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SIX FLAGS
f A TOWN OF AGAWAM 36 MAIN STREET 'f j' AGAWAM, MA 01001 BOARD OF APPEALS June 25, 2012 The Agawam Board of Appeals will hold a public hearing in the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA, beginning at 7:00 P.M., Monday,July 23, 2012 for the following: Case#: 1897 Petitioner: Six Flags New England Fla Address: 1623 Main Street. � Reason: Seeking a Special Permit in accordance with Section 180- Paragraph A of the Zoning Ordinances to build a new amusement ride at the premises identified as 1623 Main Street. w Advertise: Thursday July 5, 2012 and Thursday July 12, 2012 Doreen Prouty Chairperson DPljb LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131,§40 A. Emergency Information Important: Agawam Conservation Commission _ When filling out Issuance From. issuing Authority forms on the 1623 Main Street computer, use 1_ Site Location: only the tab key to move 2 Reason for Emergency: your cursor- do not use the Severe erosion and washout of culverts under roadway to Grove, making emergency acgss return key. dangerous. _ Six Flags New England � 3. Applicant to perform work: - - - - -- - - — �-T— 4. Public agency to perform work or public agency ordering the work to be performed: 5. Date of Site Visit: Start Date: End Date*: % December, 2011 March 1, 2012 _ March 31, 2012 no later than 30 days from start Iftor 60 days in the case of an Immediate Response Action approved by DEP to address an oiithazardous material release. 6. Work to be allowed*: Phase i -Construct bridge and abutments to s an over the existin culverts. "May not include work beyond that necessary to abate the emergency. B. Signatures Certified to be an Emergency by this Issuing Authority. Signatures: q 1 February 29, 2012 Chairman{or de nee} date A copy of this form must be provided to the appropriate DEP Regional Office. WPA Emergency Cortit"icetion Page 1 of 2 Rev.0113110 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Emergency Certification Form Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Emergency Certification or subject to enforcement action. 2. This Emergency Certification does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of property rights. 3. This Emergency Certification does not relieve the applicant or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 4. Any work conducted beyond that described above, and any work conducted beyond that necessary to abate the emergency, shall require the filing of a Notice of Intent. 5. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Emergency Certification at reasonable hours to evaluate compliance with this Certification, and may require the submittal of any data deemed necessary by the Conservation Commission or the Department for that evaluation. 6. This Emergency Certification shall apply to any contractor or any other person performing work authorized under this Certification. 7. No work may be authorized beyond 30 days from the date of this certification without written approval of the Department. D. Special Conditions Receive Army Corps of Engineers approval and follow their requirements. A Notice of Intent will be required for Phase II. E. Appeals The Department may, on its own motion or at the request of any person, review: an emergency certification issued by a conservation commission and any work permitted thereunder; a denial by a conservation commission of a request for emergency certification; or the failure by a conservation commission to act within 24 hours of a request for emergency certification. Such review shall not operate to stay the work permitted by the emergency certification unless the Department specifically so orders. The Department's review shall be conducted within seven days of: issuance by a conservation commission of the emergency certification; denial by a conservation commission of the emergency certification; or failure by a conservation commission to act within 24 hours of a request for emergency certification. If certification was improperly granted, or the work allowed thereunder is excessive or not required to protect the health and safety of citizens of the Commonwealth, the Department may revoke the emergency certification, condition the work permitted thereunder, or take such other action as it deems appropriate. WPA Emergency Cerfification page 2 of 2 Rev.D7131/0 IFS ✓� w� Massachusetts Department of Environmental Protection Provided by MassDEP:--j Bureau of Resource Protection- Wetlands MassDEP File#:087-0590 ,+ WPA Form 5 - Order of Conditions eDEP Transaction#:49 35 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 Cityffown:AGAWAIi r .r A. General Information 1. Conservation Commission AGAWAM 2. Issuance a. r OOC b.r Amended OOC 3.Applicant Details a.First Name CHUCK b.Last Name DAVIS c.Organization SIX FLAGS NEW ENGLAND d.Mailing Address 1623 MAIN STREET e.City/Town AGAWAM f,State MA g.Zip Code 01001 4.Property Owner a_First Name CHUCK b_Last Name DAVIS c.Organization SIX FLAGS NEW ENGLAND d.Mailing Address 1623 MAIN STREET C.City/Town AGAWAM f.State MA g.Zip Code 01001 5.Project Location a.StreetAddress 1623 MAIN STREET b.Cityffown AGAWAM c.Zip Code 01001 d.Assessors Map/Plat#K3 e.Parcel/Mot# 3/1 f.Latitude 42.04402N g.Longitude 72.615W 6.Property recorded at the Registry of Deed for: a.County b.Certificate c.Book d.Page HA114PDEN 10259 282 7.Dates a.Date NOI Filed: 7/3/2012 b.Date Public Hearing Closed: 7/2 612 0 1 2 c.Date Of Issuance: 7/26/2012 $.Final Approved Plans and Other Documents a.Plan Title: b.Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Final Date: e.Scale: GROVE CULVERT REPLACEMENT- VHB,INC.,JOHN J. SIX FLAGS NEW FURMAN,P.E. June 13,2012 ENGLAND B. Findings Page 1 of 10 *ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection- Wetlands MassDEP File#:087-0590 WPA Form 5 - Order of Conditions eDEP Transaction#:491935 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 Ll,- ' CityffownAGAWAM i.Findings pursuant to the Massachusetts Wetlands Protection Act Following the review of the the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: a. r Public Water Supply b. F Land Containing Shellfish c,r Prevention of Pollution d. r Private Water Supply c. F— Fisheries f. l- Protection of Wildlife Habitat g. r- Ground Water Supply h. 17-71 Storm Damage Prevention i. r- Flood Control 2_Commission hereby finds the project,as proposed,is.- Approved subject to: a.Fr The following conditions which are necessary in accordance with the performance standards set forth in the wetlands regulations. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of latent,these conditions shall control. Denied because: b.r"The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.Therefore, work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect interests of the Act,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. c.F The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the work on the interests identified in the Wetlands Protection Act_'Therefore,worts on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the interests of the Act,and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). 3 r Buffer Zone Impacts:Shortest distance between limit of project disturbance and the wetland resource area specified in 310CMR10.02(1)(a). a.linear feet Inland Resource Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. r Bank 42 42 42 42 a.linear feet b.linear feet c.linear feet d.linear feet 5.r Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet b, FF Land under Waterbodies and Waterways 405 405 405 405 a.square feet b.square feet c.square fret d..square feet 0 e.cly dredged f.e/y dredged Page 2 of 10*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: -- Bureau of Resource Protection-Wetlands MassDEP File#:087-0590 WPA Form 5 - Order of Conditions eDEP Transaction#:491935 r' Massachusetts Wetlands Protection Act M,G,L.c. 131, §40 City/Town:AGAWAM 7.r Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f,cubic feet g.cubic feet h.cubic feet 8.r Isolated Land Subject to Flooding a_square feet b.square feet Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet P.cubic feet 9.r-River&ont Area a.total sq.feet b.total sq.feet sq ft within 100 ft c.square feet d.square feet e.square feet £square feet Sq ft between 100-200 ft g.square feet h.square feet i.square feet j.square feet Coastal Resource Area Impacts: Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 10.r Designated Port Areas Indicate size under Land Under the Ocean,below 11.r Land Under the Ocean a.square feet b,square feet c.c/y dredged d.c/y dredged 12.r Barrier Beaches Indicate size under Coastal Beaches:and/or Coastal Dunes below 13.r Coastal Beaches a square feet b.square feet c.c/y nourishment d.c/y nourishment 14.r Coastal Dunes a.square feet b.square feet c.c/y nourishment d.c?Y nourishrnent 15.r-Coastal Banks a linear feet b.linear feet 16.r Rocky Intertidal Shores -a-square feet b.square feet 17,r Salt Marshes a.square feet b.square feet c.square feet d.square feet l&r Land Under Salt Ponds a.square feet b.square feet c.c/y dredged d.cly dredged 19.r-Land Containing Shellfish Page 3 of 10 *ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided byMassDEP: Bureau of Resource Protection- Wetlands MassDEP File#:087-0590 WPA Form 5 - Order of Conditions eDEP Transaction#:491935 r` Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 City[rown:AGAWAM ,1 a.square feet b.square feet c.square feet d.square feet Indicate size under Coastal Banks,inland Bank,Land Under the 20.r Fish Runs Ocean,and/or inland Land Under Waterbodies and Waterways, above c.c/y dredged d.c/y dredged 21.r Land Subject to Coastal Storm Flowage a.square feet b.square feet 22. r Restoration/Enhancetnent(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.5.c&d or B.17.c&d above,please entered the additional amount here. a.square feet of BVW b_square feet of Salt Marsh 23. r Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossings/number of replacement stream crossings. a number of new stream crossings b,number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property fights or any exclusive privileges;it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittec or any other person of the necessity of complying with all other applicable federal, state,or local statutes,ordinances,bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a the work is a maintenance dredging project as provided for in the Act;or b.the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance.If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions: 7, Any fill used in connection with this project shall be clean fill.Any fill shall contain no trash,refuse,rubbish,or debris,including but not limited to lumber,bricks,plaster,wire,lath,paper,cardboard,pipe,tires,ashes,refrigerators,motor vehicles,or parts of any of the foregoing. S. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. Page 4 of 10 *ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection- Wetlands MassDEP File#:087-0590 Ll�l_" WPA Form 5 - Order of Conditions eDEP Transaction#:491935 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 CitylTown:AGAWAM 9. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon winch the proposed work is to be done.In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the Conservation Commission on the form at the end of this Order,which form must be stamped by the Registry of Deeds, prior to the commencement of work. 10_ A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the wards, "Massachusetts Department of Environmental Protection" [or'MassDEP"] File Number:"087-0590" If. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before Mass DEP, 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 15. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order,and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 16. