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8274_SITE PLAN- SIX FLAGS NE- MAIN ST. PARKING FACILITY �a� 5� kept �Qn Six � lads N � Y�1a� n � Qackr� F �� 1� � Transportation Land Development Environmental • S e r v i c e s • a imagination innovation I energy Creating results for our clients and benefits for our communities November 6,2003 Vanasse-langen-Br_wdin,lnc.— Ref: 08398.00 Dennis Hopkins Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 Re: Parking Area Improvement Project Six Flags New England Dear Mr. Hopkins: Vanasse Hangen Brustlin,Inc. (VHS) 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 1) 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 tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." The note will be added to the Legend and General Note sheet. 2) The plant list on the landscaping plan appears to have some information missing. The landscape schedule will be updated to reflect additional plants added by the Conservation Commission. 3) Cut sheets and specifications for the proposed lighting must be provided. Is there lighting proposed in the vicinity of Main Street? Light pole and fixture cut sheets are attached for review.There is lighting proposed along the new southerly access road,but this fixtures do not extend into the Main Street right-of-way. The last fixture is located approximately 300-feet from Main Street. 4) Are there shelters proposed at the tram station? If so, elevations must be provided. There are no shelters proposed for the tram areas. An electrical but will be constructed which will house the electrical distribution equipment. 5) Is there a provision for trash collection in the parking lot? The parking areas are cleaned daily of accumulated trash and swept on a regular basis through a contract between a local vendor and Six Flags. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 \\\08398\does\VARIOUS\Planning Board\Parking 1o4RmponseLefler11-06r03.doc email: info@vhb.eom www.vhb.com Dennis Hopkins Project No.: 08398.00 November B, 2003 Page 2 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. 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 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 shown 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 Noted &) Detail Sheet C-24 Drainage Manhole Detail-it is recommended to add the Iabel "DRAIN" to the manhole casting cover for ease of identification in the fit'ture. 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. r \08398\does\VARIOUS\Planning BoaMParking lot Response Letter 11-06-M.dm Dennis Hopkins Project No.: 08398.00 November 6, 2003 Page 3 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. There is no sewer work proposed for the parking lot area. 9) Sheet C-8 details the sidewalk construction as 2.5" totaI 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. 10) The existing dirt drive curbcut at the southern end of the parcel frontage on Main Street 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 approaching vehicles traveling the 85t'percentile speed in either direction. VH13 will verify the speed posting on Route 159 and determine the clearing limits required to provide adequate and safe sight distance. 11) 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. 12) 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 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 backflled without the permission of the division. The notes will be added to the General Notes and Legend sheet. i \08398\do \VARIOUS\Planning BoardParking lot Rcq use Lctte 11-WO3.dw 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, kN, E HANCEN BRUSTLIN,INC. ur ger Cc: Ron Sevart,SFNE Chuck Davis,SFNE Ceorganne Hoyman,DPW Deborah Dachos,Planning I \08398\dots\VARIOUS\Planning BoardParking lot Response Letter 11.0603.doe i • 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: V=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) 3' 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: N01,: L16-2003 05'. to To OF AGAWPN 7eG 9927 P.02 TOWN OF AGAWAM J, MEMORANDUM r To: Planning Board }`�.i�- '�4, �} • . '' � ; ' i CC: File, John P. Stone, DPW Supt. ' ,• , ��� a G 2GC'3 From: Engineering Date: November 3, 2003 � � . �; 1' 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: 01-08-03, Rev, 10/07/03; Scale 1"=40'.", and we have the following comments: I , 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. S. 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 requited outside of the public way, but should be considered in this application as well. kt6-2e03 05: 17 T OF AGALJAM 766 9927 P.03 0 12. 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. B. 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, Sinc rely, /Q(eorganne6. Hoydmn, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I s:lsp'306e W wcsurn orlon area drive aWc 10-03.wpd SOM—DRAINAGE PERMIT APPLICA . S To the'town of Agawain, 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 1624 Main Street,constructed as part of a Aroject permitted through the Town of Agawam in 1998 1. 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. flans and specifications covering any work proposed, including soil erosion and sedimentation control,to be performed under this permit is attached hereunto as Exhibit"13". (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: y^_ _ Vanasse Hangen Brustlin, Inc. 505 East Columbus Avenue S rin field MA 01105 5. The name and address of the person or firm who will perform the work covered by this permit is: THD IN CONSIDERATION Of THE GRANTING OF THIS PERMIT THE 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 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 ADDRESS: P.Q. Box 307 Agawam, MA 01001 CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: i F TOWN OF AGAWAM 3 MEMORANDUM R Mpy To: Linda Morneau, Assessor's: D. Urbinati, Building: D. Dachus, Planning CC: File From: Engineering Date: November 3, 2003 Subject: Six Flags Western Parking Area Street Addresses Please note that evidence has been found within the engineering records of past use of the range of addresses for parcel K2114 as follows: 1624 - 1660 Main St. I suggest that this range of addresses be assigned to this parcel. Please note, if additional numbers are found for this parcel in the future, this range of addresses may be revised to reflect past street address use. Feel free to contact me with any questions about this matter. Very truly yours, C ganne J. yman, E., o n Enginee 1 � Memo To: Board of Appeals ' DEC 6 2903 From: Sgt. Donald Galle i Subject: Site Plan - Six Flags - Widening Entrance Road/Paving West P-lot/New Southerly Access Road Date: Dece 2003 CC: Planning Boa ayor Cohen/Chief Campbell Entrance Road: Widening the entrance road for the west lot will have no negative impact on pedestrian or traffic safety. It will allow more vehicles to travel down the roadway to the toll plaza and remove those motor vehicles from backing up onto Main Street. It will also allow traffic to flow faster into the parking lot. It has been, and should still be the policy of Six Flags to open up the toll gates and allow the vehicles to pass by without paying if traffic backs up onto Main Street. Paving the West Overflow Parking Area; Paving this area will allow more vehicles to park in this area and should ease some congestion. However, Six Flags needs to have STOP signs erected at the end of each parking row where it crosses or intersects with another row or driveway. There are numerous accidents in the west lot because motor vehicles do not stop for the stop line painted on the roadway. They continue without stopping and strike a vehicle that is already in the driveway(See Attached Crash Statistics). There should also be signs erected in the parking lot informing people how to exit the parking lot, what lane they should be in, and how to get to certain roads (e.g. Mass Pike, 91 North, 91 South, et cetera). The entrance to the west lot should also have a large sign stating "Six Flags Entrance". We are from this area and know that this roadway is the roadway to the west parking lot. People that are unfamiliar with this area or are visiting Six Flags for the first time do not know this is the entrance road. Some people think it is South Street. Other people have to ask the Police Officer in the road where to park. An entrance sign is imperative, the temporary highway flashing signs are not enough. New Southerly Access Road: This road will allow easy access into the west parking lot in case of emergencies. Paving it at this time will have no impact on pedestrian or traffic safety. However, should the usage of this access road change in the future, notification to the Police Department would be appropriate. Agawam Police Department Page: 1 Selective search From: 01/01/ Thru: 12/16/2003 0000 - 235* Printed. 12/16/2003 Por Date: 02/03/2003 - Monday Cali Number Time Call Reason Action Priority Duplicate 03-1442 1738 Cellular - ACCIDENT-HIT&RUN (PI OR INVESTIGATED 1 Call Taker: 1626 - Dispatcher Daniel J Outhuse Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman Peter J Bertera,Jr Disp-1739 Arvd-1750 Clyd-1805 Unit: 4C Patrolman Michael A Gruska Disp-1739 Arvd-1742 Clyd-1757 Vehicle: GRN 1994 PONT SE BONEEV Reg: PC MA 11AL10 Owner: MUSCARO, JENNIFER @ 294 PROSPECT AVE - WEST SPRINGFIELD, MA Vehicle: WHI 1989 MERC SE TOPAZ Reg: PC MA 7948NM, Owner: DYER, DONNA @ 76 MILL ST - SPRINGFIELD, MA Narrative: 02/03/2003 1804 Dispatcher Daniel J Outhuse COMP RPTS VEHICLE WAS HIT, OTHER VEHICLE TOOK OFF. . NO DESCRIP Refer To Accident: 03-96-AC For Date: 04/21/2003- - Monday 03-4886 1827 Walkin - ACCIDENT/UNDER $1000 DEPARTMENTAL ACTION 3 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Calling/Inv. Party: BUBAR, BRETTON J @ 119 WHITE OAK RD - SPRINGFIELD, MA SSN: 028649658 DOB: 02/09/1981 Race: W Sex: •M Vehicle: GRN 2000 DODG PU RAM350 Reg: CO MA J84026 Operator: SUBAR, BRETTON J @ 119 WHITE OAK RD - SPRINGFIELD, MA SSN: 028649658 DOB: 02/09/1981 Sex: M OLN: MA S93540934 Owner: RUSSELL, CHRISTOPHER N @ 161 HOVEY RD - MONSON, MA Narrative: 04/21/2003 1832 Dispatcher Patricia A Mccarthy Modified By: 04/21/2003 1840 Dispatcher Patricia A Mccarthy COMP WANTS TO REPORT THAT HIS VEHICLE WAS HIT BY ANOTHER TODAY AT 4 PM IM FRONT OF SIX FLAGS. NO DAMAGE TO EITHER VEHICLE BUT HE WANTED THIS INFO ON FILE. HE WAS OPERATING MA REG J84026 NO REPORT - NO DAMAGE For Date: 05/30/2003 - Friday 03-6841 1451 Phone - ACCIDENT-PROP DAMAGE INVESTIGATED 