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8275_SITE PLAN- SIX FLAGS NE- MAIN ST. DRIVE ISLE �a � s T)Ian Six �� a S NE min �t � r ��eQiSle 0 0 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 TeI. 413-786-0400 Fax 413-786-9927 December 17, 2003 Ron Sevart, General Manager Six Flags New England 3 1623 Main Street Agawam, MA 01001 - o Cn r= Dear Mr. Sevart: At its duly called meeting held on December 16, 2003, the Agawam Planning Board voted to approve the Site Plan entitled "Six Flags New England - Drive Aisle Area, Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: March 13, 2003, Latest Issue: November 21, 2003. If you have any questions, please contact this office at 786-0400, extension 283. _ Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH:pre cc: VHB Building Department ZBA Engineering Department Town Clerk File .0 TOWN OF AGAWAM MEMORANDUM To: Planning Board CC: File, John P. Stone, DPW Supt. r ' From: Engineering DEC i 2 2003 Date: December 11, 2003 Subject: SP-306 - Six Flags New England Western Drive Aisle Project Area Improvements We have reviewed the revised site plan entitled "Six Flags New England - Drive Aisle Project Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date issued: March 13, 2003; Scale 1"=40'.", Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; and we have the following response to VHB's comments dated December 9, 2003 Ref: 08398.00 on engineering's previous review: Overall Comment: VHB has submitted revised site plans to address engineering's previous comments. Engineering is satisfied with VHB's responses with the following comments/clarifications. Previous Agawam Engineering comment: 2. We recommend adding the location of silt fences on the sedimentation/erosion control barrier details or the layout plan view. VHB_has-clarified the plan legend which refers to silt fence I staked hayb& lQcations on the grading plan. Engineering wanted to ensure that-bpth_measures are place"s_indicated on_lho_plan- 3. A storm drain permit application must be submitted by the applicant and approved by the Engineering Division in order to complete the drainage review. VHB has submitted an Agawam Drainage_P_ennit which has beea approved by the DPW Superintendent. See attached, 8. Dry sewer main noted on C-6 (not C-26) specifies SDR-21 pipe material. The Agawam DPW standard is SDR-35 for piping within the public way and should be used at this location also. Upon further review by Engineering the use-of-SDR 35 piping is not appropriate if the future tended use of the ft-sanitary piM is for a pre5sure 5ystem, e 121an iUdicates SDR 21 pil2e which i rated for pressure applications. We leave-the final material choice to VHB to ensure it.is ipirupriate fol the future app •c lion. If you have any questions, please feel free to contact this division. S' erely, Sincerely, c4b, �'� 141 eo ganne J. ny , P.E. Adam S. Chase, E.I.T. T n Engineer Civil Engineer I Osp1306160 western parking area drive aisle 12-11.03.wo Attachment: Drainage Permit Transportation Land Development Environmental AgawamEngineering Dire Services DEC I 2003 imagination innovation l energy Creating results for our clients and benefits for our communities December 9,2003 Tli;*n,gsse Ha n-&rtL�din,lzzc— Ref: 08398.00 Deborah Dachos,Director _ } Planning and Community Dvelopment �_, }r' .'. Town of Agawam FY' 36 Main Street Agawam,MA 01001 DEC Re: Driveway Improvement Project �� Six Flags New England Dear Ms.Dachos: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc. (VHB) submits for your record two complete sets of revised plans for the above referenced project. The revisions incorporated into the plan sets were recievd from review comment letters from the Agawam Planning and Engineering Departments. The following responses are provided to the comments received.The original comment is provided in italic in advance of the response. Site Plan Review,Office of Planning&Community Development,10-17-03 No comments.All were referenced to other departmental reviews Engineering Department Review,11-03-03 1) It is recommended that the applicant submit plans for the proposed drive aisle project area that are stamped by both structural and foundation engineers for the retaining walls and culvert design elements These components of the project are being bid as a"design/build" through the project contractor.The specifications provided are a performance specification,and require the contractor to submit design plans for the project for review,which will be signed and sealed as appropriate. Copies of these submittals will be provided to the Engineering Department for their records for the retaining wall portion The culverts are existing culverts,which were permitted and installed in 1998/1999.The culvert manufacturer,Chase Precast,had been contacted in advance of the project to determine the maximum fill that could be placed over the culvert,which is I V. As this is an existing feature that will be reused,stamping by the original designer is not possible. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 \\\06398\dues\vARlOUS\PWnniggBoard\DrivewAyRemhvaW Lette 12.-09.03.dx email: info@vhb.com www.vhb.com Project No.: 08398.00 December 9, 2003 Page 2 2) We recommend adding the locations of Offence on the sedimentation/erosion control barrier details or the layout plan view. The silt fence is currently shown on the grading plan,where the installation can be related to the topography.We had attempted to show the silt fence on the layout plan,but its presence hid detail information needed for the proper layout of the roadway.We would suggest showing the silt fence only on the grading plan as is currently shown,but we will darken the graphic so its location is clearer. 3) A storm drain application permit must be submitted by the applicant and approved by the Engineering Division in order to complete the drainage review A completed Storm Drainage Application was previously submitted as part of earlier correspondance. 4) .benchmarks must be shown on the Iayout plan preferably two benchmarks within the proposed area of the drive aisle improvements Benchmarks have not currently been added to the plan set. The project surveyor will be returning to the site to stake out the construction once the project is through permitting,and the benchmarks will be set at that time. The information will be forwarded to the Planning Board once recieved. 5) Any locations on embankments or detention pond slopes which exceed 3:1 slope may require erosion control fabric or other Additional means of stabilization Noted 6) Detail Sheet C-24 Drainage Manhole Detail-it is recommended to add the label "DRAIN" to the manhole casting cover far ease of identification in the future. The technical specifications for the project require the verbiage to be cast into the manhole cover. 7) Pavement marking materials are not specified as pavement markings or thermoplastic. it is recommended to utilize thermoplastic for brightness, reflectivity and longevity, unless pavement markings are repainted every year including glass bead application for increased visibility, particularly within I00-feet of the curbcuts at Main Street. The technical specifications identify traffic bearing paint as the treatment for all access driveway pavement markings.They are repainted as needed. 8) Dry sorer main noted on sheet C-#6 specifies SDR-21 pipe material. The Agawam !such], standard is SDR-35 for piping within the public way and should be used at this loca also. The intent of the dry sewer is for a potential force main from the property.'A the pipe material will be revised to SDR-35 pressure pipe for force main applications. 9) DMH#1 is labeled on Sheet C-6 with 64.3'as the invert elevation;on sheet C-7 this invert is 64.4.Please change one to reflect the final design The invert has been revised to 64.3 10) DMH#1 is Iabeled on Sheet C-6 as having rim elevation of 71.4,on sheet C-7 the rim elevation is 60.45. Please change one to reflect the final design. The run elevation has been revised to reflect 71.4 \OB398\don\VARIOUS\Planning%o dDrive &y Re ubnuttel Leltrr]2-09k_0.i.dor Project No.: 08398.00 December 9, 2003 Page 3 11) Sheet C-8 details the pavement section of 1.5"top and 1.5"binder. The Agawam DPW standard for public ways of 60'width includes an additional 3"of base course. This DPW standard is not required outside of the public way, but should be considered in this application as well. The pavement design specified in the design documents is a standard design utilized on previous parking area and roadway projects within the bounds of Six Flags property. This pavement design has served well on these previous projects and has not shown signs of deterioration. Due to cost implication of increasing the binder thickness and since this project is located outside the public way,our preference is to proceed with the current design. 12) Sheet C-8 details the sideunik construction as 2.5"total bituminous concrete. The Agawam DPW standard for public sidewalks is for 4"concrete depth. This DPW standard is not required outside of the public way, but should be considered in this application as well. The sidewalk design specified in the design documents is a standard design utilized on previous parking area and roadway projects within the bounds of Six Flags property. Due to cost implication of changing material type from bituminous to concrete and since this project is located outside the public way,our preference is to proceed with the current design. 13) Any approval must be subject to the outstanding review items. It is our assumption,based on past approvals from the Planning Board for other Six Flags projects,that approval of the project will be granted conditional on addressing other municipal department comments as provided. Upon approval of the project,updated plans will be provided to the municipality,which address the comments as applicable. 14) The following notes should be added to the plan set: • The contractor/owner shall be responsible for all tests on any existing Town gates or valve where a new connection will be made. The Contractor/Owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing for the new main. The contractor/owner will be responsible for aII disinfection procedures and standard Agawam DPW water quality testing. • Prior to installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division 786-0400 ex.275/8.No piping/appurtenances will be installed or backfilled without the permission of the division. The notes have been added to the General Notes and Legend sheet. \06395\dots\VARIOUS\..Plh ingBoardDrive myResu6mittat Lette 12-09.03.doe Project No.: 08398.00 December 9, 2003 Page 4 We trust this information will be sufficient for your review and use in issuing an approval for this project. Please do not hesitate to call should you have questions or need additional information. Very truly yours, V�AN+ASSE HANGEN BRUSTLIN,INC. J i�3 John J.Furman,P.E. Project Manager Cc: Ron Sevart,SFNE Chuck Davis,SFNE .l: \08398\doc,\VAR10U9\P1anning Dow4L)riveway Re bxnittal Letter 12-(9-03.doc - A, ST091 DRAINAGE PERMIT APPLICATI To the Town of Agawam, Department of Public Works: The undersigned being the Owner of the property located at . 1623 Main Street,A aivam, Massachusetts 01001 does hereby request a permit to alter (eg: Connect to,Alter, Increase Runoff to,or increase Impervious cover of an area draining to) a storm drain, water course,channel or detention facility at 1624 Main Street,constructed as part of a Project Permitted through the Town of Agawam in 1998 "Drive Aisle" 1. A plan of the properly showing accurately all storm drains,watercourses,channels or detention facilities now existing is attached hereunto as Exhibit"A". (Submit in duplicate) 2. Plans and specifications covering any work proposed, including soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit"D".(Submit in Duplicate) 3. Calculations determining existing and proposed storm water runoff,capacity of existing facilities impacted by the planned work and the design of detention facilities are attached hereunto as Exhibit"C".(Submit in Duplicate) 4. The name and address of the engineer or firm who prepared the calculation,design plans and specifications covered by this permit is: Vanasse HanQen Brustfin-Inc. _i 505 East Columbus Avenue,Springfield,MA 01105 5. The name and address of the person or firm who will perform the work covered by this permit is: T11D IN CONSIDERATION OF THE GRANTING OF THIS PERMIT THE UNDERSIGNED AGREES: 1. To furnish any additional information relating to the installation of use of the storm drain for which this permit is sought as may be requested by the Superintendent. 2, To Accept and abide by all the provisions of Section 175-1 through 175-59 inclusive of the Ordinances of the town of Agawam and of all other pertinent ordinance or regulations that may be adopted in the future. 3. To operate and maintain any storm drain and detention facilities,as may be required as a condition of the storm drainage permit in an efficient manner at all titres,and at no expense to the Town. 4. To cooperate at all times with the Superintendent of Public Works and his representatives in their inspection of storm drains, and any maintenance thereof. 5. To notify the Superintendent of Public Works immediately in the event of any accident negligence,or other occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of the Town of Agawam. 6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the installation of the storm drain and related facility or connection APPLICANT: Six Flags New England _ _ �- DATE: 11-06-03 ADDIIZSS: P.O. Box 307 A awain, MA 01001 CONDITIONS OF PERMIT: "Six Flags New England - Drive Aisle Area, Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date 1/08/03; Rev 10/10/03; scale 1:=40` . "CC-259 E .O.I." _ _. APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO, 5D-226 November 18, 3003 DATE: SIGNED: 0 41 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Site Plan - Drive Aisle - Six Flags New England DATE: December 10, 2003 Please review and comment on the attached Rcvised Site Plan for the Drive Aisle at Six Flags New England as soon as possible. Thank you. :pe Transportation Land Development Environmental • Services imagination I innovation energy Creating results for our clients and benefits for our communities December 9,2003 _Vanasse_Hangen-Sr_ustlin,_In.c Ref: 08398.00 Deborah Dachas,Director =' Planning and Community Dvelopment Town of Agawam 36 Main Street Agawam,MA 01001 DEC Q Z�a3 Re: Driveway Improvement Project Six Flags New England Dear Ms. Dachos: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc. (VHB) submits for your record two complete sets of revised plans for the above referenced project. The revisions incorporated into the plan sets were recievd from review comment letters from the Agawam Planning and Engineering Departments. The following responses are provided to the comments received.The original comment is provided in italic in advance of the response. Site Plan Review,Office of Planning&Community Development,10-17-03 No comments. All were referenced to other departmental reviews Engineering Department Review,11-03-03 1) it is recommended that the applicant submit plans for the proposed drive aisle project area that are stamped by both structural and foundation engineers for the retaining walls and culvert design elements These components of the project are being bid as a"design/build" through the project contractor. The specifications provided are a performance specification,and require the contractor to submit design plans for the project for review,which will be signed and sealed as appropriate. Copies of these submittals will be provided to the Engineering Department for their records for the retaining wall portion.The culverts are existing culverts,which were permitted and installed in 1998/1999.The culvert manufacturer,Chase Precast,had been contacted in advance of the project to determine the maximum fill that could be placed over the culvert,which is 11'. As this is an existing feature that will be reused,stamping by the original designer is not possible. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.74Z 7113 . FAX 413.747.0916 \\\46398\docs\VAR[0US\P1anningBoard\Drive ayRoubmiltal Catte 12•09L-Mdoc email: info@vhb.com www.vhb.com Project No.: 08398.00 December 9, 2003 Page 2 2) We recommend adding the locations of silt fence on the sedimentation/erosion control barrier details or the layout plan view. The silt fence is currently shown on the grading plan,where the installation can be related to the topography. We had attempted to show the silt fence on the layout plan,but its presence hid detail information needed for the proper layout of the roadway.We would suggest showing the silt fence only on the grading plan as is currently shown,but we will darken the graphic so its location is clearer. 3) A storm drain application permit must be submitted by the applicant and approved by the Engineering Division in order to complete the drainage review A completed Storm Drainage Application was previously submitted as part of earlier correspondance. 4) Benchmarks must be shown on the Iayout plan preferably two benchmarks within the proposed area of the drive aisle improvements Benchmarks have not currently been added to the plan set. The project surveyor will be returning to the site to stake out the construction once the project is through permitting,and the benchmarks will be set at that time. The information will be forwarded to the Planning Board once recieved. 5) Any locations on embankments or detention pond slopes which exceed 3:1 slope may require erosion control fabric or other additional means of stabilization Noted 6) Detail Sheet C-24 Drainage Manhole Detail-it is recommended to add the label "DRAIN" to the manhole casting cover for ease of identification in the future. The technical specifications for the project require the verbiage to be cast into the manhole cover. 