGE SURVEYS IN 2000, 2. TOPOCRAPHY: ELEVATIONS ARE BASED ON NGW DATUM. VHB Vanasse Hangen Brustlin, Inc, Transportation Land Development Environmental Services One Federal Street Buililing 103-3N Springfield, Massachnsctts 01105 413-747-7113 -FAX 413-747.0916 No. .. ""'''' Dot, ~,vd. Designed by (Orotm by I Chodoed by JJF CAl) checked by Approved by ... '" 0 ... September 18,2012 Projlct lItI. Water Park Addition Six Flags New England 1623 Main Street Agawam, Massachusetts luued for Pennitting Not Issued for Constuction OrowlnQ n Ut Legend, Abbriviations and General Notes C-l Sh..t ot 1 8 Project Hum'*' 12072.01 12072,OI-LmoWG ------------~- '" .. N ~ .;; .., ~ o 2 ) 11 It ~ I --------------------------------------------~----------- z --- WATER PARK ADDITION LOCATION 200 o 200 400 ------- SCAlE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, Massachusells OliOS 413.747·7113 -FAX 413·747-0916 No. R.'II.lan Oot. i""' .... D .. ~b1 IDra., by I OIedcad by JJf CAO eheclutd by Ap, ..... Oy ScoI. 1 "=200' Oot. Seplember 13,2012 ProJtcl. nu, Water Park Addition Six Flags New England 1623 Main Street Agawam, Massachusetts . Not Issued for Constuction Drawfnw ntle Overall Plan C-2 Projoct Numb ... 12072.0\ 12072.01-0W.OWG ------- ----------------_ .. _----.--.. --.. ------------'--.. ~.---_.------------ pt '" x 91' , .... "", , ". , )<94.7 X95.1 .. ~ PATRICIA ROSE YOUNG PAPKE t t t t I i€' ~I lL ~I 3, , , , \ , , NjF JEAN E. PEARSON ><91.2 X91.2 X69.~ ><99.5 )<88.5 -------- ><92.1 X9I).9 X91.5 o 8 9.2>< 88.5X 1.--'-- ><88.6 X88.7 [5 '-::::===--- /'" o 000000 o o o WATER LINE REMOVE El<ISTING BITUMINOUS WALKWAY !t DUAL AISLE N/F JAMES MANNING o REMOVE EXISTING PAVEMENT v N/F LONGO -_.------------------------------ , , , , I \ ~ .. " " , \ I , I ! I L---......_J Cl04 N/F DOMINICK J. RICCO o 19 .r:Ji-~;'\ '-EXlSl~NG PAVEMENT TO REMAIN 0> 0 I .., N I 0 ~ w z ::; a -l w L:: Vanasse Hangen Brustlin, Inc. Transportation Land Development BnvironIlleoUil Services One Federal Street - Building l03-3N Springfield, Massachusetts 01105 413-747-7113 -FAX 413-747~916 N 40 0 40 SCALE IN FEET No. Revle10n 80 l -, , ""t. !'P'''' "".. September 18, 2012 ProJect 1100 Water Park Addition Six Flags New England 1623 Main Street Agawam, Massach~tts loeued for Permitting Not Issued for Constuction Demolition Plan D, •• 1n9 Hum"'" C-3 sn .. t of 3 8 ProJed Numb .. 12072.01 12072.01-DEM.dwg . . ;: .• ",:';:.", ... !:,~.~ ': c ~ lot 1: " <> '" Q. .. .. ~ -N ~ !'l 0 -~ ~ .0 2 0 0 ~ 91.f " ~ ~ i _J ] ~ 0 ii: A a ::E JJ Q. .... N ; ~t -.. (; '" 2 f/ ~ .. ! 0 0 lot " iI .. c " ~ " ~ " III ~ , I , / , I , I • I I H , I , I , 91.7 : I I I : ¢J I I I I I I I <> I I N , /8 ~ - X94.7 I , 1 , t ----- 0 0 ~ - '" x ---- / I -- 1 "'\ ",'of W B )ncs ~ ) ---- PATRICIA ROSE YOUNG PAPKE X91.2 X91.2 xa9.::> X8S.S o EXTEND EXISTING t t t t I I FENCE 4' CONTROL FENCE I TOWER . "--. GIJ§T9M §Hi\I~""" --- RELOCATED FENCE III ---0---0-- 815 t..F a-HOpe __ N/F JEAN E. PEARSON - X92.1 X90.9 89.2x X8S,6 XSS.7 ()':::==~ N/F JAMES MANNING 68.5X '::k-::::-::- • • $. o GRAVEL \ BITUMINOUS PAD \ SNACK STANDI r----1----1 DINING PA 110 I I o J; o ---Y9khm'y---~O;~§ AREA ./ ---_CO~T . __ /'" (FUTURE WATER FEATURE) J -- o --- ------. NEW S' 81TUMINOUS SIDEWALK ---- ~o N/F LONGO ----- ---¢' -- Site Data Chart "--4' CONmOL FENCE FENCE ------ ! I L=35.54 ~~.