1 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: 1623 MAIN ST Unit. MC1B Patrolman Thomas Marmo Disp-1451 Arvd-1456 Clyd-1544 Unit: 14B Patrolman Paul Murphy Disp-1451 Arvd-1456 Clyd-1455 Vehicle: GRN 1993 AUDI SE 100 Reg: PC MA U51813 - Vehicle: RED 2003 FORD SE TAURUS Reg: PC CT 276SJF Owner: WHEELS LT @ 666 GARLAND FL - DES PLAINS, IL Narrative: 05/30/2003 1504 Dispatcher Patricia A Mccarthy PROPERTY DAMAGE ACCIDENT Refer To Accident: 03-326-AC For Date: 05/31/2003 - Saturday 03-6929 1900 Radio - ACCIDENT-PROP DAMAGE FIELD INTERROGATION RPT 1 Call Taker: 418 - dispatcher William W Kushin Location: (01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman John W Kunasek,Jr Disp-1900 Clyd-1903 Unit: 6C Patrolman John W Kunasek,Jr Disp-1911 Arvd-1917 Clyd-1936 Narrative: 05/31/2003 1900 dispatcher William W Kushin Modified By: 05/31/2003 1934 dispatcher William W Kushin DETAIL OFF REPORTS ACCIDENT IN WEST PARKING LOT. . CAR 106 REPORTS. .NO PI. .NO TOW. .CT 349RHY Agawam Police Department Page. Selective Search From: 01/01/ Thru: 12/16/2003 0000 - 2350 Printed: 12/16/2003 ..Refer To Accident: 03-331-AC For Date: 06/04/2003 - Wednesday 03-7131 0937 Phone - ACCIDENT-HIT&RUN {PI OR PR FIELD INTERROGATION RPT 1 Call Taker: 951 - Dispatcher Kristine D Labelle Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Calling/Inv. Party: HARVEY, JENNIFER A @ 180 PINEVIEW CIR - AGAWAM, MA 01001 413-786-8740 SSN: 010646617 DOB: 05/05/1992 Race: W Sex: F Unit: 6B Patrolman Richard Conlon,Jr Disp-0942 Clyd-1008 Vehicle: BLU 2002 SUBA Reg: PC CT 429MBM Owner: PEERLESS STRUCTURES INC @ 34 SIMSBURY RD - W GRANBY, CT Vehicle: GRY 1991 CHEV CAVALIER Reg: PC MA 64AJ10 Owner: HARVEY, JENNIFER @ 180 PINEVIEW CIR - AGAWAM, MA 01001 Narrative: 06/04/2003 0938 Dispatcher Kristine D Labelle SIG 01 H-R ON 5/29/03 Refer To Accident: 03--341-AC For Date: 06/15/2003 - Sunday 03-7708 1351 Radio - ACCIDENT/UNDER $1000 DEPARTMENTAL ACTION 3 Call Taker: 951 - Dispatcher Kristine D Labelle Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Vehicle: BLK 2002 SUZI Reg: PC MA 4053NJ Operator: BEJONGH, EDWARD @ 164 BEEKMAN DR - AGAWAM, MA 01001 SSN: 552701291 DOB: 01/31/1950 OLN: MA S66176208 Owner: BEJONGH, EDWARD @ 164 BEEKMAN DR - AGAWAM, MA 01001 Vehicle: RED 1993 HOND ACCORD Reg: PC MA 128ABT Operator: NITIN, PATEL @ 16 PEROS DR - AGAWAM, MA 01001 SSN: 011665753 DOB: 04/24/1971 OLN: MA 011665753 Owner: NITIN, PATEL @ 16 PEROS DR - AGAWAM, MA 01001 Narrative: 06/15/2003 1352 Dispatcher Kristine D Labelle POST 5 REPORTS VERY MINOR SIG 01. PROPERTY DAMAGE For Date: 06/16/2003 - Monday 03-7784 1940 Radio' - ACCIDENT/UNDER $1000 INVESTIGATED 3 Call Taker: 1626 - Dispatcher Daniel J Outhuse Location: (01 2103) SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit. 7C Patrolman Michael A Gruska Disp-1941 Arvd-1945 Clyd-2010 Vehicle: RED 2002 KAWK MC VN1500 Reg: MC MA TX6276 Owner: EGGLESTON, ROBERT @ 37 EDWARD ST - AGAWAM, MA 01001 Vehicle: BLK 1992 CHEV CP CAVALIER Reg: PC MA 6503NO Owner: GRISE, ALYSA @ 131 ASHLEY AVE - WEST SPRINGFIELD, MA Narrative: 06/16/2003 2001 Dispatcher Daniel J Outhuse Modified By: 06/19/2003 2051 Dispatcher Meridith V Hasloski POST 5 RPTS 2 VEH NO PI INFO EXCHANGED For Date: 06/20/2003 -- Friday 03-7991 2122 Phone - ACCIDENTS-PROP DAXkGE FIELD INTERROGATION RPT 1 Call Taker: 447 - Dispatcher Meridith V Masloski Location: (01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman John W Kunasek,Jr Disp-2126 Arvd-2127 Clyd-2155 Vehicle: PLE 1999 DODG VN CARAVAN Reg: PC MA 937YBB Towed: For: Accident By: ACE AUTO BODY To: ACE AUTO BODY Operator: BASTIN, NEVIN G @ 206 FLETCHER CR - CHICOPEE, MA 01020 9) SSN: 013543886 DOB: 07/14/1956 OLN: MA 013543886 Owner: BASTIN, NEVIN G @ 206 FLETCHER CR - CHICOPEE, MA 01020 Released To: BASTIN On: 06/23/2003 @ 1501 Vehicle: GRN 1996 CHRY CV SEBRING Reg: PC NH 1312139 Agawam Police Department Page: 3 Selective Search From: 01/01/ Thru: 12/16/2003 0000 - 2350 Printed: 12/16/2003 Towed: For: Accident By: ACE AUTO BODY To: ACE AUTO BODY Operator: LAWRENCE, RICHARD @ 62 BATCHELDER AVE - MANCHESTER, NH 03103 SSN: 002467222 DOB: 09/29/1956 OLN: NH 09LER56291 Owner: LAWRENCE, RICHARD @ 62 BATCHELDER AVE - MANCHESTER, NH 03103 Released To: LAWRENCE On: 06/21/2003 @ 1055 Narrative: 06/20/2003 2123 Dispatcher Meridith V Masloski Modified By: 06/20/2003 2347 Dispatcher Meridith V Masloski CELL PHONE CALLER REPORTS ACCIDENT IN AREA OF WEST PARKING LOT AT SIX FLAGS INVOLVING TWO VEHICLES. CAR 104/106 REPORTS. . .NO PI. .BOTH VEHICLES TOWED Refer To Accident: 03-364-AC For Date: 06/23/2003 - Monday 03-8135 1910 Radio - ACCIDENT-PROP DAMAGE FIELD INTERROGATION RPT 1 Call Taker: 447 - Dispatcher Meridith V Masloski Location: [01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: MC2C Patrolman John W Kunasek,Jr Disp-1910 Clyd-1925 Vehicle: -WHI 1999 CHEV CP PRIZM Reg: PC MA 24NK10 Operator: - -CRUZ, CARIDAD @ 32 LUCRETIA AV - CHICOPEE, MA 01013 SSN: 582498476 DOB: 04/02/1974 Sex: F OLN: MA 582498476 Owner: CRUZ, CARIDAD @ 32 LUCRETIA AV - CHICOPEE, MA 01013 Vehicle: 1997 TOYT SE COROLLA Reg: PC CT 14SENF Operator: CARRIER, PATRICIA @ 69 BEVERLY RD - W HARTFORD, CT 06119 SSN: 000014127 DOB: 00/00/0000 Sex: F Owner: CARRIER, PATRICIA @ 69 BEVERLY RD - W HARTFORD, CT 06119 Narrative: 06/23/2003 1910 Dispatcher Meridith v Masloski Modified By: 06/23/2003 1925 Dispatcher Meridith V Masloski POST 3 REPORTS ACCIDENT IN WEST LOT. CAR 106 REPORTS. . .CONFIRMED DAMAGE, SEE REPORT Refer To Accident: 03-394-AC For Date: 06/27/2003 - Friday 03-9375 1618 Radio - ACCIDENT/LTMIDER $1000 INVESTIGATED 3 Call Taker: 1626 - Dispatcher Daniel J Outhuse Location: [01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Calling Party: CENTRA L ALARM MONITORING 800-639-2066 Unit: 6C• Patrolman Peter J Bertera,Jr Disp-1618 Clyd-1633 Vehicle: GRY 1992 SUBA SW LEGACY Reg: PC MA 3622TM Owner: GHINI, LINDA @ 23 WILD FLOWER LN - AGAWAM, MA 01001 Vehicle: GRY 1990 FORD SE TAURUS Reg: PC MA 3726WP Owner: BURGOS-RAMOS, ADA @ 36 NORTHERN DR - CHICOPEE, MA Narrative: 06/27/2003 1618 Dispatcher Daniel J Outhuse Modified By: 07/02/2003 1923 dispatcher William W Kushin POST 5 RPTS 2 VEX NO PI Narrative: 06/27/2003 1633 Dispatcher Daniel J Outhuse Modified By: 07/02/2003 1924 dispatcher William W Kushin INFO SWAPPED 03-8384 1913 Cellular - ACCIDENT-PROP DAMAGE INVESTIGATED 1 Call Taker: 1626 - Dispatcher Daniel J Outhuse Location: (01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 4C Patrolman Michael A Gruska Disp-1914 Arvd-1919 Clyd-1951 Unit: 3C Patrolman Keith R Bopko Disp-1914 Clyd-1914 Unit: 6C Patrolman Peter J Bertera,Jr Disp-1914 Arvd-1921 Clyd-1951 Vehicle: GRY 2001 TOYT SW Reg: PC NY ASZ9502 Towed: For: Accident By: ADVANCED To: ADVANCED Owner: PALUMBO, MICHAEL @ 3441 LORELEI DR - YORKTOWN HEIGH, NY 10598 Vehicle: BLU 1992 SAT 4D SL2 Reg: PC CT 827RHX Towed: For: Accident By: ADVANCED To: ADVANCED Owner: WORKS, JOSHUA @ 42 ORIENT AVE - MILFORD, CT Narrative: 06/27/2003 1914 Dispatcher Daniel J Outhuse CALLER RPTS 2 VEX NO PI Agawam Police Department Page: 4 selective Search From: 01/01/ Thru: 12/26/2003 0000 - 235#0 Printed: 12/16/2003 Refer To Accident: 03-411-AC For Date: 07/12/2003 - Saturday - 03-9246 1231 Radio - ACCIDENT-PROP DAMAGE INVESTIGATED 1 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 19B Patrolman John W Kunasek,Jr Disp-1231 Arvd-1237 Clyd-1340 Vehicle: BRO 2003 FORD SE TAURUS Reg: PC MA 6542XJ Operator: HEARD, EDWARD C @ 25 WEST ST - CHICOPEE, MA SSN: 029589180 DOB: 12/27/1971 Sex: M OLN: MA 029589180 Owner. MARCOTTE FORD SALES INC z 1025 MAIN ST - HOLYOKE, MA Vehicle: BRO 2002 FORD PU SRWSUP Reg: PC MA 2939AA Operator: BOKUNIEWICZ, CHRISTOPHER J @ 103 COREY COLONIAL - AGAWAM, MA 01001 SSN: 138608155 DOB: 10/26/1974 Sex: M OLN: MA 019567239 Owner: BUZNIAK, CHRISTOPHER A @ 2 HERITAGE RD - ACUSHNET, MA Vehicle: WHI 2003 OTHR AH CITATION CAMPER Reg: TL MA CA98995 Owner: BUZNIAK, CHRIS A @ 2 HERITAGE RD - ACUSHNET, MA Refer To Accident: . 03-443-AC For Date: 07/13/2003 - Sunday 03-9310 1e35 Phone - ACCIDENT-PROP DAMAGE FIELD INTERROGATION RPT 1 Call Taker: 418 - dispatcher William W Kushin Location: [01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman John W Kunasek,Jr Disp-1835 Arvd-1838 Clyd-1858 Vehicle: GRN 1993 HOND SE ACCORD Reg: PC VT CNB646 Operator: WILKINSON, JESSICA L @ 137 HARRINGTON - RUTLAND, VT 05701 SSN: 000014247 DOB: 00/00/0000 Sex: F OLN: VT 21809411 Owner: WILKINSON, JESSICA L @ 137 HARRINGTON AV - RUTLAND, VT 05701 Vehicle: 2001 HOND SE ACCORD Reg: PC MA 51FF07 Operator: MARACALLO, AMAURY J @ 34 BEACON ST - WORCESTER, MA 01608 SSN: 000014250 DOB: 11/09/1981 Sex: M OLN: MA S14306276 Owner: MARACALLO, AMAURY J @ 34 BEACON ST - WORCESTER, MA 01608 Narrative: 07/13/2003 1835 dispatcher William W Kushin Modified By: 07/13/2003 1842 dispatcher William W Kushin DETAIL OFF REPORTS ACCIDENT IN WEST PARKING LOT E/F AREA. . . CAR 106 REPORTS. .NO PI. .NO TOW REQUIRED.. Refer To Accident: 03'-446-AC For Date: 07/19/2003 - Saturday 03-9646 2135 Radio - ACCIDENT-HIT&RUN (PI OR PR INVESTIGATED 1 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: [01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman John W Kunasek,Jr Disp-2135 Arvd-2147 Clyd-2341 Vehicle: RED 1999 FORD SW TAURUS Reg: PC CT 391RES VIN: 1FAFP58UOXA238757 Owner: MORROBEL, LOIDA @ 16 HOLCOMB AVE - STAMFORD, CT Narrative: 07/19/2003 2142 Dispatcher Patricia A Mccarthy REPORTED HIT S RUN IN LOT AT SIX FLAGS Refer To Accident: 03-460-AC 03-9649 2200 Initiated - ACCIDENT/UNDER $1000 DEPARTMENTAL ACTION 3 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: [01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Initiated By, DETAIL - Patrolman Eric Gillis Unit: DETAIL Patrolman Eric Gillis Arvd-2200 Clyd-2219 Vehicle: WHI 1992 FORD UT EXPLORER Reg: PC MA 1274ZS Operator: PEREZ, JONATHAN V @ 59 WALNUT ST - LAWRENCE, MA SSN: 021865529 DOB: 02/18/1982 Sex: M OLN: MA S91167131 Owner: VILLA, ANDRES @ 47 CHELMSFORD ST - LAWRENCE, MA 01841 Vehicle: BLK 1996 NISS SE MAXIMA Reg: PC MA 17BRO3 Operator: PIZARRO, LUZ D @ 47 ASHLEY ST - SPRINGFIELD, MA SSN: 026606940 DOB: 05/28/1980 Sex: F Agawam Police Department Page: 5 Selective Search From: 01/01/ Thru: 12/16/2003 0000 - 23510 Printed: 12/16/2003 Owner: PIZARRO, LU D @ 47 ASHLEY ST - SPRINGfIELD, MA Narrative: 07/19/2003 2209 Dispatcher Patricia A McCarthy ACCIDENT UNDER $1000 - INFO EXCHANGED 03-9652 2325 Phone - ACCIDENT-PROP DAMAGE INVESTIGATED 1 