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 17, Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland,the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body.During construction,the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) l— is not(2)F subject to the Massachusetts Stormwater Standards. If the work is subject to Stormwater Standards,then the project is subject to the following conditions; a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8.Concoction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwater runoff may be discharged to the post-construction stormwater BMPs unless and until a Registered Professional Engineer provides a Certification that:i. all construction period BMPs have been removed or will be removed by a date certain specified in the Certification.For any construction period BMPs intended to be converted to post construction operation for stormwater attenuation,recharge,and/or treatment,the conversion is allowed by the MassDEP Stornwater Handbook BMP specifications and that the BNIP has been properly cleaned or prepared for post construction operation, including removal of all construction period sediment trapped in inlet and outlet control swactures;ii..as-built final construction Page 5 of 10 *ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection- Wetlands MassDEP File 4:087-0590 WPA Form 5 W Order of Conditions eDEP Transaction 4:491935 Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 City/Town:AGAWAM 5 BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;& any illicit discharges to the stormwater management system have been removed,as per the requirements of Stormwater Standard 10,iv, all post-construction stormwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand erosion. c) The landowner is responsible for BMP maintenance until the issuing authority is notified that another party has legally assumed responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Compliance,the responsible party(defined in General Condition 19(e))shall execute and submit to the issuing authority an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and Maintenance Plan("O&M Plan")and certifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwater Pollution Prevention Plan. d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the landowner,or owner of any drainage easement,assumes responsibility for maintaining each BMP.To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a pennittee for purposes of implementing the requirements of Conditions 19(I)through 19(k)with inspect to that BMP.Any failure of the proposed responsible party to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shall be a violation of the order of Conditions or Certificate of Compliance.In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots that will be serviced by the stormwater BMPs.A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must be submitted along with the legally binding agreement fJ The responsible party shall operate and maintain all stormwater BMPs in accordance with the design plans,the O&M Plan, and the requirements of the Massachusetts Stormwater Handbook. g) The responsible party shalt: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log shall indicate the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Commission")upon request;and 3.Allow members and agents of the MassDEP and the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in the O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwater management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low Impact Site Design Credit(as defined in the MassDEP Stormwater Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written approval of the issuing authority. I) Access for maintenance,repair,and/or replacement of BMPs shall not be withheld.Any fencing constructed around stormwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Page 6 of 10*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:087-0590 WPA Form 5 - Order of Conditions eDEP Transaction#:491935 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 CityiTown:AGAWAM Special Conditions: SEE ATTACHED. Page 7 of 10 *ELECTRONIC COPY TOWN OF AGAWAM, MASSACHUSETTS CONSERVATION COMMISSION ORDER OF CONDITIONS Six Flags N.E. —Culvert Replacement—#87-0590 20. The area of accumulated gravel/sand within the stream,just downstream from the project area is to be removed. 21. The Conservation Commission shall receive a copy of the plan for the proposed removal/eradication of the invasive species (Japanese Knotweed) once it has been prepared. 22. This Order supersedes all previous Orders of Conditions issued for this work. 23. The Order of Conditions applies only to the work permitted by this Order. Any other work to be done within the area of statutory interests of Wetlands Protection shall require the filing of a new Notice of Intent or Request for Determination. 24. During the construction phase, the applicant shall be responsible for maintaining a copy of these Orders at the site. The applicant shall be responsible for compliance with the conditions of these Orders. 25. Prior to the start of construction, adequate erosion and sedimentation control measures shall be implemented, and shall be maintained throughout the entire construction phase and until the site has become stabilized with permanent vegetative cover. 25. The erosion and sedimentation barrier shall serve as the alteration limit line. Said barrier shall fully protect the adjacent wetland/resource area, and no work shall be permitted beyond this limit line. No machinery shall be operated beyond this limit line. 27. There shall be no discharge or spillage of oil,fuel,any petroleum product or any other pollutant into any area of statutory interest. 28. At no time shall any construction materials, soils, fills, sediments, dredging or any other substances be stockpiled or stored in any area of statutory interest. 29. All work within the area of statutory interest shall be performed so as to create minimum disturbance to the existing vegetative cover and contours. 30. The construction site shall be left in a stable condition at the close of each day. Erosion and sedimentation controls shall be continuously monitored to ensure proper operation. 31. If any alteration of the wetland/resource area does occur,the Commission shall impose such measures as it finds necessary to protect and restore the areas of statutory interest. 32. All work is to"be performed during low-flow periods (late June through mid September) in order to minimize environmental impacts. 33. No creosote shall be used in any areas of statutory interests. An Environmental Impact Statement of any alternative preservative shall be submitted to the Commission prior to the start of construction phase. 34. This parcel shall carry the following restrictions, and a covenant so noted on its deed: "This lot contains certain areas or abuts areas protected by Chapter 131, Section 40 of the General Laws of Massachusetts known as the Wetlands Protection Act and comes under the jurisdiction of the Agawam Conservation Commission. No cutting of trees, clearing of brush, digging, filling in with soil or debris, or the building of bridges is permitted within one hundred(100) feet of the designated wetland areas or within 200' of any designated river without specific approval granted by the Conservation Commission." 35. The Commission reserves the right to impose additional conditions on any or all portions of this work to minimize the impact of potential site erosion or noticeable degradation of water quality discharging from the site at any time. 36. Members and Agents of the Agawam Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the construction site to evaluate compliance with the order and to require the submittal of any additional information deemed necessary. 37. This order shall apply to all successor or assignee in interest or control of the subject property. Any conveyance of interest or control in the subject property shall make reference to this order by stating that the conveyance is subject to the provisions of an Order of Conditions under the Wetlands Protection Act, M.G.L. Chapter 131, Section 40, and by giving the book and page reference in the Hampden County Registry of Deeds where this order is recorded. 38. The petitioner shall have recorded in the Hampden County Registry of Deeds an "Order of Conditions Form" provided by this Commission. The Commission will not allow work to begin until proof of recording is provided the Conservation Commission. Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection - Wetlands MassDEP File#:087-0590 WPA Form 5 - Order of Conditions eDEP Transaction#:491935 � l Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/fown:AGAWAM A Findings Under Municipal Wetlands Bylaw or Ordinance I. Is a municipal wetlands bylaw or ordinance applicable?r Yes f No 2. Tie Conservation Commission hereby(c heck one that applies a. r DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards,and a final Order or Conditions is issued.Which are necessary to comply with a municipal ordinance or bylaw: b. r APPROVES the proposed work,subject to the following additional conditions. 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows: Page 8 of 10*ELECTRONIC COPY Massachusetts Department of Environmental Protection Provided by MassDER LIBureau of Resource Protection -Wetlands p,?�-05-q 4 WPA Form 5 — Order of Conditions MassDEP File# Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 eDEP ransaction# cr City own E. Signatures This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4,from the date of issuance. 1. Date of IIsssu nce Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. 2.Number of Signers The Order must be mailed by certified mail (return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing eiectroni ly, and the property o ner,if different from applicant. Signatures: q �L— EI ' 9 by hand delivery on by certified mail, return receipt requested,on V / Date Date F. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassDEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M,G.L. c. 131, §40), and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. wpaform5.doc• rev.12l23= Page 11 of 12 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection- Wetlands MassDEP File 4:087-0590 WPA Form 5 -Order of Conditions eDEP Transaction#:491935 ti Massachusetts Wetlands Protection Act M.G.L.c. 131, §40 CitylfownAGAWAM G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order.In the case ofregistered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording information on this page shall be submitted to the Conservation Commission listed below. AGAWAM Conservation Commission Detach on dotted line,have stamped by the Registry of Deeds and submit to the Conservation Commission. .....................................................................................................................................................I........................................,...... To: AGAWAM Conservation Commission Please be advised that the Order of Conditions for the Project at: 1623 MAIN STREET 097-0590 Project Location MassDEP File Number Has been recorded at the Registry of Deeds of: county Book Page for: Property Owner CHUCK DAVIS and has been noted in the chain of title of the affected property in: Book Page In accordance with the Order ofConditions issued on: Date If recorded land,the instrument number identifying this transaction is: Instrument Number If registered land,the document number identifying this transaction is: Document Number Signature of Applicant key,annoio Page 10 of 10 *ELECTRONIC COPY i FkqpF ' q TOWNOFAGAWAM 36 MAIN STREET AGA WAM,, MA 01001 DECISION OF BOARD OF APPEALS p ATED�p�L � Petition of Six Flags New England Tw Premises affected: 1623 Main Street I Date: July 30,2012 ut Case 4: 1897 I The Agawam Zoning Board of Appeals conducted public hearings starting on July 23, 2012 at the Agawam Public Library Children's Room, 750 Cooper St. and ending with a meeting on July 30,2012 at the Agawam DPW Conference Room, 1000 Suffield St. for all parties interested in the appeal of Six Flags New England, which is seeking a Special Permit in accordance with Section 180-49, Paragraph A of the Zoning Ordinances, to build a new amusement ride at the premises identified as 1623 Main Street. After the public hearings and a thorough review of the facts presented, along with a site visit,the Agawam Board of Appeals made the following findings: 1. The subject property is located in a Business B zoning district. 2. The subject property consists of an established amusement park. 3. The petitioner wishes to build an amusement ride which exceeds the height requirements as stated under Section 180-49 (A) of the Town of Agawam Zoning Ordinances. f 4. The last sentence of Section 180-49 (A) of the Town of Agawam Zoning Ordinances states: "Notwithstanding the foregoing, an amusement device which constitutes part of an amusement park f may exceed the height limitations contained herein only after issuance of a special permit by the f Board of Appeals". 5. The proposed amusement ride will be approximately four hundred(400') feet in height. 6. The proposed amusement ride received approval from the Agawam Planning Board on July 19, 2012. l 7. A memo, dated July 26, 2012, from.Alan Sirois, Chief of the Agawam Fire Department, states: "1 have no concerns with the construction of the proposed ride provided that it is installed in accordance with the manufacturer's installation guidelines". 8. Several area residents spoke, citing concerns regarding noise and height. 9. This specific site, located within an amusement park in a Business B zoning district, is an appropriate location for the proposed amusement ride. 10.No evidence was presented to this board showing that the use as developed will adversely affect the health, safety or property value of the neighborhood. 