7) Pavement marking materials are not specified as pavement markings or thermoplastic. It is recommended to utilize thermoplastic for brightness, reflectivity and longevity, unless pavement markings are repainted every year including glass bead application for increased visibility,particularly within 100 feet of the curbcuts at Main Street. The technical specifications identify traffic bearing paint as the treatment for all access driveway pavement markings. They are repainted as needed. 8) Dry sewer main noted on sheet C-26 specifies SDR-21 pipe material. The Agawam DPW standard is SDR-35 for piping within the public way and should be used at this location also. The intent of the dry sewer is for a potential force main from the property.`As such, the pipe material will be revised to SDR-35 pressure pipe for force main applications. 9) DMH#1 is labeled on Sheet C-6 with 64.3'as the invert elevation;on sheet C-7 this invert is 64.4. Please change one to reflect the final design The invert has been revised to 64.3 70) DMH#1 is labeled on Sheet C-6 as having a rim elevation of 71.4',on sheet C-7 the rim elevation is 60.45. Please change one to reflect the final design, The rim elevation has been revised to reflect 71.4 R R \69398\dace\VARIOUS\Planning Bo dDrvve ay Resubmittal Letter 12-09L03.dm Project No.: 08398.00 December 9, 2003 Page 3 11) Sheet C-8 details the pavement section of 1.5"top and 1.5"binder. The Agawam DPW standard for public ways of 60'width includes an additional 3"of base course. This DPW standard is not required outside of the public way, but should be considered in this application as well. The pavement design specified in the design documents is a standard design utilized on previous parking area and roadway projects within the bounds of Six Flags property.This pavement design has served well on these previous projects and has not shown signs of deterioration. Due to cost implication of increasing the binder thickness and since this project is located outside the public way,our preference is to proceed with the current design. 12) Sheet C-8 details the sidewalk construction as 2.5"total bituminous concrete. The Agawam DPW standard for public sidewalks is for 4"concrete depth. This DPW standard is not required outside of the public way, but should be considered in this application as well. The sidewalk design specified in the design documents is a standard design utilized on previous parking area and roadway projects within the bounds of Six Flags property. Due to cost implication of changing material type from bituminous to concrete and since this project is located outside the public way,our preference is to proceed with the current design. 13) Any approval must be subject to the outstanding review items. It is our assumption,based on past approvals from the Planning Board for other Six Flags projects,that approval of the project will be granted conditional on addressing other municipal department comments as provided. Upon approval of the project,updated plans will be provided to the municipality,which address the comments as applicable. 14) The following notes should be added to the plan set. • The contractor/owner shall be responsible for all tests an any existing Town gates or valve where a new connection will be made. The Contractor/Owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing for the new main. The contractor/owner will be responsible for all disinfection procedures and standard Agawam DPW water quality testing. • Prior to installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division 786-0400 ex.275/8. No piping/appurtenances will be installed or backfilled without the permission of the division. The notes have been added to the General Notes and Legend sheet. \08398\does\VARIOUS\planning Boardt7rive ay Resmbmittal Letter 12-09-03.doc Project No.: 08398.00 December 9, 2003 Page 4 We trust this information will be sufficient for your review and use in issuing an approval for this project. Please do not hesitate to call should you have questions or need additional information Very truly yours, VANASSE HANCEN BRUSTLIN,INC. J� John J. Furman,P.E. Project Manager Cc: Ron Sevart,SFNE Chuck Davis,SFNE i \0839$\docs\VARIOUS\P1anning BoardDriveway Rmubmittal Letter 12-OM3.do Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 pip�p Tel. 413-786-0400 Fax 413-786-9927 November 12, 2003 Ron Sevart, General Manager Six Flags New England 1623 Main Street Agawam, MA 01001 Dear Mr. Sevart: At its duly called meeting held on November 6,.2003, the Agawam Planning Board voted to approve the site plan entitled "Six Flags New England - Drive Aisle Area, Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 01-08-03; with the following. condition: 1. Comments contained in the Engineering Department memo dated November 3, 2003 (attached) are.to be addressed. 2. The Board shall be notified of the final retaining wall design. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, - Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD cc: VHB Building Inspector Board of Appeals Engineering Dept. Town Clerk File TOWN OF AGAWAM MEMORANDUM V. 41 To: Planning Board CC: File, John P. Stone, DPW Supt. 23 From: Engineering Date: November 3, 2003 �SNN�N. Subject: SP-306 - Six Flags New England Western Drive Aisle Project Area Improvements We have reviewed the site plan entitled "Six Flags New England - Drive Aisle Project Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 0 1-08-03; Scale I"=40'. and the site plan entitled "Six Flags New England - Drive Aisle Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 01-08-03, Rev. 10/07/03; Scale 1"=40'. and we have the following comments: 1 It is recommended that the applicant submit plans for the proposed Drive Aisle Project Area that are stamped by both structural and foundation engineers for the retaining walls and culvert design elements. 2. We recommend adding the location of silt fences on the sedimentation/erosion control barrier details or the layout plan view. 3. A storm drain permit application must be submitted by the applicant and approved by the Engineering Division in order to complete the drainage review. 4. Benchmarks must be shown on the layout plan preferably two benchmarks within the proposed area of drive aisle improvements. 5. Any locations on embankments or detention pond slopes which exceed 3:1 slope may require erosion control fabric or other additional means of stabilization. 6. Detail sheet C-24 Drainage Manhole Detail - it is recommended to add the label 'drain' to the manhole casting cover for ease of identification in the future. 7. Pavement markings materials are not specified as pavement marking paint or thermo plastic. It is recommended to utilize thermoplastic for brightness, reflectivity and longevity, unless pavement markings are repainted each year including glass bead application for 'increased visibility, particularly within 100 feet of the curb cuts at Main St. 8. Dry sewer main noted-on sheet C-6 specifies SDR-21 pipe material. The Agawam DPW standard is SDR-35 for piping within the public way and should be used at this location also. 9. DMH #1 is labeled on sheet C-6 with 64.3' as the invert elevation, on sheet C-7 this invert is labled as 64.4'. Please change one to reflect the final design. 10. DMH #1 is labeled on sheet C-6 as having a rim elevation of 71.4' on sheet C-7 the rim elevation is 60.45'. Please change one to reflect the final design. 11. Sheet C-8 details the pavement section of 1.5" top and 1.5" binder. The Agawam DPW standard for public-ways of 60' width includes an additional 3" of base course. This DPW standard is not required outside of the public way, but should be considered in this application as well. 12. Sheet C-8 details thef walk construction as 2.5" total of bi�inous concrete. The Agawam DPW standard for public sidewalks is for 4"concrete depth. This DPW standard is not required outside of the public way, but should be considered in this application as well. 13. Any approval must be subject to the outstanding review items. The following notes should be added the plan set: 14. "The Contrator/Owner shall be responsible for all tests on any existing Town gate or valve where a new connection will be made. The Contractor/Owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing for the new water main. The Contractor/Owner will be responsible for all disinfection procedures and standard Agawam DPW water quality testing." "Prior to the installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." If you have any questions, please feel free to contact this division. Sincerely, Sin rely, eorgann J. Hoy", P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I Osp1306160 western parking area drive aisle 10-03.wpd M•� AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 28, 2003 DATE RECEIVED: October 14, 2003 DISTRIBUTION DATE: October 17, 2003 PLANNING BOARD MEETING DATE: November 6, 2003 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Same Address: Telephone: 786-9300 ext. 3202 Fax: 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue Telephone: 747-7113 Fax: PLAN REVIEW Scale: 1"=40' Date: May 12, 2003. revised 10/07/03 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Modification of the existing access roadway to the west side parking lot. Improved width will be 60' including (3) 12' wide travel lanes, (1) 26' wide tram lane and (1) 8' wide pedestrian sidewalk. Site Plan Review Page 2 Description of Site: Modification to existing access roadway. Order of Conditions was issued by the Agawam Conservation Commission. Provision for Traffic Flow: Proposed changes allow for an additional entrance lane thereby improving access to the parking lot and lessening the possibility of back ups on to Main Street. Parking: No change. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Not provided. Sign Location: Not provided. Exterior Lighting: Not provided. Rendering or Elevations: N.A. Dumpster Location: N.A. Other Comments or Concerns: TOWN OF AGAWAM yr MEMORANDUM °�� I To: Planning Board CC: File, John P. Stone, DPW Supt. From: Engineering Date: November 3, 2003 ��i�� tV Subject: SP-306 - Six Flags New England Western Drive Aisle Project Area Improvements We have reviewed the site plan entitled "Six Flags New England - Drive Aisle Project Area; Prepared for, Six Flags New England 1623 Main Street, Agawam, MA; Date: 01-08-03; Scale 1"=40'. and the site plan entitled "Six Flags New England - Drive Aisle Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 0 1-08-03, Rev. 10/07/03; Scale 1 40'.", and we have the following comments: 1. It is recommended that the applicant submit plans for the proposed Drive Aisle Project Area that are stamped by both structural and foundation engineers for the retaining walls and culvert design elements. 2. We recommend adding the location of silt fences on the sedimentation/erosion control barrier details or the layout plan view. 3. A storm drain permit application must be submitted by the applicant and approved by the Engineering Division in order to complete the drainage review. 4. Benchmarks must be shown on the layout plan preferably two benchmarks within the proposed area of drive aisle improvements. 5. Any locations on embankments or detention pond slopes which exceed 3:1 slope may require erosion control fabric or other additional means of stabilization. 6. Detail sheet C-24 Drainage Manhole Detail - it is recommended to add the label 'drain' to the manhole casting cover for ease of identification in the future. 7. Pavement markings materials are not specified as pavement marking paint or thermo plastic. It is recommended to utilize thermoplastic for brightness, reflectivity and longevity, unless pavement markings are repainted each year including glass bead application for increased visibility, particularly within 100 feet of the curb cuts at Main St. 8. Dry sewer main noted on sheet C-6 specifies SDR-21 pipe material. The Agawam DPW standard is SDR-35 for piping within the public way and should be used at this location also. 9. DMH #1 is labeled on sheet C-6 with 64.3' as the invert elevation, on sheet C-7 this invert is labled as 64.4'. Please change one to reflect the final design. 10. DMH #1 is labeled on sheet C-6 as having a rim elevation of 71.4' on sheet C-7 the rim elevation is 60.45'. Please change one to reflect the final design. 11. Sheet C-8 details the pavement section of 1.5" top and 1.5" binder. The Agawam DPW standard for public ways of 60' width includes an additional 3" of base course. This DPW standard is not required outside of the public way, but should be considered in this application as well. 12. Sheet C-8 details the sitalk construction as 2.5' total of bituminous concrete. The Agawam DPW standard for public sidewalks is for 4"concrete depth. This DPW standard is not required outside of the public way, but should be considered in this application as well. 13. Any approval must be subject to the outstanding review items. The following notes should be added the plan set. 14. "The Contrator/Owner shall be responsible for all tests on any existing Town gate or valve where a new connection will be made. The Contractor/Owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing for the new water main. The Contractor/Owner will be responsible for all disinfection procedures and standard Agawam DPW water quality testing." "Prior to the installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." If you have any questions, please feel free to contact this division. Sincerely, 1,crely,, eorgann J. Hoy an, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I s:lspU06l60 western parking area drive aisle 1"3.wpd 0 Town of Agawam' 36 Main Street Agawam, Massachusetts 01001-1837 prp py�1 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: October 17, 2003 SUBJECT: Site Plan - Six Flags New.England - Main Street- drive aisle Please review and comment on the attached Site Plan for Six Flags New England prior to the Board's November 6, 2003 meeting. Thank you. DSD:pre i AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Six Flags New England 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 505 East Columbus Avenue, Springfield, MA 01105 Telephone (413)747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative , "•' t OCT 1 7 2003 PL Revised 11/06/98 J s � Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval-Roadway Project Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Planning board.The Applicant is requesting permission to modify an existing access roadway providing access to west side parking areas to provide better traffic circulation,guest safety and improved guest tram operations.This roadway was previously approved in conjunction with the original parking facility.The improvements include widening the roadway cross-section to provide(3) 12-foot wide guest travel lanes,(1)26-foot wide tram lane and (1)8-foot wide pedestrian sidewalk.The total width of improvements will be 60-feet,with the difference being occupied by guardrail and traffic safety barriers.The attached set of plans provides full details of the proposed improvements, which are generally described as follows: I) Earthworks operations to raise the roadway profile by 11-feet vertically 2) Earthworks operations to widen the roadway cross-section to a width of 60-feet,the width of the current concrete culvert length 3) installation of Mechanically Stabilized Earth walls to limit impact to resourced areas by roadway fill 4) Installation of water main to connect dry water main in parking area to municipal water main in Route 159 for fire protection purposes The work specified within resource areas have been permitted through the Agawam Conservation Commission, with the public meeting being closed on October 9,2003. Order of Conditions for this work are expected in the immediate future. Stormwater Calculations for this project were previously submitted to the Agawam Engineering Department for review as part of the Notice of Intent Filing with the Agawam Conservation Commission. Since approval was provided for those calculations as pare of that filing and no changes have been made to the design,additional copies of the Stormwater Management Report have not been included as part of this application.Copies can be provided if requested. i tm too Bled retaining wall systems I ' 7. 1 i r I E I I � Fastle Precast I A \11 I \11 , r k i { .;. .. f ; The CastleBlock retaining wall 11' 1 simple, i systemp Is le, stable and ' �� 1 . aesthetically pleasing. Its design 0306 is based on a rigid structure made ' with modular precast cubes ..,Y_ providing both vertical and frictional resistance to horizontal movement. ." CastleBlocks are designed to meet or exceed specified factors of safety CastleBlock combines the installation in sliding and overturning and are ease of , gravity often used in combination with long-term of an mechanically stabilizing earth fabric. The system benefits from the weight, strength and non-corroding features , of its concrete elements and non- metallic soil reinforcing grid. CastleBlocks can be designed to eliminate all soil chemistry concerns and allow for the use of nonstandard economical backfill materials. BASIC COMPONENTS CastleBlocks... engineered, block manufactured and delivered by the industry leader, Oldcastle Precast, half blocks from over sixty convenient locations fiat end half blocks coast to coast. split : . blocks fabric highways and parking lots site improvements bank stabilization truck dumps/trash transfer facilities wing walls and end treatments railroads sea and floodwails ...AND MORE proven long-term durability simplified angles and turns corrosion-free construction I optional surface treatments meets seismic criteria engineered to 55' high plant controlled quality reusable � kk quick site preparation L i small crew requirements • i-Y light equipment all-weather installation easy to backfill forgiving segment jointing ...FAST 4WILY OF PRECASTENS - 1 AFCO Precast ' w ' Amcor Precast 04 Amcor-White AVON Manufacturing Co ; Cal Pipe _x - Cayuga Concrete Pipe " - i abo Central Pre-Mix Prestress ' ' CHASE PRECAST 508-867-8312 ekW t ConVault Florida Kerr Concrete Pipe - w NCP Oldcastle/Brooks Now". n Oldcastle Precast Modular Group ** * Oldcastle Precast Rotondo Precast Strnscon SUPERIOR CONCRETE 800-482-7417 Synertech Thorn-Orwick Utility Vault Chase Pt"MA CasdefflockTm ReWning Wall Ashlar Finish ld V 1*4 44 �. 