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman John W Kunasek,Jr Disp-2325 Arvd-2344 Clyd--2357 Narrative: 07/19/2003 2327 Dispatcher Patricia A McCarthy ACCIDENT AT TOLL BOOTHS Refer To Accident: 03-463-AC For Date: 07/23/2003 - Wednesday 03-9828 0835 Walkin - ACCIDENT-PROP DAMAGE REMOVED TO HOSPITAL 1 Call Taker: 951 - Dispatcher Kristine D Labelle Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Involved Party: CINCbTTA, FELIX @ 1252 SPRINGFIELD ST - FEEDING HILLS, MA 01030 413-786-2188 - -SSN: 000006962 DOB: 00/00/0000 Race: W Sex: M Unit: 6B Patrolman Thomas Marmo Disp-0837 Arvd-0837 Clyd-0850 Vehicle: GRY 1994 CHRY Reg: PC MA 5598SE Operator: CHAVEZ, CARLOS L @ 418 MEADOW ST 4d - AGAWAM, MA 01001 SSN: 013862311 DOB: 05/20/1975 Sex: M OLN: MA S18438223 Owner: CULVER, JOSEPH @ 418 MEADOW ST 14D - AGAWAM, MA 01001 Vehicle: BLK 1997 MAZD Reg: PC MA 68CB05 Operator: BROZ, PAUL F @ 24 BROZ TER - AGAWAM, MA 01001 SSN: 021461810 DOB: 08/12/1955 Sex: M OLN: MA S05004091 Owner: BROZ, PAUL @ 24 BROZ TER - AGAWAM, MA 01001 Narrative: 07/23/2003 0835 Dispatcher Kristine D Labelle Modified By: 07/23/2003 0846 Dispatcher Kristine D Labelle SIG 01 ON 7/22/03. DAMAGE OVER 1,000, TRANSPORT TO MERCY , Refer To Accident: 03-466-AC For Date: 07/27/2003 - Sunday 03-10088 1057 Phone - ACCIDENT-PROP DAMAGE INVESTIGATED I Call Taker: 461 - Patrolman Michael A Gruska Location: [01 18611 S.I.S. ATM #1861 - 1623 MAIN ST Ir Unit: 65 Patrolman Richard Conlon,Jr Disp-1059 Clyd-111,6 Narrative: 07/27/2003 1059 Patrolman Michael A Gruska Modified By: 07/27/2003 1116 Patrolman Michael A Gruska SIG-1 PROP WEST LOT SIX FLAGS 106 DISPATCHED RI KL 817 MA REG BA49 SEE ACCIDENT REPORT Refer To Accident: 03-477-AC For Date: 08/04/2003 - Monday 03-10526 1659 Phone - ACCIDENT-PROP DAMAGE FIELD INTERROGATION RPT 1 Call Taker: 447 - Dispatcher Meridith V Masloski Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 4C Patrolman Anthony Cichetti Disp-1659 Arvd-1709 Clyd-1721 Vehicle: GRN 1999 DOOG VN CARAVAN Reg: PC MA 752VDD Operator: CONRAN, CATHLEEN @ 106 EASTWOOD CIRCUIT - W ROXBURY, MA 02132 SSN: 010603462 DOB: 09/11/1964 OLN: MA S00314601 Owner: CONRAN, CATHLEEN 0 106 EASTWOOD CIRCUIT - W ROXBURY, MA 02132 Vehicle: RED 1988 CHRY CV LEBARON Reg: PC MA 34AW.05 Operator: GIBSON, BENJAMIN W @ 28A QUISSET RD - MEDON, MA 01756 SSN: 020726803 DOB: 05/06/1984 OLN: MA S91494038 Owner: GIBSON, BENJAMIN W @ 28A QUISSET RD - MENDON, MA 01756 Narrative: 08/04/2003 1700 Dispatcher Meridith V Masloski Modified By: 08/Q4/2003 1721 Dispatcher Meridith V Masloski Agawam Police Department Page: 6 Selective Search From: 01/01/ Thru: 12/16/2003 0000 - 23510 Printed: 12/16/2003 CALLER REPORTS MINOR ACCIDENT IN WEST PARKING LOT. . CAR 104 REPORTS. . .ONE OPERATOR LEFT PRIOR TO HIS ARRIVAL. .MINOR DAMAGE OTHER OPERATOR AT HQ 1718, CAR 106 REPORTS. . .CONFIRMED DAMAGE. -SEE REPORT Refer To Accident: 03-491-AC For Date: 08/08/2003 - Friday 03-10776 1523 Radio - ACCIDENT/UNDER $1000 DEPARTMENTAL ACTION 3 Call Taker: 951 - Dispatcher Kristine D Labelle Location: J01 2103) SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Vehicle: BLU 1997 KIA Reg: PC CT 743PTZ Operator: THESENVITZ, ULRIKE @ 122B CHURCH ST - HAMDEN, CT SSN: DOB: 06/26/1980 Owner: THESENVITZ, ULRIKE @ 122B CHURCH ST - HAMDEN, CT Vehicle: GRN 1998 TOYT Reg: PC CT 203MAW Operator: HAWRAN, KIM @ 4 RENEE LN - ENFIELD, CT -SSN: DOB: 04/05/1966 Owner: HAWRAN, KIM @ 4 RENEE LN - ENFIELD, CT Narrative: 08/08/2003 1524 Dispatcher Kristine D Labelle Modified By: 08/08/2003 1526 Dispatcher Kristine D Labelle SIG 01. PROPERTY DAMAGE UNDER 1,000. CALLED IN BY POST 5 For Date: 08/16/2003 - Saturday 03-11252 2251 Phone - ACCIDENT-HIT&RUN (PI OR PR FIELD INTERROGATION RPT 1 -Call Taker: 447 - Dispatcher Meridith V Masloski Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Vehicle: WHI 1992 HON❑ CP Reg: . PC NY AST3878 Owner: DUNLOP, AMY L @ SOB LARK DR - ALBANY, NY 12210 Narrative: 08/16/2003 2251 Dispatcher Meridith V Masloski Modified By: 08/16/2003 2301 dispatcher William W Aushin SECURITY REPORTS B&E INTO MOTOR VEHICLE.. SPECIAL OFFICER OUTHUSE REPORTS. . .HIT AND RUN MINOR DAMAGE, NO B&£. . SEE REPORT. . . Refer To Accident: 03-518-AC For Date: 08/22/2003 - Friday 03-11636 2248 Phone - ACCIDENT/UNDER $1000 SERVICES RENDERED 3 Call Taker: 418 - dispatcher William W Kushin Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN 5T Unit: 6C . Patrolman John W Kunasek,Jr Disp-2249 Clyd-2305 Vehicle: BLU 1992 PLYM Reg: PC MA 12DJO3 Owner: MCNAME£, HAROLD 8 7 ROYCE LN - WALES, MA Vehicle: GRN 1996 NISS SE MAXIMA Reg: PC MA 4411JY VIN: JNlCA21DOTM416766 Operator: SUFFRITI, CHRISTOPHER M @ 24 PARK ST - FEEDING HILLS, MA 01030 SSN: 010725769 DOB: 07/06/1977 Sex: M Owner: SUFFRITI, CHRISTOPHER M @ 24 PARK ST - FEEDING HILLS, MA 01030 Narrative: 08/22/2003 2250 dispatcher William W Kushin Modified By: 08/22/2003 2358 Dispatcher Meridith V Masloski DETAIL OFF REPORTS ACCIDENT. . CAR 106 REPORTS. .UNDER $1000. . .PAPER EXCHANGE. . MA 4411JY WAS PARKED AND MA 12DJ03 WAS BACKING OUT OF A SPACE AND STRUCK THE RIGHT SIDE OF PARKED VEHICLE. . Refer To Accident: 03-537-AC Agawam Police Department Page: 7 -Selective Search From: 01101 A 3 Thru: 12/16/2003 0000 - 2310 Printed: 12/16/2003 For Date: 08/27/2003 - Wednesday 03-11852 1208 Initiated - ACCIDENT-PROP DAMAGE FIELD INTERROGATION RPT 1 Call Taker: 951 - Dispatcher Kristine D Labelle Location: 1623 MAIN ST Vehicle: GRN 1993 GEO Reg: PC MA 868KGH Towed: For: Accident By: ADVANCED To: ADVANCED Operator: DIONNE, PATRICIA @ 56 STONY HILL RD - AGAWAM, MA 01001 SSN: 029381079 DOB: 07/15/1957 Sex: M OLN: MA 029381079 Owner: DIONNE, PATRICIA @ 58 STONY HILL RD - AGAWAM, MA 01001 Released To: DIONNE On: 08/27/2003 @ 1253 Vehicle: RED 2000 CHEV Reg: PC MA 443350 Operator: COLLINS, WILLIAM @ 22 MERRELL OR - AGAWAM, MA 01001 SSN: 024186304 DOB: 12/04/1954 Sex: M OLN: MA 024186304 Owner: COLLINS, WILLIAM @ 22 MERRELL DR - AGAWAM, MA 01001 Narrative: 08/27/2003 1224 Dispatcher Kristine D Labelle Modified By: 08/27/2003 1246 Dispatcher Kristine D Labelle OFFICER CHENEVERT REPORTS SIG-01 IN FRONT OF SIX FLAGS NO INJURIES DISP. 119 OFFICER RICCIO MA,. 443-350 AND MA 868-KGH INVOLVED SEE REPORT Refer To Accident. 03-542-AC For Date: 08/30/2003 - Saturday 03-12030 1813 Radio - ACCIDENT-HIT&RUN [PI OR PR FIELD INTERROGATION RPT 1 Call Taker: 447 - Dispatcher Meridith V Masloski Location: [01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 6C Patrolman John W Kunasek,Jr Disp-1813 Arvd-1832 Clyd-1841 Vehicle: PLE 1999 BMW CV M3 Reg: PC MA TRACE4 Operator: DINICOLA, PAUL A @ 21 BRADFORD ST - BROCKTON, MA 02302 SSN: 016528797 DOB: 11/01/1971 OLN: MA S56244167 Owner: MACOMBER, TRACEY A @ 202 WHITMAN ST - E BRIDGEWATER, MA 02333 Vehicle: GRN 1993 GEO Reg: PC RI H0530 Owner: RIVERA, ELVER @ - CENTRAL FALLS, RI 02863 Narrative: 08/30/2003 1913 Dispatcher Meridith V Masloski Modified By: 08/30/2003 1822 Dispatcher Meridith V Masloski OFC MCDONNELL REPORTS HIT AND RUN IN PARKING LOT. . CAR 106 REPORTS. . .CONFIRMS DAMAGE. .SEE REPORT. . Refer To Accident: 03-551-AC For Date: 10/11/2003 - Saturday 03--14118 2257 Radio - ACCIDENT-INJURY FIELD INTERROGATION RPT 1 Call Taker: 447 - Dispatcher Meridith V Masloski Location: [01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST - Involved Party: LAVECK, ALEXIS @ 309 LOUDVILLE RD - EASTHAMPTON, MA 01027. SSN: 017649632 DOB: 07/23/1983 Race: W Sex: F Unit: 7C Patrolman Mark G Poggi Disp-2257 Arvd-2258 Clyd-2330 Unit: 6C Patrolman Anthony Grasso Disp-2257 Clyd-2330 Vehicle: SRO 1992 FORD SW TAURUS Reg: PC MA 731BZV Operator: SAUNDERS, KELLEY @ 13 RABIDEAU DR - EASTHAMPTON, MA 01027 SSN: 018664866 DOB: 02/19/1984 OLN: MA 018664866 Owner: SAUNDERS, RONALD @ 13 RABIDEAU OR - EASTHAMPTON, MA 01027 Vehicle: GRY 1988 DODG PU D150 Reg: PC MA 437YNI Operator: WEBB, JEFFREY @ 102 PINEVIEW CIR - AGAWAM, MA 01001 SSN: 024709293 DOB: 12/12/1985 OLN: MA S65355047 Owner: WEBB, ROBERT C @ 762 MORGAN RD - WEST SPRINGFIELD, MA 01089 Narrative: 10/11/2003 2259 Dispatcher Meridith V Masloski Modified By: 10/11/2003 2321 Dispatcher Meridith V Masloski OFFICER GILLIS REPORTS MOTOR VEHICLE ACCIDENT WITH INJURY. CAR 106/107 REPORTS. .AFO NOTIFIED FOR INJURIES, NO TOWS NEEDED, PASSENGER IN FORD TAURUS TRANSPORTED TO BAYSTATE FOR INJURIES. Agawam Police Department Page: 6 selective Search From: 01/01/2,0 Thru: 12/16/2003 0000 - 23518 Printed: 12/16/2003 Refer To Accident: 03-632-AC For Date: 10/31/2003 - Friday 03-14970 2310 Phone - ACCIDENT/UNDER $1000 VEHICLE STORED/IMPOUNDED 3 Call Taker: 614 - Patrolman Barry P Syniec Location: (01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 4C Patrolman Michael A Gruska Disp-2312 Arvd-2313 Clyd-2351 Unit: 2C Patrolman Robert M Burke Disp-2312 Arvd-2313 Clyd-2351 Unit: 19C Patrolman Peter J Bertera,Jr Disp-2312 Arvd-2313 Clyd-2351 Vehicle: RED 1994 TOYT 2T CORELLA Reg: PC CT 582STJ Towed: For: MV VIOLATION By: SARAT To: SARAT Owner: SANTIAGO, RAQUEL @ 24 GREEN TERR - EAST HARTFORD, CT Released To: OWNER On: 11/03/2003 @ 0944 Narrative: 10/31/2003 2311 Patrolman Barry P Syniec Comp states that she was involved in a 2 car acc. Driver of second vehicle refused to give info. For Date: 11/01/2003- - Saturday 03-15018 2252 Radio - ACCIDENT-PROP DAMAGE INVESTIGATED 1 Call Taker: 1626 - Dispatcher Daniel J Outhuse Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 4C Patrolman Michael A Gruska Disp-2252 Arvd-2256 Clyd-2323 Unit: 19C Patrolman Peter J Bertera,Jr Disp-2252 Arvd-2256 Clyd-2323 Vehicle: RED 1995 PLYM 4D NEON Reg: PC CT 4265MV Towed: For: Accident By: SARAT To: SARAT Owner: HULL, HAROLD @ 26 FIRST ST - PLAINFIELD, CT Released To: OWNER On: 11/10/2003 @ 1941 Vehicle: GRN 1993 FORD SW TAURUS Reg: PC MA 316ROD Owner: HULL, HAROLD @ 26 FIRST ST - PLAINFIELD, CT . Narrative: 11/01/2003 2252 Dispatcher Daniel J Outhuse Modified By: 11/01/2003 2315 Dispatcher Daniel J Outhuse POST 5 RPTS 4 CAR ACCIDENT 106 RPTS 2 SEPERATE ACCIDENTS Refer To Accident: 03-678-AC 03-15020 2312 Radio - ACCIDENT/UNDER $1000 INVESTIGATED • 3 Call Taker: 1626 - Dispatcher Daniel J Outhuse Location: (01 21031 SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Vehicle: GRN 1993 FORD SW TAURUS Reg: PC CT 316ROD Owner: HULL, HAROLD @ 26 FIRST ST - PLAINFIELD, CT Vehicle: RED 1994 FORD H3 PROBE Reg: PC CT 714MXF Owner; MCGILL, SUSAN @ 36 BAYBERRY RD - CHESHIRE, CT Narrative: 11/01/2003 2312 Dispatcher Daniel J Outhuse Modified By: 11/02/2003 1325 Dispatcher Patricia A Mccarthy 106 