11. No evidence was presented that the proposed amusement ride will be a nuisance or potential hazard to vehicle or pedestrian safety. DECISION (page 2) Six Flags New England Case# 1897 12. Through the conditions of the various local boards, along with state and federal requirements, there will be adequate and appropriate facilities and controls providing for the proper and safe operation of the proposed amusement ride. 13. The proposed amusement ride is not considered so objectionable or obnoxious that the proposed ride would be against the public interest or detrimental or injurious to the character of the neighborhood. Based on its findings,the Board is of the opinion that it is within the authority of the Board of Appeals to grant a special permit as stated under Section 180-49, Paragraph A of the Zoning Ordinances of the Code of the Town of Agawam. Now,therefore,by a unanimous vote of its three members,the Zoning Board of Appeals hereby grants the petitioner a special permit to allow for an amusement ride to exceed the height requirements fence with the following conditions 1. The proposed amusement ride will be constructed according to the plans submitted entitled"Six Flags New England- Star Flyer, 1623 Main St., Agawam, MA, drawing number C-4,prepared by VHB, Inc, revised July 30, 2012 and signed by the members of this board. 2. This special permit is for relief from the height requirement only. This proposed ride shall be no higher than four hundred (410')ten feet. I All other zoning ordinances are to be met. 4. All conditions set forth by the Agawam Planning Board must be met. S. The petitioner shall record with the Hampden County Registry of Deeds a"Notice of Special Permit"form, which shall be provided by this Board and proof of said filing must be submitted to this board and to the Inspector of Buildings. 6. This special permit shall become null and void if construction of this ride does not commence within two (2)years from the date this decision is stamped at the Town of Agawam Clerk's Office. This decision is subject to appeal in accordance with M.G.L. Ch. 40A, Section 17 within 20 days after this decision is filed with the Agawam Town Clerk. Attachment: Signatory Page of Decision TOWN OFAGAWAM 3 6 MAIN STREET �- AGA WAM,, MA 01001 a, BOARD OF APPEALS �Ai'Ep MP Signatory Paize of Decision Aa lob Case#: 1897 Date: July 30, 2012 CA Applicant: Six_Flags New England Address: 1623 Main Street rn By a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit. This approval is subject to the conditions set forth in the attached written decision. ;41 1 -t Doreen Prouty /ary Suffriti James Marmo TOWN OFAGAWAM 36 MAIN STREET 'f AGAWAM,, MA 01001 BOARD OF APPEALS October 4, 2012 The Agawam Board of Appeals will hold a public hearing in the Agawam Public Library Community Room, 750 Cooper Street, Agawam, MA,beginning at 6:30 P.M.,Tuesday, November I3,2012 for the following: Case#: 1906 Petitioner: Six Flags New England, Inc. - Address: 1623 Main Street Reason: Seeking a Special Permit in accordance with Section 180-49, Paragraph A of the Town of Agawam's Zoning Ordinances, which would allow for a new amusement ride at the premises identified as 1623 Main Street. Advertise: Thursday October 25, 2012 and Thursday November 1, 2012 Doreen Prouty Chairperson DP/jb 0 M cn / f Tows. of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 October 22, 2012 Chuck Davis Six Flags New England 1623 Main Street Agawam, MA 01001 Dear Mr. Davis: 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, ash Mark R. Paleologopoulos, Acting Chairman AGAWAM PLANNING BOARD MRP/DSD:prk Cc: ZBA VHB Building Inspector Engineering Dept. Town Clerk File IlkTQ OF AGA IIA11 FOR 0MCE USE ONLY T 36 MAIN STREET Case AGAWAM, MA 01007Hied:Hearing:BOARD DF APPEALS expires.. t Application to Board of Appeals for AEECL& PERM.T as provided In the Zoning and other By-caws. Applicant Six FIags New England Address 1623 Main Street,A awam,MA 01001 Application is hereby made for a Ae CIAL PfROT as provided by Section 18049A , Paragraph_--:I.of the Sy-law. Premises affected are situated on Main Street; 400 feet distant from the Corner of Riverview Avenue tea#and Known as street number 1623 Property is zoned as Business B Reason(&) for request of Special Permit: See Attached Narrative - rn Signature of owner or his authorized agent: Telephone #; 413-786-9300 NOTICE; THIS APPUCATIDN MUST SE FILLED OUT IN INK OR TYPEWRITTEN AGAWAM PLANNING BOARD Form D Application for Sitc Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 1000 Suffield Street Agawam,MA 01001 1. Name of Business Six Flaps New Enpiand Address_ 1623 Main Street,Agawam,MA 01001 2. Name of Applicant/Owner Six Flags New England Address _ 1623 Main Street, Agawam,MA 01101 Telephone _ _ (413) 786_9300,ext.3202 3. Name of Engineer/Architect Vanasse Hangen Brustlin, Inc. Address - One Federal Street, Building 103-3N Springfield, MA 01105 Telephone (413) 747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative r Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval AND Special Permit for Height Star Flyer Amusement 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 general work within the boundary of its parcel on 1623 Main Street: • Remove an existing amusement ride located in the northern end of the park parcel to accommodate the redevelopment of the amusement area. • Install a new ride within this redeveloped area to a height of 400-feet,requiring a Special permit from the Zoning Board of Appeals. The new ride is currently known as the"Star Flyer" Star Flyer_Redeyelo ment Area The area identified for the new ride is currently developed and incorporated into the theming of the park.The current ride,called the Sky Coaster,is being removed to accommodate the new ride. Selective demolition is planned for the redeveloped area,and includes removal of the existing ride,selective removal of pavement and existing segmental retaining walls,and minor reworking or utilities.Under this project,utility work is anticipated to include communications and power supply installations.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 approval from the Agawam Conservation Commission. In accordance with Section l 80-49Aof the Code of the Town of Agawam,this ride will require a Special Permit from the Agawam Zoning Board of Appeals for height exceeding 200-feet. The ride is located just outside of the buffer line established under Section 15049A,which is 250-feet from the nearest property line or sideline. As such,abutter notification of the planning board meeting will be provided once a certified abutters list is obtained from the Assessor's Office,and a meeting date,time and location is provided by the town. Other permits required for this project include a Stormwater Permit from Agawam Engineering Department, and a permit from the Federal Aviation Administration for height exceeding 200-feet.These filings will be made in the immediate future. i 1573FAN317 _ 59059 SEAL RTATE KM=,AGS ✓ f 1.1 33! 33 7 3 1OM ALL MEN BY THN3$ PRESENTS that Stuart Amusement company r�� 3��' 3�� a Massachusetts corporation with a usual place of business at 3 IEa ' 1 1633 imam Street, Agawam, Massachusetts 01001, herein called the dam; "Mortgagor", for consideration paid, grants to Bank of Nov ' England-West, N.A. a national banking corporation located at one , �ftmfl Monarch Place, Springfield, Massachusetts, heroin called the 4 \, "Mortgagee", with MORT UMN COVENANTS, to secure the obligations h btti:. of Mortgagor to Mortgagee pursuant to a guaranty given by the Mortgagor to Mortgagee of even date herewith to guaranty the gs L obligations of Riverside Park Enterprises, inc. (the ■Borrower") to mortgages including but not limited to the payment of Ten Million Five Hundred Thousand and o0/100 ($10,500,000.00) Collars together with interest thereon and all other charges, all as provided in a note.of even date (the *Note") given by the Borrow-. . er to Mortgagee, and also to secure the performance, of all agree- ments and conditions herein contained and all other obligations now existing or hereafter arising of Borrower and Mortgagor to Mortgagee, direct or indirect, absolute or contingent ("the Obligations"), 'the land together with the buildings and improve- ments now or hereafter situated thereon which has an address of 1623 Main Street, g]1 awam$ Massachusetts, and all rents derived therefrom more particularly described on !exhibit "A" whirls is w amazed hereto and made a part hereof (the "Premiass"). Also, insofar as-the same are, or can by agreement of the parties be made, a part of the realty, all of the following 9 W IMW 11 fs articles now or hereafter on the Premises or used therewith: tk 92a0101 110WOO � portable or sectional buildings; bathroom fixtures plumbing rMsm1.%up,10Mmts � heating, lighting, refrigerating, ice-making, ventilating and air .� if rmr„M conditioning apparatus and equipment; garbage incinerators and receptacles; elevators and elevator macLinneerryy7 boilers, stoves; e tanka; motors; sprinkler and fire extiaquishinq systems; doorbell and cis= systems; window shades; screens; awnings; screen doors; f� storm and other detachable windows and doors; mantels, closets =f� y and mirrors; trees, hardy shrubs and peresusial flowers; and other -' fixtures whether or not included in the foregoing enumeration. mr The Mortgagor covenants and agrees: 2.1 To pay, perform and fulfill all of the provisions .00t awla! hereof, of the Note, of the obligations and of any other instru- k Mr hereof,tiexe;executed in connection herewith and all of the statutory men rn 2.2 To pay not later than ten cloy days prior to the last 1 �► f data upon which the sass may be paid without penalty or interest all real estate tames, charges, aasessments, betterments and k A-TRUE PHoToeo HAM AS RSCQROED IN pDEN COtlNTY ALGISTRY OF DEEDS AND IT 18 So Cenpp Ef3 soox �S` PAGE ATTEST .REG1STEq . . 3-c 7 513 R93 18 xto n water rates, sewer charger and the like to whomsoever Levied or assessed, whether an the Premises, or any interest therein, or on _ the obligations; and, upon request of mortgage*, to establish a to non-interest bearing tax escrow account with Mortgagee, in such try amount as the Mortgagee may In good faith determine, and thereaf- ter to pay to Mortgagee on each interest payment date, an amount equal to one-twaltth (1/U) of the yearly real estate taxes and 31 betterments, if any, as estimated by the Mortgagee in good faith be no unless such taxes have been deposited with the holder of a prior &Ifo mortgage; such tax escrow account to be applied, at Mortgagee's min option, to any of the obligations following default; 2.3 To keep the buildings and all structures, fixtures and 01" appliances covered by this mortgage now or hereafter on the Premises orsi insured against fire and Pinch other casualties and contingencies an NWR the Mortgages from time to time may require in ciampanies satisfactory to the Mortgagee, and in an amount at least equal to the full insur OCR - able valve of the mortgaged premises. Prior to completion of can-• structidn of any improvements, such policy shall be in the fora of a f; loot non-reporting builder's risk policy. such policy stall be converted to a standard mortgagee's policy upon completion of any construction. Mortgagor shall deposit all such policies or certifi- h Cates thereof with and made payable in case of loss to, the Mortgag as hereby appointing the Mortgagee attorney irrevocable, in case of ='I breach hereof, if the 1ortgagee shall so elect, to cancel or transfer Kipt such insurance and to retain any premiums or proceeds and to apply the pus same to the indebtedness secured-hereby. Mortgagor shall deliver to UdPI tortgagee evidence of renewal or acceptable replacement not latex than thirty (30) days prior to the date existing coverage would otherwise Wire. Mortgagor shall also deliver to Mortgagee annually but not lose than tan (10) days prior to their due date, evidence of payment bk4 at such insurance. UponL request of Mortgagee, Mortgagor shall estab- pow liah a non-intareet bearing insurance escrow account with Mortgages in UPON such*amount as Mortgages determines and thereafter to pay to Mortgagee eIV: on each interest payment date, an amount equal to one-twelfth of the Igmi annual insurance premiums as estimated by Mortgagee; et4b Us e1•. 