=4IJ'8'22· R-50.52 --- - WORK UMIT AREA: EXISTING PERVIOUS AREA: EXISTING IMPERVIOUS AREA: PROPOSED PERVIOUS AREA: PROPOSED IMPER~OUS AREk % CHANGE IN IMPER~OUS: .' ----- I ----_.J---__ ---- ------ - -_.:\'-1- ------- N/F DOMINICK J. RICCO o o --- --- • 153,500 SF 00 SF 153,500 SF 49,200 SF 104,300 SF 32 % F P BO! ---- -- I J I I I q I I • < , ~ < Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts OlIOS 413-747-7113 -FAX 413-747-0916 N 40 o 40 80 ------- SCALE IN FEET 1 UPOA TE5 PER COMMENTS 10/10/12 JJF .~ R.vI.lon Dole 1""' .... Designed by 'IDrown by ' ........ b'JJf CAD chlClo;e4 I>V Apprcw.d by Scol. 1"=40' Dole September 18, 2012 Pro}eel 'T1U. Water Park Addition Six Flags New England 1623 Main Street Agawam, Massachusetts I~ulld tor Permitting Not Issued for Constuction Drawing l1Ue Layout and Materials Plan O,<nring Number C-4 Sh.t of 4 9 ProjKl Numb. 12072.01 12072.01-LM.dwg 1 7 .1 < 9 )9 i I , I , I , ! f 90.4 , X94.7 X95.7 X93.7 X95.3 ------:(--~ t t -- - "'\ ,.,. (3U ) U ---- , .... SIH X92.8 T SACK .' ..... xes.s 1 'l"t xes.s I <> 1f-,-fJ ...... J-____ ~i="2-\.-+ __ X89.2 )(92.9 pt --~---~==~~ PATRICIA ROSE YOUNG PAPKE N/F JEAN E. PEARSON X91.Z }(91.e X89.5 X99.5 xB8.6 X88.5 X88.7 xeS.7 WATER UNE --------" x91.4 N/F JAMES MANNING X89.1 x S9.2 X87.7 N/F LONGO X8S.4 ... X86.9 x 8S.S SILT FENCE XB3.3 X83's .. XSSc7 . X87.5 7 .. . "" )(§O.£!. l __ ·_+----M ---~~_ ---., -- , J / x18.9 18 , , , , • §ILf !lACK -------------' X8e.S X83.3 N/F DOMINICK J. RICCO x 81.9 XS2.8 )(81.6 83.2 o X83.\ X76.3 B x77.3 -\--~-- 19 ><7&.3 x 7B,3 x 7 .5 X79.6 o X79.S - )(81.0 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, MassaChusetts 01105 . 413.147-7113 -FAX 413-747·0916 N 40 o 40 SCALE IN FEET 1 UFO" lES PER COMMENTS No. R,¥/alon OesIgn.d by \orol'l'n by 1 80 10/10/12 JJF Dolo ~ ... OIdocl by JJf CAt) dwck«l by ~pro-..cl by Scola 1 "=:401 .... September 18, 2012 ProjeCt 11tIe Water Park Addition Six Flags New England 1623 Main Street Agawam. Massachusetts ,,.ued for Permittin~ Not Issued for Constuction Orow\ng'TN- Grading, Drainage and Erosion Control Plan C-5 ...... of 5 9 Propel Number 12072.01 APPROXIMATE GAS LINE EASEMENT WAS SCALED FR 12072.01-GD.dwg ------------------------------------- 1 91 ~ /o_J I A -_J4 =r II 0 I , I if I · I , I , 8 • j • I , I · )9 I 1 19 1 1 I I I I 1 1 -0- x~,o I • I • I • I • I • I • I • I ~ • I • I • I -- "'\ =0 ) .... " _·f(S"V- X94.7 X9'5.7 o 4-fORCE MAIN SCHEDULE 40 t .-/-.. ~~-' - - - PATRICIA ROSE YOUNG PAPKE t )(91.2 :<91.2 X89.5 89.2X X88.6 X88.5 ~ D ~ t ° !ll~ 0 ---- t t .... <> TANK ------ tJ=,---------·8 o N/F JEAN E. PEARSON X88.7 0 ° -- .... WA1ER LINE f" 1'7.:;:-;-:r()...-=-= SEWAGE PUMP STATION VI>J..VE BOX N/F JAMES MANNING -- ----- -' - 12" ----- N/F LONGO --~ " " \ \ \ \ " ... ... ... I I ; , SILT SAct< I I I I I --- ---- .