RPTS INFO EXCHANGED - For Date: 11/08/2003 - Saturday 03-15297 1108 Phone - ACCIDENT-PROP DAMAGE INVESTIGATED 1 Call Taker: 203 - Dispatcher Patricia A Mccarthy Location: [01 2103] SIX FLAGS OVER NEW ENGLAND #2103 - 1623 MAIN ST Unit: 3B Patrolman Edward B Connor Disp-1108 Clyd-1200 Unit: 198 Patrolman Richard Conlon,Jr Disp-1108 Clyd-1200 Unit: 14B Patrolman Paul Murphy Disp-1108 Clyd-1200 Vehicle: BRO 1990 BOND 5E ACCORD Reg: PC MA 32CL05 Towed: For: Accident By: EXPO GARAGE To: EXPO GARAGE Operator: LUGO, ROBERTO @ 66 CLAYTON ST - SPRINGFIELD, MA SSN: 099425919 DOB: 07/27/1952 Sex: M OLN: MA 321890947 Owner: LUGO, ROBERTO @ 66 CLAYTON ST - SPRINGFIELD, MA Released To: LUGO On: 11/18/2003 @ 1108 Vehicle: Reg: CT 75294C Narrative: 11/08/2003 1110 Dispatcher Patricia A Mccarthy Agawam Police Department Page: 9 ,5elective Search From: 01/01/ Thru: 12/16/2003 0000 - 2350 Printed: 12/16/2003 REPORTED --- . I :NT IN FRONT OF SIX FLAGS Refer To Accident: 03-697-AC r 0 Town of Agawam ' 36 Main Street Agawam, Massachusetts 01001-1837 �i p�ERElf Ma`� Tel. 413-786-0400 Fax 413-786-9927 0 December 17, 20.03 z � y� Ron Sevart, General Manager N a Six Flags New England a c=, 1623 Main Street to Agawam, MA 01001 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 - Parking Area Project, 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 • TOWN OF AGAWAM MEMORANDUM °MA'1 To: Planning Board CC: File, John P. Stone, DPW Supt. From: Engineering DEC Date: December 11, 2003 Subject: SP-306 - Six Flags New England Western Parking We have reviewed the revised site plan entitled "Six Flags New England - Parking Area Project Area; Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date Issued: March 13, 2003, Latest Issue: November 21, 2003, Scale 1"=40'." 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 comments: 2. We recommend adding the location of silt fences on the sedimentation/erosion control barrier detail or layout plan view. VHB has clarifiedthe plan legend-which refers to silt fence I staked habbale locations on the grading l2lan. Engineering wanted to ensure that-b-oth-rneasures-are placed as indicated on th 12 e 1an. 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 Permit which has been apprQyed by 1he DPW Superindentent. See attached, 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 approaching vehicles traveling the 85' percentile speed in either direction. I --N VHB has added a sighte distance triangle which-Jis--hased.-on-the existing posted speed limit along Rt, 159—En2inee ring's coinnigal sl2gcifically sites 1bg a5h percentile speed due to the fact that vehicles in that area-may-be-exceeding thespeed limit. En- 'neering requests that once the sight triangle specified is cleared and-the--exit drive ients are cQMplgle. the available sight distance be field evaluated by the proponents engilleer. and if needed. additional advisory traffic signage be placed along Rt. 152, in bcj directions, to caution drivers about exiting vehicles. These MUTCD standard sims should then be, placeA ap=riately a Sixla exppase. Ad-dibonally theproponent should ide within the site to direct patrons to ft proper exit for their destination. If you have any questions, please feel free to contact this division. Sincerely, Sincerely, Geprgann J. IVyman, P.E. Adam S. Chase, E.I.T. wn Engineer Civil Engineer I s:lspU06kQ-western parking area imp 12-11-03.wpd Transportation tend Development Environmental • S e r v i c e s • imagination innovation f energy Creating results for our clients and benefits for our communities December 9,2003 -Yanasse Han_ Bnts n, zc- Ref: 08398.00 Deborah Dachas,Director :`^ Planning and Community Development ., Town of Agawam 36 Main Street 3 Agawam,MA 01001 Re: Parking Area Improvement Project Six Flags New England Agawam En illeeri iB DiV, g Dear Ms. Dachos: DEC 1 0 2003 On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc (VH$) submits for your records two complete sets of revised plans for the above referenced project. The revisions incorporated into the plan sets were received from review comment Ietters from the Agawam Planning and Engineering Department.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 1) 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 tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." The note has been added to the Legend and General Note sheet. 2) The plant list on the landscaping plan appears to have some information missing. The landscape schedule has been updated to reflect additional plants added by the Conservation Conunission. 3) , Cut sheets and specifuations for the proposed lighting must be provided.Is there lighting proposed in the vicinity of Main Street? Light pole and fixture cut sheets are previously submitted for the main parking area.The lighting proposed along the new southerly access road differs from the main fixtures,and that cut sheet is attached to this correspondence_ 4) Are there shelters proposed at the tram station? If so, elevations must be provided. There are no shelters proposed for the tram areas. An electrical but will be constructed which will house the electrical distribution equipment. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 .FAX 413.747.0916 \\\48399\don\VAR10MPlannasgBoard\Parking lot RmubmittaiLelter}2.p%W.da email: info9vhb.com www.vhb.com I Project No.: 08398.00 December 9, 2003 Page 2 5) Is there a provision for trash collection in the parking Iot? The parking areas are cleaned daily of accumulated trash and swept on a regular basis through a contract between a local vendor and Six Flags. 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. 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 b y the Engineering Division in order to complete the drainage review A completed Storm Drainage Application was previously submitted as part of earlier correspondence. 4) Benchmarks must be shown on the layout 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 this project is through permitting,and the benchmarks will be set at that time.The information will be forwarded to the Planning Board once received. 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. \O�A398\doff\VARIOUS\Planning$oarffwking lot Ra bmitulLdtc92-09-W.doc Project No.: 08398.00 December 9, 2003 Page 3 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. There is no sewer work proposed for the parking lot area. 9) 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. 10) The existing dirt drive curbcut at the southern end of the parcel frontage on Main Street 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 approaching vehicles traveling the 85t�percentile speed in either direction. The site distance triangle has been added to the site plans. Based on the current posted speed on Route 159,the site triangle equates to a distance of 195-feet each side of the proposed driveway centerline. The triangle depth extends from the east curb line of Route 159 to a point 30-feet back from the west property line.The obstructions within this triangle will be cleared,as the triangle limits fall within property owned by Six Flags New England, 11) 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. 12) The following notes should be added to the plan set: • The contractor/owner shall be responsible far 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 far the new main. The contractor/owner i \08398\dom\VAMOLrB\Plan 4 HonrdPurkinS 10 RmmbrritW Letts U-09-03.doc Project No.: 08398.00 December 9, 2003 Page 4 will be responsible for all disinfection procedures and standard Agauum DPW uiater quality testing. • Prior to installation of any server,water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division 786-0400 ex.27518. No piping/appurtenances will be installed or balled without the permission of the division. The notes have been added to the General Notes and Legend sheet. We trust this information will be sufficient for your review and use in issuing an approval for this project.Further,based on discussions held at the Zoning Board of Appeals meeting on December 8,2003,we respectfully request that the Planning Department issue a letter to the Chair of the Zoning Board of Appeals indicating that revised plans have been received and,pending resolution of the few minor items to be accomplished once construction commences,the Planning Board approval is complete.The approval of this project has been continued until our next ZBA meeting,to be held on December 16,2003,so we would appreciate any expedience applied to getting the letter issued prior to this meeting. Thank you for your assistance in this process. It has been a pleasure to work with you and your professional staff. Please do not hesitate to can should you have questions or need additional information. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. John J. Furman,P.E. Project Manager Cc: Ron Sevart,SFNTE Chuck Davis,SFNE \08398\doo\VAR10US\Planning BoardParkc{glot Rm bmlttal Late 12-MO3doe_ S'SM DRArNAGII PERMIT APPLICA S To 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 project permitted throup-h 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"13". (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: T _ _ Vanasse 11anzen_I3rustlin,Inc. 505 East Columbus Avenue-,�Snring_tic1d MA 01105 5. The name and address of the person or firm who will perform the work covered by this permit is: T13D IN CONSIDE RATION.OF THE GRANTING OF THIS PERMIT THE UNDERSIGNED AGREES: l. 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 al times,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 ADDRESS: P.O. Box 307 Agawnni, MA 01001 CONDITIONS OF PERMIT: "Six Flags New England- Parking Area Project, Prepared for: Six Flags New England 1623 Main Street, Agawam, ; Date: 0116870, Rev. ; Scale 1" = 40' ." ' CC-259: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. 07217 DATE: November 18, 2003 SIGNED: a 4 Town o f Agawam ' 36 Main Street Agawam, Massachusetts 01001-1837 D MP Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board SUBJECT: Site Plan - Parking Area Improvements - Six Flags New England DATE: December 10, 2003 Please review and comment on the attached Revised Site Plan for the Parking Area Improvements at Six Flags New England as soon as possible. Thank you. :pe Transportation Land Development Environmental • Services Imagination innovation energy Creating results for our clients and benefits for our communities December 9,2003 _Vanasse-langen-Br-ustlln,lnc.. Ref: 08398.001 1] Deborah Dachos,Director 's Planning and Community Development _ Town of Agawam 36 Main Street Agawam,MA 01001 DEL t r'• Re: Parking Area Improvement Project ` A 11 Six Flags New England W ` � g g Dear Ms. Dachos: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc (VHB) submits for your records two complete sets of revised plans for the above referenced project.The revisions incorporated into the plan sets were received from review comment letters from the Agawam Planning and Engineering Department.