2.4 To keep all buildings in good, first-class am substantial bw repair and tenantable condition; and, if the Premises oa ared hereby apeiq or any part thereof shall be damaged by fire or other hazard against Idea which insurance is held as hereinbefore provided, the amounts.paid by any insurance company pursuant to the contract of insurance shall, to the extant of the indebtedness then remaining unpaid, be paid to the15 Mortgagee, and; at its option, may be applied to the obligations, or released for the repairing or rebuilding of the Premises; and if any law or ordinance requires, or shall. hereafter require, the demolition of any portion of any building remaining on the Premises after a a. partial loss by fire before the same may be rebuilt, to keep said y Mortgagee insured against loss by reason of such demolition. reason- 4 t able wear and tear and dosage by fire only excepted, hereby granting i to the Mortgagee in the event of foreclosure full authority as attor- � 07573 Rff3) 3 by 3 it t ney irrevocable of the Mortgagor to cancel such insurance and retain it - �4 the return premium thereof; amt r ft. 2.3 Not to permit or suffer any strip or waste of the premises yh t; nor to alter the structure of any buildings thereon without the y et written consent of the Mortgagee, nor any violation) of any law, rule, ,4 4f�%7 auk regulation or ordinance affecting the same or the use thereof; 14 2.6 To retain it full force and off not and not allow to lapse or �. � be revoked any licenses or other governmental authorisations issued by any governmental agency to Mortgagor for the operation by Mortgagor of •-:; any business an the promises; ������ 2.7 To perform and observe all the obligations imposed upon t � d Mortgagor under any lease or leases of the Premises or any portions ! 1t1 thereof, and not to do, or permit to be done, anything to impair the 1 +to IM security thereat; and if such leases shall include any residential > :a 4llmtlmftap units, )mortgagor shall ,maintain true and accurate records of all in th hmol security deposits or last month's rents taken in advance and the disposition thereof, shall pax interest as required by law thoreon, P. ie mcizz K and shall not violate any law or regulation applicable thereto; if 1 so ate s depositarequestediato an escrow account atfsfaoall tory to l tenant security d4 dm� ori' 4agce; ta . m[ 2.m1 in the avant of a default in this Mortgage, or any of the ifs r Ms1,Ot Kh obligations, to the extent, if any, that all leases of the Premises or 1=� portions'thareof have not already been assignsmi`to Mortgagee, to ' p%"Wftakhs assign to the Mortgages, upon the demand of the Mortgagee, any and all W94801 W Ift er leases of the premises, or any portions thereof, and also the A"Imp ULUmdamds Martgagor's rights under any sub-leases; and for the purpose of malting put-1 ommig1tst such assignront(s) the Mortgagor hereby grants the poorer and authority AU so 6,Widsa d!lot to Mortgagee, and constitutes and appoints the Mortgages, or m0ch M 4"W am m bu eta parsons as ray be designated by the Mortgagee, the attorney irrevoca- me,m mmW,i!!>I[VPit ble of any Mortgagor, to make such assignments of then existing leases j art nmalft a R V be*p or sub-leases, and agrees that after such assignments the Mortgagee "A$W to WHEUg d th may modify and otherwise deal with all such Lammas or sub-loas", or �. after into new leases or sub-laases, with the same power and discre- tion which said Mortgagee would have it it were the owner, and free id� m,fro any trust including, without limitation, the right to modify and extend such leases beyond the present term, and beyond the tomof �*9 this mortgage; �m FW.&C 09 Now W d 2.9 To execute no lease providing far rent for more than one (1) R 0- M Stwou 6% month in advance, and not to receive rent for over one (1) month in )elms 21 mmpit.m pjA to d' advance, nor in any event to execute any lease of the Premises, R ;m1 b ni blipwKe without the prior express consent in writing of the Mortgages; � L do joUds 2.lo. (a) Mortgagor shall pay when due all obligations and �iM Rat dwi lawful alai=* or demands of any person which,. it unpaid, might result sr1*IOU;;, bq_ in, or permit the creation of, a lien or anammbra oo on the Premises, 1�d W*0S l therefrom, whethe on the r such lion would or on the �be ssenior or subordin income and ate iherato;ts ifg 1 avid. ti nth MIMI i ....•:..r...:i OK7573 U316 including, but without limiting the generality of the foregaingr (i) d s. all alaias of mechanics, materialmen, laborers and others for work or no ' labor performad, or materials or supplies furnlabs4 in connection with any work or demolition, alteration improvement of or construction so upon the Premises, or (ii).all clams or demands of any governmental a entity or agency, or any person, organization or entity as a result of AW the release, handling, discharge, storage or transport of oil, asbes- tw tos or hazardous waste and/or materials on the Premises or at any Ant other location owned by the Xortgagor which affects the Mortgaged Prasisesl and in general will do or cause to be done everything necessary so that the first lien of this Mortgage shall be fully preserved, at the cast of the Rortgagor, without expense to the Mortgagee. [ (b) The Mortgagor grants to Mortgagee, its agents, servants, or 1 independent contractors the right to enter upon the Premises for the purpose of conducting surveys-, inspections and/or analyses (parformed �• at the Mortgagor's expense) with respect to oil, asbestos, hazardous waste and/or materials, without the Mortgagee, its agents, servants, j or independent contractors being deemed, upon such entry, to be trespassers or a "aortgagas in possession". (c) Mortgagor covenants that it will notify Mortgages in writing immediately upon the receipt by the Mortgagor of any complaint, a notices of responsibility, violation, deficiency or noncompliance, or any other document o correspondence, which acts forth claims or �� or complaints relating or pertaining in any way to the Mortgagor (OPTION- AL. or any Related Compmy (hereafter defined), or its ownership or operation of any property." advising it that it has been identified R as a potentially responsible party with respect to such site under the h Comprehensive Environmental Response and Liability Act of 1980 d ("CERCLA") or wider Chapter 219 of the Massachneatts General Laws "Chapter 21E+. - iced (d) Mortgagor represents to Mortgages that there have been no dual releases of all or hazardous material upon any property now awned by Mortgagor or any Related company, nor to its knowledge has there been of me any such releases an neighboring land which could have migrated to tj is their property. The Mortgagor indemnities the Mortgagea'and holds it harmless from and against all loss, liability, damage and expense, 1. Including reasonable attorneys fees, suffered or incurred by the btli Mortgages on account of Mortgagor's failure to comply with Chapter 21B �Ced or CERCLAr' including the assertion of liens under said Chaptar 219 or *9 csRCLA. The Mortgagee shall bave the right to cure (but not an *Mr obligation to cure) the Mortgagor's and Related Company's failure to comply with said Chapter 213 or CERCLA, the expense of Which shall be an additional liability under the Obligations secured by this Mort- d. gage. gaMt( (a) As used in this Section, "Related company shall wean Riverside Park Enterprises, Inc. and Riverside Park Food services, Inc. Provided that no uncured Fvent of Default shall have occurred, d 1 1� W7573 RR311 � 5 the Mortgagor shall have ttse right to contest any such claim or demand y 'Rta provided that (i} it first renders to Dortgagee a satisfactory opinion a of counsel, that such contest will not result in the foreclosure or enforcement Of any such claim or demand which would place title to the Alt premises Or the Collateral in jeopardy, (it) such contest shall be tg tom# pursued in good faith, diligently and continuously; and (III) such contested amount, unless required to be paid to a public authority, w tt4p it d sl shall be deposited with the Mortgages or if an amount is not certain t 11 yf�4h�y that other satisfactory security, collateral, or guarantees era ��IS furnished to the Mortgagee. softtTOkk 2.11 To pay on demand to the Mortgagee the following sumss :S4mts of any default of this organ p or rior or junioraid by the *ortaa on account upon j rortg+W ( t go y ,t the mortgaged premises of whatever nature for taxes, repairs, i♦mtWWhIft a insurance, utilities, interest, principal, tenant security q t; W414 Waft, deposits, or otherwise, 'nou, b. an stems id y P Y paid by Mortgagee to discharge an prior or r junior lien or encumbrance; ► o. any sums paid by the Mortgages, including reasonable G*d�'malt �*. attorneys" leas in prosecuting, defending or intervening in any legal or equitable proceeding wherein any of the rights crested by this mortgage are in the sole judgment of the K rtgagee [[n• tsm to eatm tr a jeopardised or in issue; and MdsLm.*T:s�eamsdlr d. any sums paid by the Mortgagee in good faith for the MR win hm�tdUl preservation and protection of the Premises including, but not TAW In d Ica ilk limited to, suss advanced for items similar or dissimilar to those sat forth in clauses a, b, and c above; amL Gs The Mortgagee may at its option add to the principal balance then duo under the Obligations secured hereby, any sums advanced under yes r clauses a, b, o and d above, which advances shall bear interest at the highest rate provided in the mote and the Mortgagee slay apply to any lawamossm mmrmdk of the purposes met forth in clauses a, b, a, or d any sums paid by lsr•tJsetrm the Mortgagor ss interest or otherwise, miw=Sp 2.12 To remain liable upon the covenants herein and in any other do opm, instruments which this mortgage may secure and upon the Obligations �s�Iftm secured hereby notwithstanding any forbearance, extension or other i so aqw indulgence given by the Mortgagee to any future owner of the Premises 08*ffasor other person, notice of any such forbearance, extension or pthor slt m indulgence being hereby expressly valved; ast. the _� conditions of any prio On te 2.13 Not to r or junior mortgage s)extend or oaffecting the mortgaged sta>d and premises permitted to exist by Kartqagee or any note, claim, or obligation secured thereby and not to permit the bolder of any such �r prior or junior sortgage(s) covering any or all of the Promises to da so W woo, Ala �� • '�.(''' l 5 J 3 P�fiF�2� � 6 advance any additional aums pursuant to said mortgages) which would oonstituts a lien superior to the lien of this mortgage; 2.L4 To reimburse the Mortgages upon demand, together with interest at the rate provided for in the Nate, for amounts due after do maturity and for all sums paid or advanced by the Mortgagee pursuant to the provisions of.this mortgagel and 2.25 To keep in full force and effect without madification that certain lease between Mortgagee and Borrower dated May 30, 1986 regarding the Promises. i The Mortgagor hereby agrees: ! 3.1 in came of default of any condition of the mortgage the F Mortgagee may apply toward any of the obligations any escrow aoacunt, 1 deposit or any sum credited by or due from the Nortgagea to the 9 Mortgagor (without first enforcing any other rights of the Mortgages h against the Mottgagorr against any endorser or guarantor of the Note or against the Premises); h 3.2 in case any default shall exist in the term or conditions of this Mortgage for more than fifteen (15) days, or in the terms or conditions of any of the obligations or any permitted prior or junior or mortgage, then all Obligations shall become due at the option Of the c Mortgagee, without further notice or demand; 3.3 In case of a foreclosure sale the Mortgages shall be anti-• u tled to retain one1*)•percent of the purchase money (exclusive of prior lions) in addition to the costs, charges and expenses allowed under the Statutory Power of Sale; 3.4 in case redemption is had by the Mortgagor after foreclosure proceedings have been begun, the Mortgagee shall be entitled to 4 collect all costs, charges and-expenses, including reasonable !