--- v1 14 I =- --- --- N/F DOMINICK J. RICCO , , , • • ,j~ .r;.\ ------------ --- --"------_ .. _---' --- o E ---- 19 - Vanasse Hangen Brustlin, Inc. TIlIDsportation Land Development Envirorunental Scrvi= One Federal Street B1Il1ding 103-3N Springfield. Massachusetts 0 II OS 413-747-7113 -FAX 413-747-0916 N 40 o 40 SCALE IN FEET ---- 1 UPOAlES PER COMMEIITS No. ,.."" .. Desl9"fl by lDrown by 80 10/02/12 JJf D ... I'w .... \ "", ..... by JJF CAD ~.cklBd by ",,-by sew. 111=40' -September 1&,2012 Ptoje<:t TJUe Water Park Addition Six Flags New England 1623 Main Street Agawam, Massachusetts Ihuod tor Permitting Not Issued for Constuction Otowln9 flU. Utilities Plan Drawing Number C-6 ProJect Number 12072.01 i~ __ -----------------------------------------I o· - \\MASPRING\PROJECTS\12072.01\CAO\LD\ELANSET\I2072.01-DET ,~" BITUMINOUS TOP COURSE lJi" BITUMINOUS BINDER COURSE 12" COMPACTED GRAVEL "--COI~PA,CTE'D SUBGRAOE Standard Duty Flexible Pavement Note: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF FURTHER GEOTECf!NICAL INVEsnGA TlONS. Bituminous Concrete Pavement Sections N.T.S. FINISH PAVEMENT Source: \tI8 S· '--Bn~MINOlJS CONCRElE PAVEMENT SURFACE COURSE Bituminous Concrete Sidewalk N.T.S. BINDER COURSE 1I" COMPACTED GRAIlf;L (IJi" MAX STONE SIZE) COMPACTED SUBGRADE NOTE: BOTH SURFACE AND BINDER lolA TERlAL SHAll BE DENSE MIl<. 6/08 8/11 RETAININO WAll AININO WAll r-----20·-----l . CONCRElE ~-~ PAC 8" COW'ACTED GRAVEL (1~" MAX STONE SI2E) Notes: 1. CEMENT CONCRETE SHALL BE 4000 PSI-T'l'PE II Concrete Walkway at Queue Line N.T.S. lJi" x lJi" • 4' WOOD STAKE OR APPROVED EOUAL SILT fENCE-, WORK AREA .£bQ.\1 .L-o"¥l II I II I II Ilf I II I II " (MIN.) Silt Fence Barrier N.T.8. I II I II V '--'W. W. MESH II IJ PROlECTED AREA Wood Stake Joint Detail 6/08 Elevation Net",: 1. fENCE DESIGN BY SIX FLAGS NEW ENGLAND VENDOR. 2. MATERIALS TO BE SUPPUED AND INSTALLED IN CONFORMANCE v.1TH "CHAIN UNK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL Decorative Fence: Outside of Queue Line N.T.S. ALTER fABRIC Source: \/HB Plan View 1 t,2" CRUSHED STONE Cross-sectioD Notes: MOUNTABLE BERM 1. ENTRANCE WIDTH SHALL BE A TVtENTY-FiVE (25) FOOT MINIMUM. BUT NOT LESS THAN THE FUll v.1DTH AT POINTS 'MlERE INGRESS OR EGRESS OCCURS. 2. THE ENTRANCE SHAll BE MAINTAINED IN A CONDITION WHICH SHAll PREVENT TRACKINO OR FLOv.1NG OF SEDIMENT ONTO PUBUC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSINO v.1TH ADDIlIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPItLED, DROPPED, WASHED OR TRACKED ONTO PUBUC RIGHTS-Of-WAY MUST BE REMOVEO IMMEOIA TEL Y. BERM SHAll BE PERIlITTEO. PERIODIC INSPECllON AND MAINTENANCE SHAll BE PROVIDED AS NEEDED. . 3. STABIUZED CONSTRUCTION EXIT SHAll BE REMOVED PRIOR TO FINAL FINISH MATERIALS BEING INSTALLED. 