4 For retaining walls from 2' to 42' high, +CastleBlock fits the bill. Available in Smooth or Ashlar Finish Quick and easy, the large 15 square foot size of each block greatly saves on labor while speeding up the job. Long term durability is assured. Each block is manufactured from high strength concrete produced in our state of the are precast plant, ensuring you of a quality and consistent product. A proven value, our system has been used successfully on highway, Central Artery and private projects. Discover what many specifies and contractors already know, for speed and economy CastleBlock is the answer. 70 East Brookfield Road Tel: 800 242 7314 P4 Box 187 Tel: 508 867 8312 North Brookfield, MA 01535 Fax: 508 867 3721 a division of 10 Okicastie PreGaW Irw. www.chaseprecast.com 6' x 2'6" CastleBlock Retaining Wall Design Data & General Notes: 1) Concrete strength fc 4,000 PSI @ 28 days. Density 150 PCF. 2) Cement, Portland Type I or III per ASTM C 150-81. 3) Admixtures & Plasticizers per ASTM C233-82. 4) Geotextile as required by wall design. 5) Approximate weight: 2,680 lbs. s'-0• s• 1 vz• V-4• i � IYP. CAST 4N 2 TON BURKE SPRSAD ANCHOR n o LOCAnoMIS AS SHOWN PLAN VIEW, 2• r4 1 1!2"2" -T t 3' END VIEW ELEVATION VIEW s AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Six Flags New England 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 505 East Columbus Avenue,Springfield, MA 01105 Telephone (413)747-7113 4. Please give a brief description of the proposed project: ro See attached Project Narrative i Revised 11/06/98 Q� , t Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval-Roadway Project Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Planning Board.The Applicant is requesting permission to modify an existing access roadway providing access to west side parking areas to provide better traffic circulation,guest safety and improved guest tram operations.This roadway was previously approved in conjunction with the original parking facility.The improvements include widening the roadway cross-section to provide(3) 12-foot wide guest travel lanes, (1)26-foot wide tram lane and (1) 8-foot wide pedestrian sidewalk.The total width of improvements will be 60-feet, with the difference being occupied by guardrail and traffic safety barriers. The attached set of plans provides full details of the proposed improvements, which are generally described as follows: 1) Earthworks operations to raise the roadway profile by l I-feet vertically 2) Earthworks operations to widen the roadway cross-section to a width of 60-feet,the width of the current concrete culvert length 3) Installation of Mechanically Stabilized Earth walls to limit impact to resourced areas by roadway fill 4) Installation of water main to connect dry water main in parking area to municipal water main in Route 159 for fire protection purposes The work specified within resource areas have been permitted through the Agawam Conservation Commission, with the public meeting being closed on October 9,2003.Order of Conditions for this work are expected in the immediate future. Stormwater Calculations for this project were previously submitted to the Agawam Engineering Department for review as part of the Notice of Intent Filing with the Agawam Conservation Commission. Since approval was provided for those calculations as pare of that filing and no changes have been made to the design,additional copies of the Stormwater Management Report have not been included as part of this application.Copies can be provided if requested. Transportation Land Development Environmental • S e r v i c e s R imagination mnovat on energy creating results for our clients and benefits for our cominunities November 6,2003 Vann se—Ha_gev..-Brusdinjnc Ref: 08398.00 Dennis Hopkins Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 Re: Driveway Improvement Project Six Flags New England Dear Mr.Hopkins: Vanasse Hangen Brustlin, Inc. (VI-IB)is in receipt of two review comment letters received from the Agawam Planning and Engineering Department,attached for reference.The following responses are provided to the comments received.The original comment is provided in italic in advance of the response. Site Plan Review,Office of Planning&Community Development,10-17-03 No comments.All were referenced to other departmental reviews Engineering Department Review,11-03-03 1) It is recommended that the applicant submit plans for the proposed drive aisle project area that are stamped by both structural and foundation engineers for the retaining walls and culvert design elements These components of the project are being bid as a"design/build" through the project contractor.The specifications provided are a performance specification,and require the contractor to submit design plans for the project for review,which will be signed and sealed as appropriate. Copies of these submittals will be provided to the Engineering Department for their records for the retaining wall portion. The culverts are existing culverts,which were permitted and installed in 1998/1999.The culvert manufacturer,Chase Precast,had been contacted in advance of the project to determine the maximum fill that could be placed over the culvert,which is 11'. As this is an existing feature that will be reused,stamping by the original designer is not possible. 505 Fast Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 \\\06396\do,%\vARl0us\P1�inBoa,d\DrivrwayRegxm"Lkta13-0603.da email: info@vhb.com www.vhb.com Dennis Hopkins Project No.: 08398.00 November 6, 2003 Page 2 2) We recommend adding the locations of silt fence on the sedimentation/erosion control barrier details or the layout plan view. The silt fence is currently shown on the grading plan,where the instaiiation can be related to the topography. We had attempted to show the silt fence on the layout plan,but its presence hid detail information needed for the proper layout of the roadway.We would suggest showing the silt fence only on the grading plan as is currently shown,but we will darken the graphic so its location is clearer. 3) A storm drain application permit must be submitted by the applicant and approved b y the Engineering Division in order to complete the drainage review A completed Storm Drainage Application is attached. Please note that the drainage system has not changed during the Notice of Intent process,and the Engineering Department had fully reviewed,commented and approved this same system as part of that previous process. 4) Benchmarks must be shoum on the layout plan preferably two benchmarks within the proposed area of the drive aisle improvements Benchmarks will be added to the grading plan for reference to the topography of the project area. 5) Any locations on embankments or detention pond slopes which exceed 3:1 slope may require erosion control fabric or other additional means of stabilization. ]toted 6) Detail Sheet C-24 Drainage Manhole Detail-it is recommended to add the label "DRAIN" to the manhole casting cover for ease of identification in the future. The technical specifications for the project require the verbiage to be cast into the manhole cover. 7) Pavement marking materials are not specified as pavement markings or thermoplastic. It is recommended to utilize thermoplastic for brightness, reflectivity and longevity, unless pavement markings are repainted every year including glass bead application for increased visibility,particularly within 100 feet of the curbcuts at Main Street. The technical specifications identify traffic bearing paint as the treatment for all access driveway pavement markings. They are repainted as needed. 8) Dry sewer main noted on sheet C-26 specifies SDR-21 pipe material. The Agawam DPW standard is SDR-35 for piping within the public way and should be used at this location also. The intent of the dry sewer is for a potential force main from the property. As such, the pipe material should be revised to PVC C-900 pressure pipe for force main applications. 9) DMH#I is labeled on Sheet C-6 with 64.3'as the invert elevation;on sheet C-7 this invert is 64.4. Please change one to reflect the f nal design The invert will be revised to 64.3 10) DMH#1 is labeled on Sheet C-6 as having a rim elevation of 71.4,on sheet C-7 the rim elevation is 60.45. Please change one to reflect the final design. The rim elevation will be revised to reflect 71.4 a r r \08398\don\VARIOU9\Pia inSBnardOrlve ayReepQ eLever1]-0b03dw Dennis Hopkins Project No.: 08398.00 November 6, 2003 Page 3 11) Sheet C-8 details the pavement section of 1.5"top and 1.5"binder. The Agawam DPW standard for public ways of 60'width includes an additional 3"of base course. This DPW standard is not required outside of the public way, but should be considered in this application as well. The pavement design specified in the design documents is a standard design utilized on previous parking area and roadway projects within the bounds of Six Flags property,This pavement design has served well on these previous projects and has not shown signs of deterioration. Due to cost implication of increasing the binder thickness and since this project is located outside the public way,our preference is to proceed with the current design. 12) Sheet C-8 details the sidewalk construction as 2.5"total bituminous concrete. The Agawam DPW standard for public sidewalks is for 4"concrete depth. This DPW standard is not required outside of the public way,but should be considered in this application as well. The sidewalk design specified in the design documents is a standard design utilized on previous parking area and roadway projects within the bounds of Six Flags property. Due to cost implication of changing material type from bituminous to concrete and since this project is located outside the public way,our preference is to proceed with the current design 13) Any approval must be subject to the outstanding review items. It is our assumption,based on past approvals from the Planning Board for other Six Flags projects,that approval of the project will be granted conditional on addressing other municipal department comments as provided. Upon approval of the project,updated plans will be provided to the municipality,which address the comments as applicable. 14) The following notes should be added to the plan set: • The contractor/owner shall be responsible for all tests on any existing Town gates or valve where a new connection will be made. The Contractor/Owner will also be responsible for repairing or replacing such valve or installing a new valve at the property Iine in order to allow,pressure testing for the new main. The contractor/owner will be responsible for all disinfection procedures and standard Agawam DPW water quality testing. • Prior to installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division 786-0400 ex.275/8.No piping/appurtenances will be installed or backfilled without the permission of the division. The notes will be added to the General Motes and Legend sheet. \06398\dmWARIOUSI\P1aov,6ng go4rd0riveway Response LNier 11-05-M3 doc Dennis Hopkins Project No.: 08398.00 November 6, 2003 Page 4 We trust this information will be sufficient for your review and use in issuing an approval for this project. Please do not hesitate to call should you have questions or need additional information Very truly yours, 1ASS£IJANGEN BRUSTLIN,INC. John J. Furlman,P.E. �,Project Manager Cc: Ron Sevart,SFNE Chuck Davis,SFNE Georganne Hoyman,DPW Deborah Dachos,Planning \08398\dace\VARIOUS\P1anningBoardDrive ay Response Letter11-06-03.doc AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 28, 2003 DATE RECEIVED: October 14, 2003 DISTRIBUTION DATE: October 17, 2003 PLANNING BOARD MEETING DATE: November 6, 2003 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam; MA 2. Owner: Same Address: Telephone: 786-9300, ext. 3202 Fax: 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield, MA 01105 Telephone: 747-7113 Fax: PLAN REVIEW Scale: V=40' Date: May 12, 2003, revised 10/07/03 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Areparer of Plan): O.K. Description of Project: Proposed modification to an existing gravel parking lot of 900 spaces to a permanent parking facility consisting of 3,563 parking spaces. Site Plan Review Page 2 Description of Site: Proposed parking area is presently used for overflow parking and is gravel. The Conservation Commission has issued an Order of Conditions for this work. Provision for Traffic Flow: Proposed improvements to existing farm road at the southern end of the site resulting in a 30' (two 15' lanes) exit drive on to Main Street. Parking: Provision of 3,563 parking spaces 900 of which were provided in the gravel lot. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." The plant list on the landscaping plan appears to have some information missing (i.e., what is GB). Sign Location: Not provided. Exterior lighting: Cut sheets and specifications for the proposed lighting must be provided. Is there lighting proposed in the vicinity of Main Street? Rendering or Elevations: Are there shelters proposed at the tram station? If so, elevations must be provided. Dumpster Location: Is there a provision for trash collection in the parking lot? Other Comments or Concerns: NOU-06-2003 05:17 TOWN OF AGA" 786 9927 P.04 TOWN OF AGAWAM .� 3. MEMORANDUM S- To: Planning Board ; 1 CC: File, John P. Stone, DPW Supt. 703 From: Engineering °. Date: November 3, 2003 4� Subject: SP-306 - Six Flags New England Western Parking Area Expansion We have reviewed the site plan entitled "Six Flags New England - Parking Area Project Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 01-08-03; Scale 1"-40'. and the site plan entitled "Six Flags New England - Drive Aisle Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 01-08-03, Rev, 10/07/03; Scale 1"=40'.", and we have the following comments: 1. It is recommended that the applicant submit plans for the proposed Parking Area Project Area that are stamped by both structural and foundation engineers for the retaining walls and culvert design elements. 2. We recommend adding the location of silt fences on the sedimentation/erosion control barrier detail or layout plan view. 3. A storm drain permit application must be submitted by the applicant and approved by the Engineering Division in order to complete the drainage review. 4. Benchmarks must be shown on the layout plan preferably two benchmarks within the proposed area of parking lot improvements. 5. Any locations on embankments or detention pond slopes which exceed 3:1 slope may requite erosion control fabric or other additional means of stabilization. 6- Detail sheet C-24 Drainage Manhole Detail - it is recommended to add the label `drain' to the manhole casting cover for ease of identification in the future. 7. Pavement markings materials are not specified as pavement marking paint or thereto plastic. It is recommended to utilize thermoplastic for brightness, reflectivity and longevity, unless pavement markings are repainted each year including glass bead application for increased visibility, particularly within 100 feet of the curb cuts at Main St. 8. Dry sewer main noted on sheet C-6 specifies SDR-21 pipe material. The Agawam DPW standard is SDR-35 for piping within the public way and should be used at this location also. 9- Sheet C-8 details the sidewalk construction as 2.5' total of bituminous concrete. The Agawam DPW standard for public sidewalks is for 4"concrete depth. This DPW standard is not required outside of the public way, but should be considered in this application as well. 10. The existing dirt drive curb cut at the southern end of the parcel frontage on Main St. will become an improved exit to serve two lanes of traffic. As this existing curb cut is currently used minimally by Six Flags service vehicles, it is recommended that adequate site distance be cleared on either side of this exit point, so that vehicles will have sufficient sight distance to respond to '°C'_J-05-2003 05' 1B TCI1N DP AGA0;M 7BG 9927 P.05 approaching vehicles traveling the 85'h percentile speed in either direction. 