� attorneys$ toes, incurred uupp to the time of redemption plus a fee of one (it) percent of the Obligations sacured hereby; 3.3 in the exercise of the Power of Sale heroin given, the �+b Nortggges say elect to s421 in parcels, and if the Mortgagee elects to b sell in parcels, said sales may be held from titre to time and the power shall not be exhausted until all the granted premises not We" previously released shall have been sold; 6i 3.6 in addition to the provisions of.Section 3.2 above, and not in limitation thereof, and without acknowledging Mortgagee's consent o to any prior or junior lien if foreclosure proceedings under any junior or senior mortgage, or any junior or senior lien of any kind, 1. on the Premises, or any part thereof, should be instituted, or in the b event of any levy or sale upon execution or other procandinq of any, r C't ! ;F I W7573 W323 %A wA14 nature whereby the owner of the Premises shall be deprived of owner- Ship, title or right or possession to the Premises, or any part m thereof, than in any such avant, the Mortgages may, at its option, 4m,4 s K11 immediately declare the obligations due and payable and start foreclo- r11�� •mom#4QW sure or such otter proceedings as may be necessary to protect its t interest in the Premises and obtain payment in full of the obliga- tions; VAIM tiRaw 3.7 At the option of the Mortgagee, the Note secured hereby homl�x� �t together with all other obligations shall booms immediately due and Payable, without notice of demand: a. upon the sale or transfer of all or any portion of the Premises. For the purposes of the foxegpinq, a sale or transfer of any portion of the beneficial or legal ownership of the firm, corporation or entity comprising the Mortgagor, or the sale or lease of all or substantially all of the Premises to a single losses for a tam (including option or renewal periods) in excess a, :msrt, of one (1) year or a lease containing an option to purchase the ���dllmtmtfe Premises, stall constitute a sale or transfer of the Premises It'sc *AW. given the Mo a rtgges the aioption to accelerate the indebtedness IRmmb i b. in the event cf a default hereunder or under any of the k u as mvm=`: obligations secured hereby or executed in.connwtion herewith f J.OF.X a no tie it r mi t=Md x.T a j1ds a. in the event of any default under any other agreement he r tu qtkl d a, or obligation of Mortgagor in favor of the Mortgagee, whether now existing or hereafter arising€ s7*me sr: M d_ in the event of a default continuing and any appli- M m W 1tt 04:kme MR f sei- cable grace period under any permitted senior or Junior mortgage `dop ad ques chat ing any orealltofath: Premises, orr other atioru secured thereby) affect- a. in the event that any lien ar encumbrance other than an Nr*W seer teetmme this Kortgage remains upon the mortgaged premises-in excess of ,as::in se W to fifteen (15) days without mmortgages's prior written consent. NCO"M&q ss� to 1 3.a ' Mortgagor hereby assigns to Mortgagee all or Mortgagor's i sYlejm7� right, title and interest in any and all claims to rebates, refunds, and abatements of real estate taxes pertaining to the Premix", or any loom portion thereof, with respect to tax periods arising at any time prior to fs relate to periods ��edo a before dthe�austionshheereof,m whichh such rebates� refunds and abatements so�'^'��� shall in the case of a default hereunder be applied to the Obliga- 0,good PEW tions. 11 4• !;MUM_i{,IOZ"F M ZTG1i I i Iwt h mars � 4.1 The,MOrtgagOr hereby authorizes the Mortgagee with respect so to the Premises, or any portion,thereof to pay all costs and expenses M� s�k si am F04-1 determined by the Mortgages in good faith as being required or desir- 01 able to effectuate compliance with the covenants of the Mortgagor sat . b forth in Articles I and II hereof, such authorization to be in addi- tion to, and not in limitation of, the rights of the mortgages under law and under other applicable provisions hereof, if any. There shall J be included in snob authorization, without limitation express or Implied upon the generality of the foregoing, the rights of the Pat Mortgagee: b m a. To pay all taxes, asssssmants and water and sewer fees, J with interest, costs and charges accruing thereon, vb1ch may at alai any time be or become a lien on the Premises, or any part there- tuIN of; Sw1b Btu b. To pay the premiums for any insurance required herein- 'polls der; plsyl, C. To ,incur and pay in good faith expenses in protecting x its rights hereunder and in the security hereby granted, and in cup preserving and protecting the Promises; and [W d. In the discretion of the Mortgagee to pay any install PUP ment and/or balance due under any prior or junior mortgages or s err liens affecting the premises, in whole or in part, whether or not such mortgage(s) would otherwise be in default. 4.2 Any &MMta paid under any one or more of the foregoing hoC provisions of this Article rV, or otherwise in accordance with this mortgage, may be added to the principal sun secured hereby, such amounts to bear interest at the rate(a) provided in the Hots at the rate provided far in the Note in respect of amounts due after maturity until paid, and there may be applied thereto at Nortgagee's election, dJ or to the repayment of any amount so paid by.the Mar ages, any suss paid hereunder by the Mortgagor as interest or otherwise. mJi 4.3 In the event the ownership of the premises or any part p5 thereof becomes vested in a person other than the Mortgagor, the Mortgages may, without notice to the Mortgagor, deal with such succen.- th L ear or successors in interest with reference to the mortgage and the debt hereby secured, and in the memos manner as with the Mortgagor, 4 � without in any way vitiating or discharging the Mortgagorts liability hereunder or upon the obligations. Mo sale of,the premises no. for us bear&=* on the part of the Mortgages, and no extension, whether oral 5AJhM or in writing, of the time for the payment of the hots or other "P obligations hereby secured, given by the Mortgages, shall operate to release, discharge, modify, cbanga cr affect the original liability of the.Mortgagor herein or any guarantor, either in whole or in part. S. MXrPCELLhMECgS. 3.1 No Waiver of any default or other indulgence shall be effective unless expressed in writing executed by the Mortgagee. ,ram - 197573 Pa315 9 r� �4 t this l A breach of any one or mare covenants or agresments vxAsr mortgage shall be a breach of a condition hereof entitling the I b le Mlostgages to exercise the Statutory power of Sale in addition to, and } jWVA not in limitation of, all other rights which Mortgagee may be entitled R �• to hereunder, by law, or otherwise, ' Nri 5.3 The word "Mlortgagee" as used herein shall be construed as gdescriptive of the original mortgagee named herein and of any subse- sent interest anndd/oree oof theoblig holder or ati secured holders, y; the wortgageets ���ha, or" as used herein shall be construedas descriptive of the morttord gagor 1 �E�VA t named herein and of any subsequent owner or owners of the equity of Omt redemgption of the premises; and all the covenantal and agreements of the !mortgagor herein contained shall be binding upon the heirs, W! administrators, axecutors, successors and assigns of the !Mortgagor; bl14M1� and if the context so requires, the words "!mortgagor", "Mortgagee" and "Bolder" and the pronouns referringq to them shall be construed as alum 6 plural, .neuter, masculine or feminine. 4#�y� 5.4 Any notice required or permitted to be given hereunder to,sm VIA � or served upon, the Mortgagor, shall be deemed to have been duly given ar served if delivered to, or deposited in the United States mail, e leopps b M N hm- postage prepaid, by certified or registered mail, or sent by raoog- 'PW or 7IIc ate a nixed overnight delivery service addressed to the Bortgagor at any one 10e.1 a u Met,dew or more of the following locations as the Mortgagee may elect. q. the last known address according to the tof-ttgagee's m[1�f books and records of any maker of any note secured bAreby; Krim.2assM oft 0 b. all, or some portion of, the Premises; ic soa d",Ted pmrjd.3 11 hm K te o. any address at which Mortgagor resides or has a place d OWN ie ex s_:~ of business; or at sloppe'r daft kasio"alga Ye�Mpipe,ee;sd. any address which Mortgagor may designate• in a written notice to the Xo tgagee. oom aof� 5.5 This Mortgage shall be construed according to and governed a��,� by the laws of the Coemaonwealth of !Massachusetts. a New b. ffi'ATmtl' Y S4N 6Z TM=j-POWER Or SMIdo� This mortgage is upon the STATUTORY CONDITION. For any breach of yak' the aforesaid STATUTORY CONDITION, or of any other conditions of this *&I mortgage, the Mortgagee shall have the Statutory Power of Sale. p ad* s _ C d@M X t. 1. YI aw tower ter✓ !o ExeoUtad as a sealed instrument this of 3 day ofId6 1990. Stuart Amusement Company BY. �tl Same: Eduard J Carroll, WW1! Itst Preside and Irreasurer WHO uornt NNSM M OF MSBACHUSETTs + Hampden, sa 3 , 1990 Then personally appeared before tie the above-named Eduard J. Carroll, Jr., President and Treasurer of Stuart a:uxssma:t Company and kiwi acknowledged the foregoing inatrumant to be the free act and deed of Stuart Amusement covany. notary Public Netkr2� MY Commission Upires: /0. ►S•�� 4:tm1� f r�rrtEgYarinet4l.s:s �timitm �41T ill wdI aiseq boR4 y� d Kt, kol I hk 4 L% r' - A17573 PAIE327 Exhibit A PARCEL I That certain parcel of land situate in Agawam in the county of l Eampden and said Commonwealth, bounded and described as fallowss >;sstarly by the westerly line of Main Street, eleven hundred e ghty-two and 45/L00 (1102.45) feetr southarly five hundred twenty-seven and 28/100 (527.28) feet, and Easterly three hundred fifty-seven and WIN (337.69) feet, by land now or formerly of John Jasmaniaki at ► i Southwesterly by lands now or formerly of Joaquin N. Nandes at al. and of Josaph P. Sigda at al, two hundred ninety-sins and 20/100 (299.20)•feetr Rasterly by land now or formerly of h7aseph P. Sigda at al, one Me ant'ged N_ hundred three and 43/100 (103.43) feetr c�boom 60 r-W 6dd southerly by land now or formerly of James R. 89arbati at axs tan hundred Five and 79/L00 (1005.79) feet= westerly seven hundred seventy-two and 66/100 (772.66) fact, 4 Northerly seven hundred fifty (750) fact, and u�n ;,•m; ;%� Westaxly ■ix hundred fourteen and 03/100 (6L4.03) feet, by land now or formerly of William J. Cavanaught Northeasterly five hundred twenty-eight (528) feet, and Westerly tour hundred sixty-seven and 95/100 (467.95) feet, by. land now or formerly of Vincent N. Connerr and Northerly by land now or formerly of James V. Nercadante at ux, three hundrad ninety-nine and 92/100 (399.92) lest. All of said boundaries are datermivad by the Court to be located as shown on a plan drawn by Durkee, lihite. Towne a Chapdslaine, '• Edward U. Chapdalaine, Survsycrr dated July 22, 1972, as modified and approved by. the Court, filed is the band Registration Office. a copy of a portion of which will I* filed with the original certifi- cate of title number 17163. Parcel I is SOBJScs TO the fallowing, 8esaemt fifty (50) feet 01M, rpp= matslS sbMin oa a plan drawn by Regiseratlan Office, a cape of s portico of vhich is hied vtth the aristanl. osctili.eeRta of title ncffier 17165, as set farrb + t cede by fli]lfsm Cook t4 the Agmm Aectric CwqxW, VOW Western Naseschueetts IIeetric CWUW dated October 17, 1913 and recorded in Hook 673, Page 364. 7573 MR326 Sears easement, aMMdmately shone on said plan, as set torch in it Taking � it made made by t6a Hoard of Selectaea for the mm of Ate, dated Nnvembar 16, 1970, duly teeos:fed in Hook 3553, Pace 10. m� now of natural water eoe=es mming Chscugh said Land and shun an said plan as unethingtoa Brook and the tributaries thereto. notice of Lease by and between Stuart Amusement Company, Lessor and ass i0d Riverside Park Enterprises, Inc., Lessee, dated May 30, 1986 and AY boo recorded in the Land Registration Office for the Registry District of Hampden County as Document No. 75926 as noted On Certificate of r y � Title no. i800I. JAI VCC financing Statement by and between Stuart Amusement Company, ow Debtor and Hank of New England-West, N.A., Secured Party, recorded an June 1, 1986 in the Land Registration Office for the Registry District of Kampden County as Document No. 75927 as noted on a Certificate of Title No. 18001. r UCC Pinancing Statement by and between Riverside Park Enterprises, 1 Inc.,, Debtor and Hank of New Eogland-West, N.A., Secured Party �I recorded an June 2, 1966 in the Land Registration Of=ice for the Registry District of Hampden County as Document No. 79929 as noted bib on Certificate of Title ft. .le001. WAd tp I in Being the premises owned by Stuart Amusement Company as described in 411,INN Certificate No. 18001 as recorded in the Land Registration office for Hampden County in Book 90, Page 161. , P , IZhp The land in Agawam. Sampdan County, Hassachuaetts, with the r i d t buildings and struct=es thereon, commonly known am Riverside Park: m sounded Westerly by Main Strestr gartberiy and Wastarly by land WRLMbe formerly of Patrick surnar now supposed to be of rialis Boacherr kw kqm northerly by land formerly of George ]!. Tuckere now supposed to be *4 dPQ of Camilla P. angnonr and land formerly of Harvey Porter, later of Checks P. Davis. and now supposed to be of Kinerva J. Davisr 4�r br�u Easterly by the Connecticut ltivesr and Southerly by land now or duW ei wrly of Dennis Z. Cavanaugh.Sub Compaayjof Massach to usetts etts ts byainstareumentsioan datedJul Telephone9.,11905 and �6wJt, July 20, 19050 recorded in said Registry of Deeds. Book 691, Pages 70 and 430. If still in force and applicable. � bte:� mEMWQ that property conveyed to the nerthsamtern des Trans- *do ayq� mission Company by deed dated March 19, 1951.and recorded in the 44%,boI seegden County Registry of Deeds Hook 2104, page 165. Subject to an sasament to northeastern Gas Transmission Cry as set forth in an instrument dated Mare 27, 1951 and recorded in 114i b the Hampden County Registry of Deeds Book 2111. Page 225, SRCEPT=G that property conveyed to the Northeastern Gas Trans- aiss�Cmepany by deed dated August S. 1951 and recorded in the KLapdan County Registry of Deeds Soak 2198, Page 443. i �e W7573 M329 Subiaat' to reservation of rights and privilege as set forth in dead dated lurch 19, 1951, and recorded as aforesdid in sock 2104, Page 165, it still in force. and applicable. • � Subiect to reservation of rights and privilege as set forth in dead y dated August 5r 1951 and recorded as aforesaid in Book 2198, Page 445, if still in force and applicable. �.