4. LOCAlE STABIUZED CONSTRUCll0N EXIT AT EXIT LOCAll0N FROM PARK ONTO STATE ROUTE 159. Stabilized Construction Exit N.T.S. Source: \"HB 6/03 6/08 11------,--UGHT POLE " ANCHORING SYSTEM BY MFG. I " CHAMFER UCHT POLE BASES IN P ARKINO LOT TO BE PAINTED YEllOW (13 HORIZONTAL TIES 0 12" C.e. 4-#5 VERTICAL-EO. SPACED FINISH GRADE (MATERIALS VARY) ~=t1:;:;:=1~~~=~\-.._ CONDUIT AND GROUND ROO CONNECT TO INSIDE METAL POLE SEE ELECTRICAL PLAN FOR SIZE (15 REBAR COMPACTED OR UNDISTURBED SUBGRAOE BOLT LAYOUT " MOUNTING PROCEDURE AS PER MfG. SPECS 2" COVER Plan ON REBAR Section Notes: UGHT POLE FOUNDATlOtj DESIGN IS SUBJECT TO CHANGE BASEO ON ANAL POLE AND FIXTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Light Pole Foundation Detail (Up to 15' Pole) N.T.S. Source: VHB CATCH BASIN GR~m;--,. SILTSACK Plan View CATCH BASIN GRJI lE--,. SILTSACK '-EXPIINSION RESTRAINT Section View Notes: 1. INSTALl SILTSACK IN All CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCINO WORK OR IN PAVED AREAS AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN REMOVED, 2. GRATE TO BE PLACED OVER SIL TSACI<. 3. SlL TSACK SHALl BE INSPECTED PERIODICALLY AND AFTER All STORM EVENTS AND CUEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTlY AS NEEDED. IIAINT AIN UNllL UPSTREAM AREAS HAVE BEEN PERMANENTlY STABIUZED Siltsack Sediment Trap N.T.S. Sourc", VIiS 10/03 6/08 ---- Vanasse Hangen Brustlin, Inc, Transportation Land Development Environmental Services One Federal Street Building 103·3N Springfield, Massachusetts OlIOS 413-'747-7113 -FAX 413·747"()916 1 UPOA TES PER COMMEI'lTS 10/10/12 No. ..,.., .. D ... JJf ....... Oftl'gntd by Torown by T "' .... '" by JJf CAD dtDCkod by ApprOWld by Sed. N/A OGt. Sep1embcr 18, 2012 Projoct TItl. Water Park Addition Six Flags New England 1623 Main Street Agawam, Massachusetts Permitting Not Issued for Constuction Drewlng lltt. Details C-7 Shut 01 7 9 ProJect Numb .. 12072.01 12072.01-DEr.DIIf1 OJ 5 OJ CD ~\~\M~A~SP~R~IN~G~\P~R~O~J~EC~TS~V~2~O~72~.~Ol~\~C~A~D\~L~D~\~~L~A~N~SE~T~\~12~O~7~2~.O~1~D~E~T~ .................................................................................................................................................................................................................................................................. -,111111111111111 FINISH GRADE Alternate Eccentric Cone Section Notes: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2. PRO"DE OPENINGS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 4. CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MAXIMUM). ''-'--_~ I-IF=====4ii---SEE NOTE 3. .. OIL/DEBRIS TRAP '--SE:E NOTE 2. COMPACTED SUBGRADE Catcb Basin (CB) Witb Oi1/Debris Trap ______ -.::6/..::.::oB N.T.S. I 3D" DIA. I ACCESS Source: 'MB LD_101 Notes: ~]3; DP I ';:<.;';(J I I 48" DIA. MANHOLE I I 1. STRUCTURES SHALL BE PRECAST CONCRETE. DESIGNED FOR HS-20 LOADING. --4-L-J-p- Alternate Top Slab (STEEL REINFORCED FOR HS-20 LOADING) 2, COPOL '\'MER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE. 3. EXTERIOR SURF ACES SHALL BE GIVEN TWO COATS OF BITUMINOUS WATER- PROOFING MATERIAL. I 8"1 30" DIA. I 8"1 ACCESS ____ L-_ ~----- A COMPACTED GRAVEL---' COMPACTED SUB GRADE ----' 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 5. STANDARD SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH SEWER BRICK AND MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MAXIMUM) SEE