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 1) 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 tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." The note has been added to the Legend and General Note sheet. 2) The plant Iist on the landscaping plan appears to have some information missing. The landscape schedule has been updated to reflect additional plants added by the Conservation Commission. 3) Cut sheets and specifications for the proposed lighting must be provided. Is there lighting proposed in the vicinity of Main Street? Light pole and fixture cut sheets are previously submitted for the main parking area.The lighting proposed along the new southerly access road differs from the main fixtures,and that cut sheet is attached to this correspondence. 4) Are there shelters proposed at the tram station?If so, elevations must be provided. There are no shelters proposed for the tram areas. An electrical but will be constructed which will house the electrical distribution equipment. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 \\\08398\doca\VARt0US\Planning Hoard\Perking lot Rmubmittal Letter 12-09-03.doc email: info@vhb.eorn www.vhb.com Project No.: 08398.00 December 9, 2003 Page 2 5) Is there a provision for trash collection in the parking lot? The parking areas are cleaned daily of accumulated trash and swept on a regular basis through a contract between a local vendor and Six Flags. 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. 2) We recommend adding the locations of silt fence on the sedimentation/erasion 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 b y the Engineering Division in order to complete the drainage review A completed Storm Drainage Application was previously submitted as part of earlier correspondence. 4) Benchmarks must be shown on the layout 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 this project is through permitting,and the benchmarks will be set at that time. The information will be forwarded to the Planning Board once received. 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 b) 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 fidure. The technical specifications for the project require the verbiage to be cast into the manhole cover. r r \08398\dots\VARIOL1s\Planning 13o rdParking lot Rrubmiltal Lefler 12.09-03.dn Project No.: 08398.00 December 9, 2003 Page 3 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 curbeuts 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. There is no sewer work proposed for the parking lot area. 9) 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. 10) The existing dirt drive curbcut at the southern end of the parcel frontage on Main Street 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 an either side of this exit point so that vehicles will have sufficient sight distance to respond to approaching vehicles traveling the 85'percentile speed in either direction. The site distance triangle has been added to the site plans. Based on the current posted speed on Route 159,the site triangle equates to a distance of 195-feet each side of the proposed driveway centerline.The triangle depth extends from the east curb line of Route 159 to a point 30-feet back from the west property line.The obstructions within this triangle will be cleared,as the triangle limits fell within property owned by Six Flags New England. 11) 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. 12) 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 contractorJowner r \08398\dots\VARIOUS\P1anning BoardParking Lot Resubmitud Letter 12-09-03,doc 40 Project No.: 08398.00 December 9, 2003 Page 4 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-WO ex.275/8.No piping/appurtenances will be installed or backfrlled without the permission of the division. The notes have been added to the General Notes and Legend sheet. We trust this information will be sufficient for your review and use in issuing an approval for this project. Further,based on discussions held at the Zoning Board of Appeals meeting on December 8,2003,we respectfully request that the Planning Department issue a letter to the Chair of the Zoning Board of Appeals indicating that revised plans have been received and,pending resolution of the few minor items to be accomplished once construction commences,the Planning Board approval is complete. The approval of this project has been continued until our next ZBA meeting,to be held on December 16,2003,so we would appreciate any expedience applied to getting the letter issued prior to this meeting. Thank you for your assistance in this process. It has been a pleasure to work with you and your professional staff. Please do not hesitate to call should you have questions or need additional information. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. John J. Furman,P.E. Jt Project Manager Cc: Ron Sevart,SFNE Chuck Davis,SFNE \08398\dots\VARIOUS\Planning BoardParking lot Re bmittal Letts 12-09-03.dx Town of Agawam , 36 Main Street Agawam, Massachusetts 01001-1837 D Tel. 413-786-0400 Fax 413-786-9927 November 12, 2003 w ZErn Ron Sevart, General Manager n� Six Flags New England 1623 Main Streetcn c; Agawam, MA 01001 `�' -- r, - m 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 - Parking Area Project, Prepared for: Six Flags New England 1623 Main Street, Agawam, MA; Date: 0 1-08-03;with the following conditions: 1. Comments contained in the Engineering Department memo dated November 3, 2003 (attached) are to be addressed. 2. The type of lighting along the southern access road from'Main Street to the bridge shall be decorative. The lighting plan shall be approved by the Planning Board. 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 MA' To: Planning Board •� "annin �, ,.�. , ,;: •� � CC: File, John P. Stone, DPW Sups. '.'` Zap3 From: Engineering Date: November 3, 2003 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 FIags 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 sedimentationlerosion 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 require erosion control fabric or other additional means of stabilization. 6. DetaiI 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. 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 approaching vehicleAeling the 85' percentile speed in eit0direction. 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, Since ely, &� 1 i4 J ( , Q(eorgannh. Ho an, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I Osp1306159-western parking area imp 10-03.wpd. AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN AEV!EW 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 Preparer 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 G8). 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: TOWN of AGAWAM J, J, is MEMORANDUM To. Planning Board CC: File, John P. Stone, DPW Supt. 6 From: Engineering Date: November 3, 20031Y 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. 10/07103; 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. S. 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. 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 approaching vehicles tra�elin the 85`�percentile speed in either direction. PP g g Pe Pe 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 27518. 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, Since ely, /—" I X 0 eorgann I. Ho an, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I sAsp1306159-western parking area imp 10-03.wpd o� 9 Town of Agawam. N• • h 36 Main Street Agawam, Massachusetts 01001-1837 Alfa Mp Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Firs 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 Aup^u4z� Michael R. Mercadante Fire Inspector Agawam Fire B R tme t Date. 0 0 a�� 9 Town of Agawam 1�• N/ ;rye 36 Main Street Agawam, Massachusetts 01001-1837 �bp�ATEO gyp,` 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 - parking facility 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 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 I. 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 Revised 11/06/98 Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval-Parking Facility Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Agawam Planning Board.The Applicant is requesting permission to modify an area previously approved for overflow parking area and construct in its place a permanent parking facility.The permanent parking facility is expected to provide parking for 3,563 guest vehicles, which is an increase of 2,663 spaces over the 900 spaces permitted for overflow parking use.The attached set of plans provides full details of the proposed improvements,which are generally described as follows: 1) Earthworks operations to provide contour for the expanded parking area and create stormwater detention basins 2) Excavations for the extensionlinstallation of underground utilities,including portion of municipal water main extension,drainage piping for the stormwater collection system,underground electrical and communication distribution systems. 3) Restoration Areas within the Riverfront Area of Four-Mile Brook for areas that were previously considered disturbed 4) Relocation of an existing drainage swale to provide a continuous parking design and creation of a wildlife restoration area 5) Installation of new hot mix asphalt and pavement striping 6) Creation of an additional tram pick-up/drop-off area within the limits of the parking area 7) Improvement of an existing curb-cut onto Route 159 for use as a new parking lot exit 8) Demolition of an existing roadway bridge over Four-Mile Brook,located on-property,and replacement with new precast concrete box culverts to facilitate improvement of the southerly access road. 