� Subject to a taking by the Town of Agawam for a sewer easement ,1 an 'sat forth in an instrument dated December 7, 1970 and recorded in s%M014 W ,the Hampden County Registry of Deeds Book 3553, Page 172. Y z Subject to a right of way and easement to the Tennessee Can Pipeline ComPaur as net tomb in an Agrsement dated Duna 7, 1973 and in ep county Registry Deeds Book 3809, Page Z11, AS � 11p Ri ne 3sC�ed�t27; ful and retarded ant in 5i63, Page 193�. f q Subject to an easement to the Town of Agawas an set forth iwan Jostrument dated September 30, 1975 and recorded in the Baepdan *Ift County &egistry of Deeds Hook +4218, Pegs 122. �$ Subject to a notice of variance dated December 15, 1962 and W IL a IM! recorded in the Hampden County Registry of Deeds Hook 5361, Page 263. Subject to a Notice of Lease by and between Stuart AQusement Campanyr Lessor and Riverside park Enterprises, Inc., Lease*, dated `J4m!aleeesy h May 30, 2,996 and recorded in the Sampden County Registry Of Deeds in k lip�CA Book 6103, Page 581. Subject to a MM Financing Statement by and between Stuart Amnsemeat Company, Debtor and Bank of New Xngla -West, N.A., secnr*d Party, recorded on Judo 2, 1956 is the Hampdan County Registry of Deeds in Book 5103r Page 583. T"..a.fed! - Subject to a IICC,' rinancing Statement by and between Riverside Park �alt+�e�+ Enterpriass, Inc., Debtor and Bank of New England-Wiest, N.A., f4Ei*ae=734W1 seemed Party recorded an June 2, 1986 in the Bampdon County I m t Uzi bm;' ReqLatr3' of Daads in Book 6103, Page 908. 2Mo wood ut bt �=- +arm# Subject to a Massachusetts Wetlands Protection Act Order of rjx,m;,Wa; conditions dated may 27, 1986 and recorded as aforesaid in by x Book 62.19 r Page 400. Subject to a Notice of conditional of Limited Variance or Special Perait dated July 1, 1985 and recarded'as aforesaid in Book 6219, Page 444. 71+ be8" Bub eat tc a asssachusetts Wetlands Protection Act Order of Conditions dated May 26, 1990 and recorded as aforesaid in Boole 6895 r page 461. ad=lowth Being the premises conveyed by dead of Hichael J. Daley to Stuart Asuxsement Company dated October 18, 1939 and recorded in the IBM Soupdan County Registry of Deeds in Hook 1652, Page 410. igT573 P6336 PARCP,L III of cr.rWM VAL BSTATB situated in AGAWAM# Hampden County, Hasx&chur ad JO setts, an the easterly aide of the highway celled the Wa Street, Jews leading from Agawam to Suffield, said tract being bounded and described as followst mmzm m at a paint an the masterly side of said bighway,'about s1 seven hundred (700) fast, mare or less, north at the State line = C �. between the States of Massachusetts and Comacticat, at land now or moo I1. taoasrly Of Heart' W=thingtoat thence NOW gpRfflaRLT on said highway, four hundred seventy (470) feet to a ig stake, theacs mar . Z&STER=.Y is a line parallel with said Worthington's land to the Caesnecticut liver, thanca ti L C SOUrEmw on said river to said Worthington's land, thence fog Lesr �s WdLsi WESTHRLT on said Wartbington'a land to.the point of beginning, 0141 with the buildings thereon. Almum i Containing approximately thirteen (13) acres of land. EXCEPTED from Parcel III described above are those parcels Of Land , wmim and appurtenant sights of way previously conveyed by instruments Astge. duly recorded in the Hampden County Registry of Deeds. a dwam As to Parcel III herein the mortgagors do not warrant the title. Nos; BEING the remises conveyed l L P y by deed of Charles 0. CavaaaugEi, Sr. and �ad Grace N. Cavanaugh to Stuart Amusement Co., Inc., dated October 26. ne 1976 and recorded in Nampdan County Registry of Deeds to Bosh 4356, Page 80. WAtba k sit tie Una. �tmiu ether PW to ti REMITTANCE Ai7NICE VANASSE HANGEN BRUSTLIN, INC. 0 5-7017-2110 ONE FEDERAL STREET,BLDG.103-3N SPRINGFIELD,MA 01105 a 44 a 1145 CHECK a h DOLLARS AMouNT 8 a PAY °-� DATE D DF :, DEWRI DN r, l '- 5 ,D g OD CSTIZENS SA K MASSACHUSEfTS u=00L It. 511' i: 2Li070 & 75i: 130S ? 19333iis • Site Plans Six ]Flags New ]En land 9 ..a Issued for: Permitting St F, I r er un Y Date Issued: June 20 2012 .,.. .ter, . i�lLatest Issue: June 20 2012ain re e Agawam, Massachusetts No. Drawing Title Latest Issue a` ,� a i • Property Informationa s C-1 Legend, Abbreviations and General Notes 06/20/2012 rA 7 Owner/Applicant: licanr: C-2 Overall Plan 06/20/2012 ° t pp Six Flags New England m li i 2 12 � F g e o t on Plan 06/20/ 0 .C-3 D t � � `f 1623 Main Street "--,-•. ''►` `` _:_J-. _ our sT' ,,�� r�� tz / r C Layout and Materials Plan 06/20/2012 a . 2 yy �_ r Agawam, Massachusetts 01001 C-5 Grading, Drainage and Erosion Control Plan 06/20/2012 C-6 Utilities Plan 06/20/2012 � C-7 Details 06/20/2012 r , �� � `-- �s--� yU g � q 1 € 1 ✓ .m C-8 Details 06/20/2012WC C-9 Details 06/20/2012 61 Site Location Map t N.T.S. No. Reference Drawings Latest Issue Sv-1 Existing Conditions Plan 08/04/11 NeSt-01 Starflyer Nostalgic 05/31/12 Assessor's Map: 5A-3 Blocks: 256, 257, 258, 262 Assessor's Map: 5B-3 Block: 52 ■ Vanasse Hangen Brusttin, Inc. Transportation Land Development Environmental Services . z One Federal Street Sg H N Building 103-3N , Springfield, Massachusetts 01105 06/20/1 2Cq 413-747-7113 FAX 413-747-0916 T: LD CLIENTS SIX FLAGS DI RECTORY\201 3\STAR FLYER\PLAN SET CAD LD PLANSFT\STARFLYER-LG T 03 3 6 N 0 l Legend Abbreviations Notes: u; Exist. Pro Exist. Pro General Y6�nasse Hangen Brustlin, Inc. N p- p• General Layout and Materials c.I CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY "DI G-SAFE" (1 -888-344-7233) AT LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE Transportation EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. Land Development �' - - --- PROPERTY LINE HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP Environmental Services 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. PROJECT LIMIT LINE RIPRAP ADJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 3. CURBING SHALL BE BITUMINOUS CONCRETE CURB WITHIN THE SITE UNLESS OTHERWISE INDICATED ON One Federal Street RIGHT-OF--WAY/PROPERTY LINE ° o ° ° CONSTRUCTION ENTRANCE APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE THE PLANS. Building 103-3N - - - - CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH Springfield,Massachusetts 01105 EASEMENT 2735 27.35TCx 70P OF CURB ELEVATION BIT BITUMINOUS STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE 413-747-7113 �FAX413-747-0916 BUILDING SETBACK BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 10+00 10+00 26.85 BC 26.85 Bcx BOTTOM OF CURS ELEVATION BS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. +-- BASELINE (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. ° 132.75x 132,75x SPOT ELEVATION BWLL BROKEN WHITE LANE LINE 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION LAYOUT 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. } 45.0 T6t 45.0 TW 365 3x 385 gWx TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. Q "'-'--- ----- ZONING LINE 6, PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS BORING LOCATION DYCL DOUBLE YELLOW CENTER LINE 6. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO n - TOWN LINE SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. ® TEST PIT LOCATION EL ELEVATION EXPENSE. Mw MW 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT LIMIT OF DISTURBANCE Q MONITORING WELL ELEV ELEVATION 7. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE - A WETLAND, LINE WITk FLAG ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIFS RASF0 nN1 VISIIAI. nl FACTORY, CONTRACTOR SHALL REFER Tn THE DETAIL SHEET DIMENSIONIS, MAN€JFAr-TUREP9' LITERATURE, SUOP 102.5Dx SPOT GRADE ON DECK EXIST EXISTING OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT N FLOODPLAIN MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER FEATURES. IN 0 --UD---- UD UNDERDRAIN FDN FOUNDATION IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. BLSF 12"D 12"D- 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND T BORDERING LAND SUBJECT TO FLOODING • DRAIN FFE FIRST FLOOR ELEVATION 8. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT oZ g•Rp� RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS, FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE WETLAND BUFFER ZONE 6"RD-- ROOF DRAIN GRAN GRANITE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 12"S 12"S 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ' `DZ NO DISTURB ZONE '-` - �' SEWER FM FM GTD GRADE TO DRAIN ADDITIONAL COST TO OWNER. FORCE MAIN Demolition zoo'RA 200' RIVERFRONT AREA LA LANDSCAPE AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE OHW OHW OVERHEAD WIRE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE ' LOD LIMIT OF DISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY GRAVEL ROAD 6"w 6"w WATER POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF - EoP -- - -- EDGE OF PAVEMENT MAX MAXIMUM 11, THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING 4"FP 4"FP FIRE PROTECTION CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS 13B BB BITUMINOUS BERM 2"Dw DOMESTIC WATER MIN MINIMUM CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A AND SPECIFICATIONS. STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. BC 8C BITUMINOUS CURB 3"0 G GAS NIC NOT IN CONTRACT CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE cc CC CONCRETE CURB E E ELECTRIC NTS NOT TO SCALE 12. PRIOR TO THE INSTALLATION OF ANY SEWER OR WATER LINES, THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY CG THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. NO PIPING SHALL BE BACKFILLED WITHOUT THE REPRESENTATIVES. CURB AND GUTTER -STM-- STM STEAM PERF PERFORATED PERMISSION OF THE DEPARTMENT. cc Ece EXTRUDED CONCRETE CURB T--------- T 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, TELEPHONE PROP PROPOSED STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. MCC MONOLITHIC CONCRETE CURB - -- FA FIRE ALARM Utilities PCC REM REMOVE 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE Erosion Control �- PRECAST CONC. CURB .._._ --CAN CABLE N RET RETAIN REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED SLOPED GRAN. EDGING THIS INFORMATION AS SHOWN ON THE PLANS, THE UTILITY INFORMATION SHOWN DOES NOT 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE VGC VGC ® CATCH BASIN R&D REMOVE AND DISPOSE GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS --- VERT. GRAN. CURB NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. DOUBLE CATCH BASIN R&R REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING LIMIT OF CURB TYPE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT GUTTER INLET SWEL SOLID WHITE EDGE LINE AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND - - - - - SAWCUT THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER Q • DRAIN MANHOLE� SWLL SOLID WHITE LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PROTECTED AREAS. =�= ® TRENCH DRAIN BUILDING TS TOP OF SLOPE 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT C G PLUG OR CAP CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION xJEN BUILDING ENTRANCE co Go TYP TYPICAL INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. e� • CLEANOUT WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION FURNISHED IN WRITING TO THE 14LD LOADING DOCKOWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE FLARED END SECTION NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE BOLLARD HEADWALL utility ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. STABILIZED TO PREVENT EROSION. [DJ FD_1 DUMPSTER PAD CB CATCH BASIN 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, -� SIGN Q • SEWER MANHOLE ELEVATIONS ON THE GRADING AND UTILITY PLANS. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT CMP CORRUGATED METAL PIPE AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. = DOUBLE SIGN as CS 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC CURB STOP & BOX CO CLEANOUT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND oWV WATER VALVE & SOX SHALL BE SET/RESET AS FOLLOWS: Existing Conditions Information -�-- STEEL GUARDRAIL DCB DOUBLE CATCH BASIN Tsv TSv TAPPING SLEEVE VALVE & BOX A. PAVEMENTS AND CONCRETE SURFACES: FLUSH 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY , -■ WOOD GUARDRAIL DMH DRAIN MANHOLE PERFORMED BY HERITAGE SURVEYS IN 2000. SIAMESE CONNECTION B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH HYD HYD CIP CAST IRON PIPE 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. 