NOTE 3. §EE NOTE 4. ARCH INVERT TO BE CONSTRUCTED WITH SEWER BRICK LAID AS STRETCHERS AND ON EDGE. L---BR~ICK CHIP AND MORTAR OR CEMENT CONCRETE FILL Sanitary Sewer Manbole (SMB) 6/08 N.r,s, Source: VHB LO.JOO 24" DIA. I AccEss I ~I..,t~< ~i'T"-·II····1 ---,-,00'---1'",,-,--," .... -:;:" '"J ~.. .... .. _ . ~: .. ·· .. k···'-·: I ~ I I 48" DIA. (MIN.) : I --4-L-~ Alternate Top Slab I 8"1 24" DIA, I 8"1 ACCESS' __ -i~_ -~---- SEE NOTE I.r+--------------~,~ Notes: 1. ALL SEC110NS SHALL BE DESIGNED FOR HS-20 LOADING. DIAMETER OF STRUCTURES SHALL BE COORDINATED WITH PIPE CONFIGURA 110NS. 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE. 3. PRO"DE OPENINGS FOR PIPES WITH 2- MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CCNNECTIONS. 4. JOINT SEALANT BETWEEN PRECAST SEC110NS SHALL BE PREFORMED BUTYL RUBBER. 5. DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MA)(IMUM) ...---SE:E NOTE 4. ,--S:HE1.F TO BE CONCRETE FORMED AT A SLOPE OF 1" PER FOOT. illT DIA. VARIES ~~~~~~~~r~~:~NOTE 3. 12" (TYP.) '-<:EMENT CCNCRETE INVERT FOR DMH 5, INSTALL PVC PLUG ON INLET PIPE FROM CB 1. L---C<)MF' AC'TED GRAVEL CUT 4" DIAMETER HOLE IN PLUG AT BOnOM Drain Manbole (DMH) NT,S, Souroe: 'MB .." ...... .... SUBGRADE Pump Slatton Ply Pump SlatioD Section .... -_ .. '" 4/11 Sewage Pump Station and Valve Chamber (Duplex, Submersible) N,ToS, Source: VIiS PAVED AREA SEE APPLICABLE PAVEMENT SECTIONS COMPACTED GRANULAR FILL SAWCUT LANDSCAPED AREA COMMON FILL! ORDINARY BORROW SURFACE VARIES -WARNING TAPE F ~ ~j~~CI~~Al;~A_~M.~PED HAUNCHING ~ BEDDING Notes: COMPACTED SUBGRADE 1. WlHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 3. FOR HOPE PIPE, DIMENSION IS 24 INCHES. Utility Trencb N,T's, L_ • ValVI:: Chamber Plan Valve OJambe!" Section --~-..... Source: VHB NOD I ... CCI1CII ItWI-" MCINCIII1IIO ImI '" .... S flU ---I. PRECMI' CIIIaIEIE SIIIIeMD IHML • __ • ~ tnI _10 ~ CN'I8IA. I. COCM"II aWoL.I£,. ...... ~ nIEI'InI &alii ~ Tl'I'I!: a:~ wtmIT. ... '0'11."" ~ .... twILL. 1IIfl'~ A'ttl" o.c. .. M f\U .:.1M CI' 1Hl VN..V£ 0-. II. I'IMCMT ODIIICIIE'II: DI1IIICII awMII ItW.I. ...... ,. W.1I II' 1I'UIMIlUI1M1III'IlOOFIIO .., ... ,L- I, .an' IfMNfI' IEI'IIDI PMICM1' .mDIII1tWL • IUTIL --'J, ~T_'!R-=I!!:..~.B'Ll! !!.."'.~~~ tuQl ~T_ImMII .......... _~ --• #II.AIIM _ .. "_ -'-_ UIIIA_ It H .... UIIIA_ AI 'lIE ~ CIIIITIIIII. PMB. .. l,OC.tIlE __ ". fl.I».T ... -." TO P!IINIE CUM M:CIII 10 ..... NIl I..DII!ft I"IIII'S CIM 'IHI: 11M. smaL III 110 _ IiIPJT .IIIU.M ... ....-'" ~ 111 ......... ~'O:;~'''''''''1l. ~_ .. _ AI ..... (l1MGI...., OM AU. '" ..... JIIIa 'I.II..'oU All) mIIICII INM.I. • nMGIlI DUClU .. ~ .... __ ...... ITA" Me VlIL'II! a-. ~ H PI'I WMmIt • + IIOD III: I.MGIIL 13. ___ 'lUlLWSMD ~ -.L II: mmu: 4Q III.\INI' 'fEIJID ...... .,... ~ ~ """" mIlCH AN) v .... w ~ wei ,.. PIlE EIIMEIIR. lDI _ ... ..... , ... PIClDaM _ 1D • DE....m ., CI'lIflItICI1II ~~1nE~~~~3.a tIlE~-=EiE5=· IIIImlIID ~T IMY IE 1'IIl3OfT. IIItl.IJI:IfCIi .". ~1f.H..~=-,~ .. 