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 OWN OF AGAw2 36 MAIN STREET AGAWAM, AM 01001 BOARD OF APPEALS q Mp MEMO DATE: October 14, 2003 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: 1623 Main Street-Six Flags New England Drive Aisle Project Area (10 sets) Parking Area Project Area (10 sets) Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five (35) days of the above referenced date, we will assume that you have no objections. '- OCR � � 2403 s� Q k\IN �� . Six a s ew n an Sl* te Plans Issued far: Site Plan Approval � Date Issued: March 13, 2003 Par n Area Project Area Latest Issue: October 7, 2003 . 1623 Main Street Agawam,awam, Massachusetts No. Drawing Title No. Drawing Tide Owner: C-i Legend and General Notes C-16 Grading,Drainage and Erosion Control- AGAIIr Premier Parks & Stuart Amusement Company C-2 Key Map Parking Area 1623 Main Street P.O. Box 307 G3 Alignmeni PLin Drive A;" C-17 Utilities Plan-Parking Area Agawam, Massachusetts C_'l Layout and Materials-D,,-ive A>slif C-18 Utilities Plan-Parking Area W` Applicant: - Jr-ding, 1]rainage anci Erosion C pn-tra3- C-19 Utilities Plan-Parking Area NG DOW Premier Parks & Stuart Amusement Company LOCAMN Drive Aisle C-20 Utilities Plan-Parking Area 1623 Main Street ' .-Gtasi�ics Hap - Drive Aisle C-21 Landscaping Plan r\ P.O. Box 307 Agawam, Massachusetts C-7 Profile 111z. - Drive Aisle C-22 Landscaping Plan Assessor's Plat: K3-3 �4aacAvxtts`. C-8 Typical Sections C-23 Landscaping Plan .r Lot: 1 C 9 Layout and Materials-Parking Area C-24 Site Details SITE pLAN APPROVAL a imo r.r C-10 Layout and Materials-Parking Area C-25 Site Details Map 1► AGAWAM PLANNING BOARD Site Location C-11 Layout and Materials-Parking Area C-26 Site Details C-12 Layout and Materials-Parking Area C-27 Site Details — C-13 Grading,Drainage and Erosion Control- C-28 Site Details Parking Area v Cn_ z, C-14 Grading,Drainage and Erosion Control- s. �,' A' • A a Parking Area C-15 Grading,Drainage and Erosion Control- 't ''' "-: `'t y Parking Area _ r•s - Reference Drawings Sv-1 Existing Conditions flan-1_:•fivc Aisle WR-1 Wetland Area Restoration Plan Sv-2 Existing Conditions Plan-Parking Area WR-2 Wetland Area Restoration Plan Vmmw Hanger BmsMaJac. - Y - Sv-3 Existing Conditions Plan-Parking Area RM-1 Riverfront Area Mitigation Plan Gad D rtation t e opmen � Sv4 Existing Conditions Plan-Parking Area RM-2 River&ont Area Mitigation Plan Environmental Services < Sv-5 Existing Conditions Plan-Parking Area RM-3 River front Area Mitigation Plan RM4 Riverfiront Area Mitigation Plan Denotes Sheets to be submitted as part of this submission to the Town of Agawam Zoning Board )cnotus,o,h :S to be sizinnifted as Part of a Si;parate submission to Yhe Tv--W:uf til?q :aia I filling Roard SEW. 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Utilities Plan- Parldng Area C-e20 40 0 40 BO rya SCALE IN FEET +e n,N 20 n R.I..,w.•er 0s391Joo 1We7 . . ., ae Tom 1! ea f \ Ab fN I °aa � 96 I 1 !r t I f ® 10 P a8R Sc oru 11 I /. 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O I I ARGL11119G7 PWOR to NOTALLATION. BY TIG&-Mr-N A660CUTION OF KPMMlTPuK . t 1 ND Ou apt/ ATW aP CZM IGC LSTLRED/JD s F�d_LWN oA LFTC 1 1bR GT8 YEAR , 1 "'r LIST 1 1 NO FlJNT t14TlIeAIA 04LLL W RIeTALLED WTL ALL GR4D6a7I1D Io, ExI6TN3 TPOM6 TO t�N 6NALL et PR M—ap am Tuv,:R f1.77 KEY COfA IGK NA?'� Gp•11•pN NhT"I 61,E VQl1QSSe HQ11geA B)718✓! Inc. 1 C04TRIO-MPN`U6 MM COMMUTED N TM RYEDWITE ARKA. 6NPm P E'MCT 6NOIt1 FE4M AT.TLE DOW LM OF TLE TIC �E Tl�b TnngaMdi- 1 1 DONTRAGTOR 6NLLL NOT 6TOINE%SW CL.E6 OR MATOMAL6 UFTFIN 11 L=d Danlop=E 1 A A S-HCW DEQ"EDDE'D !WALL ea muLLED Pm pAIOC LADOt LANDOCAPE AFMA6>ANT OAM46E TO MSTNG TREFA GHFXJ .OR LA" 6 AR ACM MMft"'GCTOe 61 O OGTOeOt CLOW MW MAPLE 71Y•S'CAL 1 All TWO"IrD 610I AND 61 ALL R.AIRN3 DEC*A6 6NCLN ON !WALL ee t�A11Qp pY TWO CGNTRACTOR AT ND kPP,,,ONA-006T TO 6S � T t , 86Y}[P=c0W sa Tim 1 1 T,E PLeRi'Ip,OK AO DOSOTCP eT 0Wt1fO RP lR6CtTATrvl, TiE OIi6E11 so PC ?-VIP"C."J."7ANA'A1tl6Too"T. A OGTOORAT C.ALLMtT FEAR Pl-S•GAL • 1 \ 6. ALL 1142 6 MULL es SAL EP APO dwLAPPED.O&Z"0WIMMMe L AtQAs DE&MMATED•LOAM.6@D•WALL—K U 6-OF LOAM AMP . . 3D3 EM Cohmabo Aram! NOTED,OR APPRWm 8T TMCURJF1C61E]•fNen+rwTLVE. � �R SaC D MATMI rtO'��D ' �TROLL K4MLG 1 1 -6 ♦. FHAL OIIA W FOR EA04 PLANT TYPE!LULL eE A6!NOUN ON TM 413-747--7113•PAX 413-747-0916 PLAT TWO N MM!HALL TAKE PIMUCEDE)CE N C,W O ANY G. LOAM AND 61m ALL APA AA NOT OT64MMM6 TFRAMP • .3 1 I O 0MCREPANCY BETWEEN(i OUffP_6 SNOW ON TIE PLANT L*T AND I S ON TM PWL b. U"PLAN M NTIMDED POR LA P6GAP►L'I'1IU•06e8 GMT.IE!'Dt TO LQ Q Q Q Q 000 Yterrr^G � PLANT ft2%6TMJr&Okt&rnT e APPRVND IN61E/PTN DRA1W76roALL O WW 67E GC16MMON 1pte7Anot n°Te06MFM WP A a I II w _ o :am DEN j ^ Q }y _ ———a 4 P °4 O—— ° D o.• O O a 6 , J O m _ _ - - --- ---- --- ° C S 1 I c I y P ° - ------------ _-_ _ -- - sts 0 - I dD 0 cc I I � o °oP PaPOo - - - - --°_o_- -_- °__ --�--� _-_ \\ __ __ ° ® ® ® i I 8 a ° a _ °° ° °o y P __ _ - - _ °o° to o ° T P P ° ° ° ° 0 °u ----- I m0 o 00.O P� I ° ° ° ° _ - -m-- - _-°° o ° Po o ' ° - �,°,.,. ° 9 ZD P ° a y 9 0 ° a ° 0 ° P a P O P ___ _., .__ _ G�— ° ��......rr '-�Jj o` ,-3 P° 4 Pa �r,is °to o ° __ - P_ o o a _° �•t,....,-1 a a - -- - - o -_`_- ----------- - - I ° P 90a ° I I° 5 ° ® o° P a ° -------'---- ---- o°� g� 3 ooP° co ° o �o ° 0 -a v-- BASIN 5 LA11T a y l a ` ° o c 0 e �r ° l a °�D yPL tP P a0 0 o°o o P P 1 * 0 0 °°0 °O° P I I\ ® ® D o D °° �" ID i- __--_ --__-- -- ____-_____-- __ _ ; 00� a opw- ao------- 4_ -`--- --d.� -�---- l ; D- _ • f =`���1�_� e-- - ----- -------- ---- INFER ITTENTSTRE 70 oP ° u - - - 6`- -- BEN R LOCATED '0 ° -90.1 .qpg `\ \ •90.z +90.2 O •93.0 'v 42. \ o P o ao PRESERVE \ 0 ° o a ° u ,...,�.. .....o....._._ .. . _ - .. EXISTING TREES `-- -------_ ---- ---` \\ \ - 4 - - 1 _ - 00- ° a a 1 \ \ \\ \\ \\ 1 L P -- ----- --I$- Po- - o -- ----.--- ---- - - ----- _ \\ \ \ .0 _ ® ` Q - ------- ----- -- ----- �t LINEAR ET a \�\ \ \\ Icm RE CEMENT HANNEL \\ \ -se.6 \ W�. s1.t x, � t P166 I0,D7JR1 11F I m \\\ \ P - .•1 ® 9ryn�e,NY 1AB h•.n hY 1Aa PwduA by 11P p 00 t \ � I O LW OF 1 20NE \\� \ ® y - i a9 aroma er. •os•++•9. ITTENT S, TO ® ® o s.e. NU - `® -------®-— ------_----=w-°_ ---- _ Transportation Improvements \ ®96.° �-- --------" Six Flags New England PRESERVE - EXISTING TREE '•*. ` - - \ \I 11 ° o r o 1623 Main Stteot t \J ~\ y 1 1 ® Is 1 �00 ®q Agawam,Massachusetts PRESERVE EXISTING TREES tAL6T IppOaoo" ZONE t I L 1 a $ ® ® a Site Plan Approval ® ®� a 4 L [(�] Landscape PNNG 54♦ y ® ° ® ®� I andscape 1 51+00 r �00 \ ® Plan E y - - -- _ _ -- - - ---- - --------- _ JOIp1. C-22 4o G 40 ao [� T 1 \ •�\ � I t:T.R,616 M n SCALE IN FEET J I E \\\ I \I C IT I lr^ I 1r f " M to 3 L OUM.A do M F 09 CA03a f . ' • • ' E I G f cs . 00 p k Ij a2 o7w' • ..' pi t a �9tt2 6y® a p o as ax 1 I ® I J � r oi� Ir/ 1 �' pp f I I I I °I o I �d 110 °°° so 11 p° �� a® I 1! r pagoI a® 1111 ° 4 + II z �� 33 may 0 [ p II r q4 I 1 i e ° it I I l I a 7 A41 ! all a ®� I r l 1 r ° a po po° I CPUII o ° ° - •,.1 ' a° 1 1 I I I � I ° O I I 1 1 � / I r V 1 I 1 ° ° I0 °°I I ° w.�°��f Kati° II o°o 0 1 110 I I ° I I I m ❑ I I 1 1 r iuF�0 e`$� /_R_// S°$8+ ! a° °I ' I go ^ar !11 0 I i `$°° ° I 1 a 0.1 'Ti o ° ° 1I II° I °�a fI I 1 ° ° 1E ® ° 11 ® 1s�4 {b / 888°aFl II 119° ° 1r r I IIoil II 1 $ ctl° ) I ° °?13 ! + �I I �r I I to ° oo ° 11 ®I 1 0 l ° ° �11 11 II 11ao p o ° op ° rl° o I I I a°Oo , °°° t it°6p a ° Jim I ° r ° aq I;p °F l o I I I I I I e8+, a I° i III r asr °°o°� �, c� I ° I yerp0° o I ° ° t - r r ° ..° 1 Q V1 r ! is b.. a° rI F r p ° ° ~ 1 +00 r I °g I I coal -- �po a ° o l l 8 ° 08 `� il8 egll a $ OPI i a al t.\Dceu�enK.aye sae:. .\ m.,\Rr:Ylr�\oe39a�ld,..:\.vns�t\aea9e-�E*-AA.e. Notes vamme Hangen Btwtilm Inc 4' A' I.ALL SECTIONS SHALL CC DMONED Scrim BE SEE DOUBLE CATCH BASH - FVK FHS-1D LOADING FRAME 2.COPOLYwER MANHOLE A GRATE b t SYEPS SHALL ANOIE 14"{44a,) Pa FUaSH fRAPE� rcw> I •� �,A. +•!f•I~ &WAILED AT 12- 0.G Fat THE FULL - - ?. {.._) �T DEPTH OF THE STRUCTURE. ir PALED AREA LANDSCAPED AREA 1 PROVIDE-V'KNOCKOUTS FOR PIPES T13P OUTSIDE F SEE NOSE 1. - 11(M3R.) 1 24'x36' -� WITH Y MAIL AR ALL P TO OATTSIDE SEE APPLICABLEAftmo OF PIPE- MORTAR ALL PIPE - .4 :.WVED t S[I NOTE d LfIUT'SrE K FTE PAVEMENT SECTIONS COMMON - .- . COMPACTED�NFtAR FILL QRDw.RY 0 F*�M CONNECTIONS. SAWCUT(SEE PLAINS) QUA 4•TRA 6+1 4,JOINT SEALANT BETWEEN PRECAST - S2 R IlLFR s SEE NOTE:1 { } SECTIONS SMALL BE PREFORMM I SEE ROTE S. H006 sm"DIE 2 gPOINO BIM RUBBER. ' Sf NOTE 2 xurs r- i 14 DEPTH AND SURFACE S.DRAW MANHOLE FRAME AND COVER IbI �u HOOD •DOOMONSE•OPO4MG > 8 y TREATMENT VARIES --TTT--- SHALL BE SET W FULL MORTAR BED. m` SEC NOTE 2. 1+1 AND M R GRADE MTH OKAY BBIX 4a'QA. NON. x _ �• 8dp ,� < T'., uCI MORTAR(2 BR1IX COURSES 12' TYPICALLY. S$MGT[COITRSES 48 OIA 51TP5.SEE' YNA7BIUL1) •:•:'.. :�7'- '- 11. �.i—'RARIRKi TAPE �+#S NOTE i ''�l - :4�• - . Q• -� • A ye, o t.rla}M _ SEE MOTE 4 72 Xra!Aer Q 5 �� 7883 F71 �� SHELF TO BE !+P TW. - pp 7• '$ 9.• p IIfkJ I _ham vJ�d. GWPAVIIED ,n a t R-gidiY' BAp6'Ll 41C'DIA IBlI COAIMM FORMED 1;OYPACTED atAYT1• COMPACTED Y16GRADE pQ�I AT A SLOPE OF Y 6�� =�' . HAF¢1 TAiP©HAUHLl4NC & � PFR FOOT. COMPACTED GRA'rQ COMPACTED SUBGAADE II 4Z b.o- COMPACTED BEDDING YAM o T� COMPACTED$UBGRAIIE DNA. VARIES - ___ 1.ALL SECTIONS SMALL 0E DESIGNED FOR HS-20 LOADING. 1. ALL SECTIONS SHALL HE DESIGNED FOR IDS-20 LOADING, SEE HOTS S. 2 MOADE DOGHOUSE OPENRNO FOR PIPES YMTH 2' MAR.CLEARANCE TO 2 PRQ4IDE DOCai0U51 OPENING FOR PIPES MATH 2" YAK pLARANCE •';.•'-�'•'- �.' OUTSIDE OF PIPE.TDP SLAB SHALL NOT REST DIRECTLY ON PIPE GROUT TO OUTSIDE OF PINE. TOP SLAB SMALL HOT REST DIRECTLY ON �,,,�,'W_y 1'� p .,. •`8°¢ 72- ALL PIPE CONNECTIONS(NON-SHRINK GROUT)L PIPE GROUT ALL PIPE CONNECTIONS(NON-Sft@(CROUIJ 1, WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH 3-JIXNT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUM SMALL 3. JCHNT SEALANT BETWEEN PRECAST SECRCNS ALL LIE PREFORMED DETB710N BASIN BERMS OR OTHER SUCH SPECIAL ' ROBBER. - BUTYL RUBBER. SECTIONS,PEACE TRENCH BACKFLL WITH MATERIAL& CtYERT CONCRETE INMERT L- Saw" TO THE SPECIAL SECTKON REOUREwEKrS- 4.CATCH BASIN FRAME AND GRATE(4 DEPTH)SHALL BE SET IN FULL MORTAR /- CATCH BASIN FRAME AND GRATE(�t1EPTN)SMALL BE SET INFULL .- COYPACIED GRAVEL � MORTAR BED. 2 USE METALLIC TRACLNC/WARNINC TAPE OVER ALL PIPES S.ADJUST TO FWISSM CRAOE WITH CLAY BRICK AND MORTAR AS REQVLRED. a ADJUST TO FINISH GRADE WITH CLAY BRICK AND MORTAR AS COMPACTED SUBGRADE REQUIRED. •.. Utility Trench A/I2 Drain Manhole(DMH) 3/02 Catch Basin(CB)Shallow Cover with Hood 310s Double Grate Catch Basle(DCB)Shallow Cover with Hood s/aIt N.TB. S—Me LD_sw N.T3. .eurec Mg LG_IIs N.TS. L7_las N.TS. Save: VHF LD_136 TFFS BENDS M1 lEXM L. rEu L• TEES L. TEES L. 2Cb= L sewn L wim L BEN= L 6'aA ' 1Y C Ir.tr.4' 4'p 12'.L2'sd' Y o- N2•.f2•.t2' 33'r 6'L 1/4 2'r d'P2 L2 4'¢ 6'45' r¢ 6.5,7' tr r IT r iraio-.r IL'r 2.IRE.r x 7 r M V4 2'Nr r 22 V2 S-¢ r 4S Lr r r sr C4-r r.rq' �'r Lr•Ir.lr G' r L;.12'rsP Zr P IV L/4 r r IT 22 W2 A'W =¢4Y Ir r it Hr M r IL•D 1/4 7 r IV22 1/2T' VIZ BRANCH TESz t L.