11. Any approval must be subject to the outstanding review items. The following notes should be added the plan set: 12. "The Contrator/Owner shall be responsible for all tests on any existing Town gate or valve where a new connection will be made. The Contractor/Owner will also be responsible for repairing or replacing such valve or installing a new valve at the property line in order to allow pressure testing for the new water main. The Contractor/Owner will be responsible for all disinfection procedures and standard Agawam DPW water quality testing." "Prior to the installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." If you have any questions, please feel free to contact this division. Sincerely, Sincerely, 1 4, _) C organn J. Ho an, P.E. Adam S. Chase, E.I.T_ Town Engineer Civil Engineer I %Al p,31161S9-wcscrn parldng area imp 10-03.wpd TOTRL P.a5 + STORM DRAINAGE PERMIT APPLICATIONS 'ro the Town of Agawam, Department of Public Works: The undersigned being the_ Owner of the property located at 1623 Main Street,Agawam, Massachusetts 01001 does hereby request a permit to alter (eg: Connect to,Alter, Increase Runoff to,or increase Impervious cover of an area draining to) a storm drain,water course,channel or detention facility at 1822 Main Street constructed as part of a new parking lot ro'ect permitted through the Town of Agawam I. A plan of the property showing accurately all storm drains,water courses,channels or detention facilities now existing is attached hereunto as Exhibit"A". (Submit in duplicate) 2. Plans and specifications covering any work proposed, including soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit"B". (Submit in Duplicate) 3. Calculations determining existing and proposed storm water runoff,capacity of existing facilities impacted by the planned work and the design of detention facilities are attached hereunto as Exhibit"C". (Submit in Duplicate) 4. The name and address of the engineer or firm who prepared the calculation,design plans and specifications covered by this permit is: Vanasse Hansen Brustiin, Inc. 505 East Columbus Avenue Springfield,MA 01105 5. The name and address of the person or firm who will perform the work covered by this permit is: TBD IN CONSIDERATION OF THE GRANTING OF THIS PERMIT T14E UNDERSIGNED AGREES: I. To furnish any additional information relating to the installation of use of the storm drain for which this permit is sought as may be requested by the Superintendent. 2. To Accept and abide by all the provisions of Section 175-1 through 175-59 inclusive of the Ordinances of the town of Agawam and of all other pertinent ordinance or regulations that may be adopted in the future. 3. . To operate and maintain any storm drain and detention facilities,as may be required as a condition of the storm drainage permit in an efficient manner at all times,and at no expense to the Town. 4. To cooperate at al[times with the Superintendent of Public Works and his representatives in their inspection of storm drains, and any maintenance thereof. 5. To notify the Superintendent of Public Works immediately in the event of any accident negligence,or other occurrence that occasions discharge to the storm drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of the Town of Agawam. 6. To indemnify the Town from loss or damage that may directly or indirectly be occasioned by the installation of the storm drain and related facility or connection APPLICANT; Six Flags New England _ DATE: 11-06-03 ADDRESS: P.Q. Box 307 Agawam, MA 01001 T CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: Sl* te Plans • .. - SixFlagsNew ngland Issued for: Site Plan Approval • •Date Issued: March 13, 2003 Dri'vA1s1e Project Area Latest Issue: October 7, 2003 162-3 Main Street Agawam, Massachusetts Pt 1 r No. Drawing Tlitle No. Drawing Title Owner: AGAW premier Parks & Stuart Amusement Company C-1 Legend and General Notes :.-"r 6 Grauult. 'JY&ir�li;C i:,zcl ;`:.°c>si .n ",-'antral - P Y C-2 Key Map l'w'kiarg ?lrca 1623 Main Street P.O. Box 307 C-3 Alignment Plan-Drive Aisle C-l", i.Ailities Plan. -Parki,. Are: :.. Agawam, Massachusetts C4 Layout and Materials-Drive Aisle C-18 Utilities Plan-Parking A 1-;,a Applicant: C-5 Grading,Drainage and Erosion Control- C-19 utilities Plar; -flark.ng Area rno r l NG DOW Premier Parks & Stuart Amusement Company Drive Aisle C-24 Utilities Plat=-Pa 3.-ina roc;: N 1623 Main Street C-6 Utilities Plan -Drive Aisle Cs-21 LandscapinZ Plan r\ P.O. Box 307 Agawam, Massachusetts C-7 Profile Plan-Drive Aisle C-22 1'ar€d''capjjtg C-8 Typical Sections C-23 Landscaping Planaanaee eu Assessor's Plat: Ii3 3 Lot: 1 C-3 1, ayottt a:,d M atenals -.Parki zrg Area C-24 Site Details Site Location Map 0�1* low MW F.. and - i'ati-ing Amo C-25 Site Details C-11 !_.a}gout and %laterials-Parking Area C-26 Site Details CA 2 Layout aria VMa.teriais-Parking:area C-27 Site Details w C;-13 Craning; Praina ig�:and Erosion Control - C-28 Site Details v, rr.. r*, C44 Grading, Un,inagc and Erosion Convo; - ['a.:-king Arca eI R. tiercadante =� A C-15 Grzid-I gig, Drainage and Erasion Control . ��alnsp ect*epartmQnt � � n Parking area p,gaaam N Reference Drawings a s i ,�, •v i Sv-1 Existing Conditions Plan-Drive Aisle WR-1 Wetland Area Restoration Plan Sv-2 Lxisting Condiiic,..s flan-Parking Area WR-2 Wetland Area Restoration Plan VamuseEangenBru t&6Ine. on Sv-3 ;x r ::ir.4 uovaii:ion fl!vn-Parkin Area RM-1 Riverfront Area Mitigation Plan Land Development Svc Existing C'ouciitions i'lrrn-!'arl: tt Area RM-2 Riverfront Area Mitigation Plan Environmenal Services r Sv-5 Existing;C oriaitiocrs flan-Parki tg!area RM-3 Riverfmnt Area Mitigation Plan l di I [ RM4 Riverfront Area Mitigation Plan �o do a3 Denotes information to be submitted as part of this submission to the Town of Agawam Zoning Board Denows infoi-mati"nn to be submitted as par,of a sepatyte submission to tJre`o-"N : ; ` ,'aawa;rr,Zc nirtg Board INSP.SERV./80. OF APPEALS �•Y iz 14 m He age N ri ^ N wl f d N M i +f P r i.!s 9 R A I R wl1A yAs a rp �� zs Gy � � g t� 5 �� 10 Qr , a a; Y � g m j � � ffi I Sig Ip Rw $g Nei Y Cs Q� f ¢ 6e 4� 9 slim Upji ggp g 534 12 Mil 'ji� pig 12 ^ N r� � rl o n .6 o d � N •i .. N M � r� ^ N M f 4f m ti � I S q� rr gg gg EE � g3 yy Q r i i a � � r I r a M O � JJ F II I a n ^t =eo s- 0 eo 80 •'!a a • El 4 �a ao 8 9 t9 cp c�f I � F O � I �� ■ ® e � ♦ 0 � �o a �; t %3q fl So^'�� a an a 05 it r o _ � I - a I'iSR SERV./RQ. OF APPEALS ' a I0�3 GC i f u A� 8: 5 8. all AGAMI. MA. ! to Q• r f r14� ° i -' '-, �:ai � L t - F-----_--__---- -- �� Sir,• I ------' - ! " ��-.. I � •i � _ r~" r r �,;r �, ;•..ram., -.—.•- �rt.• `#,�: .I I 'i• I F -77 Fill ass ........_......................-...... ————————— C�, C5 E�5 C-5 c5_ U _!L;kG1P y¢ �_ G' =•an Y ,,s'!�", g I 4 I r u 4 Y ! I ""'Itiw I t I � I ♦ �� •� f � �r YT'l'y�7lrrr i I L--^-•------------------3_ -f I f i I W x i 1N f' 6 a a�. 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AREA !(202,485 SF) E 296241.3 �6 ' RIVER"FR RESTORATION 7 A (25.290 SF) UNIT OF WORK 11VRK AREA 1 � / � 20+�-p+ 27+00 _ '1 g/, _ �j 22+00 . . . . . - Y. . . � - ten. i J x/'^R a - - ~} 7 ell—�; �`� `z� -"fix=evo 1 • � T� n 1y ♦ � _ 4 /�q �\ �, Ir6 .A .-F 1 � 2 r< Y 1 ` '�� .,�..! • 1 - - -,m ° �a4 ° 1 u LT r # "ei:a_' n j \\ 'Yww,l 3 /may 4 �E T 2 sTu000, V N•�LUG 1�� '�TCHi,. _I�ral. Ur a� 1 X i If 4- DIA PVC;52B-21 F R_ E �,5 _ MAIN (N R P - - ,,,� } I) .. •r WEAN _ �' BDTH END1 kJ a�l>r L_ 1 _ \ ,- .. TSFD as fr / + ` yLllG,hTidf� _. _ -- 0 4' g , -�.._-_ 3tl i I Ptnupast" 10111')IQ1 AP i' r 7w er IAE by DP n f _ �-- ' ' j � Transportation Improvements W DI f nE nro Six Flags New England WA I+E1,0�E Ew5 G ' _ r FFS ��__ r� 'a r r `., + riPF'F�dxl �` I Ir'j 1f> 3Main Stvd 1D75 SO.FT.. ry •Y� "'ro_e_.Ca, l� ` Y IPE'E2,D__-�-._ A�1UCA i101�-U,,'t_t-C -� "' I IEAANO w. 1 as7uRaANcr �`z' -.•_ _ .r 1 Agawam,Massachusetts _ Qi-t1T LET a I + PD ,m•lrr, _ w - 1"K AREA 1K _ 8• ~-~_. -•.__�— t iw.a m. FT _ r f+ - --I _ -e u - a Site Plan A Val ws "' 4-4. r �� K� ' _.uc»-u �,,-ii,i z—, s\wA vwiD PPS ST&1s.a2 p - _ w} f Off.MS PT 7 - _ _ ! _.-_�.-._,._ 91 I ` e ETU G STUD PRO JJJ I-ei..e BY TO of AGawAu CuRNG 2 WATM J uPrrsoe R,ROM _. k I �f o .N T.6 O C01,7RACT0R TO RE`A�E SwALE �, �.� x�{r - TO CONKECr VICA"S W RE,D _ �- _,,, _ 3�-� : _' '\ l _ 'I r' �. + Utilities Plan- t� 440 SF 1ERMD MIIGATI0N �•e.o f (_ �I �f i 7'�.,� A 100 YR. 'I�. iT� r A�r�l r,s _ - , 1.'.A1c-- - u `r-,-,-"'!l'i'. '- _-_�---� • I Drive+Aisles . � $ O .1/;•.� . _ - - . - . - I NOTE: j o WATERMAiN FROM TIE IN AT ROUTE 159 TO { f' PLACEMENT IN TRAM DRIVEWAY dS SHOWN L__.. - f Y. j1� ` 1 �e�la�' J,, �r� r y CONCEPTUALLY ONLY. CONTRACTOR TO USE U..41010 a 7 D a0 BD a0 CAUTION WHEN EXCAVATING IN THIS AREA TO AVOID r CONFLICTS WITH EXISTING SIX FLAGS NEW ENGLAND UTILITIES NOT SHOWN ON THIS DRAWINGS. _ I 1 SCALE IN FEET f oas9s 5` .� 08N AOD sckus o9 7 la 0839a•pb1-drlvedra P:\p8399\con\Itl�plunaet\f�ll Set\OE396—PRtY,drg 1 Vanam 1109m aruUU%Inc. Bnvkamnmw SO e.a Cohmihm Avg sfaald MuumboauolJos 413-747-7113•PAX 41"47,0916 PVI STA - 1D+41.53 PVI ELEV- 90.73 A.D. . -4.50 K - 15.10 68' VC o O1 h} P tl9 _C W 1 90 A"ROXIMATI LOCATION OF LOW DINT ELEV- 7 .47 EXISTING ELE TRICAL DUCT �..� LOW P NT STA - 15+21.73 BANK, CONTI ACTOR AND PVI STA - 15+21. OWNER TO IFY VERTICAL r AND HORiZOI ITAL LOCATION P1 I ELEV- 66.7 IN FIELD PRI TO — A.D. - 10.00 CONSTRUCTIC 4 COMMENCEME T. — \ K - 30.00 . \ \ \ 300' VC MEET EXIST!JG GRADE 80 n ry r z n N7 n CONNECT EW WATER MAI TO \ \ EXISTING RY WATER MAIN AT N 1 I TRAM RO . SEE SITE A FOR MAIN AN$ \ FOR CONTINUATION. ; O m ei m W w ' a of \ �zz Srj SITE NDFNTQI� of WATER MAN ALOGI T NJMEN 70 APPR XIMATE LOCATION OF 12 D EXISTI C ELECTRICAL UCT / BANK CONTRACTOR ND OWNE TO VERIFY VE MCAL Akin IN FI C17n.T.1 PRIOR TO CONSTRUCTION COMMI NCEMENT. �\ COMPA TED �� GRANULAR FILL z"'wii°°y JAg °nfin°' JAB °-ii° IV 60 - - U4 Cw�N by ypry-a by hilly 12,200 RED VERIFIED` Pr j t rm. ELEVATION OF 60.80 � � Transportation Improvements i Six Flags New England / EXISTING GROUND AT 1623 Maim Sftd FES OUTLE ,Alg$WBIDr III1888acN6et18 pl7fAf Adi Site Plm Appmval 3Q.Q0 � am c'" m- � a o ax rn �� a� .� ❑ r +n 10.00 11+00 12+DO 13+00 14+00 15+00 15+00 17+00 18+00 19+00 20+00 Profile Plan-Drive Aisle 40 0 40 So 4 D 4 B OF C-7 SCALE IN FEET FUFKAN C4VILIX10 !'W[76111 � •� 7 °i29 a Pl. l N- �r< C:\Doa—t9-d SettVn s aF�e\e9Rtoc\os399\planset\FunseF\oa359—Tm—oA.awa _ _ _ - — -- _ CONSTRUCTION BASELINE CHAIN LINK FENCE MOUNTED ON GUARDRAIL + 2.0' 8' SIDEWALK 1.67' 1'67' CONCRETE 11' Yantwe Hangen Brwtllny Inc- CRASH BARRIER 12.0' 12.0' 12.0' 3.0 .0' 6' 8' CHAIN LINK FENCE • PRECAST CONCRETE TRAVEL TRAVEL TRAVEL TRAM LANE T-4-1:1153- MODULAR EARTH LANE LANE LANE L=dDevekpn= RETAINING SYSTEM PRECAST CONCRETE Hnwommw l Serves MODULAR EARTH RETAINING SYSTEM EXISTING 2-8'x10' FINISH GRADE 12" COMPACTED GRAVEL BOX CULVERTS EXISTING GROUND CULVERT FLOW BITUMINOUS CONCRETE PAVEMENT 1 )V BINDER COURSE 79.6" 1" SURFACE COURSE 1 Jj- BITUMINOUS SURFACE COURSE I 8" COMPACTED GRAVEL 1 V BITUMINOUS BINDER COURSE (I )¢' MAX STONE SIZE) COMPACTED BACKFILL TO SUBGRADE CROSS SECTION OF CULYEtT AT TRAM ROADWAY STA 14+5 N.T.S. CONSTRUCTION BASELINE LINK FENCE MOUNTED ON GUARDRAIL 1.,k,,m.D. ALK 8' CHAIN LINK FENCE -1 67" CONCRETE 11" FINISH GRADE CRASH BARRIER 3.0' fi 12.0' 12.0' 12.0" 26.0' PRECAST CONCRETE TRAVEL TRAVEL TRAVEL TRAM LANE MODULAR EARTH PRECAST CONCRETE LANE LANE LANE RETAINING SYSTEM MODULAR EARTH RETAINING SYSTEM • I EXISTING PAVEMENT BITUMINOUS CONCRETE PAVEMENT SURFACE TO BE REMOVED 1 )4" BINDER COURSE 1" SURFACE COURSE 12" COMPACTED GRAVEL COMPACTED SUBGRAOE 8" COMPACTED GRAVEL 1 Yj- BITUMINOUS SURFACE COURSE (1 V MAX STONE SIZE) I XJ" BITUMINOUS BINDER COURSE COMPACTED SUBCRADE CROSS SECTION WEST OF CULVERT AT TRAM ROADWAY STA 14+0-0 No, Rroiwn Uob yA N.T.S. 0-1r a by JAB o-o.n by )A-B RMq.N br JJF w tlM. by W.—by N.T.S. oal. May12,2003 w J-nW 7,,,, I 1'�" 61IUlAINOUS SURFACE COURSE —� Transportation Improvements I p: UI 7�MINCIUS BINDER COURSE V2- COMPACTED GRAVEL--1 '� Six Flags New England CG:,CR£TE 11 _ 1 CONCRE?F. 1623 Maim street CRASH BARRIER--,, CRASH BARRIER ApWBmy IVISSHHCh719CCI9 ` N..a . FINISH GRADE `� __S_ 15.0 - 15.0 �--FINISH GRADF. -- Site Plan Approval C01,1PAL7ED SUBGnADE �-PRECAST CONCRET3: MODULAR EARTH RETAINING SYSTEM e CULVERT "t—FLOW EXITING GROUND ao_D� h APPROXIMATE WATER ELEVATIONS 12" COMPACTED STONE $EODING Typical Sections TWIN 8 x20 PRECAST C014CP,ETE 12-x 12' IMPERVIOUS FILL RECUIRED AS WATER BOX CULVERTS: BLOCKING SUBSTANCE TO DE PLACE AT THE MID POINT OF FIRST BOX CULVERT SECTION I=_1SS SECTONA'i- STA. F; � C'[) PAH6 ir�G AREA d..�..� N.T S. �C.. -a8 wl-114-5 8 xe �J— w9e.a0 �3�9aayy.d+rt Q\D—ent. 6 qs t- dwg_ Van4me Hangen Brusflir4 Inc. L ALL SECTIONS SHAH BE DESIGNED 11,':.AX,AT04 GAS.. FOR"S-20 LOADING, MA='ICRATE T—w—d- FrNSH CRAN Lmd DcvckwwS Z COPOLYMER MANHOLE STEPS SHALL BESTE NOTE 4... Al 11 O.C.FOR THE FULL • (min.) DEFFH Or THE STRUCTURE. SEF NOW 4..— PAVED AREA LANDSCAPED AREA 3.PROMDE-V'KNOCKOUTS FOR 24'.36' VATH 2-MARL TO OUTSIDE 7 TQF1 SEE Noll.3 -a-L SEE APPLICABLE vt PAVn9WT SECTIONS COLUMN fu OF PIPE.MORTAR ALL PIPE -I NVJk COMPACTED GRANULAR FILL 01111WRY WIM rpm CONNECTIONS, -A-C*S11, 3 MAW 4.JWO SEALANT WrMEEN PRECAST SECTIONS SHALL BE PREFORMED SAWCUT(SEE KARS) SEE NOTE&_ BUTYL RUBBER. HOOD SEE EE uMF 2- &DAM MAWOLE FRAME AND COY" 'f)Q1h0U%. - O",'�;NG DEPTH AM SURFACE SHALL.BE SET I"FULL MORTAR BED. 5u NoM 2L TREATMENT VARIES ADXST TO GRADE mili CLAY BRXX 48'RNA. M AND MORTAR(z DRiCT(COURSES TYPICALLY, 5 BRICK COURSES :z "' DIA. MAXIMUM) '..._2 �'. I STIER&SEE —WARNING TAPE .4 NOTE 2- ' ' SEEN07E 4. Il�Z- yb -SHELF TO BE CONCRETE FORMED COMPACTIED y. BACKFILL Or DIA, MIN. AT A SLOPE OF I' COMPACTED GRAVEL-/ C(MVAC IED SUF(RADE HAND TAMPED HAIJNCM140 I , PER FOOT. cwr rz COMPACTED BEDDING. OUTLET Tu f PA. YAM TYP DIA. Notim VARIES 1.ALL SEC,ftONS SHALL K OESfGNED FOR HS-20 LOADING. i. ALL SFCTCN5 SHAL4,SE DESIGNED FGP ml-20 W1,0114C ND Ty$,. SEE MAX. 10 2 PRO%4DF OC1C,'%rk;SE OVENJ41,Folt PIPES WT4 2' MAX CLrAPANCL NOTE I :.PROVIDE DOGHOUSE OPLNING FOR PIPES W17H 2' OUTS017 OF PI-F. 10P 'AAD SHALL N01"I DIR1117170 Ctl I'� GRMIT IC OUT&W OF hK_ TOP SI AB SHALL NOT REST GLREC R Y ON 12' ALL PIPE CL*.RECTIONS(WCW-!iHRINK GROUT)..5174 PIPU,GROUT ALL PIPC CON74L010h;(NW-SWW GRCUI�. -N*Z 3.XW1 SFALAL41 BEIVATU PAECASI 1,FCTWDW 44011 BE PRFFfAbED EIUIYL JCINT SEALANT FIETWEN I,RfCA57 SECTIONS YtIALL K PREFORMED 1. WIME VTKM TRENCHES An CONSTRUCTED THROUGH t L5 Atwom .NEWT RUBBER. SECTIONS,PLACE:TRENCH BACKFILL WTH MATERIALS .1 4.CANCK BASIN FRAME AND CRATE(4-15CPIM)SHALL OE SET IN FULL IJOIWTAI� -L CATCH BASH fRAME AND CRATE(4-OEF`TH)SMUL Fr SLI III rXL.. OfXNTH)N BASIN BERMS OR 0,T)IS SUCH SPECIAL SIMILAR TO THE SPECIAL SECTION REOUIREMENTS. ACTED GRAVEL TIED. MORTAR 8ED 2. USE METAUX TRACING/WARNING TAPE OVERALL PIPES CCAOACTED SUBGRADE S.ADWST TO FINISH CR4W VAIH CIAT BRICK AND MORTAP A6 FiTt"Rt.'O S. ADJUST TO rW:S2i rRADr WITH CLAY fiRi(% AND w00AN AS RFOUIREQ1. Udft Tremb */02 DrWn hfanWe ODW .3/02 Catch Basin(CB)Shallow Cover with Hood 3,102 Double Grate Ca"Basin(DOB)Shallow Cover with Hood 1D_" N.T.1 sw~ *0 LD_,Iy HTY 5— VV Ky 'D-m N.T.B. 5_ 40 REV LD_10b ]BENDS TGS L. L. TOES 1 L. 1 TEES L. 209d L BENDS I L KMS L KW N I L 6-41A� M W WUW1.V 4'W W.Ir!V 7'7 1W.3r.ke'l 37 w w 11 1/4,—r.V. 61 22 I?--I w i w I Mr 0. 1 IF I r 22 V2 'y ;;;w ,"' E4,r .Ir.scr I ft'01 1&.Lr.w 10'LI L/A 7V Ur 22 1/21 6'Or I IV 45' 1 1&tr I 17 9r 2"y Ir at 1/4 7 V Ir M 1/21 7'Ir I W 4:r 14'0' LV W HYDRAN�,IIRANCtj 7_1 T JAB TEES JAB TM TEES L. I US L 6-.6-W rA W.W.P I jr r I I lar r I Irr.s.1 17 w I L L A,.12.2003 Transportation Improvements PLAN Six Flags New England REDUCERS EXISTING RIPRAP STONE 1623 Maim Suw 1ON S=I L _9zLcL_ GRCUMIO FOR CHANNEL PANNE TN F ItErTRAINT 12' Agavmrn.MassaauscUs W PLAN PLAN .Or ®GATE VALVE a-TO 4. TIE A3MM C1NMn3W AR TAM ON 7W FOLLOW04 KP L ASUPOTWIM wr 3U Site Plan Approval L T FT. L 2F a PLAN a=L�!t W. rLn w wxtwm LW MAMT"um M A"VQ_ 4 SL J!S 3D It WAM"WLCLB FILTER FABRIC 2'CRUSHED STONE COMPACTED SUBGRADt Site Details AT&WA Dftfl(Apwm aftw1wd) 7brM RwWtfizbJW L4k Go"(Apwam Sftndard) Riprap Channel .3/02 C-24 fzy LD-17* IUD M U n C:\Doeam.nts and SNtln atww\Onktop\OB39B\plm3et\Fulled\08398-DET-DA.dw variam Hnngen Bruselln,rnc, x Y Z X T-9-t oll Lind Davdapment LIGHT POLE R ANCHORING R 6• d• 7• 8,+ PROVIDE BASE COVER 11 SYSTEM BY MFG. AS FURNISHED BY POLE MFG. I t'CHAMFER 12' LIGHT POLE BASES !1 PMMIMO TO BE P4NT01 YELIDL0TYI }3 HON}ZONTAL DES O 12'C.C. I OF p�Fp nOl ERGY Y 4-05 VFAt1CAL-EO. SPACED M FINISH MADE(MATERIALS VARY) SLEETY BAR(S) I ;• LDAfI DRILL AND MORTAR HORIZONTALLY NO.8 REDAR EQUALLY SPACED I '1 IS!-i BAR Y TYP.COVER Zr-t BAR 30• - 2 BARS I APRON EDGE TO a CONDUIT AND WOUND ROD �- -2 BARS I I BE SET LEVEL I 11 �- t CONNECT TO INSIDE METAL POLE 48'-3 BANS I I WITH FLARED END nSEE ELECTRICAL PLAN FOR SIZE NRtw SAFETY A BE i I kHERE �R ELEVATION 12' THICK 1 7 /3 REPAR wDICATED ON PLANS. 4, 4, INpERVTDUS CORE fOHPACTED 05 REPAR � '� PRECAST FLARED END SECTION SUBSRADE CDNPACTED _ SLOPE 1:1 MAXWJIM SUHGRADE .• SOLI LAYOUT • ' STONE FOR PIPEENDS k MCUNTING COMPACTED OOR :I'.. I TOPSOIL UNDISTURBED -SUBGRADE PER WG. SPECS t___---_ W J&Kd= R- ENERGY DISSIPATION BOWL FILTER COMPACTED%ABXGRADE 8' FABRIC LIGHT POLE FOUNDADON DESIGN IS SUBJECT TO CROSatm STONE CHANGE BASED ON FINAL POLE AND FIXTURE •!OC11m A•A LNG SE3 TON AND GEOTECHWCAL SITE INVESDGADON. (2"STONE SIZE) I.&Pole Foundatioin Detail(Up to 40'Pole) 3/02 Flared End Section(FES)with Stone Protection 3/0Z tFw baj D2/OG IlNeatlo>3 D do 02/00 NT4L Sowcc V16 REV LD-TID N.T.B. scree VDB REV L➢_134 NT.SJ N.U. TAKES ..»..._.- 2 PER BALE} gOAETION 4. & p yp OR APtEWCfOD STAKE (MAX) _.`.�'W�,� ' '�'�:^` Na s8 5a ao 5 - 1-r f'•S STAKE, BALED HAY _ - - 7 12" tIQO IS" 6F.7 30' $S'.8 55.6 E6.6 tiB.O (2 PER BAL OR 51 ■ SILT FENCE = ■.,,:=_ 2 tz' BOA 12- 87.B 21- 80.D 828 82.6 88.0 1 Hm •. - ow 3 12• 84.8 IY 66.1 21" 94.d 8&0 N/A Bt.O U� EG�b'7J03 FLYER Xs R�J�an aaN FABRIC TOP OF BERM A 5 4- B8.2 B' 89.2 12" wo 88.0 8B.0 880 _ I--� R—a er TAB aa.n by 7AH a._._.ar 1)P '3? °'!; '"'A- ■..... �'..... !�: I TOP OF SLAB OVERFLOW RIPRAP SWALE Ckn a—a es ..P—.. ' t N.T.B. Mmy12,20D3 , A4 V{@II •.:.E' _ OVERFLOW OVVn LOW a-I-DV£ Transportation Improvements WORK ,'Y!!'' ASTEN CRATEAREA y BALE T1WNE TO BE t•N'.3' WOOD STAKE, TO WwG WALL P"i PARALLEL TO CATCH BASIN Six Flags New England GROUM SURFACE GRATE IN T I , WING WALL TRASH GRATE(GALV. STEEL OR APPROVED EQUAL) " -"::• / STAKED BALES FlL1ER TRASH GRAZE FASTEN TO CONCRETE SDEWALLS WITH Han ANCHORS 1623 Maim Suw FABRIC 2 � PROTECTED CS)PROTECTED (2'x4• oPo+w G. AgawamM8898ChllBettB UP OF GROUNDSILT V 4T0 f19 YI.,• I L W77% •ORtFlCE A rww ti GROUND VETtT A OUTLET FINV, A (MINIB®MEMT ` % PIPE IN •, . EMBEDMENT Site Plan Approval �.. '. i I 444 '.'1 io �pU7LET I•, CEMENT CONCRETE EMBEf1N.FNT 6• STAPLE yirw „i PIPE l INVERT •Yy, {-LOAN u°.na rnt. lY - _ .