'b` FIRE HYDRANT C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE PATH WM wM COND CONDUIT SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. TREE LINE ElElWATER METER No. Revision Date ppvd. ® O POST INDICATOR VALVE DIP DUCTILE IRON PIPE 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE Designed b - - WIRE FENCE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND g y Drawn by Checked by a ----+~- FENCE 0 ® WATER WELL FES FLARED END SECTION APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. CAD checked by Approved by --�-- �� STOCKADE FENCE GG GAS GATE FM FORCE MAIN Saa€e Date June 20,2012 3 O 6. THE CONTRACTOR SHALL MAKE: ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES o. C7CX000CD STONE WALL GM GCE GAS METER F&G FRAME AND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, Project Title ° ° FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR -�- RETAINING WALL M •EMH F&C FRAME AND COVER OR BY THE UTILITIES COMPANY. Starflyer STREAM / POND WATER COURSE ELECTRIC MANHOLE / �M BEM GI GUTTER INLET 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: SIX Flags New England - DETENTION BASIN ELECTRIC METER GT GREASE TRAP -- STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHELYNE (HOPE) LIGHT POLE HAY BALES TMH HDPE HIGH DENSITY POLYETHYLENE PIPE 8. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH 1623 Main Street SILT FENCE d • TELEPHONE MANHOLE EXCAVATION, INSTALLATION, AND BACKHLL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS HH HANDHOLE SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE Agawam, Massachusetts l [i] TRANSFORMER PAD CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY Issued for 4 -- 4 MINOR CONTOUR HW HEADWALL COMPANY AND AS INDICATED ON THE DRAWINGS. Pe n-i tting - - �- - 26 I4A,i6R HYD HYDRANT 9. SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY S REQUIREMENTS. 0- GUY POLE♦ INV INVERT ELEVATION 1n 1D PARKING COUNT 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY C10 00MPACT PARKING STALLS GUY WIRE & ANCHORI= INVERT ELEVATION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR HH HH I o MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. DYL DYL HAND HOLE DOUBLE YELLOW LINE PB PB LP LIGHT POLE Drawing Title STOP LINE 0 El PULL BOX _ MES METAL END SECTION n►ra�cnn�e Legend, A rivlatlons 1I 111111 1111111111111 CROSSWALK ----------- MATCHLINE PWW PAVED WATER WAY and. General Notes . ® ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE ACCESSIBLE PARKING RCP REINFORCED CONCRETE PIPE VAN-ACCESSIBLE PARKING R= RIM ELEVATION VAN vua SMH SEWER MANHOLE Drawing Number TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE c HN G I 400 �? Sheet of sS zv �� 1 9 06/20/12 Project Number 99901.37 STARFL YER-L G.D WG T:\W\CHENTS\S1X FLAGS DIRECT0RY\2013\STARFLYER\PLAN SET\CAD\LD\PLANSF-T\STARFLYER—OP a� L w v a C O. 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CD O ? 0 N \ Transportation Land Development Environmental Services ' T One Federal Street O Building 103-3N ` f _ Springfield,Massachusetts 01105 D E_N S E T R 413-747-7113 —FAX 413-747-0916 Q y z �k emu-- STING RIDE t C , AND RIDE P CD TO BE RE _ ORK _ ) '' f '�- A� o,F w �a _ : -`,` WALL TO STABILIZE 0000 FOUNDATION EXISTI QUEUE -- --------- -� 1LOWER i f 101 �f i L_ TO MOVED C M ¢ T _. __.__. r _ � ".� / o ---..— BASKET WALL EX TING RI SYSTEM AND IDE PA `.TO`E •I,tEMOVED � ! rUNDERDF 54.7 LP , w 0 TO BE REMOVED �`►,. 55.2 -- V )v sq� `�',: LP ,� _ 20 0 20 40 CU wAL � -n ii + ! — S r _� f SCALE 1N FEET TO OE REMOV i%% �`^ 1 58.4 J i l-H-D F I EXISTING CURB �� }0 BE REMOVED C" PIr o �1� ~? o / `' _T1 ti MM '' / \ EXISTING C & ' ~- J LP N OU LF REMOVED l TO BE LP 1 1 L.P ; ' ',, .I� 0 , P P I �� � '� \ A S I � EXISTING RETAINIt�I LPiG `WALL LP LP ' P Eli f ;1 I CB 146 � No. Revision Date ppvd. t7FtSTING WAIL , �� �}t� Designed by Drawn by Checked by �REMOVED A� CAD checked by Approved by Scale 111_20t Date June 20,2012 LSt77 Q Project Title Starflyer Six FlagsNe England HVVNIX02iddV 1623 Main Street I � Agawam, Massachusetts Issued for 45 Permitting � � I Drawing Title O C Demolition Plan CBP1 Drawing Number FESP ^ 14N C-3 /x �:% ` ��� l � �., ya Sheet of C8 11CG Ca 10 r� / 5 1 06/20 Project Number cc D1HP3 /12 -C , 99901.37 IL Starllyer-DM.dwg T: LD CLIENTS SIX FLAGS DIRECTORY 2013\STAR FLYER\PLAN SET CAD\LD PLAN SET STARFLYER-LM - - < 4) Site Data Chart � � WORK LIMIT AREA: 25,650 SF EXISTING PERVIOUS AREA: 8,780 Vanasse Hangen Bmstlln, Inc. EXISTING IMPERVIOUS AREA: 16,790 Transportation N .. Land Development ? PROPOSED PERVIOUS AREA: 4,340 p Environmental Services PROPOSED IMPERVIOUS AREA: 21,310 1 CHANGE IN IMPERVIOUS: 20% One Federal Street r � Building 103-3N ` a I Springfield,Massachusetts 01105 413-747-7113 -FAX 413-747-0916 n- s C� a N r � f o (14 CIO `, ' `' ✓�� L a „� .�� �C'� \� ! \\V --1 ---`` - � =x, CABION BASKET 171 co I uM�� ofw° ,► _ - :- WALL TO STABIL ZE FOUNDATION �_ - .__ 0 �_ LOWER CABION — _._ _ __ �`• BASKET WALL SYSTEV LP / 1 r-UNDERDR If 20 0 20 40 L t `\ o I s t /" I_/A J SCALE IN FEET 0 t r 11 # CO LP 1 1l ;� �1 ~- 0 / t 0 !f f ALP 1'f �� � I� � �� � � ��xs �""�-.�� _ l I If fl L i ( U P P 11.1 11 v ,I/ �I f '_I P U Q ��! *LP BASk S ST 1 f , 0 0 LP 1` LP 06 t {{ 1 1 i � C.1 1 LP ,�� ! P 11 ;l: No. Revision Date 1A vd. 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Cf�yy � �✓ r� F _80. (BUT} ✓ r � 9 y Y y \ O Desi ned b Drawn b Checked b 1 1 I a $1.4� , �� ` � '_ � —��� ' �� � I CAD checked by Approved by / Y i, t 1of, J. r f Scale 1 11 201 Date June 20,2012 I / 03 1 �� ` ! ..' I. Is =8�3.7 T) ! C� l ' Project Title ;1 , ..; X , \ �� --r . . } - �o. ot� 1 Starflyer f rnT 1 `� -ry ' &3� - W ' Six Flags New England 4 7 X I 1 X \ \\ fI `�ti� 1' ! _u s€o �gj 1. 84.0', d !/ 1623 Main Street CA 9&5 f j I X / 1 88.0 1 Agawam, Massachusetts _r.__i C - -:._.. l V:C�/`� \ i �o ���J~V �l Issued for Os.2o ti" •: 4 Permitting I � � 94z0 I ts" a6 79.3 I l I t c 4,6 i P 1 iX / 1, Drawing Title95,0 C 4 I �x , /� �` F� da o 78.5b j 81.7tw ,1 A 14 R 70 I t� � .. I I I 11 I II I I 0 III III -- 6 / ., `' i �;� 111 I -- CgP1 1 Utilities Plan ` 7. �I I � t � '� \ - 80.0 �/ Q . i I X f#r cg i 9 4,3 X W 81, �b \� a ti Drawing Number 4.Otw 4 DMH 7 / ✓ ��? �5 i t \ 38.5 .5b 24 77.5 y K I 111,20 9 5A f / C-6 X 7, OX" I I OD ' � - r w cs ra ✓ / *" Sheet of \ X �� 9 �� E \ J ,-' \1' HP3 ( ss MA 6 9 1 1/ , t / 1 ■ 1 f/ Project Number 06/20/12 99901.37 T:\LD\CLIENTS\SIX FLAGS DIRECTOR Y\201 3\STARFLYE R PLAN SET CAD LD\PLANSET STARFLYER-DT a a 0 W Ln a s a r �i Vanasse Hangen Btwtlin, Inc. N o SURFACE N TREATMENT Transportation o VARIES Land Development N 4" CEMENT CONCRETE Environmental Services R - 3/a"_ 8 " R = 3/4" (6" THICK 1N VEHICULAR AREAS) PROVIDE FENCE WHERE WALL ,; NOTE: HEIGHT EXCEEDS 4 FEET One Federal Street 0 6" CONCRETE FOR SIDEWALKS TO BE Building 103-3N co SLOPE CEMENTITIOUS I V 4000 PSI AND FOR DRIVEWAYS ARIES- - ADHESIVE 5000 PSI. BOTH MIXES TO BE TYPE VARIES Springfield,Massachusetts 01105 0 I1, 6% (1.5±) AIR ENTRAINED. CAP 1 413-747-7113 FAX 413-747-0916 TOP COURSE , o o `c DEPTH VARIES ° 0 3 CURB VARIES a- \`�'`� °0 MIN. IMPERVIOUS FILL o o S FINISH MIN. 12" TWICK j\\// o ° o o �° 6" REVEAL GRADE \/\\ o ° 1.5% (MAX.) ��\�� 0 0 o g FINISW 1.0% {MIN.) / /\//\ij�/�/��/%l EXCAVATION a \ o °O° ° o ° °° °° o °° ° o ° PAVEMENT \/\�\/; \ \ \ APPROXIMATE / 0 0 p ro ° ° o \/\/\/��/i�/�' LIMIT Q /\//\/ po po ° po O oo�°o ° °p Oo SoOR° a O \ o ° o o O O C? N/ ° ° o GEOSYNTHETIC 0 _ ° �` MODULAR CONCRETE \g/," o Qo 0 0 o a ° o a °o o © a© o© Q oCP o o ° o ° ,� o oo� Q O;� REIPJ�4RCElAErJT 0 0 ° o FACING UNITS N \�\ OO oQ DO °o O p °o� Qo'o °° O° pOO (�o��oQCY: 0 0 o O O GRAVEL °00 Q o00 O o�Q o g o °o O°O °o°0 00 p o QQ LX3 f3 �} � /\�✓ m �y / r � /�%\/ \ \ ° \ / \/` COMPACTED 1Y2" BITUMINOUS TOP COURSE � y/���\ \}\/�� \��\��\�/`\�/�\,/�\�//��y\\\�/y � SUBGRADE 1 Y2" BITUMINOUS BINDER COURSE C 8" COMPACTED GRAVEL a P ° ° a ° o N (1Y2" MAX STONE SIZE) Section EXPANSION ° a p ° a ° v JOINT oa Q ° O ° a ° ° 12" COMPACTED GRAVEL EDGE OF PAVEMENT COMPACTED SEALANT p0 0 ° °p SEE NOTE 2. GRAVEL o 0 0 ° O �, O o 0 o a UNDERDRAIN O ° o ° ° ° a ° O (SLOPE TO DRAIN) COMPACTED pogo°O 0 ° o o ° O Ooo°°o° SUBGRADE Y2" Notes: LEVELING PAD q) I. PROVIDE EXPANSION JOINTS CONCRETE /. COMPACTED SUBGRADE COMPACTED AT MIN. 30 FT. O.C. WITH SIDEWALK °. SUBGRADE Notes: PRE- FORMED JOINT FILLER. ` Y2" PREFORMED Standard Duty Flexible Pavement 1. ECC REFERS TO EXTRUDED CONCRETE CURB WHICH 2. PROVIDE TOOLED CONTROL EXPANSION JOINT IS CAST-IN-PLACE IN THE FIELD. JOINTS AT 6' O.C. BLDG. FACE, Note: FIXED OBJECT, 2. WHEN ECC IS USED, CONTRACTOR IS TO DETERMINE 3. PROVIDE BROOM FINISH IN OR CONC. SIDEWALK SECTION DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. THE EXTENDED LAYOUT DIMENSIONS OF THE BASE DIRECTION PERPENDICULAR TO Note: STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM COURSE IN ORDER TO ACCOMODATE PLACEMENT OF CURB, TO BE PROVIDED BY WALL MANUFACTURER BASED ON THE ECC- Expansion Joint Detail PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE GEOTECHNICAL ENGINEERS RECOMMENDATIONS. BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Extruded Concrete Curb (ECC) 6/08 Concrete Sidewalk 4/11 Bituminous Concrete Pavement Sections 6/08 Modular Retaining Wall 6/08 N.T.S. Source: VHB LD-408 N.T.S. Source: VHB LD-420 N.T.S. Source: VHB REV LD-430 N.T.S. Source: VHB LD_750 STAKES SITE 50' (2 PER BALE) MIN. 10' MIN o' °O ° . NAG ' ■ ' `,■ f 4" a: ovoa ,vSE�MGL� CATCH BASIN GRATE (MAX) ° a o o.17 STRAW BALE ■: = 1Y2" x 1Y2" x 4' WOOD STAKE fl 1" REBAft FOR OR APPROVED EQUAL "`" ' °° SILTSACK BAG REMOVAL •-•• : No Revision Date p d . . . ,. . SI LT FENCE ••• i ,�i •'.�i •'.�i FABRIC Designed by Drawn by Checked by .... an View ■ ■.\ i "i. ='i i'. 'i CAD checked by Approved by SITE 50' Scale NIA Date June 20,2012 MIN. EXISTING 4"(MIN. 3, S PAVEMENT Project Title Plan View °°:° a°.'a° o o d.°� qo a� o a °.R Starflyer Plan View 1 1 FILTER MOUNTABLE BERM Six Flags New England 1"x1"x3" WOOD STAKE, FABRIC---,/ CATCH BASIN WORK IT GRATE AREA 11/2" CRUSHED STONE CATCH BASIN GRATE I II FILTER III Cross-section 1623 Main Street FABRIC SILTSACK FLOW III PROTECTED FLO FLOW Agawam, Massachusetts �M1 OW � ��� AREA �� Issued for $' (MIN. kx 4" EMBEDMENT TOP OF III 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT Permitting (MIN.) GROUND III MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS II WHERE INGRESS OR EGRESS OCCURS. EXPANSION RESTRAINT 4" EMBEDMENT 2, THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH (MIN.) II SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO Section View Section View I II PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP Drawing Title DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND PLACE 4" OF FABRIC I II AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO Notes: ALONG TRENCH AWAY I II 1 (MIN•) TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED FROM PROTECTED AREA I II STAPLE OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE Notes: BACKFILL AND COMPACT REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. 1. ENCLOSE STRUCTURE WITH HAYBALI=S IMMEDIATELY AFTER CATCH I II B PERIODIC INSPECTION AND MAINTENANCE SHALL BE 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE BW PROVIDED AS NEEDED. THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS Details IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED, A AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN Ik 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR REMOVED. 2, IF GRATE IS AGAINST EXISTING CURB THEN BALES ARE TO STAPLE TO FINAL FINISH MATERIALS BEING INSTALLED. 2. GRATE TO BE PLACED. OVER SILTSACK. BE PLACED AROUND THREE SIDES OF GRATE ONLY. .3 SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL Wood Stake 4. LOCATE STABILIZED CONSTRUCTION EXIT AT EXIT LOCATION STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE 3. GRATE TO BE PLACED OVER FILTER FABRIC. Joint Detail FROM PARK ONTO STATE ROUTE 159. PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM 4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED Drawing Number STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. Catch Basin Sediment Trap 2/11 Silt Fence Barrier 6/08 Stabilized Construction Exit 6/08 Siltsack Sediment Trap - 6/08 )A N.T.S. Source: VHB LID-673 N.T.S. Source: VHB LD-650 N.T.S. Source: VHB REV LD-682 N.T.S. Source: VHB LD-674 N C-7 G��'• Sheet of ss NA. 7 9 06/20/12 Project Number 99901.37 STARFL YER-D T.D WG T:\LD\CLIENTS\SIX FLAGS DIRECTORY 2013 STARFLYER PLAN SET CAD LD PLAN SET STAR FLYER-DT T N i V? 3 a v c L a c� 00 d- r%i u� _ Vanasse Hangen Brustrin, Inc. Notes: LAWN FLUSH GRATE 2C DIA. 1. ALL SECTIONS SHALL.BE DESIGNED Transportation N ACCESS FOR HS-20 LOADING. DIAMETER OF ` p o _ ? STRUCTURES SHALL BE COORDINATED Land Development Notes. N WITH PIPE CONFIGURATIONS, Environmental Services 1. ALL SECTIONS SHALL BE DESIGNED I 48" DIA. MIN. d I _ I I_ ( � i 2. COPOLYMER MANHOLE STEPS SHALL BE I Alternate Eccentric Cone Section FOR HS 20 LOADING - 4 i I Ar INSTALLED AT 12" O.C. FOR THE FULL _ a One Federal Street 2. PROVIDE OPENINGS FOR PIPES WITH 2" Alternate TO Slab DEPTH OF THE STRUCTURE. PAVED AREA LANDSCAPED AREA ''. °" °'r ° Building 103-3N zP1 , 24 SQUARE MAX. CLEARANCE TO OUTSIDE OF PIPE. 3. PROVIDE OPENINGS FOR PIPES WITH 2"" SEE APPLICABLE a. . a" Springfield, Massachusetts 01105 N w� MORTAR ALL PIPE CONNECTIONS. PAVEMENT SECTIONS COMMON FILL OPENING (TYP ° MAX. CLEARANCE TO OUTSIDE OF PIPE. / 4 � °a - ° ° +�' 413-747-7113 -FAX 413-747-0916 FINISH MORTAR ALL PIPE CONNECTIONS. COMPACTED GRANULAR FILL ORDINARY BORROW 8" DIA. (MIN.) I 3. JOINT SEALANT BETWEEN PRECAST GRADE 8" 24" DIA. 8" —� A SECTIONS SHALL BE PREFORMED ACCESS 4. JOINT SEALANT BETWEEN PRECAST SAWCUT o BUTYL RUBBER. SECTIONS SHALL BE PREFORMED ° Alternate Tap Slab SEE NOTE 5.