• Ii v .c' 70 r r.r.s• Ly o- 0« '°bT Lsrr.N.TS. Transportation Improvements O 4r4,1 PI-AN Six Flags New England r REDUCERS EX°dN FOR CHANNEL PAVING l(23 Mlfm sDsts-_-t rtx PE]RNCT7IN EUE L 12• Agawam,MassachLF9etrs fY TD r 311' - CM THRUST RESTRAINT_ PLAN to-TO r a,r ® GATE VALVE R P 4—A TMC Agar m48TLDE mg wsO OM M rmivo G.@UlR ASgAITIA4 -... 12' ff." r f 104 E:a ETA carr.rr t w DMA EERIE+mart F � rt� L Site Ply Approval QIILR A • grMY aa—.wM wKl PLAN ANCHOR TRENCH U xA 9 rt51 2 OO nn TL LOv rLArncin vmK flw an w+rh. FILTER FABRIC .2 CRUSHED STONE COMPACTED . •-. BADE Site Details fly�newt(AV—m ST.ak ua) lbxud RAft'amtP-t>Wd l at GaAct(Agawam standard) Riprap Channel 3/02 C-24 N.TA, N.TS, PN N.T.S. SNA.[F REY La_NTtl OYL rt NH7a n•..e « 2.4 73 • -- +.. - - 1 - :+•,. - .. r : '-=: .r ,B�`or43 08395.00 i CAD-0-4 end SvUings\ et4A sell \OUOSa plan••t\Fyllsrt\MOM-DET-PA.dwg Vanasse Hangen Rrustltn,l'rr- N0 X Y Z 01 �" Iaad I?CVEIOPmart LIGHT POLE k ANCNORING Favrt»aaaea4F SoY'sla PROUDE 8A5(CIDVQf JI SYSTEM BY MFG- 2 a' a' t' 6•+ Z AS POWSiSHM BY Pau MMII 1• CHAMFER IY EIGHT POLL BASESIN PARKING LOT TO BE PAINTED VnLOW __ ;' PRO1. Mt Y /3 HORIZONTAL TIES O 1Z•C.C. GY It _ '� S�Am 4 - 4-/5 VERTICAL-EQ.SPACED ---- ' h FINISH GRADE(MATERIALS VARY) SAFETY W(S) I _ � 4•�LDAH GRILL AND MORTAR HORIZONTALLY NO.6 REBAR EQUALLY SPACED I 16•-, BAR a - 2' TYP.COVER 24•-1 BAR 30 - 2 BARSAPR 99 EDGE CONDUIT AND GROUND ROB 38•-2 BARs I I BE�Ur5nTOCONNECT TO INSIDE METAL POLE �"-3 BARS I 1 WITH FLARED END e SEE ELECTRICAL PLMI FOR SLZE Nalr.SAFETY BARS TO BE I I a+vERf�Y LYEVATION e OMITTED 04M E (TYP.J Ia' THICK - j3 RE81VR MICA ON P1ANS" I INPERVTDUS COPE 4 4" co1PACTEJ •'A�r.��' l ! 14 R®AR PRECA5 FLRE AD ew SECTION S1l$TitAT£ COMPACTED SLOPE 1:1 iUquUM SUSLRADE • BOLT LAYOUT _• STOLE FOR PIPE END COMPACTED OR No MDUNTtF4 7 t I z -TOPSOIL PER MFr,SUB EB 1 3a- PROCmURE AS 5PEC5 I' PRADE ENERGY DISSIPATION BOV& ,FILTER NDttl: ` FADRIC COMPACTED SUBGRADE ` a' LIGHT POLE FOUNDATION DE90N IS SUBJECT TO CRUSHED STONE CHANGE BASED ON FINAL POLE AND FIXTURE &A DEDDMG SELECTION AND fEOTECHNICAL SITE INVESTIGATION" (2•STONE SIZE) Light Pole Foundatioin_Detail(Up to 40'Pole) _ 3/02 Fhuvd End Section(FES)with Stone Protection 3/02 S.M..t Farebay Detenuon Bodo 02100 N.T.S. Swrcc vIe REV �Ip_310 N.T.S. Spurxc vHp REv LD_13A N.T,9. N.TI& STAKES 4. (2 PER BALE) DETENTION �.T� (G I-m �jS ••E o 11rl. IYA x4"'MUOD STAKE ) __ NOSW � j Ea � or �1rly OR APPROVED EQUAL (YAx ,y`: ; :Fr■"r';'; a p 8 ?WC 'WO 7 O ON 1 Iz• Bo.o 1s- 94.1 30' a3.a BS-e BS-a aa0 I' 3' STAKC BALED HAY $ 12• 80.0 12' 81.8 30• 81L0 828 t12.6 Ba.O SET FENff �2�PFR BALE OR STRA =_ T'�', :ram b - ::.�,... .. 1 P7>@LJpdana 1W0'7lUJ JJP -:• - -'.•... -. FILTER3 12" B+.a 12• 88.1 21' tN.B 88.0 N/A Bt.O R. A.JYon ool. °' 1;.: ',_ ti:• - FABRIC TOP OF BERM S 4' 88.2 8• 89.2 12" B&O Sao a8.0 Sao .a - _.:yA: v.:, :�..• i _.■,` A L eT ]AH pe+�sA ]" .o.d to nr JIF SLAB OVERFLOW TOP SLAB c —.nr App.rC by RIPRAP SWALE ---_-=— - -- N.T.S. °°" M.12-20D3 O>•E ., OVERFLOW artn Tom,,, WORK +; B . FASTEN GRATE ORIFICE H WEIR Transpol Lotion ImproveEnents AREA -: BALE Tw-NE To LIE t'al's3•MOOD STAKE• To*NO WALL l .•;_.:,, f RAC SURFACE OCA"BASIN ' N R INV.8 KING WALL Six Flags New England _. ..: , -•j - STAKED BALES �- FASTEN TO5SIDE ORS w bTl AN )RS 1623 Maim Street FLOW •.�;-:. :>;e+y' DOi{CAEfE�u C41 TE PROTECTED FA�nC I —TRASH{ 4-OOPPAENLWGS) S4• Agawam,Masmchusetb I g1411p� AREA L ORIFICE A TOP OF TOP OF 777 • WYM MFI A OU�Y PIVE7IT 1Nv.A ( •)MBEDMEFIT .t % PIPE . EMBEDMENT _ 1� , Site Plan Approval (MINs �ry,n,� STAPLE 9asien Ykw �1 l•- >'W L" _ +E +"t.D►M y,�„v�;, �17 11 y 4 L X-C Notm- 1 .i_ 2 COMPACTED COMPAC O v T• •:_, ...• A .� 1. ENCLOSE STRUCTURE WITH NAYBAL.ES I Af GRAVEL O AVE3. CATCH _ BASM CONSTRUCTION. MAINTAIN UNTIL PAVING NG BINDER NPER t'a7UR5E R '�• 'QL�"; 'Q. '¢• 6'`::vq '' .per wood REM IS COMPLETE OR A PERMANENT STAND OF GRA55 HAS BEEN �R �Q�$�t b+� �:�.�12" .r "b r6s6��F$�a`9bdy�' d Site Details L PLACE 4"OF FABRIC jebl� ESTABLISHED" ?i. Y'"-, ' c �= a :' K :tif ALONG TRENCH AWAY FROM PROTECTED AREA 2-IF GRATE 15 AGAINST EXISTING CURB THEN HAY SALES ARE TO 4" BAL1IF11_L AND COMPACT. BE PLACED AROUND THREE SLOES OF GRATE ONLY, COMPACTED SUBGRAOE Now 3.GRATE TO BE PLACED OVER FILTER FABRIC" L A PLACE ONE NAY BALE CULAR 4.BALES SHALL BE INSPECTED PERIOOCAILY AND AFTER ALL Se View A�► n...ay wn.IJ- ALONG NAY BALE BARRIER 100'O.C)- STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE --Y� • PERFORMED PROMPTLY AS NEEDED. Silt Fence/Hay Bale Barrier Winbedded) 3/IF2 Catch Basin Sediment Trap 3/O2 1 Mrs a Outlet Control Structure 3/112 �., S N.T . Sa+a:t+6 LD-A" N.TA SeveF VI+9 LDaTs N.T L laVice Nb REV Le_162 AMA� J cm s.. (b+IGta 25 .21 e�IO f 03 08398DO a a� a __ X$ ' N o W ,s, VI Rg ZR IN gi • Y �ry Y. � � � `��� �2 3 � � NF 5 •y. r o a z 4 ~a 2 � °s N N1 r ri � r •d a F 5!lYld 33 �„ Ln 3 >� ia 5 is _ Y j �� � 3 � a�a`� � �ioy ,�� ' - '�'•S = � Sri � � 3° i An 'r� ,� � o r1 a m� S c: $ *z ��y (,� � .o °•1Ya .o °•tya � Z o°, Q o•° ' g� 3 I � � � $� � � � �� �� � •nv a°o•�o '•vn�,°o°o. �� O ' 3 1 i ±W z ��• H � °• •- N `] Y YI -O 1� n a � z � Z e n � ,are•�,,.d IMNa> °• 6�• N g pis TE .91 d a N Z io 310 a 4t)b V 's+n'�'u' ISn ' f� •} '.X�°i k 1 j Ur„� d p�;�`Hrd,. •i :7'�. '° ti 1l^^ (. U .... VV r •� � aa• � �QQ ��c� Dia fsi sj AL .9 E ti CAD—entn ad Settinge\pates\D4Mtop\a639e\plonast\FuNaat\�39e-bE'f-PA.dwq SELVAGE OF FABRIC ' XNUCKLED TOP a BOTTOM yQ1lQST�HQrige►i Bl7ISlllli,Inc. TIE wIREs TIE MIRES 6.-3• 'EY�Fpollsfim TOP RAIL TOP RAIL 3"Mw. LAUdDevalO� W e.Q7 W 6A159 POST Baviamnell�lsaVioa NI8.5 h DIAMOND 014~14;yT{FA@MC W 6.ET KNUCKLED F%M.'O, TOP a BDI-IpY TRUSS ROD RICFAD CENTER R� OFFSET BRACT( Fir BBRAOLE7 ��OLT R to of Borrow R �7nr ,� o•_r 4'-3- BELEM 4F5�SPl7 SLOTTED HOLES CE BOLTS TOP RAIL TOP RAIL FENCE FABRIC RAI FUMM FABRIC CORNER.ENO OR UNE POSTS �31TER CORNER.DO OR RA LIME POSTS ILa aR BACKUP j 80T10Y PAL I-WASH Qg= s PLATE o 1"WASH F N.on. ID lV Fw19N GRAM li' � w 6_,155 CONCRETE FOOTING CSlflB ma I I 6-C L[;• _ '. -... CONCRETE FOOT f� •I (3pp0 F'9-TYPE I) {,{ w 1OEM" 1 GROUND L94 (3000 PSF-TYPE n u 10'OIA O UK POSTS I I y-� OR V-•4'O CORNER, FlHISHED I I NFeM 10'CIA.O LANE POSTS / PULL OR END POSTS OR 5URFAC I I , OR T-4'O CORNER. // RILL OR END POSTS SctboB 1. GATES,TRUSS RODS AND L J Bunn New HARDWARE T9 BE AS PER MITES AND HARDWARE TO BE MANUFACTURER'S SPECIFICATION. Bytomr� AS PER MANUFACTURER'S SUBMIT MANUFACTURER'S SPECIFICATION. LITERATURE FOR APPROVAL Chain Link Fence up to 6' 3ro2 61 to 101 Chain Link Fence 3/02 Steel Beam Guardrail with Steel Post(SWe,-Faced) 3/02 N.T.B. 9—: v,Ta 0_491 N.Tb. fi—:VHS REV LD-48D N.T9. � �. S- N43 KV Ln wee 1 A. BURY THE TOP END OF THE BITE SIMPS w A TRENCH a INCHES OR MORE IN DEPTH. WCURE NTH OF STAPLE$IN VERTICAL 6'-3• D.C. TRENCH WALL,ROW 6 INCH SPACING,4 INCHES DOWN FROM TOP OF TRENCH Y,6sB-5 POST-.-.��� w 6.15.5 PG57 `� L MIN. B. TAMP THE TRENCH FULL OF y. y, M 6>N5 SOIL SECURE MYTH ROW OF + Y.4•Y OFFSET BRACK l - 9TAPLE9,6 INCH SPACWG• W 6*8.5T-- �, I 4 WCHES GOWN FROM T}1E y .'y •;. 1 _r ..__ OFFSET OP4CIIL�.!I - F-3-70 HQ7---��•I•I ll��..cc `I�i TRENCH. Y I -T- ....y_;¢Y• TYPICAL •F ---_' 9p1 JAB c.e anc..a n 4een•.4 e.C. C+IERLAP- BURY UPPER END OF TAMER _ � + } .�'. ` } SC°'N.T.S. °'°t' DEay 12,ZD 4'-W DD ti+M TMM YE'S!E ➢' -- AMpTAC M LIED TOP STRIP 4 INCHES AND STAPLE y i .i 1•.y 4' S• B" B• 4' - -BY ARRU[ECT1 \\```` Transportation Improvements — �x 1)& S_OTIED HOLES = -- Six Flags New England 1623 Maim street r� - - 'K\��� _ Agawam.MBssechuwas « 4 1 •! D. EROS{ON STOP-FOLD OF 11TE \\\\\OURIED IN MR TRENCH AM LANDSCAPED AREA TAMPED; DOUBLE ROW OF _�� 1 i __ ` STAPLES \``\\��`�� -- OR TfaPltC PIBII ApFOV8I J w s +�• M10TH9 ARE s-o•Lc a = _ \�``\` _ REatxRm,srAP�s P_,,„� —`CURIJI I N STAPLE OurgoE EOCIE i6'OR 12"DIAGROnD ILvE 2 FEET ON CENTER. CONCRETE SUPPORT + rLT Site Details wFN ACE- I I \\\`` — ••�Fi••- gY S�UkC V1llf VWIDTH Is� 1 .INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATION$ o...yr _Steel Beam Guardrail with Steel Post(Double-Faced) „02 Sign Post-Type PAP 3� Erosion Control Blanket Swale Lutalladon 3rox Fa wl '27 K7S, se.«<. 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Vm FRAME A GRATE TOP OF GRADE - Ya3sas�e 1Ynngen Erustltn,Inc AmUSIDT r 24' % 10 11mdd Da"hq u d Pd'AtoOme>mt SWAM HANDLE FOR YTiTmVN E 4"/PVC PIPE REMOVABLE YIN. 15"RICH •".OUTLET DO W AND TEE w/4"CAP b�PIPE S-rckwCEPTOR 4`.PVC PIPE INSERT CLLMDUT/VE11T PIPE T SEE NOTE'j .+- - W CJ m w� 4'4 INLET DOWN WPE RISER PIPE {REMOVABLE) 5" —......J 48"0 m SERT DOPE AND TEE HERE (TEE OPEIONOS TO FACE SIDE WALLS) 8eLf10a faev POto N1ew No= 1.THE USE OF FLEI(IBIE CONNECTIONS 1S RfCOMkCENOED AT TIE OUTLET%HERE APPLICABLE. .. 2.THE COWER SHOULD BE POSMONED OVER THE 4"0 CIEANOUT/VENT PIPE AND THE 4-e INLET DOWN PIPE. t 3.THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE - OFF THE FOLLOWING U.S.PATENT- 04BB5148,/544B3S1, 05725760.05753115.}5849161. 4.CONTRACTOR TO PROVIDE CRANE TO SET UNIT(HEAVIEST SECTION WEIGHS 50M LB) 450 Gallon Precast Concrete Stormeeptor(S'IM 3/a N.TS. Sovae vNB HARDWOOD STAKES OR DEAIIMAN(TYP.) TREE PIT '1 ROOT BALL GUY WARE INCH DIAMETER 1/2 OOC RONFORCEO RUBBER 1 P1.Upd hm 10107A3 IM HOSE(ABOVE FIRST BRANCH) xa x.wd mu 4 D"r"a er lAB i e Or JAB tlxckM sr JJP THREE STRANDS OF fS GAUGE I TMShD C{LVAW2TP SIEFi%T� e•c erxk.a by Mww.a er TOP OF ROOT BALL 1 INCIH ABOVE rx2'e!'HARDWID00 STAKE 'N.TS. May l 20D3 FINISH GRADE (5 STAKES PER TREE) C PINE BARK MULCH.K.NOT Transportation lmpravements COVER S1Q15 OR TRUNK. iRRl1E AM CUT AWAY BURLAP Six Flags New England FROM 1/3(ON)OF ROOT BALL TREE UALL BE SET PLUMB. LF SYNTNETtC WRAP IS USD. AFTER SETTLEHEWT 16Z3 Maim 5trat RFAM)tIE COMPLETELY. SLOPE TO FORM SAUOER, r ABOVE THE ESTANI!�D TRUNK FIARIE SHALL BE SET • wmiu PLANT BAOKFI L MDxTURE. 3'MUIU M CIRCLE I I F91ESHED GRADIE EIBSTlNO fJROtR1O 3'C'h1E BARK HIULA71. 