• .. NWet7N H YELL TIED COMPACTED �' w i.ENCLOSE STIDJClt/RE WITH HAYBALES IMMEDIATELY AFTER CATCH .�.t --+ - _ - STAPLE SASI CONSTRUCDON. MAINTAIN UNTIL PAVING BINDER COURSE Cj �� $a 12' -y4 g <� a c,�r'Q ' wood$Ifh1 IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN rg,/,�- T] °,� !r o�EF° Site Details PLACE 4• OF FABRIC 70(ORDe�)1 ESTABLISHED, a. fir.:X'0 -b o. rWn° ALONG TRENCH AWAY FRW PROTECTED AREA 2.IF GRATE IS AGAINST EYISDNG CURB THEN HAY BALES ARE TO BACKFILL AHLI COMPACT. BE PLACED AROUND 7HRE'E 51DES OF CRATE ONLY. 4 COMPACTED SUBCRADE Neew 3-GRATE TO BE PLACED OVER FILTER FABRIC. A PLACE ONE MAY BAJF PERPEILOIOULAR 4.BALES SHALLL lTE INST'ECTID PERIODICALLY AND AFTER ALL RT9Lit ' ALONG HAY BALE BARRIER{100'O.G)_ STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE EldE VIe4F A A PEAFOIWtLD PROMPTLY 45 NEEDCO. Sift Fence 1 Hay Bale Barrier(Embedded) 3/D2 Catch Bann Sediment Tmp 3/02 Multi,S t)'Itlet Contral Strnctm 3/02 C-25 4 NM& SauWee MY LGasa N.T.& Rews4 we tD_673 N.TS. Stwre.: W9 REV LO-182 RCS 1 Ob.44M t sn..e ae f 25 2$ t'D�l9`pg (iaT48AD . C:\D°c,mmts and Settln s aeas\p�Fhlo\{7s3p6\plunset\Fullsrl\OS}gg_pET-DA.cr VM I Vanasw Hanger BrusWr4 Inc• ram' yef'Rb �„ [ad Devnk�me 4'CEMENT CONCRETE ) (B- IN V¢IICULAR AREAS) RAT MyELiS(B CENTER DEPTH It SURFACE 12• CURB 6- VARIES TREATMENT CAPE COD BERM VARIES BITUMINOUS 'N 1•CHAMFER 1001ED JOINT FINISH GRADE TOP COURSE) T a.REVEAL L LANDSCAPE, SLOPE 6 2' BITUMINOUS V*VSINEMMENT `. _ AREA(11P. I I ..e l'•-� 5'pEQlJ ��\ I .�'1M VARIES—� qq.-0NC. PAVEMENT -r,,',-�^" 1• 4• (BIDER COURSE) .!P 10oa y;"r� a tea$°°p° ••� B'COMPACTED ' 1' GRAVEL(L& MAX. I - y SEE NOTE 9. .6'• J Ff"+ d "�"F �' `khP " tf 'b4^�,1�`. .,•R.' COMPACTEI 12, SUBCRADE SE£NOTE 9. •�` Yi• LIP MAX. 1i' UP MAX, Nobw COMPACTED GRAVEL COMPACTED EXPANSION (IJf MAX STOW 4ZE) GRAVEL JOINT SEALANT _ v THE MAXIMUM AILOwAaLE gXwAUI AND cm RAMP CR063 SLOPES SMALL BE ESL('1L Nil). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND OM RAMP CROSS SLOPES 94ALL BE 1.5(IS MILjL I.PROVIDE EXPAk90N JOINTS AT 2.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUD"CIRIB'RAMPS SHALL 6E 5TL 2- THE MAKMUU ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCIDCNG LVRB RAMPS SHALL 9E 5A MIN.30 FT.ANS WITH PRE- -INT 3.THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMS SHALL BE 7.= 3. THE MAXIMIJW ALLOWABLE SLOPE OF ACCESSBLE ROUTE CURB RAMPS SMALL BE 7.5X N'CyPJICTED FORMED FT.O.C,WI H PR SUSIGRADE FILLER k SEALER • 0 4. A MIMMUM OF 3 FEET CLEAR SHALL BE MAN7ANNED AT ANY PfltlNAHENT OBSTACLE N 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN 00"CRETE °.ao ACCESSIBLE ROUTE(I.E,HYO RAN75,UTILITY POLES,TREE WELLS,SIGNS,ETTL)_ AOGESSB E ROUTE(I.E.,HYDRANTS,UTIJ7Y POLES,TREE WELL&SKINS,ETC.). Muir 2.PROVIDE TOOLED CONTROL SIDEWALK 5,CURB TREATMENT YARIM SIM PLANS FOR CURB TYPE. a CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE- ALL CURBING TO BE MACHINE EXTRIIOED JOINTS AT B'QC. V PREFORMED ` EXPANSION JONT 6.RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONMG. 5. RAMP,CURB,AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDIN6• 3.PROVIDE BROOM FINISH IN BUILDING FACE, 7.SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. 7. TYPICAL SOEWALK SECTION FOR RAMP SECTION CONSTRUCTION. DIRECTION PERPENDICULAR TO FIXED OMOT, CURB. OR CONC.SIDEWALK B. INHERE ACCESSIBLE ROUTES ARE LESS YVAN S"N WIDTH(EXCLUDING CURBING)A S'.5' S. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'N WIDTH(EXCLUDING CURBING)A S'a 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO FILLED 2DO FEET. 4.CEMENT CONCRETE SHALL BE 9. MININATE CURBING AT RAMP WHEAL 11 ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING IS 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBNG Li 4.000 P51-TYPE H, INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. INDICATED ON THE DRAWINGS TO BE SET FLUSH. Cape Cod Berm(CCB) 3/02 Monolithic Concrete Curb(MCC)&Sidewalk 3/02 Accessible Curb Ramp(ACR)-Type IS' 3/02 Accessible Curb Ramp(ACR)Type'D' 3/02 N.TA _ S_ VAi .-.._._— LD_407 N.TS. SwrcrG 1ANB LD_42t N.TS. Sw VHB LD_I1 N.TS. Sw c Vw LD_503 1h' BITUMINOUS SURFACE COURSE ZV BITUMINOUS BRN•DER COURSE e �O•. • �'O' O MO 1 Y a�o° 4 ,p o'er.c 12' COMPACTED GRAVEL ACCESS AISLE 99��0 6 O • .' WHOF. IJNES SLL GLIAIL TREATMENT VARIES ON CENTER N' n wAm °°s• .° Y _J NAB .r JAB rr REINFORCED PRECAST CONCRETE CURB cAI m• w er Appowa ey VERTICAL GkkNTE CUka--� 12• S' }'CHAMFER COMPACTED SUBOAADE —N.T.S. D.e• MMS 12.20, TACK COAT TREATMENT VARIES--•�` � 4' PROPOSED ELT PROPOSED EMT. ------� I CONC.PAVEMENT I CONE'. PAVFMF.NT now OREWPIaugeP"awnt CONTROLLED LOW TACK COAT Transportation Improvements _ \ t'STRENGTH MATERIALCONTIRO-LED l.OW-- SKID--BI CURB IS SET AFTER NDER SLOPE VARIES----- 'IItS.NiTNMATFRIAc ' RF.STSTANTCOURSE LS PLACE CURE IS PLACED Six Flags New England YP AFTER BINDER CIURSE 1623 Maim Street � � " - , IV BITUIIMAIeu [IR s SURFACE COSE Agawam,MusachuwM BI:� - ?1 t -C p •s; 4'J>� '~' p °'-y r . Sir unow 15 9F®F.R omum _ :,,� 1*-v l..r.p T =¢ C y �9 t'� T � & Q•O� q A • �iAR 12-COMPACTED GRAVEN o A O .',. TO Y icsssmLE ram! `,r, w,OTR,V44r, Si#o 1'1Bn 81 mhCC£S:.IBLE AARI.INC 111E L. 2Jj' DOWEL SOCKETS SHALL.BE FURNISHED AT ENDS OF ALL CURB SECTIONS TO , 6' 6' 12• RECEIVE 1/2-DIA DOWEL COMPACTED COMPACTED SUBGRADE 5LJBGRADE MN• COMPACTED CRAWL o' _G' NMI (I)4 MAX. STONE SIZE) C,�.,Nl�".`„- GRAVEL 6AVE1.BASF' F:D DDtr FIe.>nk PW t T. ALL RkMENSIONS TO EDGES OF 4• PAVEMLAI sttarl:c. Site Details COMPACTED SUBCAADE 2. All.STRIPING SHALT.OF. 4- WIL1F.sour)WNITF PAvr.mtN1 Nam MARKINGS UNLESS OTHERWISE NOTED. PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE is STAic HSVTH REF4:RS TO C'CLEAR UETWEEN INSIDE BASED ON THE RESULTS OF FURTHER CEOTECHNICAL INVESTIGATIONS. EDGES OF PAvfMFNT MARkmcs- Precast Concrete Curb(PCC) '17 Vertieal Granite Curb(VGQ _ .11C2 Bituminous Concrete Pavement Sections 3/02 Accessible Parking Space a�_ r-26 N.T.S. Sol.r:Ni LD_404 N.TS. -'- -`++.�rca '.IvL Ln_402 N.TS. SWO L3_430 N.TS. soW�,r. 4 RL44KA s•..e .r 26 28 10f(C�0✓ Ifa393.00 C.\Dacum6nla and SELVAGE OF FABRIC Var asw Hangm Brusrttn,It1iC, IVFiCKL D TOP a BQETCM TIE MIRES Te MARES _ TOP RAIL TOP RANL y' MIN. LmdDamkpnaa W 6.fL5 PO W Gx$5.5 POST P1tVtrOTUR{Ah)setvica W DIAMOND BLACI( y'IAAMONO MESH FABRIC vwYL MESH FABRIC w 6.6.5 SELVAGE d'FABRIC CENTER RAIL OFFSET BRAC3( pW E1..55'.F5 KNUCKLED TOP t BOTT(IM F-}7OB60LT� 6T. TRUSS ROD \ e o rtraF N5 Jr- A u u .Z.I .ii' 4_ USE SPLICE BOLTS HOLES TOP RALL I TOP RAL FENCE FABRIC RAI FENCE FABRIC CP gpt ENO OOR C N� _y LINE POSTS CENTER � in CORNER.END OR \` RAIL I Ry 1H BACKUP I •j BOTTOM RAIL 1' WASH �LIM POSTS ' I p PLA F� h T'1YASIR 1° FlN. WO. - O N FINISH C DE li I W G:vas �i(7NCREIE FOOTNQ I, •I • I I $'-0"LG MOPS! E L �l CURB I I CONCRETE FOOTING it iO I I GROUND UNE (3DDO PSI-TYPE ll 'LI 16".pA.O LINE POSTS I I yyyyyy��...... OR 1'-4'0 CORNEA. 4 FlNISHm I I 10'DNA_0 LINE POSTS PULL OR ENDPOSTS SURFAC I I OR P-4'0 CORKER. 9Y L-J PULL OR 00 PORTS 1- GATES,TRUSS ROBS AND - J10101 Now HARDWIRE TO BE AS PER GATES AND HAADWARE TO BE MANUFACTURER'S SPECIFICATION. MANUFACTURER'S MANUFACTURER'S AS PER MAITUFAC7URER SPEOMAT10M. LITERATURE FOR APPROVAL Chain Link Fence up to 6' 3/07 6'to 10'Chain Link Fends sioz Steel Beam Guardrail with Steel Post(Singe-Faced) 3�0: H.T.S. 5— VOID LD_461 N-T$, Suns: we REv LD_46C N.T.L Spun: CHID REV LD_436 A BURY THE TOP END OF THE JUTE STRIPS IN A TRENCH 6 INCHES OR MORE IN DEPTH. SECURE NTH ROW OF STAPLES IN VERTICAL TRENCH WALL 6 INCH SPACING,4 INCHES • W 6x$.5 POST 3 MIN. DOWN FROM TOP OF TRENCH W$,sT5.5 POST B. TAMP THE TRENCH FULL OF A. y, W 6x6.S "DLL SECURE NTH ROWOF .. E-y•+. OFFSET BRACKET STAPLES.$INCH SPACING. ___ pwFFBz b �l�y( 4 INCHES DOWN FROM 7HE ; .-i •y, _+ w __ `, N, F-3�D BOLT ET TRENCH. ,Y '�+'�,y: 4 ___t.,F i h R.1Yon Iou .a TYPICAL {' �o all SIGN .;- - _==i t� y E-,�-er JAB o....�er J� a�.ew er JD PIm Vln► Y-O• �r r.A n.�..a or +sw.•.a br O•-9- 4'-3' C 0U ASIP BURY UPPER ENOOVI OF LOWE P EMERGE 1 4 Y 1 It 4 4 Ion N.T.S. pa1i "12,20LT3 PIM Vi111 (PAINA D COLOR'' E STEM T TP STR 4 ING�S AND STAPLE. \ y, 4" $' a' S' 4' BY ARCHITECT) y.+y_y \�\\= - s_ Transportation Improvements 06' SLOTTED HOLES �.�` U SPLICE BOLTS -_- Six Flags New England SYc .y \\� a RAIL) — 1623 Msu et n Stre ~\��• Z — .- Apawam.Massachusetts 4N BAGEUP I D- EROSION STOP-FOLD OF b PLATE t L.ANDSCAP®AREA BURIED IV SLIT TRENCH AND \\-��` 1 TAMPED; DOUBLE ROW OF \\' `. "` Site Plan Approval 21< Ro STAPLES_ \ �� ti_- INCH 01'ER1AP OF _ I _r__r_ rrrrr__ - \\`\�`y _ TWO S AREOR AS I W 0•15 5 REQUIRED.STAPLES^ ON 16 INCH CENTERS.7ru- I.G. ,"GROUND L STAPLE VEEE 16' OR 12-DA. APLE ON CENTER I I CONCRETE SUPPORT OVERLAP- Site Details . Ylas WIDTH WIES N0. t MIRE •INSTALLATICN SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS h.n� Steel Beam Guardrail with Steel Puss(Double-FAIII 3/02 Sip Pat-1ype'A' 3/02' Erosion Control Blanket Swale Installation 3/D2 C-27 �. REV LD-456 N.TS. Sa1zi.-MID lD-7G1 N.T:1. Sevpc N0 LD_601 COI�Mi No.41010 27 28 4a�to�o3 umm s C\Document.and%ttinga\pate.\DeBktoP\08398\olwsot Wlvel DB396-DET-DA-dw vm FRAME t GRATE TOP OF GRADE Yanasso Hangen Brustllnq Inc. • VI CRAOE ADAM 24 'pp lmd 13evdopm m E�Y1iVO�hI�YI00 �ABLE R VIR pww PIE 1"i PVC PM en 1m1.IV M 04 4`i OUTLET DOME AND TEE ■/A-CAP } RISER PIPE S70RMCEPTOR 4"P PVC PIPE INSERT CLEAHOUT/VENT PIPE )LET SEE NOTE 2 m 4-0 INLET 4"4 WA,ET F DOMH POPE (Rd0.00VAS RISER POP[ �.. ._J e" o T DOME AND I E NETS (TEE OPENINGS TO FACE SIDE WALLS) FJeCHOa ThrM Pier Vkw maim 1.THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET MNERE APPLICABLE. ' 2.'IHE COVER 94MD BE POSITIONED OVER THE 4"0 CLDWOUT/VETR PIPE AIM THE 4-0 INLET DO'AN PFPC 3.THE 9TORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MOLE OFF THE FOLLOWING U.S.PATENTS: •/4083146,1349&331, #5725760, #5753115./5649161, 4.CONTRACTOR TD PROVIDE CRANE TO SET UNIT(HEAVIEST SECTION WD01S 5000 UM) 450 Gallen Precast Concrete Stormceptor(STA) 3/,T H.TS San vNB /—HAROAT7C0 SIAM0 LN DEADMAN ,—TRrr Po R00T DAIJ. OJY c /1/:mLh(IIAMEWR / EI-C:K REWFORCM RUPU69 1 PLM up"m 10y0 03 MR IQ t ' _ r `�C!J / HOSE;ADOYE FtHST BRANCH) ELT !! arv..s"JAB 0.+,er MIS u. a. r `Rim ST VAI 01'EST U-M tA6 yrAr y seA.wr Ar nmED CAl vAwzm siECL+MRE TOP Or ROOT BALL jam^ tom" spa.N.T.3. dN• M!yl2,2000 i UaCH ABOVE +- 2'.6'MRG'ATX1P STAKEs„w FW$H CPADL ?�--_-- / � (3 STAKES PER TREE) SO PINE BARK MULOt 5D Mal Tr'AnSP(?Tr$tiQII U[1QrOYeI[rieIIts OYEP STEMS OR THUMK. � UNTIE AND CUT AWAY"LAP Six Flags New England t FROM 1/3(MRJ)Or"O-r DAIJ. ( TREE SHALL DE SET PLUMB, IF SYNTHETIC MRAP IS USED, TREE HALLSEM 1 EE E REMOVE CL\WLCTELY. AFTIM MAtm 51a'oet f -..TRUNK FLARE SHALL 6E SL'1 6.wwwns hWsuhusaft SLOPE TO FORM SAUCER. 2' ABM THE ESTABLISHED "6" 3'MUL >•GRLYE E rue M PLANT DACKFlLL uiXTURC a. rWSHED GRAD E78STUHG GROUND i 00 �+ NOT MULHDI VA YAnuN 3-Or or 1Ru-4; Site A1sn Appioval Stw TO rORM — — — '.Y✓ i 3' 3'HIGH SAUCER / •' —Sn RDDT BALL ON l —PLANT GAE"IL%UX1URE. .��AREA 10 BE + q tr ER ON UND6TED S SAL � E�7NM0 EXCAVATED V kG[r - :HttFE n1eE5 fHOOTHALL OAsLCTEH ON CONPACTEA 3UBCRApE F ./. I ASTHi. 'ED SA]E5 — 1 '` !I F `�J7I `10 UNPE M.D CUT AWAY BURLAP / Site 7�� _ �NOM 1/3 0'RWT BAIL(Lwk � �' "� Site J.Je�s iF SYNTHt;W WRAP rS USED. �[\ NOONT _ ^�' '•�.y, rti:MOVE COF/r1LET(1T `PROPOSED GRADE - ;q I. LOOSEN RO01S AT 1HE CUILN _ SIT ROD)BALL Cw EFIi11NC • EAGr OF ROOTBALt OF -- uKLAS,u i"D am OI.c]H CON14 JER GROWN SHRUBS HOLE_—TM;3EE T_wE5 RVDIRALT pAMCtLR COYPAC'r0 4Xt:RALr. ' VAIH 5I Mt L-S:LI:S Gw.tiq wms. Sluub Planting 3AM Tree Planstng(For Trees Under 4"Ca tW) T,T1R now C-Z 8 i N13. sa•tr. 1+[t LD_60O MTB. LDAM N.T.R. 9•trcF>•/ cm Ib.114T8 �,ui � n n nwr.r."Ar �oj10143 OMA)D as � Its ul � a EL Q � � ❑~o--- '� ~ ' '--_ .~�' _� _ _ ~may`` i \ ❑ � � )dJ X 1 a a w f7 fj x $ m f o I cif x X �B � x Q a x y Z a 3 OZ D m vi N \ K $� a W x x 1 Z \ x� x {\1 x 1 ea ro x^ t8 O % x v x IL 3p 9 xe � 79 OR x Ij 0 x � b •L 1__ n C y \ 1?w m m h 1 I x % ` x'❑ h � x .x S � p� pp ° x b 1 �• . pnp x u .� Y • x .d 1 X Xm 1 % % I 1 . . . �tl • w N Y .\ „ '� A • tea. n of trot 1 X0 w X ( f x ? 1 1 J X XM V n X b 4 Yx x 1P a O Y $ n Y d l 9 x p x O b O x x x %y x mg 4x x x x x x f ma n m rt] P A p x X x 4ffl xh x x gx n pz ❑ y3dV nx 1 Y r-x V x 1»x 9 xa j Y .f AND WETLAND IMPACT AREA (1355 SF) fi BORDERING IMPACT AREA T TO FLOODINGSTCRAGE —- - - - - - — - PROPOSED ROADjEE WETLAND RESTORATION AREA (1380 SF) BORDERING LAND SUBJECT TO FLOODING COMPENSATORY STORAGE AREA (679 CF) CONSTRUCTED EDGE OF F_1pS71NG WETLANDS REPLACEMENT I L[�NpU AT 4 1 , J FL G I PA I.INK A �� l EV 71' V47LAND /////''Exlrn>vc Vanwse Hangen Brusttin,Inc. +940 TL T AND 'Pf, �- / GROUND M[ncATI ' / -+! +f. _ I f�il I Bn►a®mil scrvx a IN ELEVAnON / ` ` M11wc01103 2.3 PROPOSED GRADE 413-747.7113•PAX 413.747-W16 •- - 9 i f E LEV 58' $1 % - -'E - n SECTION A-q 12 MAN MADE HYDRIC SOILS I n ® WETLAND REPLACEMENT AREA N n e n 1 FOUR MILE j BROOK PROPOSED GRADE Ttl�lllEm0111EelM�llNfiRpemsYPffr6rg14M A1y1(9MI41L) — ._...-57 - 4 Aa mA— w4Ma4 46M 1015 SO. �- - 6 ANwk ra OxW WV*Wb&W y� MEILAND mt — +~�` 6 APwiaa edoaaA� sue tSTURBANCE �+ra-roT r I — ------t —..'---------••- -•• a �mYrndrOdn ArM.VAWd y« a 1 ' wL Aa.:I�>14ea m jr Q.SO. FT _ i 1 2 Aov4A yr ROMSr. Id 1R PROPOSED COMPENSATORY 3 A, '.Iota � E�LANp pi RB �- -ru �� Y. FLOODPLAIN IAOLUME(679 C� 3 , l ,WdArr ill! 9�INO LAI+YD( J CT - _`� - --Sg - 3 - -- - -- 24M 1r4aMinWlVun Ae,errapnr T�¢1 OODING IMPACT AREA 1+.I VF3�101 - ! 11 n r ti5 CF TOTAL) �y po I - t _'� _54 e. ��t,aaa4dhnOer4..id¢errMrreorra C3 C Ni rOIR Tp CRREE 'fE SYY / +m �L SFTO C WF�'>'LANp IN FIT/tE�7 30 _ O 30 Q t O- / a"' -+30 `� SECTION D-8 WETLAND IT1GA/ N / _ , 1 4 I I l COMPENSATORY FLOOD STORAGE LEGEND ARTIFICAL SNAG Y F BRUSH PILE TREES AND PRESERVE I SNRues EXISTING TREES EVERGREEN TREE LOW FLOW LOW FLOW � � CHANNEL CHANNEL HAYSALES�: s 9G.7y ff 0 LINEAR ET '+ o-'„br 0""'+'' RE CEMENT CHANNEL attoPvsm GRADE *rR.M..... ...�.....r SECTION A-A STD Ama2420Ui M}e,raY ,a NITS Transportation Improvements Z '001 LIM of 100' FFEF Six Flags New ■:ngland 16"MidnStvd 1�l'"«.''` `•• Springfield Msan4wsm Tube Z WkIUM Fbbh3t Paplecarmt Am PtutIng S_d alit[tom s4�l �„y ss p l ••"� 1 4sWq amur wNm cmu=Iran aim P site Plan Approval PRESERVE m 10%W&rdn mmm,VltlL�ry a4aa ".'s�'r�"�` I1 T r. EXISTING TREE J 60 A►.Aka RMAWA N 2E-V W Wbff* ,dvtmm hmwvmod 71-V ,lua,�� 09FM aw 2 ! Wetland Area 30 6ti AYA.ad trY r4i4�TIW VKra 0*r J M.T.S. W � r-,r lyJj i Restoration Plan a w wj PRESERVE �.,: y w FgLAWrrMAXW• °~Aw tz-1r EXISTING TREES /7 100 Ahakwu AM LIMIT OF 1Do' BU I fro Srrb W Yom V PnA6khw Eeamtttarwr NM 40 1 9t.7 4 91, N� 17 �_]�'�—1 � . I 11 1. T+�A,A4 artlYrtr.�hPwd�U�tarM�rEwpa�r�rr�wb®ma�raeYac �1K\ }� x M{��ui ouvar.r+r.�sanrena�dr.a'•6v►f�e+vr+mrry�ryou.r u.Y.t. � PKNC Sp+ ] c�a+�.y.�.Wb.w.aqr.ra.6d.en�.wmas.s�xro+e.o+.+N sgwa � �,a 1 w1 l.�unl lw.bprdbav rrQ, a spo..egwrrt Ltdleid say 30 0 30 fi 9 �""'•��- em"PPO �0939" --=ALE IN FEET D . r D 4 br nwso Sangen anasrlb;Inc. •• rTnnWxtad- WF 1-302 END 'l SOUTHERN CROSSING BANK WFat-3o2 REPLACEMENT AREA (150 eir ° °'�`r''ar` LF) sas ersrchotamb=,k"m m s1 RIVERFRONT RESTORATION Q 47-7i13 PAX 3 4M747-0916 W B,-202 D ARE H (904 SF) d.11_1 A�A �3 F 3-i 2 - 3aArBnft aareaPapLe�` 30 18to24ind'hes 1�,- 7 .1 :ottanwood FgWksda odw 30 181024indhas "Jow seerascoobr 30 ,a to24Inchas ft DoW=d Qww mtxar m 30 18 to 24 hJm a 3- 205 _ f i —2 '' VmAwwod ubwniznd&tahm 30 18to24indtes l / Allow Live Slakes S&dscotar 150 2110 3 tk f �✓>. ox�s rdal Plants 300 d-P0 �� ppEk Construction Notes: 1. Excavated bank restoration area to be separated from main I i f stream channel during construction by staked silt fence and hay bales. 2 a3.o" ��- 7 I H OU SE I 2. Excavated soils to be removed for disposal at suitable upland location. ` 83.0 1 3. 12-inches of topsoil will be brought in and spread on the new B1- 0, �� , GRA Bank area to provide a suitable planting media.Topsoil to be! J -1 =� compacted. k _ _ . - 4_ The entire area will be planted with the listed trees and —� BF _ T- i shrubs. �� 5. The trees and shrubs listed in the planting schedule will be tl' randomly planted approximately 4 feet apart within the .�4 �— - restoration area in a naturalist fashion.Linear planting shall - - be avoided. 6. Following planting,live stakes shall be driven into the ground within 2 feet of the water surface around the Bank restoration area. BF, —1 F,5-1 01 r _� 7. Once the trees and shrubs have been planted the entire D D area well be seeded with New England Wetland Plants,New 3-t00 B, �I g rt �30@� H�Y� England ConservationfWtldlife Mix seed mixture. ��VV�� i I 8. The project wetland scientist will supervise all work. BF3-1p0 00 WF Bt-402 WF a-101 o..im.a nr ae.n er cnww er eao.n�.e•r ---nr ' Ocmbw 7.2pp9 30 0 30 so SCALE IN FEET Transportation Improvements Six Flags New England 1623 Main Street EXISING GROUND Spdngfi"Massachtlsetts Sara w Site Plant Approval AREA TO BE EJ05Zi EXCAMEp �/� p.•.i.•nu, S =�p Vdedand Area PROPOSED GRADE Restoration Plan • Bank Replacement Area{Secti(n A) a/a/w N.T.S. Sews: VRB • 2 �1 �A.� tlfase.00 '54) / / fit,, t �.,�-' l �� W-0 X5 .5 VM VanwseHangenBrustUn6Inc. /�17ERF'Rd*T L=d D"CbDj� x6PZA 5W Baa Cohmlbwj wryRIVERFR T RESTORATI SP&fffi-MMWEWWUN oilm X 87 413-747-7113 PAX 413-747-MI6 AR A A 29D SF Z 24"D X� T, 57.8 LLJ 86.7 Z V. X 17-7 87.2 0 0 Q: --- 0 01 RIVERFRONT RESTORATION4 t ILL- AREA B (5,970 SF) 00\ .5 ,0"2 S3 P, SHA )A T 1 "or a OUT 4.2 2-)j 2 zn� G 00 'LET CB 2 (S STA. 154-f2 XB& T \10P 03 'A co co ILM X86.1 q- T) S X 86.3 C) 0 — ca 86.5 .. �D '20 20 20 t z, __ - btCALE IN FEET River&ont Restoration Area A Riverfront Restoration Area B Am A-Werfroilt Nifigafim Area, 20 0 20 20 Ama B-9mufroit Mifigafm Area JAR JAB 101 Pl"rig Sdo"CAM 14 fL) n1ftAwwl'0(5,M4fL) wo aiw.a e, -P..