6/05 7/12 LO-225 SEE DRAINAGE PLANS FOR RIM ELEV. ,----GALVANIZED STEEL GRATE ;---STANDARD (20"xl0") CATCH BASIN toMPATABU: rllfmmIDII1[ll]lIIJmmID:rq-,.Dcn:J[m~t WITH TRENCH DRAIN SYSTEM END CAP 5=1% TYP.)_ Profile ACO DRAIN SYSTEM (OR APPROVED EQUAL)--~ : "" . • 4. • B" 0' 1/"1r-SEE DRAINAGE PLANS FOR PIPE SIZE. LOCATION AND INVERT ELEVATION i:3 24" ~ MIN, ,-----,ANGLE FRAME SYSTEM '-~~:~r~~E TREATMENT '0 ~~1I~~~~=g~~~TEPLI\CE • .'. ,0 0 •. -' ',. 8" 4 • ~ .• J_--=C--~ _-+-cmAPA,CTE:D GRAVEL o Section A-A DISTANCE VARIES SEE DRAINAGE PLANS TRENCH DRAIN iA Plan Trench Drain (Type A) N,r's, I 30-DIA. I ACCESS i 20" I I U DIA. Notes: 1. TRENCH DRAIN SHALL BE HEAVY DUTY TYPE DESIGNED FOR H5-2D LOADING. 2. CONCRETE SHALL BE 5000 PSI CEMENT CONCRETE (TYPE II) 6% (1.5%±) AIR ENTRAINED. 3. TRENCH DRAIN GRATE SHALL MEET AMERICANS WITH DISABILITY ACT (ADA) REGULA 110NS. VARIES Source: YHB Notes: 1. STRUCTURES SHALL BE DESIGNED FOR HS-20 LOADING. 4/11 ~]3; D"ll I ';;.; ,:,'J 2. I :. 48" DIA. MANHOLE I I COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12-O.C. FOR THE FULL DEPTH OF THE STRUCTURE. --4-L---4-'-3, EXTERIOR SURF ACES SHALL BE GIVEN TWO COATS OF BITUMINOUS WA TER-PROOFING MATERIAL Alternate Top Slab (STEEL REINFORCED FOR HS-20 LOADING) FINISH GRADE SEE 5 • .::::tl~!::::::::::!~ NOTE _ 4. JOINT SEALANT BETWEEN PRECAST SEC110NS SHALL BE PREFORMED BUTYL RUBBER. 5. STANDARD SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH SEWER BRICK AND MORTAR (2 BRICK COURSES TYPICALLY. 5 BRICK COURSES MAXIMUM) 6. MANHOLE DIAMETER SHALL BE VERIFIED BY CONTRACTOR AND MANUFACTURER BASED ON PIPE DIAMETER AND FITTING DIMENSIONS. 'c------SEE NOTE 3 . ...--SEE NOTE 4. ,,----REMOVEABLE CAP (TYP.) ,,----45' BEND (TYP,) r---PIPE SUPPORTS/RESTRAINTS (STAINLESS STEEL) ,r---WYE (TYP,) ;---FLEXIBLE WATERTIGHT GASKET OR SLEEVE ~-SANITARY PRESSURE SEWER nn ..Irm..'~~~~-:::::!?:=.:-1I (FORCE MAIN) FITTINGS SIMILAR TO PIPE MATERIAL AND TO BE L--rJ;/!i!l===\!J iti=;;::\tllrFFr-_...J FLANGED/BOLTED FDR DUCTILE IRON OR SOL VENT WELD FOR PVC. ~~~~~~~i~~~~~~~~~~~~:WlHERE PIPE COVER IS LESS THAN 4 FEET. PIPING AND FITTINGS IN MANHOLE SHALL BE INSULATED TO A MINIMUM "R" FACTOR OF 12 INSULATION SHALL BE PROTECTED WITH A WATERPROOF COVERING. COMPACTED COMPACTED SUEIGRI~DE'-' '--, 6" SEWER WITH FLEXIBLE SLEEVE DRAIN TO ADJACENT GRAVITY SEWIER WlHEN AVAILABLE Sanitary Pressure Sewer Cleanout Manbole (SMB-CO) 6/0B N,T.S, Source: VHB LD.J06 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts 01105 413-747-7113 -FAX 413-747-0916 1 UPDATES PER COMMENTS 10/16/12 JJF No. Revblon Date ~pp"'o Designed by I Drown by I Checked by JJF CAD checkod by Approvoo by Scale N/A Oat. September 18,2012 Project TItte Water Park Addition Six Flags New England 1623 Main Street Agawam. Massachusetts Issued for Pemuttmg Not Issued for Constuction Drawing TItle Details Drawing Number C-8 Sheet of 8 9 Project Number 12072.01 12072.01 DHDWG -- 100==-=~~~~aE==~=:=E==-=:::::::====t=======r==t~===+=======:~~---.---:" _____ ._4J'lrlllr-~(C~O!';N!:!!NE~CT 4" FORCEMAIN ~ ________ ~:H-rH"~ TOlDOSnNG~GR~A~~~TY~S~E~~~~~=============i====-t-t-------~-======~====================~======~==============t====== --------~----i-----------_+-~-~~~~?r-----J , -"''''''"' ,,,,.