� - - BUTYL RUBBER. � �1 / \ � DOME GRATE ¢ FINISH 4. CATCH BASIN FRAME AND GRATE £ ��T`i� Q1 z GRADE SHALL BE SET IN FULL MORTAR BED. - w \\��j\ 0 0 00 Q4 o \f DEPTH AND SURFACE CONCRETE COLLAR rf 8 24 8" ADJUST To GRADE WITH CLAY BRICK 5. DRAIN MANHOLE FRAME AND COVER \/\ .p c o ¢ SHALL BE SET IN FULL MORTAR BED. Q %�j/\ ° // TREATMENT VARIES MULCH ¢ AND MORTAR (2 BRICK COURSES z °°� ADJUST TO GRADE WITH CLAY BRICK \\1\ ° ° �' o ` S" 8" c� TYPICALLY, 5 BRICK COURSES Un ¢m \ C6 ° °8a ° // SEE NOTE 4. �I— z¢ AND MORTAR (2 BRICK COURSES \/ °,o / MAXIMUM). �0 � 1 �/�/ � � Q -- Zfw �� a TYPICALLY, 5 BRICK COURSES / o / 1-? _J STEMS. SEE MAXIMUM) 8 ° �. z c�z <a NDIE 2. T�� WARNING TAPE c1 p ¢ a w w ri \/\ o- o0 0 \ 2 "I z m w SEE NOTE 4. �w q o ( H 0 N O O4p ! TI oz ¢0 48"" DIA. MIN ��Wz OrSHELF TO BE CONCRETE FORMED z T iw \\.'a �.� ° 4 N v `�~ SEE NOTE 3. UJ O 48" DIA. (MIN.) AT A SLOPE OF 1" PER FOOT. ��I w \�\h 0 0 q o ° N OIL/DEBRIS Of 0 o TRAP OUTLET w Q Q: c� o ��\ °P °A�_" HAND TAMPED HAUNCHING b 4 . O Q. . o_(� v7 � . o . a° ° . ° `� OUTLET \ o k' 3 v ----- a o ° Qa. COMPACTED BEDDING Z O . d DIA. D C d d wow I DIA. z a VARIES z �i/, .� �\\\ \\ \/\\ �� s :0' �':C°" a; :° � a'n'51 '' O o N� I VARIES C)0 q //i. . /1/: cv O.' O �... � ¢ INVERT -------- COMPACTED�v ---- 12" COMPACTED T o;�� O Q� O O O:. 0 MIN. �. O 'a o.. 4' o 6 4 a�" �� DVARfES SUBGRADE - SEE NOTE 2, a 12 ' -- SCHEDULE 40 PVC PIPE COMPACT z e ® TYP. \ ED GRAVEL V) o COMPACTED ( ) ° SEE NOTE 3. Notes: r GRAVEL a 12" w '� z� (nP') 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH FLOW COMPACTED SUBGRADE ocn 12" COMPACTED \�/�\ /�//\/ /�/ T \� DETENTION BASIN BERMS OR OTHER SUCH SPECIAL �m �� SUBGRADE SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS CEMENT CONCRETE INVERT SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 12" COMPACTED GRAVEL 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. PVC BEND COMPACTED SUBGRADE 3. FOR HDPE PIPE, DIMENSION 15 24 INCHES. PIPE PER PLANS Catch Basin (CB) With Oil/Debris Trap 6/08 Drain Manhole (DMH) 4/11 Utility Trench 6/08 Landscape Drain (LD) 6/08 N.T.S. Source: VHB LD-101 N.T.S. Source: VHB L0_115 N.T.S. Source: VHB LD300 N.T.S. Source: VHB LD-193 No. Revision Date Appvd. Designed by Drawn by Checked by CAD checked by Approved by Scole N/A Date June 20, 2012 Project Title Starflyer Six Flags New England 1623 Main Street Agawam, Massachusetts Issued for Permitting Drawing Title Details Drawing Number HNC-8 aaii Sheet of ss NA . 8 9 06/20/12 Project Number 99901.37 STARFL YER-D T D WG T:\LD\CLIENTS\SIX FLAGS DIRECTORY 2013 STARFLYER PLAN SET CAD LD PLANSET STARFLYER—DT T N 7 O N 6 ■ t7 Q C2 o Vanasse Hangen Brustlin, Inc. N Transportation o a ¢ I Land Development N a a LIGHT POLE & ANCHORING Environmental Services 3 PROVIDE BASE COVER SYSTEM BY MFG. CHAMFERED TOP w w AS FURNISHED BY � One Federal Street POLE MFG. I 1" CHAMFER Building 103-3N Ln � z LIGHT PALE BASES Springfield,Massachusetts 01105 � 6 " WHITE CEDAR POST z IN PARKING LOT TO 413-747-7113 ---FAX 413-747-0916 EXTRUDED PIN AT END POSTS Z BE PAINTED YELLOW a CONCRETE CURB o WHITE CEDAR SPLIT RAIL in c° « 6,�". n (MIN. 4" SECTION) N o #3 HORIZONTAL TIES 012" C.C. a 4, 4—#5 VERTICAL—EQ. SPACED w FINISH GRADE ti— —�_—� \ CONCRETE `r 16 FINISH GRADE (MATERIALS VARY) WALKWAY 4a p N 2" TYP. COVER 16" —��---- I a °:a x x x a0 10" APPROX. �. N N 6i FINISHED N 0 00 0 O 00 O GRADE CONDUIT AND GROUND ROD a 0 O� 0 O� �� ' "� ' `• a CONNECT TO INSIDE METAL POLE N o�00 OQpo I o I Elevation / " SEE ELECTRICAL PLAN FOR SIZE n00 Qi w� v��. ( ; .. 1' ° /� #3 REBAR #5 REBAR o 0 a ° I/N 4".. 0 4"" CEMENT CONCRETE / W.W. MESH ) iv 8"-0" O.C. TYP. Notes: %�i / //�Ti/�i�/ i t BOLT LAYOUT 6x6w1.4xw1.4 * ��\ / / T 8" COMPACTED GRAVEL FLAT SHEETS, COMPACTED OR . , �� .��������� & MOUNTING I, (1Y2" MAX STONE SIZE CENTER DEPTH Rail Section UNDISTURBEDAS } 1. FENCE DESIGN BY SIX FLAGS NEW SUBGRADE 2—0 (MIN.) PROCEDURE E ENGLAND VENDOR. PER MFG. SPECS 2" COVER COMPACTED Fence Post Plan ON REBAR o Section SUB GRADE 2. MATERIALS TO BE SUPPLIED AND * INSTALLED IN CONFORMANCE WITH TREAT THIS SECTION OF POST WITH A ""CHAIN LINK MANUFACTURER'S WOOD PRESERVATIVE AS SPECIFIED BY INSTITUTE" PRODUCT MANUAL. THE FENCE MANUFACTURER. Notes: Notes: LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO 1. CEMENT CONCRETE SHALL BE CHANGE BASED ON FINAL POLE AND FIXTURE 4040 PSI—TYPE II SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Concrete Walkway at Queue Line Split Rail Fence (Queue Line) 6/03 Perimeter Fence 6/03 Light Pole Foundation Detail (Up to 15' Pole) 10/03 N.T.S. N.T.S. Source: VHB REV LD-460 N.T.S. Source: VHB REV LD-431 N.T.S. Source: VHB LD-31Oa 5/8" ROUND LATCH ROD TURNBUCKL (3" TAKEUP) GATE STRETCHER BA POST TRUSS RODTU - BE No. Revision Bate Appvd. IN 11 11 RED CONCRETE BAR BAR Designed by Drawn by Checked by BANDS BANDS CAD checked by Approved by VERTICAL MEMBERS TO BE Scale N/A Date June 20 2012 io SELECTED BY THE OWNER Project Title GROUND LINE 6" 6" (2) — 4" CONDUITS COMMUNICATIONS 4" 6„ Starflyer 1.66" NOMINAL Six Flags New England O.D. SOCKET FOR LATCH ROD ILOCEMENT CONC. � BASE ( CO PSI) 6" AUTOMATIC GATE BACKSTOP SET IN 1623 Main Street O FOR EACH GATE WHEN OPEN7 6," Agawam, Massachusetts ED F-A ...._ (2) — 4" PVC CONDUITS Issued for Notes: (2) — 4" LV CONDUITS Permitting 1. TUBULAR_GATE_POS STEEL ALUMINUM *SINGLE GATE OPENING 7' — 13', 4"NOM. O.D. 4" NOM. O.D. THE ABOVE LIMITS OF THE OPENINGS ARE INCLUSIVE 2. GATE FRAMES & BRACES— STEEL ALUMINUM CONDUIT CONFIGURA110N AS SHOWN ON PLANS Drawing Title *SINGLE GATE FRAME OVER 6'W, 1.66 N.O.D. 1.90 N.O.D. 1.90 N.O.D. 3, TRUSS RODS— STEEL ALUMINUM COMM DIAMETER 3/8" 3/$" FEED LV Details 4. GATE DESIGN BY SIX FLAGS NEW ENGLAND VENDOR 5. GATE POST BASE—PARTLAND CEMENT CONCRETE (2500 PSI). = BRANCH 6. FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHODS, SEE SPECIFICATIONS. (1) — 4"" COMM * END POSTS TO BE USED ON LATCH SIDE OF SINGLE GATE OPENINGS. (1) — 4" LV = BRANCH Drawing Number Fence Gate High Voltage Conduits Low Voltage 1 Communications Conduit N.T.S. Source: VHB N.T.S. N.T.S. C-9 c ' .boo, �* Sheet of sa N 9 9 06/20/12 Project Number 99901.37 STARFLYER—D T.D WG T: LD CLIENTS SIX FLAGS DIRECTORY 2013\STARFLYER PLAN SET CAD LD PLANSET\STARFLYER—EX Ct....�"".-._.. 4 i o a ` ,l Vanasse Hangen Brustlin, Inc. 0 _- — ' _ � \ Transportation Land Development 3 Environmental Services i I One Federal Street \ � ( Building 103-3N i \ �\ Springfield, Massachusetts 01105 DENSE T R F 413-747-7113 —FAX 413-747-0916 O l i..,.J § I' w %\ z I �¢ i a , 4D ` on f 1-'r.. - <•.�� GALJ 0N BASKET _ a',� __. TOSTABILIZE N ► _____._-___�__a \ — ; ;� --_ ,r r �--- — x� �(�� ��► D A T I O N BASKET WALL SYSTEM w 1 ti - t nJJ � _ f LP " ,.,.-,." � LP f 11 f `-•. ``"`-•,.,.. � \ � f _-_...^, ,` � � ,.«�;q .,-.�� � � o� i-p i ly 20 0 20 40 .ifj 5 SCALE 1N FEET \ ) ! r tl LP r 1) r) )�) �s��} _ C' UPPE r �i) ����) L� ;'�� [! 0 LP 1 ! ALP C i= I; �l �� vC B A S S YS T S f f \ 0 00 o LP LP T J/ if , f p j Mrr OF' No. Revision Date ppvd. Designed by Drawn by Checked by CAD checked by Approved by ' scale 1n=20' Date June 20, 2012 i \ i Project Title Starflyer Six Flags New England 1623 Main Street Agawam, Massachusetts I / \ , II \ �•--�"'"..... _./ � /�t ,r,....M-.. "'.'-'. �-'^"� , t � \ Issued for A Permitting Drawing Title ry 0 k C , `� \ Existing :n Conditions Plan ns 1 n Drawing Number t I i / � FESP Q a N ` . w SV- 1 i DMH 7 ` /� C7� 4`' � !' f � i . Ym way Sheet of >/ 0 9 CB 14 \ / / r� 06/20/12 Protect Number � D!srIHP3 99901.37 i L Y cn Starflyer-EX.dwg A A 020000 166'1 B B r •r 038000 h251 E Operating position D D E 020000 1661 E F F co 1500 (51 1500 (5'1 M O O r 023000 1761 M � � Entry/Exit position G H H 027000 (89-1 all at a :ah Top View K K aerftk. Maastab 1250 p • Hooll Gahm Now Btar6. 31.05.2012 Funtime St"yer Nostalgk L General dravinq L man NOR e1 aI ESt. Dafm Nape Dries a/< Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 February 18, 2011 Six Flags New England 1623 Main Street P.O. Box 307 Agawam, MA 0001-0307 To Whom It May Concern: At its duly called meeting held on February 17, 2011,the Agawam Planning Board approved the Site plan entitled"Finance Building Addition, Six Flags New England, 1623 Main Street, Agawam, Massachusetts", prepared by Vanasse Hangen Brustlin, Inc. and dated February 14, 2011. If you have any questions, please contact this office at 786-0400, extension 245. Sincerely, Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prk cc: VHB, Inc. Building Inspector Eng. Dept. Town Clerk EX15TING CONDITIONS TAKE FROM SITE PLAN r O 1714 MAIN STREET, AGAWAM, MASSAGE iU5) TTS f it DATED SEPTEMBEWR Iq, 2006 PREPARED BY ? r Ir. R.A. FORE51 A550GIATE5 IIIE5T 5PRINCvFIELD, MA I r r ♦ Gj 1 LOCUS 51X FLA65 N.E. 1 ! ARCHITE 1 r I r Lf) WDGD r ETIS.NEER5 • INTERIOR CIESI6NER5 , m r / l • PRC JECEI MANAEiEN4ENT WETLAND ; l GT. -. 1 r r 430 MAW S 1 RE'EI- r r 65.114 61.42 1/ AEAWAM. MA 01001 BF b I �r � �(r � BF 5 r 70.08 LOGUS P N TEL : 413- 786. 96110 F 4 ,, __ '�'� BF 2 U .12.83 - OF I J 1 _ 60O'-��i FAX , 41 3. 786. 8699 STAMP: 6' HIGH CHAIN LINK FENCE x jr 0 �lll 50' BUFFER x 17x\ JODO1 COMPACT GAR 516N (TYP) SCALE. A5 NOTED CONTRASTING Z U. POLE ! COLORED PEA5TONE PAINTED LINES IN P0551BLE RIGHT OF WAY TO lm O� PRO N10: 00 BUFFER J. 06--�945 f --- REPLACE EXIST. FENCE PAVED AREA (TYP) OTHERS OVER DRIVEWAY PER; i I r f� --�� L.GT. GERF. 256gq f 1 THERMOPLASTIC, PAINT DRAWf�k AJD CLP Q NO PARKING BENCHMARK � � SIGNS o GATGH BA51N -� /� p -�/pCHECEKE D: MH x x•.. S 78 �' 2-n Ltj RIM = 8q.55 c 1 ENTRYTRAFFIC ARRO� 1 I I- . EXIST. G NG. PAD / �� xt`�, "_ 16 coo J BOTT �Y SGLE: 1/2 - ! -O TO RE AIN / rf x 1 _ 1 " _ ' " DATES: 09-24-2Q07 EXIST. { p ONE WAY ""DOE 0� E=LE NAME. \CIVIL\DWGS\C.1 _x 'o I}- GOMPAG �' j 11-1 5-6 ` `- -- — 1 .X ��' ry GRAVEL O PE ,r �� ;, 1 _ ,T � � �' � �d <_# x - PAINTED REV: 05-29-08 STONE FAGS , /� ,1 ` n a 3x }� � y��' ARROW 'PAVEN i � _2� �'��. iF .� `i`1 i � (�( '�t y. C III t a = GB x 1 ` � I� � y � A��'I�CL`f`�� ;� �_ �� � r�'� ���` ry �� _ � �€t� i� e,:;� {°��� ���- �•����� a; DMH � �• REV: 09-10-08 rV��h 3 '�y= �x�t�{... rsr�a ..•+. — 9�,�.. _ _ 6 HIGH / IV 1-'ON �E^1AY=51GNi r uJ SfDEWALK � rU _ = :o� Q k 1; _ �t:3yy � �_.. EXI5T.CURB—]1 1 C`7 O CHAIN i.lh:K. FENCE-, r t tr .s w: G x r _ .:t C� I H i DUMPSTInR I L G T OR V. a �t Mk5 PROJECT TITLE. F i'i, - ONE_ - P.T. 4"x4"A Z PARK'6. DELfNIATOR IMBEDDED 1 �-�� s '-: 3 ,�'� `,, _r p, 5 G� ' :y ', M,, :� ENTRY ONL z t PARKING (TYP. IN PEA5TONE AREA) B!_OGK51G1;� �� EXIST. (TYP., _ � 3 �� _ 1 RIVERSIDE �' ,Ay FENCE , � ' ��' �,. O / I PARKING LOT � � F r -6"xb' SI C7 1 nr 6"4) POLE NO PARKING .� Vv t - r r ON I6' POLE r SIGNS „" zN'G al aF r p SEATING AREA NE WAY N O �°` 3-TABLES �r 1'--O"MIN. � 2 (��L2SLOPE �� _ 1� t° `�;.. EXIT ONLY., { r DO NOT ENTER 5TANDARD PARKING SPACES 5HOWN: 14 /,AND PAYE FOR H.G. BOTT. Si O HANDICAP PARKING SPACES SHOWN: 2 �r ZONE I�-A 2011 r PAINTED 16 . SLOPE CONCRETE HANDICAPPED COMPACT PARKIIN& SPACES 5HOWN: 6 INDUSTRIAL 5I TE PLAN MAPLE z ARROW �Z: PARKING TYPE ALUMINUM TOTAL PARKING 5PAGE5: 22 5GA LE. 1" = 2O'-0" Sq.gO 'I � � � �r � _. 17" MN ST SIGN REMO EX15T. PLANTINGS, rr AGAWAK MA ETC. IN TH15 AREA. MAKE READY In COLOR BLUE FOR NEW A PHAULT. O 4 m Sp a&PLATE FEOUFED TRAFFIC SIGN .NOTES: O Q ° '6"� DRAWEN� U�A � LEGEND - o X MAY W EiEA VM AT 4 pWE+Eft'S E7�lSE REFLEGTORIZED I. ALL TRAFFIC 516N5 SHALL BE TO � � �i MITEM.U.T-G. DEVICES STAf 1DARDS. j - —126--- — -- - EXISTING CONTOUR 2. BOTTOM5 OF ALL 516N5 TO BE Q, J C PROPOSED ® - EXISTING GATGff BASIN -'-O" ABOVE FINISHED GRADE. 516N n _ , a SITE D.P.W. BREAKAWAY 3. ALL 516N POSTS SHALL D.P.W. 1 5GA'E: 1/4 - I -0 POST - ■�� � - EXI5TING PROPERTY LINE BREAKAWAY POSTS. PLAN! {- - STORM DRAIN PIPE J } Q ss ss - SAN. 5EhER PIPE uz ---►+ w - UNDERGROUND WATER LINE FlNfSH GRADE= SMH -----e e - UNDERGROUND ELECT. LINE DMH - STORM DRAIN MANHOLE �} I I - UTILITY PO �.. - EX15TINO IRON PIPE J� .°4'. I I - TREE/HEDGE LINE; 51 Q - GU1Y ANCHOR SLOPED 14 c d- � TRANSITION �J y Q - LIGHT POLE - 5HIELDED CURBING i - COMPACT PARKING SPACE NOTE: 8 THE WORDING 'VAN AGCE551BLEn" SHALL BE ADDED TO THE 5fGN FOR - HAWCAP PARKING 5PAGE TH05E HANDICAP STALLS 50 DESIGNATED. GRAPHIC SCALE � - WETLAND 1 HAW)CAP 51GN f, ,o 40 sE-SET: sc�: 1 112' = V-O" 2 HAND I GAP' Y�HEELCHA 1 R fi�AM�' DETAIL � INF � z N.T.S. i Inch = 20 #t col afie,—i 'h—` _ U'