•.a or SCALE IN FEET CDW=NM Latin Nam Nwribor CUM=Nwne LattriNwne Number am Ocwbw7.2M dP.arft Of Plants Redo* 0"Dis MOM 5D 11211c,241Irches Ped Oak Ckgrasrubra 20 121:024inctws Transportation Improvements WfleRne PhAshubLis 50 QW24inches witepm Fin s1robi s is 12to24inches Six Flags New England ArTskanHaawiut 030isanalin 60 12to24bches Arrencani-13zelml Coyusamencare 20 12to24irdM Wrryturry 50 1210241nitles NKI?MM MbiTunientap 20 124o24hdVs lw Main Sava Wilt Flare i 50 12 to 36 axivs VVkh Hazel Hwen iv� 15 12 to 36 UdVs Agawam Manwhumm Gray Doyjmd Corns ramT= 50 2to4ft Grav Corms raw=sa 20 21o4t Total Ptwb 310 TCU P14-1111B 110 Site Plan Approval 50urcc "B,Inn Sou FCC:VHR Inc Constru=n Notes: Construction Notes! 1. Restoration activities include planting the listed trees and 1. Restoration activities include planting the listed trees and shrubs to increase tree and shrub density. shrubs to increase tree and shrub density. Riverftont Area 2, The planted material shall be randomly distributed within the The planted material shall be randomly distributed within the restoration area in a naturalist fashion.Linear planting shall 2� be avoided. restoration area in a naturalist fashion.Linear planting shall Mitigation Plan 3. No grading or excavation shalt be conducted. be avoided. 4. The p(ojact wetland scientist will supervise all work. 3. No grading or excavation shall be Conducted. 4. The project wetland scientist will supervise all work- RM-I • 093WOO 0839&-kM-dwg / xl X86.3 x M1 �e 85.0 85.5 = ' _ Q R E VE R FR ON T R E S TO R A TrVN " j' an8e�Brustlin,Inc. AREATransponlab- D S Laod Development P®E--RFRONT'9HTORATION 5.1SIB FAU AREA C r1I6,970 SF 44da0eTug 413rO111056 `l ) 86.9 X83.3 � Spd747-71ld MnsaX413-of-0 I ' N X87.3 x86.9 0 83. Q x86.6 0 x 87.0 85.3 6 .4 / x86.8 86 x �� X ate' - Q 00 ® 5. 65' . W °° X86.6 X85.4 X 85.2 � 64.7 20 40 / y Riverfront Restoration Area c Ana!C- fia A N t ailort Am Arse D-fdlrerhort aRtl�lOn Arse Pwnfiry Sidwilk AM aqI) SdtsdM Q. D. REE CNMIMNarns Ldnmm did an ibrmmfiarre LaWrNars d� LYae S puree Aado* Qraraarlra 75 1211o24itdias 0 RadOdt QAMBRM 3D 12b24itdn WtlsPind Phareabua 75 t2b240dxrr 1rADFI s Rwshc6tn 10 121024itdes Arrerinnit®drd talroAsneA®o 70 12t024irdaa Anvt25 12b24dudn Nsmyaary wour urnwingo 70 12b241rdtr - 80 - Ih'ry6erry mbumrnwtw 25 12b24etdn VYMHmd FhrrmakwiWam 70 121o361diea .a .. .a. ... WdtlUM HanvreCarwpri- 20 12b36khm GlaydopaooA ow"Poarcai 70 21o4fL JAB JAB_ r IlP o.a.,...y o-.-�.r Gay Oogrhoed Owtarzorrma 20 210411. T*MPlarb 430 • e.aa«.e.r .ew<.ab, Tale!Plat im s..-vista b- °o swrv:vxtita �-n i Octoba7.2003 Consvuctim Notes: w.°+.�,t..T�� T,«1. Restoration aciiVilies Include removal of a matal bdhtng.ConaVuction Notes: ` • Y » - l l.tllis rta�lon it ll �v�iments stored metarasta,tralen,Iordisposal or storage elsewhere. po P 1. Restoration acarides InohWa planing the listed treed and 2. Uns+dta6le wile,Waval and pavement wig be removed and shrubs to i=vne arse red shrub density. excavated 124nchas below existing grads. " - " �� Six Flags New England 2. The planted material"0 be randomy distributed within 3. 12-Inches of topsoil will be brought In a Mead around the (h the mansion area In a naturobtfashlort.Unsar tte to provide a-suhsbls piaming media. 16?3 Main Street planting shall be avoided. 4. The ats wi be graded 89vaith a gmlte sloped to the wssL - w apr> M8888Cb11Sett8 3. No grading at excavation shall be cmduclad. S. The entire are will be planting the listed treat and shrubs. 4. The projectoollard sairtist will supervise all work. Are M-iaua trd arse ffiWred� B story Lion aanted nt n aI shag be faastion.Linrandomly ear planth�eha e 6 8 ~ " " + » Site Approva l Planfitl>2 Schedule MW0 e4 f11 be avatdad. amrmn Narra Latin Name of PAM 10ua, T. aanq will be�d a�,Nehave Engle d pWoftnnthe PI soma,New R E R F.R C N T R • • Red Amrrubrem 00 12b24lydtes England CaromvaaioNWld®,e Mix seedmbdure. O. All wmk will be supervised by the projad wail"sciantsL ARE (22,040 SF) T'- 9ackOM 1,411130Vtstioa 60 121o24hdas 110diml Bumberry Vaboinho OD 12b241 ndwa " » F ~ ~ hecltadOxyrt- Alder Iyxeihosan diD ,2b2slntlrm Riverfront Area 13dab.ry d9rrrirsosnstlsrrls m 12110351rdme . _ Mitigation Plan Northern Carasdatahrrn M 21042. Anorueo w Taer Plants 310 » ~ - r Construction Notes: 1. Restoration aulvtides uheWde pkntbp ilia listed trees anti " 0 20 40 TT11 /'/� shrubs to provide a into and shrub canopy in the watand. s 2. The planted material shall be randomly distributed within the » SCA tN FEET ntataretbn area In a naturalist fashion.Uner platting shall �-� a be avoided. 1 3. No Wading or excavation shall be conducted. Riverfront Restoration Areas D&Dl Pnkl IMibr 4. The project Welland scientist will supervise all work 08M.00 0939&RMAIWS . . . . . �� AmE•fiv■rbat Plop--Am 4 Flaglg9ta.4M(g967a41,1 _ _ e RIVERFRONT RESTORATION •• ` AREA E (6,953 SF) MCA °i°"Mzftad. x 91.24td- War- ab MIN Mdr. vim RIVERFRONT RESTORATION �tiN �, �� •� cM1Mt�m1 a.rns+� a 4sbaM� vA71,RSSB$�1gB11 Bl1iSl�Inc. AREA F (9,614 SF) T,W„■, > . ,,. � - - - %- eerjtl®ema savke. 85.7 Omw Nw'ucom .l f..Rorba m POMW M.y+e.Mwtary a.M W ban and 505 Heat Wmzbta AVCM .htm.w M..wsew end rr,e d.mq. X 85.4 1 spdng�b,aa�4 0l-09 1 R_8 ' 4 F 2 t x mIn0trrdlaae+ u,M mind 4137a7-7,13•F'AX41374T-0416 7 I Nag ■wtl.d. �� r . . s No v+aty w mutt r.tl b.mad.e. 4 Tr.pe,ea wdead.el.Alr M M..vY.rental 86. x8 X 75.5 6.�AY ES X8 .3 � X7t Ar- 3-206 x85.4 7g. CB70 {STM _2 /naF.RvataTtetflOrianA,aa R=7 . pbasmsa.awra6u as of MOti Ur■a.b■ I] 12W% - .2 y� � � Z. � -M � �� vrrwr +weer. n uNed alhl O AffMMNd � r.W L7. ■ 12WASM X86.7 - w.aa■n w a ur.alra. :M.aa X84. wPhNlar N.w.Nyya■a 'D 4Zk.4L X83.0 _ woome a...oe r rs N z,a 2 3.0 1, Rp tl■n Nat; ,. 1Nar.aN■.rrw keLh r.me.t a.bam meant eu Wbdbt.,..�..t.r..,VM-,br ege.a«.area. S ..., . 2. UitarAMalM.aw.vara.ntl par.n.M.uMmmr.d.M mnlad 12�c1■tr heap l.k4p area.. 87.1 C x 7. 77ia.ealeopeolwr t.b.,Mbrb a.pr..e.anneal x � ti + L +73.71 3- - a n.ft Abb.n.aasw. t.nt.wwaM+a..+.t A Tr.ordap.w M..NWIaa■t.YO.e■atl W.bnd► c1 X76.9 X 0 X77.4 a The ONq.d T!"I dw b.wrq.wy Mhaulwtl wares a. x 7 O rsegraton■rse ar■r.WYarhar.ar.usenet aNrY.ta area 7. on..M■e«wd e H ttl naa.been MNnara a.MAl. ' - .seal W M.e.a..aW -[nGn ,.N■.rd Pt.at New &I"Cw...eaWAMMM art need kL-. a TM palm w.WW .W"wB upur k.0we& .5 8. BF3 x101 .4 �J DCB704 A x87.4 \ it=79.9 3�LIL / 85.Fi2ox a zo� a X77.2 xF3-1 a SCALE IN FEET 1 � � 0 Riverfront Restoration Areas E &F V�4 RIVERFRONT RESTORATIONAPPROX 4" pyCLATERAREA H (904 SF) 46 X78.5 Aiwa-ANadtlat81',danAmX81.3 $�" eclwud. a Porabvar�rart R I V E R FR O N ES O R A J OIL Cv Nws LmInN■s Marc" We e.mw NNW W011WOM NOW" ad R. ante d'ms" WFWM a.r.� br,AB °io""eJ lAB [n.o..a., AA EJ ARE (5,2 1 F) J raaat owu.n6a u+oxMa. vr,NaM. tl1rw...ab. 6 �ti„� v40opA fmwrabue 3 41o91Md■s X 76. AMi= c*U CMka■,■Ikt1Y 3D 4b771,dr Nmkw mu*u 6 MOW Mon sre. Dean 0-br T.2M 3-206 ro N■gl7ry Wn.nsnMtvl M 121DUMMO N.0MV baoo 6 /2ti91Ydw a.p.trm. m NMctNd FMvrraJ'�. R1b3ewi.. VftHW HwwrM.vbdrlwr. 5 1210M 1 H A YB LE S s �� Cay.os■. 2°`. Transportation Improvements amsto,to n 2wan x Tdt ass Teo 83.8 a�, a. Six Flags New England newt.�aa bm, 7� OX. 3 4" OPPf R � ConMuatlon N Ww: • •. --��_. . ^ ,. R.d■..Man...waaa Maw nm...d d.nmr OVUM. 1623 Maio Sheet �f Q .f. V 1. Ra.tlwatlon aarrMMa Irrb+d.M,wiYrt U.Mb0 taoa and and damM on of OW fauntladon. X8Z-S munwInmeastwand■MAdar.aM. 2. r,.lsurwb.nnet.MIbebd ac wM WW..uwwas Agawam,MMWhUSM 2. TM Omm m*wW WW be rendonly diiMMzMd vW m Me and Wau7M to arada.0124w0m of moaal. redudan area in a naLw M,faaMm Unm 0"nu afiaM a TT.a1.,aM a p.d.d Mt vrM■aena..Npaa w d.ww.t I bawOdad a. The d■x*an,w be plarWrp at.Md.d ba.a end•.uba. Site Plan Approval r>p 3 Md a■A p w.xcwM,en en.M w oa■b.X.Q p x a, TM PrGiod.hand adW"NU OUPWI 0 21 WWk S ree ration a in al a u M eerdenUtl dNb$tlted vNtldn al raamtman erne In a maurd fa.hbn.IJrwr PbrnYn7 ahaM be avoWed. 84.5 a once 1.4.ee wd a-b.n.-been pWo"M.rdw area*0 be seeded uO Raw Enyud Wetland PNrft Now 7n@bpeJ.etw.tWd.Wrttlq rM6itp.nM wart. X83.0 ` U Riverfront Area x78.9 7 f Mitigation Plan d(o,__ x77.4 84.8 I � � � a•a.t`9 lWmbw X78.Fi SCALE IN F T ` River&ont Restoration Areas G&H aa3�s.00 x66.5 uVHR .., 1 ! 41 ,•i , fig Vanmse Hwngen Brus&%Inc. M }I 52. 4 A 1 l.md Qevelol� 1 x54.e 1 li RaThvammni sorvim ,1 ez2 27 � so6 BAN c°hmb„rAwcaue x I S 1d,Mamch°adu 01103 x54.7 / 6 4 413-747-7113•FAX 413-747-0916 s I 54J( x Area I-Riverfront Mitigation Area Deed Restriction xS3.7 X , Proposed(202,485 SF): sat -a9.o � t I4 I 1 X54.5 "Use of all land created by the line between the 1 � I x59.0 1 x69.1 / 54.9/ xF/ II . 77r points N 380379.5406,E 295885.6116 and N x54.2 / I ! 380383.4790, E 296241.3465 extending to the north parcel boundary,bordered by the bank of n. Fourmile Brook to the west and the to the limit of the 200-foot Riverfront Area to the east is hereby a... \ restricted.The restriction of use shall prohibit, grading, excavation,building, clearing,or other 5 . Sara ,/5s ej alteration of the designated land area in perpetuity, x X57.6 SX „ �� / ti f ; i unless done so at the direction of the Agawam 57.5 Conservation Commission.This land area and deed � %72.aRIVE F T RAT hF+xa / 5S7 I I I restriction has been designated as Riverfront Area R A` 2 485 F) 1 11 1 p mitigation pursuant to DEP File No. 87-49I. " X57.4 } X ► ) s6.a X57.a x56.5 X57.1 . x567 � it � 1 xsa5 4.9 1 r. x56-a x56.1 /�( x 3 /1/ r / J r // x57A x56.2 //j�55 �yf f x 56.2 / 1 X 56.6 X57-1 % x/S.Y.� o ' x57.2 / / / / /xS6.7 1 r• 30595 x x56.3 SaB // /ff �4r - x57.2 X56.6 x6,.3 w r °'t' °y JAB [0-ey ]AIR -nr U, 6.3 X5G-9 56y7 ..-�J /f/ / x / �' +I•�Iy cw a�+.a by - -.. 54.4 / /// f�.J k sw m" Oa*w 7,2IX3 525 x56.e = 55.6 x / r ?� 1 r' Tr l.W Transportation Improvements s Xs7,o s 54. �� _ jl+ Six Flags New England f 55.6 i / I i Swain,Ma888Ch1 W03 56.ti 5.9 •x x56. / II I j 1 i.,,r r.. - x a k57., /Y`' 1 l� site Plan Approval 4 mA:e x66.7 x 7 3 -- 0-.,T1. N 380379,5406 54. �� 1 $ '+ River&ont Area E 295 5.841§. Mitigation Plan IVERFR N 3803 3.4 9 $ 54.a XNWA E 41.3 j r XW4 X RIVERFR 7 RESTORATI / - \ 1 11 4o ao � � RM-4 P x o r River&mt Restoration Area I as39s.00 0&19611Mawi . . _ Sl* te Plans _ Slox F-1-ags New nan Issued for: Site Plan Approval * *Date Issued: March 13, 2003riv e is a roj* e c rea Latest Issue: October 7, 2003 1623 Main Street Agawam, Massachusetts -E No. Drawing Title No. Drawing Title Owner: ecsR Premier Parks & Stuart Amusement Company C-1 Legend and General Notes .-16 Gn` , .Jra;ra •G za3d icresi=:v -Ca;1uof - C-2 Key Map Parking Area 1623 Main Street P.O. Box 307 C-3 Alignment Plan-Drive Aisle C-17 IJttlttteS Plat.- Park.it: Are„ Agawam, Massachusetts C4 Layout and Materials-Drive Aisle C-18 Utilities Plan-Pari:ing�::;;,t Applicant: C-5 Grading,Drainage and Erosion Control- C-19 l:,ltilities Plan -Pt.�ng Area raaiacr No DOW Premier Parks & Stuart Amusement Company WN Drive Aisle C-20 Utilities Play -Pat•kz.rg.,ks-ea 'i000 1623 Main Street C-6 Utilities Plan-Drive Aisle C-21 Landscaping flan r� P.O. Box 307 Agawam, Massachusetts C-7 Profile Plan-Drive Aisle C-72 Land,,capittg;' rt C-8 Typical Sections C.-:3 Landscaping Plan o� a4 Assessor's Plat: 1{3-3 ILL Lot: l SITE PLAN APPROV4L C-9 Layout and Materials - Parking;iuva C-24 Site Details Map T =`L■ AGA�r"1lAIL� PLANNING' BARD .Site Location M a /® am F.r fl -at and NAaiCriuli- Parkirigllat`tl C-25 Site Details Cl1 ACU r, D-06 C-1l Layout and �dlaterials-Parking Area C-26 Site Details C-1 Z Layout and Matc,iais -P<arlcing.Area C-27 Site Details C-13 Grading, Drainui;,�:and Erosion Control - C-28 Site Details Parking Area � !/ c::) L-14 iirxdinl:, ?],aittttgc and Erosion Gatttrui - q ' = -, ?'asking Arc<a o C-15 Grading,Drainage and Erosion Control - > Parking area D CO rn cn Reference Drawings Sv-1 Existing Conditions Plan-Drive Aisle WR-1 Wetland Area Restoration Plan Sv-2 Existing Conditions Plan-Parki-ing Area WR-2 Wetland Area Restoration Plan Vam use HangmVrudUn,Iris. 1 Sv-3 t'.xsti3�tr �.utiilii.iuna i'I:3.:-P i Kt��g Anc, RM-1 Riverfront o v 4 2003ont Area Mitigation Plan Land Development � Environmental 5crvion e Sv-4 existing (:r;.;ciitions?Jan-Par._:ag Area RM-2 Riverfront Area Mitigation Plan � No.��mo Nu Sv-5 Lxtsting Conditiusis Plan-F'arki�tb!lrea RM-3 Etiverfinnt Area Mitigation Plan 03 �LA�� - RM-4 Riverfront Area Mitigation Plan ,o 1,01 Denotes information to be submitted as part of this submission to the Town of Agawam Zoning Board Doomes information to he submitted as part of a separate submission to the Tom v=:i4 A,!�awatn Zoning:.iosrd !?ASP.SERV./GD. OF APPEALS At A 2,V] OCT I La A 8: 51AIGAWAM. MA CA oz zOU m n xm a j! j5V . "112 m a � s P1 I,g� � s � s = 4 Al Igg al. fg U, H as � �, X n $ � egg x Y 1 : 8 1� N 9� �N IN �2 x�k Z■ #oaf � A S�=C � �� i�� c� a� �� a � � Df�� Calu o�11 bS$ a� • ��...i x 6 all R p _ r f 3 ■ � � s � � a ■ �'�• • � i 0 ® $o as •do a • E3 L� yY ' :E �L O g jF3:_ .i ly I s 1 3 ♦ 1 ® Lta�• $�t Z'0 $o Sn 8 3e o © C7 s b io Tr .61 Pl a i � I I j 8� I E I I I I 1 � i � �.•S _ � k � fl � i I 1 I I I i � ® _-' .4.:.E • f �I : N , INSP.SERV./SD. OF APPEAL g$ . r MA I+ t�� e7S v3 v � � � �i F � i•i�i �� VS g r'�Eda _ a z I . 17- 1a�.4?i# ! ; --L— ——— -----=s ��_---1 !I I _ f I I ' I I �I �ILIL f I f all I .r '� ,:t.-� Lam` ;�• h� ".•.•. �� .. .: �1: .{. �' - ^r aaa ••- "" — � � _ � Z _ _ • ) ' �.' '1. Via. "�j _ . I s ti i I } iF tz' t , X •'3yy I j I I I It t S$S I I . L—————— �S r! 1 �4 1 I I N } 9 i a t ❑:\0834a\�oe}7c\e,w,se,\su"Set\9a39&-♦;,�-a.q 1 � f ' q A. Vanmm Hanger Bnm&v,Inc. [And DuvakpomM i ° � r t•"'h tj ((("' � � 8or6a®aral 3arvicas 0 p f r n y rrr 1 4M747-7113•M413-7474016 22+oo ..1 �. 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TO -7 -21+00 '�- •.� ...`.'�„"_.::...,.1��- -.. 23+ ♦ . • . • . . - \ i r/ aka ._ --.-• ...��..�„ _ j;`�.._ f 4`� _ �' , � ��J �l.ti...f 1 `Ci _� 5 eat ��• � '•�� / ■y•. - ,,v --. � e 1J� .✓11 �� „r✓-� IN�I •�� OVAET 2In mu 1 9 G �w � � . �� e ♦�" 4" DIA PVCj SP(i-21 FpR E a � 1`"` ~"' --•� -! ?� MAIN (END ) AP 1 )I 7 -f— _ +' -�-^ —� r BOTH END - 1, _�. �`�-� ,n.m• � .940 5F ou ��Y4 .,._r•��. r WETLAND _ o !_ I _ '_f��.-} I +r I 1 Piro Ltdox IGp7103 12P _ � .-.. - ..�` �! '^ i�'g_.', ,+� 'I, u.lw•a br JAB 1•. br A a«kw by gp _ r„ '� 12. O - - I•• �— �� ,i{ \` f •;, 1 nV -� ti..�_.��_':I•'�1. € W by � _by Transportation Improvements TIE INTO4r IN WA MGU f� T- Six Flags New England l} �?qvE Ems t � � ++• a �� -�+ - /` Ji5 — J!y - "r L� '� yam, t11 iF PROXdMAt LOCA EZOh l! (t Pf t „�. f 1623 Mein Sgeei TM 8 Sa FT._ ry :'�Se:n our -••-1!••., j Agawam,Massachusetts Z + SAihII! eo ,A a.., 1JMIT OF;WORK\ 000 'yap SQ.FT. _ _ ' � �� SiteApMYSl i 7 [ ,•i ` ?y�^ - �� .I�! ��u menu w. r" / f �_^.�—__ ns l t Fas uu s1Ue PROY•Rb ! � ��• i w '°' -�. f ( _ _ _ _ '• �" �eia:,,`�°`T+ i-tea a7} BY OF NAY 0I1R�X' ISI11 1W17FA 1�Ap\E N kOUIE 1�.. p ODNTRACTOR TO CREARE"ALE r/ _ , m - ,ss �-,�, t c�, { TO CON14M AETLANDS IN Finn ��{ � �+, =-�•+a 'ti.. 1[_ _lam T\ l �i r f Utilities Plan- t\ MO 5F VEI AND WTICATION O j 1 100 TFt .':': Drive Aisle I { _ I • . - . . _ f'm-:P1' r r •' E+,aM,•� 1 wv'.+,a Mnner i a` SS o WATERMAIN FROM TIE IN AT ROUTE 159 TO f E f 1 �f t _ _ PLACEMENT IN TRAM DRIVEWAY IS SHOWN L ___� f (g J I �Dlw�. r'' S CONCEPTUALLY ONLY. CONTRACTOR TO USE II p BAN . - CAUTION WHEN EXCAVATING IN THIS AREA TO AVOID - 40 a 40 $0 CONFLICTS WITH EXISTING SIX FLAGS NEW ENGLAND SCALE IN FEET UT1L171ES NOT SHOWN ON THIS DRAWINGS. lglq'} vam 083WPkK-drr,6dn6 P.\oe398 eaa\Ia\p�on.•t�j�u Set\OA39A—PROf.a.q Vmmse Eangen Bmuffi;Inc. ~ [sod DmkTmcmc mnvhu=mw SWAG= SOS Bdt Cmh®hm Av=m 9 e1d.1/a smcbm 001105 413-747-7113•FAX 413.747-09I6 P" STA - 10+41.53 PM ELEV- 90.73 A.D. -4.50 K - 15.10 68' VC Q nG o _0 W 90 � APPROXIMATI LOCATION OF LOW LINT ELEV 7110.47 EXISTING ELE TRICAL DUCT LOW P NT'TA r 15+ 1.73 BANK. CON ACTOR AND OWNER TO RIFY VERTICAL ti ti PVI S 15 TA - +21. AND HORIZ TAL LOCATION P ELEV- 66-72 IN FIELD PRY IR TO A.D. - 10.00 CONSTRUCTIC 4 COIMAENCEu T. J K - 30.00 \ \ \ 300' VC MEET EXISTI 413 GRADE ^ w CONNECT EW WATER MA1 TO \ \ . E1aS71NC Y WATER 4A1 Al \ �vv / FORDA CE MAIN TRAM SEE SITE S \ \ � m }o Y N 4 � n .' ry FOR CONTINUA ON. j�m\ 1p wzz eo >> +onF ,+try \ \ Momrzz ? a> a> � MAN SITE PLAN F CoFE"TN��MTtQ OF WATER 70 APPR XIMATE LOCATHIN OF 12' D / EXIST I G ELECTRICAL DUCT BANK CONTRACTOR iND I OWNE TO VERIFY VERTICAL IN fl PRIOR TO CONS RUCT11014 CDMJA1 NCEWEIT. \\� 01 COMPA41 TEO \ �� GRANJLAR FILL ~ a""'°br TAB °ivin br TAB 11P 60 GD a»rbtl by m-w by FIE1.D VFt1'.40' °°" liry 12.2003 rLEVAlftO I OF 60.80 \ � Transportation Improvemonts f _ Six Flags New England . 1 / EXISTING OUND AT 103 Main Suva FES OIl .Agawam,Mauwhumus 6RQ Site PlanApproVAl oI�W m O °i m W rn ma CO � lNa g� ✓� a) h 1� eom m a0 07 m p�.iq T 4 10+GO 11+00 12+00 13+00 14+00 15+00 16+00 17+00 7a3+po 19+00 20+00 Profile Plan-Drive Aisle 40 6 40 60 �.�.... a 0 a 8 C+ram SCALE IN FEET I rnm1Ltk.419+0 4 ' 7 28 a.l.n ti l0 f v/rt� 08398.00 C.\o,coRenKR aw s.1Kmy,\ x..\p..��\oe3sa�yl.,..e\F.pR.