=.~, ~,-I ' , . ------t-!< 0 oi " '-! ~~__ _ _ _--I " ' III Ol ..... "- . ··-----------t-------------+----~GZ~··io!-~'!il r;-;iLd. ___ -J 95 90 85 80 75 70 , ___ -=(:L:::-=.::-=-=-=~=:£.--f4~:;-, ________ . ESMT _________ + _______ --+----~~~~~5~~:Z .. ~~~. --J APPROXIMATE LOCA llON OF EXISllNG MUNICIPAL WllH TO'MII 01-" AGAWAM DE ARTMENT OF PUBlIC WORKS "-' 0 :J: _. . . ~ ... .. :> ~ ~ , . -::=; 10+00 11+00 12+00 13+00 SCALE: 1: 4 VERTICAL 1: 40 HORIZONTAL -It CIl :8 ...:t-: "'''' :iE~ 14+00 1 LJ -:- 15+00 16 +00 17+00 1 r'- ~ Dill <Xl ~ ;;.8l ::; ~,:.: 0 > r.;!Z f7I w'" 13 ~. el :f ~z 18+00 19+00 ~ Vanasse Hangen Brust/in, Inc. Transportation Land Development . Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts OliOS 413-747-7113 -FAX 413-747-0916 No. R.wlon Dolo ...... , Deolgned b)' ---I Drown by Ta.-by JJF CAD "' ..... by Approvad . by ..... 1:4V,I:40H Dot. September 18, 2012 Project TItle Water Park Addition Six Flags New England 1623 Main Street Agawam, Massachusetts .nued for Permitting Not Issued for Constuction Details Drowlng N",",*, C-9 Sheet of 9 9 Pro)!ct ftumtMtr 12072.01 START DECK EL 165.25' -- MARK SLIDE TYPE GPM A ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 B ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 C ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 D ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 E ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 F ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 TOTAL LENGTH: * Slide height is from finished RUNOUT deck to finished start deck. ** Slide lengths includes 84.00' of runout. 117' MIN. CLEAR WAlkWAY EXTENTS Of RUNOUT "'-0-RUNOUT DECK EL. 100.00' HEIGHT (ft) LENGTH (ft) 65.25' 255.26' ** 65.25' 255.26' ** 65.25' 261.92' ** 65.25' 274.34' ** 65.25' 274.34' ** 65.25' 261.92' ** 1583.04' 17'-6l1" ----------.,--------------------------------------------, -------f-----.---. r------------------------------? I I ... I I I I I I I I I I I .... -0' • >.t 'i' ... - b I ... L _____ .______ __, __ --+ I I I I I I I I I I I I I I I • ::s I Go - r---------------...i ---I- I I I I I I I I I I I -----------------------------------.--~-........ -----------------------------------------4!::rl -------t----'--~ RUNOUT DECK 99'-5~~: MIN. CLEAR WAU<WAY EXTENTS Of RUNOUT EL. 100.00' 17'-6~' © 2012 -Splashtacular. Inc. All Rights Reserved. DownUnder -narrow footprint Bid1.dwg This document Is the Intellectual property of Splashtacular, Ino., which has exclusive rights to proprietary trade secrets and confidential Information contained herein. Receipt of pennl$slon to use thl8 document does not convey any rights to U8e the Information contained herein without prior written consent of Splashtacular, Inc. p S R~ Waterslides and Waterpark Attractii~.d 78-365 Highway 111, #424 La Quinta, CA 92253 TITLE: PROPOSED OUTDOOR SLIDE LAYOUT PROJECT: CLIENT: A • 6, --.J -./-DESIGNER: K SO COUNTRY: sf;ALf.6~.17S'1. 