�\os7sa-rw_na.a.y CONSTRUCTION BASELINE CHAIN LINK FENCE MOUNTED ON GUARDRAIL 2.0' S' SIDEWALK 1.67' 1.6T • CONCRETE 11T - - - VanameHangenBrusfft Inc. - CRASH BARRIER 12.0' 12.0' 12.0' .0' 6' 8' CHAIN LINK FENCE PRECAST CONCRETE TRAVEL TRAVEL TRAVEL TRAM LANE ��EARTH LANE LANE LANE Lid DavelppmmI MODRETAINING SYSTEM PRECAST CONCRETE Bav>re.rza�l Sar�+n MODULAR EARTH RETAINING SYSTEM EXISTING 2-8'00' FINISH GRADE 12' COMPACTED GRAVEL BOX CULVERTS EAS11NG GROUND CUL'IE FLOW BITUMINOUS CONCRETE PAVEMENT t JS_ BINDER COURSE 79.6' t- SURFACE COURSE 1 Jf" BITUMINOUS SURFACE COURSE 8" COMPACTED GRAVEL 1 JJ BITUMINOUS BINDER COURSE I (1 V MAX STONE S12E) COMPACTED BACKFlLL TO SUBGRADE CROSS SECTION OF CWVERT AT TRAM ROADWAY N.T.S. CONSTRUCTION BASELINE CHAIN LINK FENCE MOUNTED ON GUARDRAIL f.BS V SIDEWALK i.T e' CHAIN LINK FENCE 1.67 FINISH GRADE CRASNEBARRIER 11• S.0' 12.0' 12.0' t .0' 26.0' 6 PRECAST CONCRETE TRAVEL TRAVEL TRAVEL TRAM LANE MODULAR EARTH PRECAST CONCRETE LANE LANE LANE RETNNING SYSTEM MODULAR EARTH RETAINING SYSIEM EXISTING PAVEMENT BITUMINOUS CONCRETE PAVEMENT SURFACE TO BE REMOVED- 1 4" BINDER COURSE 1' SURFACE COURSE: 12' COMPACTED GRAVEL COMPACTED SUBGRADE 8' COMPACTED GRAVEL 1 h- BITUMINOUS SURFACE COURSE (1 A' MAX STONE SIZE) I h- BITUMINOUS BINDER COURSE COMPACTED SUBGRADE CROSS SECTION WEST OF QULVERI AT TRAM ROADWAY STA 1 4+00 �r Na. RMYen p.L ord N.T.S. M;"0r MB o-..n sy JAB Jw w ur IM GD w. by Aw—E, sw.N.T.S. °°" 1>!rJ 12.2m 1 K' 00i!INJUS SURFACE' COURSE —1 Transportation Improvements 1 Ca' i3l"R 41NOUS BINDER COURSE 1 12- C VMPACTEi'i GRAVEL ; Six Flags New England Co"�CRETE IT'- ' CONCRETE t623 Matm SUW CRASH kYARRIE:R� -CRAS€I BARRIER Agawam,I��a ssausett8 FINISI{ CRADE� ` - 18'0 �^-FIFIISN GRADE. 1�w — _�— Site Plan Approval COMI"AK.TED SWrA AW --��PRECAST CGNCRETr MODULAR EARTH RETAINING S)'5TEM CULVER, -+---FLOW E-XISTING GRpiJFID sir r ca.a� APPROXIIaATE. WATER ELEVATIONS---' t2" COMPACTED STONE BEDDING Typical Secdons TH9PI 8'00' PRECAST CONCRETE 17'. 12' IMPERVIOUS FILL REOUIRI-D AS WATER BOX CULVER75 _ BLOCKING SUBSTANCE TO BE PLACE Al THE WID POINT OF FIRST BOX CULVERT SECTION CROSS SECTION AT STA. 66+00 PARKING AREA N.7..S. c_g .00 $;%.11,410103uls osT�e.oD +�Kia�roL�K.raa3�saumrl,�3�.1„� If Yy Ir M � z 9 2 y ¢+ ap A A jig! Q � � Z Y •;.a � �3 � i .may C \ r1 Al •{�1I' f O .: �n dog L yet rZ t �!••--Fi-- y, V N 5v NDIL.q asbe �1 .,i?uncwew r o el JR z :ti r + � ✓r yF � ` • I V1 �W Y QQQq Z� 5• Y 3z� ��p U $$ { I � 6 2 v a .•. � J�N Iu M O k[r• � is �� W U � � � N m 1'. e2j ✓i N ra lam. .,Nip. •i D � � �'i_1� � Y ^I J �t° �.�. �� fir/ n' r ers Nccoas give o ti g� N o0: �ItifMA01Y U I ' SN& Z cc �iDtar T bbab J SL �ih 9`1 V) w : uj xKp J 1 al - rl M i rtS JZ. fE „ IIf`If i I i , w —14 7 L •.. •b aL o gk Big r l n ^�• 6 � a� A�� Bit, WIS owls ,m GI zk wou s 3s t,un3S MiE z z ic 14. Z g •ip•a �9�fi' !��prs' � p `� < +z 3aka wrwp g � meaawoo as� O e L u S��YA MwIXYw,6-.S • Z Z E E V � y e-\Oxw.w.Ia ono s.+/m \par..\Oo4�1aa\oa3ae mseH\FVA•p1\Dessa-DET-DA Varume Hangen Brustlln,Inc. FE' x Y 2 Tm m F I Np a ou X T.Wed Devebpmeot - . PROVIDE BASE COVER I! SYSTEM �1 er MPG 7 B' e' 1 Q'+ 9177f�cpC�lStrv(Of! AS PURNISHED BY Pou MFG. I I 1'CHAMTEIR 12" LICHT POLE BASES IN PARKING LOT TO BE PAINTED YELLOW _ Y #3 HORIZONTAL TES O 1Y C-r- $a� --- i R DIMPPA71 b 4-05 V0-nCAL--EO.SPACED -- FINISH GRACE(MATERIALS VARY) SAFETY BM(S) I 4' LOAN DRILL AND HORTM H.ONTALLY 140.6 ROAR EQUALLY SPACED ) ?i ♦9 z,TP.COVER Is, - I BAN I 24--1 BAR I - 30'-2 BARS I 3 CONDUIT AND GROUND ROD 30 �PR-2 BARS I I B �LENTO CONNECT TO INSDE METAL POLE AS'-3 BARS I I W1N FLARED END N" SEE ELECTRICAL PLAN FOR St2f Nola:SAFETY BARS TO BE I I INVERT ELEVATION OMITTED WIDE I (rep.) IY TMCK {3 RWM INDICATED ON PLANS ( IRPEWAOUS CORE 1• COMPACTED /S REBAR � • PRECAST FLARED END SECTION SUHGRAIIE COMPACTED SLOPE 1:1 MAXIMUM SUPGRADE STONE FOR PIPE END BOLT LAYOUT • ' �f COMPACTED OR jr MOUNTING •�•• / I I 2 TOPSOIL. MNaS� vER PROCEDURE ewes '�________ --- _- 7' S ENERGY DISSIPATION BOWL FILTER NCO= COMPACTED"GRADE 5- FABRIC UGHT POLE II'MMATIDN DESOEI IS SUBJECT TO CRUSHED STONE CHANGE BASED ON FINAL POLE AND FIKTURE A-A BE STONE SfZE1 SELECTION AND fEOTECHRIM SITE INVESTIGATION. Li&t Pole Foundedoin Detail(Up to 40'Pole) 3/02 Flared End Section WES)with Stone Protectiou 3/02 suamoft Foreb" Q2/OG Debmd=Bad D,/„ NTS S—ve6 IIEV LD-310 N,TA. Sown.we RFV WJ34 14.TS. NrA STAKES (2 PER BALE) DETDITION .r.I •rry' s> SASN 1J�, ■ IV x 4"WOOD STAXE = jYpl�`j I�'7 I�r OR APPROVED EQUAL (MAK) - :�■ ..4f S o#�' oa#iG1 -•';;•'- :C - 1 t2" 80.0 m, 84.1 3O• 45'.6 BIG au6dD t".1'a S WOOD srAl[E, BALED WAY 2 lY 8O.0 1Y 81.O 30' OQO a2.a a2.6 86.0 SILT FENCE (2 PER BALE) `.��,1:._ M0.I PIM Upd" I TOHB m IMF F t FILTER 3 12" 84.8 tY W.1 1 21" 04.8 1 BB.D N/A 91.0 • - .. FABRIC r--� TOP OF BERM 5 k 88.2 8' 89.2 12- Sm.01 edO 880 I 88.0 yf, t ".".,fr • R• �B.. I A TOP OF SLAB OVERFLOW TOP SLAB uO dwr+.o e� o.nw�by j AB �aw.e nr JII1 RW1AP SOURCE I — SG°'HTA. I�r12.2OBS OVERFLO ' OVERFLOW bvb*i Tx» R WEI HEIR _ Transportation Improvements WORK _ � A •..� •' y BALE TWINE TO 8E 1'xl•:3'WOOD STAKE• WALL ; OMCE PARALLEL TO CATCH BASIN IUD Six Flags New England ` _''-• GROUNO SURFACE GRATE In A PIMA INV,8- WING WALL C" D '•- -l.~`�' TRASH GRATE(GALV.STEEL OR APPROVED EDUAL1 F10M "y''�:. STAKED B,4E5 FiLT{R ]]RR TASTEN TO CONCRETE SENEWALLS WITH WL71 ORS )IQ3 maim S&M // U GRATE PROTECTED FA C ( AS 2')f OPENINGS) eep,,.w Massw use2Y8 y� 10' �'6" �. RW OF Y CJ T 4INTO _ ORIFICE A GROUND 7 - IN ORIFICE A OUTLET / a-(MIN. f EMBEDMENT 1 % PIPE INVERT ENemMEHr 1 1 F - Site Plim Approval IM++T) •' cEv©rr cDMCRL�E '.; �.rS''Si. EMS ME/IT qJ7�� (MIhLJ 0"(KIN.} STAPLE 111 m3 PPE �•' INVQtI '+Z" 1'(MIN.) B �' 1., -4+1 '.: _g ,• �� 1"LOAM IxraTy Txt. i 12' 1Y NaW: COMPACTED COMPACTED :.L - ,� `• GRAVEL GRAVEL v" 7777777 777 - 1.ENCLOSE STRUCTURE WITH HATSALES 1IMMIMAIMY AFTER CATCH _ STAPLE BASH CONSTRUCTION. MARHTAN UNM PAVING BINDER COURSE '0' f g^�� & �� IY 4 g -�-r '� ' '"Da• . Wood Stets IS COMPLETE OR A PERMANENT STAUJp CF GRA55 HAS BEEN !7 .>;i' •gy`pQ�v o�T t$ ep ,$, Site Details PLACE 4' OF FABRIC Jadm Derail ESTABLISHED. 0 8 �: .N=�o a-oTi. ALONG TRENCH AWAY FROM PROTECTED AREA 2.IF GRATE I$AGAINST EXISTING CURB THEN HAY BALES ARE TO 1 BACKFlLL AND COMPACT. BE PLAG�MOUND THREE SIDES OF GRATE ONLY. COMPACTED SUBGRADE Now 3.GRATE TO SE PLACED OVER FILTER fAWC. A PLACE ONE HAY BALE PERPENDICULAR 4.BASES SRMA HE HNIWECTED PERIODICALLY MID AFTER ALL &ONO HAY BALE BAmrXR(100'QC.). STORM EKNTS AND REPAIR OR REP1,5CE1E?I1 SHALL BE POWOfta PROMPTLY AS NEEDED.` Silt Fence/Hay Bale Barrier(Embedded) 3/P2 Catch Basin Sediment Trap 3102 Multi4tege outlet Control Straetare 'roe jp1" C-25 N.'ra Sawa V1B LD-654 N.T.B. Sowao: NW ID-673 N.T.S. s— *0 REV LO-162 GVL Ib.4NWa / sr25 .r28 C:\Document.wd Seit,n.\ mn\Ueot°p\Dssea\Dlms t\Fwl:et\o939a-DET-DA.O, Vanlasse Hanger Brustllr4 Inc. enYlrcmmmw 8m'ioraa 4•CEMENT CONCRETE (8" IN VEHICULAR AREAS) W.W.MESH(6x6xW1.4xW1.4 CENTERI � � I FLAT SHEETS- SURFACE 12' CURB5" VARIES r• �E" T�I : I I -_LILT V9 OF RARAES ENT CAPE C00 BERM BITUMINOUS 1"CHAMFER TOOLED JOINT FINISH GRADE A I j ONO.PAVEMENT t65_uX. LANDSCAPE I \ I 6• 2. �TCP COURSE) FINISH6'REVEAL A AREA(TYP.) I I �'�pP�p'D• ,�.i' SLOPE \ BITUMW WS PAVEMENT YARIES-- \ ONO.PAYEIIFNY �BtNDER COURSE) 0. is 90 e o B'COYPACTEA GRAVEL CUM-M l `�� I °�M •-� Jam' SEE NOTE 9. t STONE SIZE) 'V• i. �4 >• re,�'ai$ �. p F\ 'T!F>-`<. �h D .g' AM a4 4i h qr h+ COMPACTED .�..a ` �I � 4 Y. LIP MAX. SUBGRADEnQM h r YquLu ,�4Y4_ ,'a 7• ) SEE NOTE 9. `\ ,``4' r'{ X,LAP MAX. OM/: NOW&' otm COMPACTED GRAVEL COMPACTED EXPANSION) (1h.MAX STONE S12E) GRAVEL JOINT SEALANT _ 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5('x MIN.). 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5 OX MN.). 1.➢ROVM EXXPANSON JOINTS AT 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X MIN. 30 FT. O.C.WITH PRE- COMPACTED FORMED EXPANSION JOINT . 3.THE MAXIMLIY ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X J. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X SUBGRADE FILLER•SEALER. ° ° 4.A I NMUM OF 3 FEET CLEAR SHALL BE MANTANED AT ANY PERMANENT OBSTACLE IN 4. A MINIMUM OF 3 FEET CLEAR SNAIL BE MAINTAINED AT ANY PERMANENT OBSTACLE N CONCRETE o.o D ACCESSIBLE ROUTE(I.E.,HYDRANTS,UTILITY POLES,TREE*^c SIGNS,ETC.). ACCESSIBLE ROUTE(I.E.,HYDRANTS,UTILITY POLES,TREE WELLS,SIGNS,ETC.). Now 2 PROVIDE TOOLED CONTROL SIDEWALK S. CURB TREATMENT VARIES,SEE PUNS FOR CURB TYPE. 5.CURB TREATMENT VARIES,SEE PLANS FOR CURB TYPE. ALL CURBING TO BE MACHINE EXTRUDED JOINTS AT 6'O.O. h-PREFORMED EXPANSION JOINT 8. RAMP,CURB AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. B. RAMP,CURB.AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. 3 PROVIDE BROOM FINISH IN BUILDING FACE. 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION, 7. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. DIRECTION PERPENDICULAR TO F1XED OBJECT, CURB. OR CONIC SIDEWALK 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN MOTH(EXCLUDING CURBING)A 5'x S' 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5'IN WIDTH(EXCLUDING CURBING)A 5'.5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TD EXCEED 200 FEET. PASSING AREA SHALL BE PROVIDED AT INTERVAS NOT TO EXCEED 2D0 FEET. 4 CEMENT CONCRETE SHALL BE 9. ELIMINATE CURBING AT RAMP WHETS IT ABUTS ROADWAY,EXCEPT WHERE VERTICAL CURBING 15 9. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY.EXCEPT WHERE VERTICAL CURBING Is 4,000 PS-TYPE D. INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. INDICATED ON THE DRAWNGS TO BE SET FLUSH. Cape Cod Berm(CCB) 3/02 Monolithic Concrete Curb(MCC)&Sidewalk 3/02 Accessible Curb Ramp(ACR)-Type'B' 3/D2 Accessible Curb Ramp(ACR)Type'D' '17 N.T.& Seine VB LD_407 N.T.S. S_ NIB LD_421 N.T.B. SIN WMB UD_501 N,Ts. 5ol,rp; VHB LD_503 1Ye•BITUMINOUS SURFACE COURSE 2V BITUMINOUS BIA%ER COURSE •p' E 12" oQ°`0 4 12 CO EL AC" COMPACTED GRAVEL AISLE O$ O a ¢4' Wd1 CENTER SLE iFTAIL TREATMENT VARIES gPo° °o9g }� L" x-er � as .by REINFORCED PRECAST CONCRETE CURB --- r..a a,�ti er :7-er i"CHAMFER VERTICAL GHANITE WR3--�` I COMPACTED SUBGRAOE sw. DaI. N.T.S. M�12.2003 TACK COAT TREATMENT VARIES-\ \ PNOT'OSED E77. i Itial.c,ra. C��IENT 1 CONE. PAVEMENT HaA��]e ppponmt j- / Transportation Improvements CONTROLLED LOW \ I r-TACx COAX q .LL - _ STRENGTH MATERIAL \ I .� E:NLN011_ED EON- a I T EiWE SKID- Six F�g�S New England CURB IS SET AFTER BINDER SLOPE VARIES .._`_.__l_ `"F CUR lH MATERIAL / I�RE%TANT COURSE IS IN PLACE 3F CURB IS PLACED '� m AFTER NWDER COURSE bI �°� g` •d L'�,. pT`" j < 1623 Maim Sheet Yt ;,r- _ r;� '�^'• _ 1 if BITUMINOUS BINDER COURSE' BITUMINOUS SURFACE COURSE Agawa 1 S4 M8nhuseus 'pvl.u:? _ {-•`ytr}a. r�it'�' -ti }.�. _ ,, ..�arQ.+�,pgyq,aYY �,�'.'' Y�iY • � -_�� 4�p�� :•p.• °p ...e o.: 1 5' MUM. a telN,. n *. � •--s �y. § pew r Y° CIA �, Q a°° a e.. a,Q.. ��E"ADUaCC( NT� __---_.�. 12"COMPACTED GRAVEL TO LAN-ACCESSIBLE Site Plan Approval ie H• .t s' .. >Y• c >-�-. - s.�. o n O ° a SPACES s�1 `` W.DTI l VAIITE 9 , ,�1tPn be .R' c� STO° °a o °ntg AOCES=IDLE PARAING JJ 'M_J 9rw,M TiW SH LY 2YI DOWEL SOCKETS S�', Q 1, u $MALL BE FURNISHED AT ENDS �r OF ALL CURB SECTIONS TO 6" 4' 12• RECEIVE 1/2-DNA.DOWEL •%•rv'.'k�/F�:era' -COwp'AC TED I SUBC•RA,TF, COMPACTED SUBGRAOE YIN. COMPACTED GRAVEL 6. r"�L t (1h-MAX.STONE SIZE N}• GRAVEL BASE Somil tdDutyFledW lJl6Fdt _____ PTeeftl "- -COMPhLTm 5UBGRADE Site Details 1, ^LL DImENSIONS TD EDGES OF 4"PAVEML.N) Sl+ii�+NO. 7. ALL.S OE'STRIPING SMALL DE 4• WT SOLD IH:TF PAVEmTNT Now MARKINGS UNIXS5.,OTHERWISE NOTED. PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND MALL BE is STAI L W EITM REFERS TO S'CLEAN BETKD4 im%1 BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATION EDGES OF PAVEMENT MAKKIN�:i ESU S . lir..rilq x..ub. Precast Concrete Curb(PCC) 3/02 Vertical Granite Curb(VGQ si02 Bituminous Concrete Pavement Sections 3/02 Accessible Parking Space ,/V_- �_�� NMI Seurec NIB LD_W4 N.TS. --- a .IOU - Lo_4o2 N.TS, Sous NB lD_43D N.1'S.- --�scarce: *u .�.."------- �I-..-�r C.� HL 010 v...l 76 °.22 10(l0103 08398A0 C Wocw.e ,e enn a sWc[.s�'.bweop\463D6\plp�pl'FyR.af\OB39B-0£F—OA aw gLN °NUCKLM,o� vaAam Hangen Brtesdim Fist _ TIE WIRES TIE WIRES _ Tristupmution TOP RAIL TOP A w Bsas 3 UN' Lied�°pmOd . Yr DIAMOND BUCK 7'DIAMOND MM7H FABRIC w 6.15.5 POST Bn7ammeaw SOVICa W 5.1LS VNYL tME51i FABRIC OFFSET eRACIC w 6 BRACKET S£LYACE DF FABRIC M RAC KIKYCKLEO 70P t BOTTOM 17tUSS ROD -3-0 BOLT 6T+4 o c - •� . 4 0-9• ♦-3 mew �' 4' 8• e' •11i, SLO77ED""S USE SPLICE BOLTS TOP RAIL TOP RAIL FENCE FABRIC RAI FENCE FABRIC EOfd1EA,ENO OR b N N44 LINE POSTS CENTER CORNER.END OR RAL I 4+ BACKUWE POSTS P _ € Y BOTTOM RAIL- I" t'WASH n w PIA c WASH i° FIN.GIRD. i 2% e I FINISH GRADE I W 6•a 13.5 FDDTWA- CONCRETE CURSP51-TYPE 1� CONS FOOTING y-� m I GROUND LINE (3000 PSI-TYPE 1) 'l1 SO'.IOEA.ILK POSTS I ��yyyyy---------+++++ O CORNER. FINISHED I i 10'DIA.O LNIE POSTS PULL OR END POSTS NNW SURFA I 1 OR 1'-4"O CORNER, Erymull L-J �11�END POS15 1. GATES,TRUSS R005 AND Juba NOW: HARDWARE TO BE AS M GATES AND HARDWARE SO BE MANUFACTURER'S SPECJiTCATION. AS FETE N HARDW RE TS STIBNT MANUFACTURER'S SPEDIF'IG6"OLI LITERATURE FOR APPROVAL Chain Link Fence up to 6' V to 10'Chain Link Fence a/02 Steel Beam Guardrail with Steel Post(SinAe-Faced) N.T.S. SO~MY LO ISt N.TS. Suers MO REV LO-46c N.TB• Sourwr.VIR REV LD-Au A. BURY THE TOP END OF THE JUTE STRIPS IN A TRENCH 6 OUCHES OR MORE IN DEPTH. SECURE 16TH ROW OF STAPLES IN VERTICAL W- TRENCH WALL,6 INCH SPACING.4 IN W 6a6.5 POSE 3•WN. DOWN FROM TOP OF TRENCH W ILA"PA- 7 B. TAMP THE TRENCH FULL OF 1,- y,L SOIL.SECURE WITH ROW OF I';I . OFFSET BRACKET gWFfESxEQj3 4TINCHES DOWN APLES.8 HFROM pTHE 4 .'i•4. l_j' F-}-70 BO4 TRENCH. .111 V;1. 'b TYPICAL '+ � SIGN '>• ==__s;S IIWWr by JAB CA-by SAT! ariw by P y�. elf. 01)*.rt by Alit by IY ]ob 2_O C.OVIl—BURY UPPER END OF LOWER }. 6 � ��N.T�S. MWy 12,2M STRIP AS N'A'AND W.OVERLAP END OF � 27f'DIA.STEEL POST + '� PIM-�� (PAINT COLOR SELECTED TOP STRIP 4 OUCHES AND STAPLE. + \\y �.•� + Transportation Improvements 4' B• e' e' 4' BY ARCHITECT) .1x•SLOTTED HOLES + ' _ Six Flags New England VSE SPLICE BOLTS .4 =____ - �•��`_ .� 1623 Maim SMeet Agawam,Massachusetts* •I 4A BACKLIT' I O. EROSION STOP-F=OF,A11E S. u PUTS I LANDSCAPED AREA TAMPED DOUBLE ROW OF \\��`�� BURIED IN SLT TRENCH AND \`.R+�� zs 7 y+ STAPLES== _____ \\�\ - = 4 ANC'TE OVERTRIP LAP OF Site Plan Approval TWO OR MORE STRIP \\ W.DTHS ARE { W 6•te.5 R£Ol14RED.STAPLES I I 5'-O•L6. \\\��=ti - ON tit tHCH CENTERS CURB I I GROUND WE - 1CONCF£TE SUPPORT 6 \\\\\1 +�,±_ STAPLE WT9DE EDGE I I ev - \ 2 FEET ON CENTER. FINISHED I I OVERLAIP� \\\�\ ,.��,w SURFA I i ]• ` Site EWAaUs Li Y� w1DTH NMAL OA WMR .tNSTAUA`RON$HALL BE AS PER MANUFACTURER'S RECOMMENDATIONS Steel Beam Guardrail with Steel Post(Doable-Faced) 3/02 Sign Post_Type'A' 3/02 Erosion Control Blanket Swale Installation 3/02 C_27 _swrP« w.B REV In_,se N.iS. Sawc.:we ID_701 xrS. swFRr>,tM3 lD_OBI Alm 27 28 .�pf 1a��3 oYs9s.Bo +� s c. Doa.Amta ma Stain �pwo�0«aI \essee o, nl,el CAs]e-�*-�A c. Vm CFAAME k GRATE rTOP OF GRADE _ _ _ _ - --' - Vanasse Hangen Brustlin,Inc. GRADE wusrER �' Tr411tppTT07iOD 24- ro tAnd D"dopment + 6�- PnvmmmmW 8amm 'HANDLE FOR yVr., KWH PyE iI PVC HJGPIP N RFLOVABLE ./4 1C HiQS 4'R OUTLET DOME AND TEE �/4 CAP R15FIi PE6NO712 `STORMCEPTOR 4 INSERT Cco - TLET S S1 4'Y INLET ♦"4 WTIEI' m E _ _DOWN PIPE(RELIOvABLEY RISER PIPEs.. E HE E (TEE OPENRJGS TO FACE SLOE WALLS) Sgsgm Dz29&Rabj;r Sat,In Thm Plan Vim N6tm I.THE USE OF FLEMBLE CONNECTIONS IS AECO"INDED AT THE OUTLET WHEW APPLICABLE. 2 THE COVER SHOULD BE POSITIONED OVER THE 4"0 (1EAHOUT/VEWT PIPE AND THE 4"0 INLET DOWN PIPE 3.THE STORIACEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S.PATENTS: '/4983148,45498331• 0i725780, 057S311S, /5849161. 4,CONTRACTOR Ta 08"Of CRANE TO SET UNIT(HEAVIEST SECTION NEIGHS 50M LP) 4.%Galion Precast Concrete Stormceptor(STM) 3M3 f-HARI SIAAES OR DEADMAN(I W r --TRIE PI'I ROOT$AU. WY WiRc Afh OIjLkW7FR �BLAOI RLNFORCED RLFOBrR 1 PL=Updtbm 1a07A3 dIP �1 Y % HOSE.!ABOVE nRST URANCH) wv AniAa M.I. .a �: -IWiFL STkAFIDS CF CIO GAUGE u..Iv»M er IRS er J� h>IfN I TWISTED GALVANIZED STEEL MIRE N.T.S. M,12,2003 TIOPIN' ROOT BALL ��/ � /•'�� -••'r.s'HARC'W"STA/.E y.M nv. FINISH GRADE _v?��- �!G (3 STAKE5 PER TREQ .3.-PINE$ARK MULCH. DO NOT }_-+.��1`` � % Transportation Improvements -OVER MID C OR TkL,& Six Flags New England j UWTIE 1/3 CUT A r R AURLAP IF DMIS'T THE)C W GF ROOT D. r TREE SHALLTT BE NT PLINRB. t623 Maim Shut IF SYNTHETIC WRAP IS USED. AFTEP,SETTLEMENT REMOVE COMPLETELY. �I �I --- ILI TkUNK FLARE 5H4 L DE SLOPE TO FORM sAUCGA. 2- ABOVE THE ESTABLISHED AgaW8.IT1,MBssBchusett9 PLANT BAMFILL W%TUR[ I3 MLk.+I GRRE reASNED GRAM E)7S7kG GROUND j—3' PINE BARK MULCH, i, Ef 1 V nurul 13``0 TRUNN I — — — Site Plan Approval SEOPr TO roau Y HI SAUCER / ` SST ROOT BALL ON —PLANT SAC✓FIII.'WNEIE AREA TO BE EXISTING UNDISTURBED SOIL HOIi. - 31iRFF 71ME5 N00MB LL DIAMETER CFI ON COMPACTED'oUBGRADF I 1. .�;�f-= - EXISTING EXCAVATED W1TH?i OPED SIO(5 l' A UNRE AND cuT Awl'BURLAP l FROM 1/3 Br ROOT BALL(mmj — — ' Site Details 4 - ' IFSYNINE-IIC IIIIS VRD. Nobb:_ �" ?,' yi) _ _ =S1:MOVE CCOMPLE711Y PROPOSED CRAOF I. LOOSEN ROWS A7 THE W1ER U $IT ROO]BA:L CYa Ek1511NL; - EDGE OF POOTBALL Of COMPACTEDSOIL OI?CN CONTAINER GROWN SHFU85. HDLr-,THREE 211 ROO?Bll[l NALiIER L C�PAC;EO SIcU;RAFrL Shrub Planting 3/02 Tree Planting(For Trees Under 4"Caliper) JA2 Flood Storage Replication Area(Section A) 4�fo3A C_2SFITS Sower-W's L9_!W MT. so.�Ir.� %m LD_6W x.ra save:ae t,.72E 29 0e398.00 q u h r� A e F v ll CQ all L4 _ 77 a �� xq I1 ♦n 9p p' d o v I[I7 „ b P cl1 k oil , ®r V Ijl n Q x i c a f a4 ! x 9S N B Z f x n x G ` ti ce x11 `1 se z n u3 Cg G Ozp p % p O () px x } x f n p e� x 2ll3ii[tg,p01 ip , 8 �a x � , m ox 1 N 0 '% x y ig h x 1 x 'xl d �i � 1 A • 1 1 x� • . . xa n x a � % e!x � o xf' n �e z �x m p m g x 'x x x � a C3 x n x n x X.. .„,Sx iagx It } x k n n M1 x P � x A % L •� % % x x v'k•(� m N A IC m % it 6 gx u 1 xn x i xm O X ❑ 3yv LNpai200114 u3� 6 %m xN n% J m x W 3 / BORDERING LAND SUBJECT TO FLOODING 1 ® WETLAND IMPACT AREA (1355 SF) STORAGE IMPACT AREA (187.9 CF) PROPOSED ROADWAY WETLAND RESTORATION AREA (1380 SF) BORDERING LAND SUBJECT TO FLOODING COMPENSATORY STORAGE AREA (679 CF) CONSTRUCTED EDGE OF EXISTING WETLANDS OR IN QkNQ SU_qJECT\ c� / REPLACEMENT f 0 NG I PALtT,AREA \ I EIEv 71' WETLAND l ! �!!l EXISTMtG Vamme HQngm M wlffi�,Inc. 940 ;'LAND `` / SOUND MLTICAT�p f LmdDevebpmomt . M HutLbpmobm AV== � ` � / t IN ELEVATION •� / `,`• 10 ` 2.3 / PROPOSED GRADE` 411747 7dI13•P 47-016 ^ � �'-12" MAN MADE HYDRIC SOILS SECTION A—A WETLAND REPLACEMENT AREA r 1 FOUR MILE BROOK — ---- �. , PROPOSED GRADE Tatb-LNmVmmQ*6dtA9lMfgIF.l =nmt Rar*M5dwd4s 11wrt AM1 77 QaAlty Beddui Nrlr Oyem'.l Ainr !