9809 CITY: STATE: SUPPORT STRUCTURE QUANTITY NUMBER OF COLUMNS (24"¢) 4 NUMBER OF COLUMNS (16"¢) 13 LANDING SUPPORT ARMS 4 SUPPORT ARMS FOR SLIDE A 10 SUPPORT ARMS FOR SLIDE B 10 SUPPORT ARMS FOR SLIDE C 9 SUPPORT ARMS FOR SLIDE D 11 SUPPORT ARMS FOR SLIDE E 11 SUPPORT ARMS FOR SLIDE F 9 CONCRETE PIER (30"¢) 12 TOTAL DECK AREA (SQ FT) 1670 NUMBER OF TREADS 103 TREAD WIDTH 60" CANOPY (SO FT) 1448 CANOPY (LINEAR FT) 389 The dimensions contained herein are a result of initial site information that was provided during the preliminary design process. While every attempt has been made to assure accuracy, final construction drawing dimensions may vary. PRELIMINARY NOT FOR CONSTRUCTION B 0 #1 UNITED STATES 1 OF 2 . ... __ .... __ ... --._._ ... _ .. , ------_._ ......... _----_ ... __ ......... ~-------... --------....... --- © 2012 -Splashtacular. Inc. All Rights Reserved. This document Is the intellectual property of Splashtacular. Inc., which has exclusive rights to proprietary trade secrets and confidential Information contained haraln. Receipt of permission to use this document doas not convey any rights to use the Information contained haraln without prior written consent of Splllhtacular, Inc. P R~ Waterslides and Waterpark Attracti 78-365 Highway 111, #424 La Quinta, CA 92253 DownUnder Narrow footprint Bid1.dwg TITLE: PROPOSED OUTDOOR SLIDE LAYOUT PROJECT: CLIENT: DESIGNER: KSD COUNTRY: sf:.ALi1:6/j.lIS1.9809 CITY: STATE: ---_ ... __ . -..... _---_ .. __ ._----_._. __ .. -_._. -_. ---'--------_ .. ------ The dimensions contained herein are a result of initial si~e. informat~on that was provided during the pr@llmlnory d@slgn process, While every attempt ~as been. ma~e to assure accuracy. final construction drawing dimensions may vary. PRELIMINARY NOT FOR CONSTRUCTION 80 #1 UNITED STATES 2 OF 2 i ~ '" N ~ Iri '" & oS - I • I · I I • I I , I • : ¢J I , I • I I I I I I I I I .0-I X94.7 X<JS.7 m x "'0 x ~. x , .. ". x x t N -_._--_. ------- _/ ---- pt PATRI CIA ROSE YOU NG PAPKE ~ 1 [IIJ t t t 2" PHESSUR( OlSCHAftCE FROM PUMP HOOSE 'lJ <I> xSS./; 0 89.2 X SS.OX ~~ 0 0 0 --------~- 4" WAlOR LINE • • • 0 .~ • • • • ,. ----.. • ... " , , , I \ , .. .. " \ I , • .. ~~----------------------------------7 '----------------------j ---. -------'--- ________ SCAlm,. G& LINE EASEMENT ..£R0 M...j9.lllL _ _ _ . ----------------------------- JO' ---- - - --0----~ ------------- 000000 o o o N/F JEAN E. PEARSON N -, I I I I I I I I I I I I I I I I I I q I 0> 0 I ~ I 0 ~ w z :::; ~ a w 5 g a iil i;: 10€ Vanasse Hangen Brustltn, Inc. Transportation Land Development Bnviroomental SeMces One Federal Street BuildW8 103-3N Springfield. ~husetts 01105 413-747-7113 -FAX 413-747-0916 N 40 o 40 F SCALE IN FEET N •• ......... 80 "" .. rw""- DeSIgned ~ \Drawn by CO""'_' by .iJF , I I I ) ./ CAD c:hoclMd by ......... y • , Scole 1-==40' Do" September 18. 2012 Pro)let lltie Water Park Addition Six Flags New England 1623 Main Street Agawam. Massachusetts IIIIIUod for Pennitting Not Issued for Constuction Existing Conditions Plan _________ OrQwln9 ~ SV-l ...... of --1 I proj&ct Numb«" 12072.01 , , 120n.OI·EX.dwg