� oil �.-CSI 'l;}' -�a ` _ —._-- -_-- -.... S7 , AWAA6 pAdmmo. 4CNf XU5 S4. r - n 8 ae�eraordt Oxst m W tataTy 3M139 WETLAND ox — b Matte 2a3T bISTU_RBANCE �+�nor _ a wbl e d mom /nov errai y�g ' Q ...-.. ffrr�r ----- A.rxµmne•1 _ - I T �/ ' B•tt1 NEM Nara an I �.. J 3 ttr.WIAM Ctmm1 mvbk ry 2&8 ��F'346 PROPOSED COMPENSATORY 2 �� I Its 1 --- FLOOOPN VOLUME(879 f 1{4t 1 Or 13JE9TJ W _55 3 �• � •+� tiam.a� 4 BTQP 00VFF0D NGING AMPACT AREA NhwAan m 7«� 95 CIF TOTAL). _ Ii+� rqr O C NTR TCIk Tq CREATE SWA p.rx-,m �� x l To 4R t WE O I c�p aG a ,ao� o- �M > — _ SECTION FLOOD I J / � n � � _ ~l COMPENSATORY FLOOD STORAGE LEGEND ARTIFICAL SNAG BRUSH PILE TREES AND SHRUBS PRESERVE EXISTING TREES i EVERGREEN TREE LOW ROW LOW FLOW CHANNEL CHANNEL HAYBALES�_. 7 �F p0.7, LINEAR ET .. �• l O J RE CEMENT CHANNEL � ,r •r PROPUgL GRADE 8x pR SECTION Ate . NTS Transportation Improvements z .004 Six Flags New England i LIMI OF 1DO' FFEF A c, I 1W main six 1I jlx�i42NIld3leFttdM' "^^ATaeFxlartFi9Y�adrs(t4,841A4>w1 r �.sw I �Yb BdOt,k+f Nrnt Cennuf NNn (�tt }` RaomertM,t9t1Yci > 45 AAbW" Rtd Lftb 40 Hf rr.J L $1LC Plan >7V81 xr �•i� d 4-4"Im 8.r1Pni>eFo 4EHT .- .,..ssl.A � �,�,:�-?��• �... PRESERVE 5D ON..raer C�vAft" EXISTING TREES A x 1 W %elnr movemm AMNAmd 3x.3S 30 CWmmBdQ xx / ", ,r; C".AT1 j IWO wits. wetland Area Restoration Plan PRESERVE m FtpAsttmddo' GmIkgA>P- 1r-tC ILO Oftm+mse e;I.d+.dAldz WwMW= EXISTING TREES UANT OF Tom. so9 Stlromxr yam UW8*0 . ■ � t4faldt�tapbld,pt�.id.a./x) � �r-v w.... 30 frisdaxa ammvh*Fvm 34kV 91.7 91. lnrt .92 40 1� 1. Tw *nQa wdh.Ab.9.Wt,nVWftr xra "ba-0.neYrb _ WRY 1 � wrim,wt . 7°' x ��emanr.nfr�an.t.wt<.+.rawwror,a.t.grya.w r.r.l. s.. � a a 6r.ryranti.rrrl.de+tlN..13pYUrrR�en,++.sRaddg+Irr.�a.N l 1 F+:eNG S ti — d�mr rr. vearon +mte erraa��lAr.r ^"' '� 30 0 30 6 '. ArtMk!►I�o [. 4� N 9 Cruttl PFm ORMOO III � I■ PI � �•Y`�^� I I�III �11 1�1 vim • r Ys7&=#$angon BFYSifiih hse. wF t-W2 END ' SOUTHERN CROSSING BANK W et-s02 REPLACEMENT AREA (150 II LF) sm 1349Qohmd=Avlrasa Ste--->saalsechmmu 01105 RIVERFRONT RESTORATION 4t3-747-7113•PAX 4t3-747-Wtfi NF e1-202 o ARE H (904 SF) PaWngSchadA Soutf=CmWi ig Boric Replacerrtef,*Area(150 I t 1t) NUMN F 3- 2 a_ +, 2,tmnn r,arlto of PLUOsnso 3rW Hrch amps M 1s to A Rdtett 30 Mow Sir dsoobr 30 Dmo 224 hXhes A _ Curran errnrtvn 30 18 to21 trtcites I -2 3--2015 arrowtaood Lfdntrrndertfaaarr 30 18 m 21 trttles hA1ow tive Stares Sb6r dscolor 150 2103R rr*ti 4 >X j 1 ux rcJd Flares 300 F J1 ` � Constuction Notes: Q y - 1- Excavated bank restoration area to be separated from main �` 71 - ! l ' stream channel during construction by staked sill fence and hay Dales. - 2�2 83.0 x Y l -� HOUSE Y - - 2, Excavated solls to be removed for disposal at sullable t 1 1 n upland location. 83 ar- t J 3, 12-inches of topsoll will be brought In and spread on the new G R A Bank area to provide a suitable planting media.Topsoil to be compacted. 4. The entire area will be planted with the listed trees and RF - 1' > 1fIT- I _- -I shrubs. 5, The trees and shrubs listed in the planting schedule will be randomly planted approxlmalely 4 feet apart within the $a P 3- =A- restoration area in a naturalist fashion.Unear planting shall be avoided. 8. Following planting,Ilve stakes shall be driven Into the ground • : , _ „ ✓ '�_ J-f within 2 feet of the water surface around the Bank restoration area. B r 3-1 0 t r� 7. Once the trees and shrubs have been ptanled the entire . 3-100 En f area will be seeded with New England Wetland Plants,New t _ H YE England ConservationlMdlife Mbc seed mtxtore. 1 3r co, ± 8. The pn*d watland scientist wib supervise all work- BF3-7 o ! i f • co •AF e1-301 � W 61-402 BF 3-101 w N.rlr. Pw. q pwq,w y av�YY Mw�M b� [}➢A,tltl by Ny,awe by 30 0 30 BO 0cWbw 7.2t1t13 r...r..nor. 7� SCALE IN FEET Transportation bnprovements Six Flags New England I&M Maio shoot Site Plan Approval EMSTWO Alt[A An st: �� Wetland Area �'°°0 "GRAZE Restoration Plan Bank Replacement Area(Section A) 6/9/U.1 ".•. NS$, sa... Ma VVR-2 a..l a 7 1 Ot1398.a11 54 X55.5 ` — r 1oN f/ ram• __ - r Vanes se 8angen 9rustUiv,Inc. Lad Dc� senica RIVERFR T RESTORATI /'' / _ / �� . / _ — —x87. g?.L]._ pro�o»os - -� AR A A ,�90 SF / �' �/ /�� Ys� .'-- ~ L — I I / 413747-7113•AA]t413747-0915 "Z 86,7 Q Y4F7 1 5T R� / j Y ''�� x XJ'1 —___,,18 , 2 D,1 / RIVERFRONT RESTORATIONCa) {� / f �� AREA B (5,970 SF) x ! 1 0 SHALLOW �,. 'A T 1 o Io u y l =s6 1-s1 ouT) i co Q fjff �'C $ .2 LET co • ' j� R .8.. w I �3 __��_ — � x 86.1 I (C X 86 u) a 00 o z 0 0 o� 'o ! cO 00 1 +� '$CQE IN FEET Riverhmnt Restoration Area A R.iverfront Restoration Area B Arm A..,, �. !"IfOp A- //��j�••� 20 0 20 20 Am s-Mehl Nd� °i1�14"JAI a.u.e br !AB cn�.a br AA I�fIfIF1g ' ie 1- 290 sc�1) SCALE IN FEET iiiiiia Mandrg 5chl(49M sq ft) Hurl Null Cannon Nl Latin Nitre S1m COf Planbonr lt7n Name Latin N&M Of Floats SIM �`�. °°• ocwecr 7,2003 Red Cork 0"Brars rutm 50 121D 24+nd es Red Cik C ll rubra zD 12to24kvhW Transportation Improvements Witte Pine Prue Wohus so 12 to 24 irdies Wo AM > is 12 to 24 irKfres Six Flags New England fvrarmnHaomt Cbrytusarmica e0 12bZO'kires AnwKx-lHazelnt Cbrylusan3kaana 2D 12to24indw N-nYbe" Mbar"m lartmo so 12 b 24 uxhes N3YWbany Mtunrrdarlal 20 12 tD 24 i VJM 1623 M do SUW Wl Fla¢el Fisma ais virginiare so 12 to 30 inches Wtc h Ftami 1-hmarnifig4rginism 15 12 to 36Ill Agawam,Massmhum m G'aY DOPAcod Cana moviose so 2 tD 4 ft Cray D;Ty=d C WL115 raDerrnsa 2) 2 to 41L Told Plants 310 Total plans 110 Site Plan Approval Source:VHB,Inc. Source,VIM Inc, Construction Notes! ConsMwli1on'Notes: 1. Restoration activities include planting the listed trees end 1. Restoration activities include planting the listed trees and �M shrubs to increase tree and shrub density. 2. The planted material shall be randomly distributed within the shrubs to increase tree and shrub density. Rlverftont Area restoration area in a naturalist fashion.Linear planting shall 2. The planted material shall be randomly dlskr bated within the IVlitl atloll Plan avoided. restoration area in a naturalist fashion.Linear planting shall g 3. No grading or excavation shallbe conducted, be avoided. 4. The project wetland scientist will supervise all work. 3. No grading or excavation shall be conducted, 4. The prnjact wetland scientist vAl supervise all work. RM-1 I -W, 98398.00 D639sRM,dwy Y � � X 86.3VHB ` 1 85.0 - - - - Vanasse'Eangen Brmdin,Inc. 85.5 - - RIVERFRONT RESTORAT" o AREA D , S . X ZZ L X / lea s M® 2FRONT PHTORATION a� 851 50JUACoi�wAvomra �. spda�ad,Maaaa�alb d110d AREA C ((6,970 SF) 86.9 U- X83.3 413-747.7113•FAX 413-747-0916 41 . � i w (V 4 I X87.3 i x86.9 83. Ay X86.6 D d Q ' x87.0 o X /f X86 8�5.3 6 . .8 �� 86. 1 1 O ® [] ® 5., O 65: X 86.6 X 85.4 85.2 64.7 _ 20 40 i Y ALE ET Riverfront Restoration Area c W / Aran C-Rva fiarR M kWJm Aran Area D-Rluarh att Mfipnttas 04aa PladIt185rhe1r>fel�Ma4n? RardirtaSdtedrlep3,9gQde4R) D. REE CwmYm NDM LmMNans �d� am On...a Nana Latin Nara d� mo S Pleb RsdCkk Cuem pjbm 78 121024idss r.. • y i 1tedOtr gaoanjbra 30 121o24itdtas YAWP" Fkasshdus 75 12b24idnes 1n 80 - WillePka Firasstmbus 10 121oMidtes ArnsdonHmmilr t CbrMateAata 70 121oXhiches AnankanFlsetel Wn"wrm�a 28 12IP24itdaa NVCO@ny �menlsniago 70 12b2eides . 1Jp Naa40wn! 1Rssrunls w 25 121024ichis 41aMHaad FA.W.sis*Orism 70 12b3B'tldes w. ..•,,, o.. ,,. tiEM to35hdae Graj Omanoemms 70 21041 °."p'.a by JAB 0.•.-er ]AB >r UP Grai0upnoad Owaeraostco 20 21)41 ToldPW* 430 . f TWO Plants 130 re..•..vntatn.. c.o�...�. IA--., sear..:WEL Ie.. �• o• October 7,20M Construction Notes: _ Pm��raw 1. Restoration gals,ties latitude ramaw •maul building, Transportation Improvements CConstructionNobs: stored materials,traisra,lorduposal orr storage lse ps ewhere. 1. Restoration activities bNiede planting the listed trees and 2. UrtsuW*soils,pave]and pavereant will be removed and Shrubs to Increase tree and Shrub density. May- 124 nchea below exhang grade. _ " . -7 Six Flags New England 2. The planted material tag be randomly dWzbA*dm thin the restoration am in a naturalist fashion.Linear 3. site to pro vide as ut abl p brought In s spread around the paining shall w avoided. site to provide rwiLbb puMlrrg media. � 1G23 Main Sboei T 3. No wading or excavation shall be condLood 4. M sib tivdi be ataAed flat with a gentles[apsd to the+rest Agawam,Massachusetts 4. TM po wetland ocWW*t will supervise all work. 6. The smbe are vA be plantM the listed trees and shrubs. e. The pbmW material shall be randomly distributed vAM the 6 8 Arne M-PJvaRrarll Mtlpalim Aran"land Aral) restoration eras in a naturalist fashion.Linear plantkrg shall .X . . i i . Site Plan Approval Sdrdt#s t2 "er}R.i . ._ be avoided. tbmotNwnr Latin Mma oNiffillm f an 7. Once the tees and shrubs have bean planted the entire a R E R F.R ON T R se ado be seeded with New England PUM ew s,N Red Wpla Aar r brsn 60 121o2OXI'm B. England I„,�will �be nsesupervised by the project waW d Scientist ARE (22,040 S F) Olock un Nysssaitwtim 60 t21o3elnde& >zb�i *Rdiverfront Area I;pecldedAkfer Slabumsa 60 12b34tndss J �� Mitigation Plan d3dsdeeq &Snsxrvaarndsrris 60 t2g36irxlers i +� I"m camsovtdun 60 2to4A r Arromacod Tom PUM 310 i So•ru:vine,Le. a..ne µ.•w Construction Notes: " 1. Restoration acMiss Inciude planting the listed treat and 77f�� 1 Shrubs to provide a tas and shrub canopy in the wetland. 0 20 40 RM-(�- 2. The plamW material shall be tondomly distributed within the $CA IN FEET restoration aaa h a naturalist fashion.Liner planting shall be avoided. S. N grading or excavation&hallbecomuced. Riverfront Restoration AreasD&D1 ` 4. The project wetland scleMlst will wpeMse as work. •rofr w+. DaT98.00 0a39&RMAwa \ AME.RMK aaM{I19- Am PlYaioSieife147mEa M1I -7-e- RIVERFRONT RESTORATION m,gwrr m AREA E (6,953 SF) Mdo. ,sb2rbdhw v■rw. rs,.O ba ffi t2rnbdr. vm • AndwrHow" mAbOrAie r m nb26kd- RIVERFRONT RESTORATION -f+•,ti?-- - -M --IM21dr' Vanwic•Hangm-Bruidin,Afne. - Nberlrwr H.W k wm >d Cba11d.. ~-- o _ AREA F (9,614 SF} ��+ sp.wmmOM x 2b4i _ ,�.pLft L-rrrR W ` 85.7 6mvi,cmneaul swim ,. tarrrer.*►.b.b amr vpnaq a.bY.d b...wnd 50 Bep Cohuauu.Avam X85.47 1 dwa.bbcw.wb..Ydwwd.r■dr. _ J` `'` 2 rh pr.m.e m.rrlpl rrr a mndpamy aMbamk•.+1mn b• syg1d Mr1mhumm a1103 ` F3 z a"OeAY"'""'�""it4i�0^u""a"�""u 413-747-7113•FAX413.747-0916 5.7 R-8 .4 b..r.rm.d. �r � 1, NO�Wr�Y m.arrflMw bI mrrAr..d. 86. f1 1. 7R prop*Waftm■mnmwUf4■rNY■mwa*M 6Y E5 x8 x 5'.5 X8 .3 X7i AG 3-206 x85.4 79. C870 (STM _2 M.rF-a+otarr YlEpYlefranr ,'• R=7 . r�rarya3arFgp�6fa6gM11 r� J 2- 0--m- lmnm- ' fr It. 2 01 Nmrii. w..W*, a 12b29hAr X86.7 �� 0 - N-V-M Yb--.m.m A 12b21bd•p X84. x �ri•w H.-Mm■01 ,s 12b71bdr X87 2 3.6 b.mr:Ym.W 1, rwaYbw■*Aep■beluft me.s.t of 0 bYn..a 40WW S _ bMYr1■,pbM.■MI■k.rr■Nr■,IY 4Mpe.Y Y•br.0• ^�4 ■M■■1r■r■. YYY,Yd 12JrM1w O.rVr f0b61QYM■. 87.1 C' XS Z Apr waa�rabi.pbmnam«•■•o�•arr.aw. X C L 73.71 3- 4 rn.w mheor.ad ambbs. ...kppd bft p a n.apr.dma.A.l. b.nn4mnYrtlWrrsuWwlNnM x 7 X76.9 X77,4 mW.mnY..n..w.rYahor.un...wY.ew.nr X Q 4 b.*.Yew. 7. Or■•m 1r■..bw Ymrna ear■b.Y,pbY.tl•w YAY. C Mew ft M g Mk 6W YVrrpl p1.Ar•N•F Erabntl C.rrp■nW.MlY1eY.Mk pro rri1i4.>. l Trr M.Md w.M.W W10"m wa Y*YYY.0-k .5 > 8. 4 LE BF 4. 101 Y � DC6704 ( ) 74.8 IZOVA X87.4 0 \ R=79.9 t / 85.62ox o -.N201" 44 x77.2 3 SCALE IN FEET \ X F3-1 00 1 Riverfront Restoration Areas E&F RIVERFRONT RESTORATION AppppX, q PVC LATERAL m AREA, H (904 SF} $ x • �� z m 78.5 X81.3 qnv �� Mar G'�tY108elYdM f4=71 a41L1 H PpoM6p LGaAIe 19W a¢1L1 RIVELRF�R``ON ES FORA �ON' Cmm.M.b LOW&. Q� an *mm tam Lmnmmb �y Y wryr.y by g u..n by IAB .0y ]TF•� ARE/93(P (5,2 1 F) + WC& Qm0=nfm m 12191lbdm fbd OAt Qa Mn a t2b2lbd.b Ma..u,.d by rww.ne by X76. A+6eos1N■YY,t mlta■nYlae i2b71bw Amrkm ONAAWphoghu. a 121DUkhm Octo 7-21= 1VrYiapf r+.■prpl 17ot11m.■rrwlcww 5 T2b21 brlw xa. mr• 3-206 �. ro Woo" UbMM UW M 12b71.dra N.■•6wr 14burVwlw� 6 t2b2r b■(mr m $ Nth M®f Frrerdl*Own m 12toMkdm NrhMUW 11■nrr■taA,$mr. 3 12b30 bId •.•r.1 np. H AYB EES ctWDVm and 1Amaravr� 25 2b41L apr owWd Can.warrow s 2b4a Transportation Improvements • X a Talplah 1m T*4 FWb W 72 pox 3 4• 83.s R I ,..,.WILW. p�m•wa. . Six Flags New England 4 oPpelz Owmb,rcdon N.M•: �� P' �^ ,�+ Carakrrdlar Mar: 1. r.r..rrn wce am.b.ber rYrowi a■hour■wrcb•r 1623 Mab Shea fl 1. RoubMUM wbrYw krChxb qnA V the 16W VON WKI ■rd drmral0en a dw fftrAalen. X87.8 8�7.8 ■hn"a ino* wb�a.W4 W-14 hnlb. 2. Th.bmnrden haft W bm IbMWWW Wm WMbla wbYd FA Agawam,Mass$C}111sefts L 2. The Fbmd m■WW*0 be mWmalY datwmd WtMn dw and bMMgkt tm 7YM WO 124.+dw of 1mp■a. F6WM bn M&In r n*x"fnhWL tJnm AeMnp 0" i- Tbw 4k wM to P•d■a*0%vM w Gvft■ "d ft the www be vichbd 1J 3. N•glo"01""OOwr Md b■omrrdreftd. 1. Th Y6.w wY b.PbaW•m Yrd rrr■nd tl■mh.. SiftPiHD l'Ov81 d + 6. itrp Fftrrpd mm1,r1■r■IM11 M rnrrdYNr dMgWrd■d wi6W1 am O- X f7111 4. The PrcjW w0and■dmiW wll m wnw91 v"K rwtlerMien.na fn.roluWlhWen.Wmr FWdn7■Imf 34.5 y be mokWd. 6. O. 11m tmr■W■hndm hr.b■.w p1Yrd to 4r4n _ •M■W b,Ymd.d rbh Now Eno"W.4nd P*ft N■* Erybnd Cm■wr•Ewd A"Mk■W mlxW■. .'••i^m pw• Q b T. The pmoo"6 rW.d.fat m YpM•W w.a�L x 83.0 �'�7 X78 9 X Mitigation 77.4 River&ont Area x .a . tigation Plan 8 _ � �Xs4.s X $ 'X 78.B SCALE IN F T - Riverfront Restoration Areas G&H RM-3 009M 08399-RMjiwg xe5.s r tYHB xaa5 69 • .. Vanose Sangen Brus04 Inc. tl Lina DcvdopnW F 11 j xs..e � � yt ii »Yk=MOCwsa.im fN.-2 7 ,ll, SM Boa cbbEaba Aga X$4.7 / s4.$ E tt 411717-3113•PAX 1]}747-0915 1 1 X543 54�4 x�' x�j I� Area I-Riverfront Mitigation Area Deed Restriction r xsl,7 x Proposed(202,485 SF): "Use of all land created b the line between e x 59.0 t X641 / 54.4 /x� y en th 77. / points N 380379.5406,E 295885.6116 and N x58.$ ; I x5u / // , ' � 380383.4790,E 296241.3465,extending to the / j' ! north parcel boundary, bordered by the bank of 56.8 544 "' 1/I/ /X551 / ' ' Fourmile Brook to the west and the to the limit of Y 1 the 200-foot Riverfront Area to the east is hereby restricted.The restriction of use shall prohibit, grading,excavation,building,clearing,or other $74 see // �:.79 x Io<,,. alteration of the designated land area in perpetuity, unless done so at the direction of the Agawam xa7,o x7z IVE 7?F ! T RAT np4x m e Conservation Commission. This land area.and deed X 57. � 59.o �� .aR A'IyIT . 1 / 7 i I I I restriction has been designated as Riverfront Area 3 // � R I 2 485 F) x57. x57.7 \\ 54 7 r f r mitigation pursuant to DEP File No. 87-491. " � J 56.8 X57.0 x56.5 x57t 55.6 1 ff/ 1 � x586 w f I z58.7 x59.3 x55.s 1 �� x,.9 * x56.4 %59.1 !(yy,` x56.3 /X i 5/ 11 xB7.0 x56.2 / 59 Y.Sfi.2 I x57-2 xSE.7 x565 - x56.3 x5s.7 x59.8 by 56.5 / xBl.3 a / I I + 'xSB/,/ �i r .e.re by IAB a...,br L 18 ai.ar AF xS7.2 X56.6562 X / CW a .tl by ■.v,.+.a by -..�.. 54.4 3e7 �� Ir� 1V tie. a.t. 7.2003 / @ I N I h.*t T.. sx x56,8 x _ x'S.B y x56 x / t Transgartatidn Improvements XS7.0 Six Flags New England 5. x yt58,]/ 56.7 X / � & I I 1623 Mein Sheet eo W8mr Maswlwsm 24 3b.9 5.8 55.8 5 % X56. Agawam, x r. J I 11 :sas X 4 9z d Site Plan Approval N 380379.5 /� r Riverrfront Area E 295885.Nj§ 5 A 1 r Mitigation Plan IVERFRO N 3803 3.4 9 -n YMCA E 0.3 I x55.4 RIVERFR RESTORATI / I jl 5.7 AR A itE6?290 SCALE IN FEET 1 ° s6 7< Riverfront Restoration Area I ollMOD 0939&RMAtWE c D# � - JOB # a "� LOG # BOX # ;S DOCUMENT# CDC o PAGE# } P:\08398\cod\1d\p1an_set\Fu11 Set\08398—KEY.dwg Iae J 1 Oi C67 r f io I �r DRIVE AISLE ' 1 AREA Vanasse Hangen Brustlrn, Inc. I t,� ��'� Transportation J Land Development . _.. u_..._�.., _.... .__ . �.... . . r a� � 1 � ; . Environmental ServicesUw F w s r a : r'.,."fT"d"„w,•" ',e,.,,,,r�`"„ c.w-c ��' j •_` _ SOS J'��L 7} s f _ w ........ 3 �� v �a ! f ! - swhusetts 0 �. Columbus Avenue I �-..._.__...___. .� .._,.. ry;� r � ;; i �' � _..:�• , � I .,. . . . _ _ ��f; - ,�r�,. s�� M , ;' Springfield..Mas 1105 1. . i f f .�r.• r 4 47 7i 13 F - _. PAX 4...... 13-747 09 k �'• r n_.__' --__... ...�._—..-�-.._--«.._.-..._ � - ~ r * 7r ...� �'- .-..,,. 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''ii i - ,- r t'� -4.e-€ r: r r I S l ! r i � � •/� ter,� r i I1r ii :tiriif -, !l ;I� € !I1�r I I .i1("Fr[ r-�..p• �.{ ..4.3..j tll ,. i , ?I, ; ' I•' ;� € I .f��.•i-��.�_�..j.•r.�,.4�.�_�''� ,.E..�.(.�-I 1 i•�.� �{�€�•��r-[' �i•�-'1��-� i.l_,...�--1.. FBI i I I i! � .•. ,''� -,....� � _..� �(f , S � fI •7{i+{t .fi.. E � i if i � c . .i - : :c I � t i j � t t I —t 1. .1_'..1r 1 4 i€''�.• `$t 3 �.-. 1 h f i w:racwY*..r:�. _m }F I a_ ! a i ?S i � ��(# ` s,%3- r _( 3^—• - i^µ r ''- •_....._. ..� � _ 9"-T•••e ,��7y.\� ,y9- -^ ,rK,r :.,- _ ^. � .i} E 4 I � r i� � i r 3 ,i��t i _ r IrI�• �- 1 '_ 15S1+r 'ter � �•� " �� iifl ( ! 1 1 1 1 1 l _. Ifl 'I [t 'liar I f i.. ii_ rr'irr;r _r;irtl.(l_iF 5 �('('�•j�° i i i t t` Y-. Irt �t�4'1r'll -E••i--^%- B i } i i i io 'll i � IV IP1 I { I i �I�II�IiiLni�IlVll I_r.� .:. (�.Y,... I ,.:..{.�, r r'"j..k IL I `�I f•" 'l}`3 !`1 i -i Z s t _ _ ,. - / _ r lll iI (I t' � l it !Ilrti'€ It '1 ' "' '!i l{ F 1 t!I.l ± r i, f` .I-.'r(! i r.rt.! I {' ^.J I` � ff� !� �'� t. � _ .•_•I � _•_, I 11 alf.. ' y� "4...�_S_.-L.1.t.1.l,�f�.E F.1._ f F { i •a j'ry'•`' - - =n. .. .t it d....._..I§ Ill tr; _ . 41� I I 616 I Drawing Number a�v aaa L - - - ._ . — . ...... ..... ..... ..... ..... ..� .� ._... - - - - - - - - - - - - _ ..... I ._._ ..._ ._.. ._.. — . .,... ..,._ . ..... .._ - - -_.. — ..._ . — .,,.. _..,. ..._ _... .� - - _.. ..._ J aF C-2 t�R�lAik CM to No.41010 Sheet of 2 28 150 0 150 300 A SCALE IN FEET lo1gj°3 �os3ss.00b� 08398KEY.dwg