4 I WITHIN T3'OF TRUNK GH $itC PiBII Approval 5LCFE TO FORM — — 3" b'H04 SAUCER ST ROOT BAIL ON P1JW7 BAL7SFIIL MIYTWlE. na.wl HOLE- rroa TDIES'CO.,OUWEETER OR ON�CX UNDISTURBED PA TTED�SUBORRAADE DUSTING AREAte `EXCAA1VATW l+� WITH SLOPED SIDES STREAM UNTIE AND(SIT AWAY GUMAP FROM 1/3 OF ROOT BALL(Wk Site Details F SYNTHETIC WRAP 15 USIA — — — e c REYOWE COMPLETELY - PROPOSED GRADE . 1. LOOSEN ROOTS AT THE OUTER SIT ROOT BALL ON DUSTING . EDGE OF ROOTBAlL OF UNOIS]1JRBLED SOtl.OR ON CONTAINER CROWN SHRUBS` HOLE-THREE TRIES RCOTBALL DIAMETER MGM WITH SLOPED SUES Shrub Planting 3ro2 T m Planting(For Trm Under 4"Caliper) 3/02 Flood Storage Replication Area(Section A) 6/5/03 �—ZQ N.7S 5-VMS tD-em N.TS. 5- VI6 kD_H 02 N.T.& Sw x�MIN = Iift NA 1416 °i't 2i ?s n.I..t xwa. 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X59.9 y XX 6 B9 4 11s, .4 7 x 93.4 x930 9 w3 -.�z'.'.��... _ x __ _ _ ® $s°t Is 09 x9af7 -9iaBae x91.7 91.5 x91,9-� x90.4•� x s1.1 - -_ � .. �.S b9.s 0.9 x9 '80'8�'. _f AN x93.e x x9 .2 > 92.0 926 x p1 2 ` xR.a xa9.2 %t89-3 x891 x59.0 x092 xe9 x \ Xaa9 xB \� 1 Ya RbFMNr 9n• .l 9Wpnw'•1 JAB_ PN•,>f L" CI.'.•0, m7 ` ` CV abwan q b►�•b 47 • 1 L,M 0.1� M 3h 13.2BB3 'Transportation Improvements STATE OF Sias Flags New England 1*3 Main steel Agawam,MassachuwM �W Sitc Plm Appmval �••1 1x4 A Existing Conditions- Parlang Area SV-4 40 0 40 80 sun .r 4 SCALE IN FEET lI A o , .ver O 9 f N rV W O° P Q xF xm I x m 1 l a x x a x n I U Cl ' X 4 i b •�y� O M R 0. % F ❑ 8 q • d •h ��_ X x i z / BROOK 84 I i f n xr r , 1 • � I ' x J % 43 f �x •a •a • ~!FOUR MU BROOK • + � a �_ � x� x � � a � ❑ x� a / r m • y� .0n1 � � K q . • • xb • � W � , • Jx � � � � �f 4t � x • N* � Y� O � / s 6 x I f �J 88 9 d c � xm Ist C:D a ! 41 I • BORDERING LAND WETLAND IMPACT AREA (1355 SF) �� STORAGE IMPACTS AREA (87.9 CFCT TO ) • PROPOSED ROADW]ELLEV711' WETLAND RESTORATION AREA (1380 SF) BORDERING LAND SUBJECT TO FLOODING ` COMPENSATORY STORAGE AREA (679 CF) CONSTRUCTED EDGE OF EXISTING WETLANDS OR IN L,ANp SU�J)= T\• C5 REPLACEMENT {`�Y's' G I PACT{.R A \ J. WETLANDvanasse Hart en Brun Inc. • t -•,n 9 �1'F OT ) Q� v EXISTING g 4\ �Q 940 TLAND �to' ' GROUND M1T1GA7" HavitUZXEW SCV&a • l y / ! i�✓ SOS Hut Cohmo Avcmo ELEVATION spdooicK u immm 3 �f J PROPOSED GRADE— 413747 7113•PAX 413-T47A916 ELEV S$• I ? `12• MAN MADE HYDRIC SOILS ' n , SECTION A—A WETLAND REPLACEMENT AREA n FOUR MILE I I BROOK PROPOSED GRADE T1, nptpgllyypyjgq �g —57 Q�y Botridw Nrw cbm Neer Slim XIS tic?h.1r� o o O 4 AWnO n, mdmq. 4eHr 1Q15 SQ. _ - - - - d lrn.moi6ta Qt ftiffbffw 4,W \ \ wETI.AND ,vl - — _~--�- d Ah.rmr eaw"Alft n� \\ ISTURBANCE .� - 1 �_�___ __._._ -. __ - - 4 Whot ndvmm x- Moir+,om 3g —56 Alva2(M0140.1 ,0 - •� 'I Cub• T _!/ ! ! 7 L1r* mrkaNIn Oon"=mow so • 1 -� n-. �� - T II 2 lerwtloi� n7mQ,WNM,nY 4HM St40 SQ. ET PROPOSED COMPENSATORY Ir rETLAND D13�l1RElAyQE �� ' I x-,xs II�4 — . ^fIOODPLAIN VOLUME (879 CF) 3 Ahsb� Xw Xw 102 r ` "B DEB)NG LANDCfU'BJEfT J \ --55 3 VINAA ,drtehm AMDlvxd aye 4 TLOODING IMPACT AREA t�l \ tom }II • _ f ( 5 CF TDTAL). ` WAba per`-xs rcrc ` 1 1 + � / t. tla.rota.eYe..I,.{alh.dotA,rkdwpMm,'.twn0leW. -131 ---.—_..._—.....__.__._... - _- --'-54 IilYIM11CwMRPvf- O C NTR 4T7 Tqq�CREATE SWA Y Q.ri-ua a TO C WEfILANO IN FlE JO D j}30� �t 0` - /� �` -+30 - - `� SECTION @—B S ND E W ITiGAT1J7N � COMPENSATORY FLOOD STORAGE D.8 LEGEND t ARTIFICAL SNAG 1 BRUSH PILE TREES AND SHRuBS PRESERVE EXISTING TREES �I EVERGREEN TREE LOW FLOW piANNF]W CHANNEL 1 HAYBALES�—. sD 7� 4 0 LINEAR ET RE CEMENT CHANNEL >, r PROPOSED GRADE cw enww er Aua.+.a e7 see. e ab �oO'�z SECTION A—A P ,1.30ftW� / 100 NTS Transportation Improvements I z .001 LIIAIIT OF 100' FFEF Six Flags New England A 1623 Main SUM Springfield Massachusetts 7 Table 2 Wkift FtI dg RVLwwn9M Area Rarldrig Ala(14AW it ,r w pm"d mrYy BAF*WMM cue Nor an A., AM owba Site Plan Approval t 45 Aanbm Reed mom 46 Hr •Few i 45 A�anVAQbw 9A2VT1pd0 4e14 r•.iJ. i..;::a,.;,i-tii` .�R PRESERVE 1 w to us a>,,,mvwffba,r a4-.W w.si.nt t E a...,Tom. EXISTING TREE M AhA J ED Whow edt MAM A,awrr00d & re mrr,o,ad. x . , Wetland Area 3D &rune _ Am MOM 5o �PW � ->z Restoration Plan PRESERVE e0 PWAxhMAWW oz"AV- 121-la EXISTING TREES 100 AhAmm mm D"sw= LIMIT OF 10O' 9U 100 swbkoi r Mawr LYIesias � � i � y • M �?� Itplwd>i1o0a1k�Vwr,B�9�V M dd.a+11Q ` � n..:�w.nw 1� 30 fhamw E•llike,MtlFNs 3,rHr 91.7 91. Norr W � � �A wr,WrEt.n+ab�,.gyWf..�d.FYm•sawtDowrr.nsaitf0 WR-1 2 w,rµ.tl.trot.Am b h~ft o—,rsr.rsdrspA:g4et�eo�mm�.�ryrm.r Y.T.S. awi a s rsarnp.,mnr+w„rd.w.ae0.mtrwad.,a,nr,ared„0sa.0r,<s�.dgwr.sat�+va h,,�� P,<NG 50+ -. aver,N.,r Sra,a�.ri�•�,ra.acsw�"4 a�r,kld 9ntw 5L- . 3D D aD s '� e 39 rue=s1,ro. o�.00.00 vim Vanmse Hangen Bruatlin,Inc. 'W 1-302 END ' SOUTHERN CROSSING BANK WF 0 1-302 REPLACEMENT AREA (150 ik"a®EzW i LF) SOS Sect Cakm-A=Avem spa�,neta,asa..�a..mollos RIVERFRONT RESTORATION 413-747-7113•FAX 413-747-M16 WF 131-202 D - ARE H (904 SF) �'" — ,-r-�,�•ra____..___.! _�_ -- __ -l� . P�atttlrg Schedtde � _ 1 Souilton Ome ft Bank Roapwart Arse(150 In%) bF,5 II 2 1t=� aulRnn Narre twat i�rts Sim - - _� -- 3a Birch aaapopuilibillia 30 18024u1d1es Wr qt- ot� )MaW ad Fq%" *DU% 30 18to24kdtes ` 1 - / IwGIoK S�Ior dsonlCr 36 18 to 24lndtes- A C [ 3_ 2C)6 ' i 9Iky D4QoW Cilrnus al offLrn 30 18to 24 kXhffi _2 �rinrAvaod lfLtrrt.ityah a�rm "30 - 18 l0 24 ndtes i + Allow Live Slakes Sabrdscolor 150 210 3 R / � role Flats 3W _. 4Ji_3 4"•.O:�FF:R• '' � - Construction Notes:~, " • 0 ' 1. Excavated bank restoration area to be separated from main stream channel during construction by staked silt fence and f I hay.bales. - 7 a 2 83.0 X 1 H 0 U S E f-- ? 2. Excavated soils to beyemoved for disposal at suitable � 4 1 � ,� . -L upland location. 83•0 f 3. 12-inches of topsoil will be brought in and spread on the new B1- 01 1 _ J i !r 1 G R A Bank area to provide a suitable planting media.Topsoil to be N. l / compacted. �� r T ! 4, The entire area will be planted with the listed trees and B F - ifSI7- shrubs. RA �I �3 1 8� 5.• The trees and shrubs listed In the planting schedule will be i randomly planted approximately 4 feet apart within the J - - _ _ restoration area in a naturalist fashion.Linear planting shall - be avoided. ` * - 6. Following planting,live stakes shall be driven into the ground s ' V � s_.�_ Jam- within'2 feet of the water surface around the Bank / restoration area. - BF,):S—101 7. Once the trees and shrubs have been planted the entire 3-too 81 r area will be seeded with New England Wetland Plants,New M 4 3005 (1;l f —�_.. H YE England Conservadon/Wildlife Mix seed mixture. �V01 C; 4, B The ro ed wetland sc�entisl will su ervise al!work:" ' ' t. 1 �i CQ (DO I � t-r- L L._J ' -WF B1-501 - WF 81-402 WF 3-101 - F��N > www by CAO tlrcl.tl 61 MPwwa by 30 0 30 BO rtl• SCALE IN FEET Tmnspo>rta'lion Improvements Six Flags New England 1623 Main lS,ltred EXISTING GROUND SpCingOdd,Massachuwtts r Site Plan Approval TINGf� AREA ro BE } !S� EXtOAYATEO Wetland Area PROPOSED CRAM Restoration Plan Bank Replacement Area(Section A) ani0, tr•'^""•• N.TS same. NIS Y! R_2 2 1 atio�� 06)98A0 &"54, 5 .-.C� - _ r vim Vanasse Hangen BmstUt;Inc. ,RI VERf ROf�T �� x m�A Y C20'2;4-8 SF a _ �%•` /./��Jf -"•:: ��-- — _ _ _� -- —' 'c, I" 'l f s sae Bad Co m,bm Avcne RIVERFR T RESTORATIO �`• / -'' �� //� / )y� - —�•Sj �_ " spr�e3dMnnewrmullas �� / — 1! b 4` -,, '}�$71 413-747-7113•FAZ4t3-M7-W16 AR A A �215,5190 SF �i.�/• /'' � I �/� - ,,•w,•. �M1'•� � yam--. d 4pO 57.8 y� , ! / / _, - •. ._ 8�i.7X87 r j , r! ---@-- - +j � 4 � / �; f �• .2 to _ —Ltil � .x � Q �. RIVERFRONT RESTORATION �- ,AREA B (5,970 SF) _100\ 1 E AN _ Q Q �r - — _ - - - - — // X - f ,A17 ` ' i o o t' sllrttoK � ;�8�� 1 ,�, -� r ag =ss f 3� R_8 Ar- I -54.2 r4 12) I f ~S .2 G Go LET ^°' � � � !/, STA. 15+ 2 - �� tp \ x 8171. OFF. 31 LT �O Aj a ------------------ � - - oar). '�- �' /• � `�\ �.�. � Q _ - �,../, ' X �. -86.5 r CC) `-�� 20 ( S 7.) COf f 'CC River&ont Restoration Area A River&ont Restoration Area B NL A.�rwr G•1• y Area Ary-w�.�. ��IViyti�g�a�an i4rea' 20 o zo zo �► .. . Area B�-�R�i7vr�e�ryi'r�a*I�Vitigyabon,ArQea� (► �14 SdR dUb ft • aug S!Sc�(4�sq�L' D•.ITtl W 1AB �•ow.br Mi G•riM eY nP SCALE IN FEET �+R•w er •er.+e•r COMMNkNTW Nang Lalln Name dFtffft We Cc177rM N3M Latin Kane i� SFm � �. °i'• omo6er 7.$pp3 Fad teak a,arms ntra 50 1214 24 Mhos, R$i ilk. ins ru ra 20 121D 241r dw Transportation)Improvements Mile We PhA strobes 50 12 to 24 hxhes V1ft0e Pine Pins sbdzs 15 12 to 24 irktss Six Flags New England Amarban Haaoln1 O yhm anuica BD 12 to 24 ind,es Pmsricen Font tbryfts an,aricana 20 12 m 24 ind,ea NoIrryberry MbinxmblogD 5D 12b24ind Nsnrybary Mbumurnkv� 2D 12b24h,dVS 1623MainSava WICK Rood F lonwrelisvirgrt" 50 12 to 36 indrs Wtoh Head Harterr»i s w9rum 15 12 to 38 h,ttea Agawam.Massachusetts G"DopAood Oww roo rrm 50 2 to 4 ft GW I]ogr=d Ctm.,s raowrnsa 20 2 m 4 k Tofal Rents 31D Tdat Rants, 110 Site Plan Approval Source:VHIX Inc. soureo:VHB.lac. Construction 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. Riverf rent Alga 2. The planted material shall be randomly distributed within the 2- The planted material shall be randomly distributed within the restoration area in a naturalist fashion.Linear planting shall restoration area in a naturalist fashion,Linear planting shall lNltigation Plan be avoided. be avoided. 3, No grading or excavation shelf be conducted. 4. The project wetland scientist will supervise all work. 3. No grading or excavation shall be conducted. 4, The project wetland scientist will supervise all work. RM-1 • ;WWI•r.J•r MINX DRM&RMAn Or X s 6.3 F \\\\1VlJJ// x� 1 7ES Vanaaae Eangen Bruadlin,Inc. _ 85.5 - _ RIVERFRONT RESTORA VI x / AREA D -S Lead Development x -' - - sargim �®�FRONTX( � TORATION o, 85 ) MF"Col=bwAvam AREA C ((6,970 SF) 86.9 [ x83.3 ' / 413Pft47--771i13 FAX 47-MI6 1 x87.3 - X 86.9 Q 83. 0 X86.6 0 © 00 0 ' o x 87.0 o x / x86.8 86.7 SX.3 �� 6 ' 0 00 ® 5' 0 ' 6 5" x86.6 x85.4 X � 85.2 64.7 20 40 / yj ALE ET Riverfront Restoration Area c AreaC-RyefdaitN 1Area AralD-Rhwfrard111tu6mAraa iaarmbtpShc OWB941L) magmsetted&( soeaQ) D. REE CONIMNms L&hN=m of an Cbn=N= LrdnRM dPtmrft 8112 S A°ti° RsdW Oteraaa0ra 75 121o24inches . O Red Odc Olarua etea 30 12 b24 htdw Wit Phe Rna rleha 75 12 1024 indaa //�� 1Nia Ph" Hinueeeebka 10 12la 24 irdw A�teri",I KE " OW Aa srtari mta M 121,14 idna 1JO ( J r . ArrokmIkad Coykaerraaiom 25 12b20dw Naety raa bary Yhrniadago 70 12b24i fL8 LJ chm .. -. T P13,10aty %QesraenNrasQ, 23 1210241Wtes VNdrliaml #terar[tisMrg'rYaa 70 121035ikgea VA&Haml Han.,eCov*ists 20 12WOkbas Grow ood O,xrwmmm= 70 21041L 7 � E;W tl°y 1A8 ° -°y JAB 1C"itl GNOoD+md L>orraaramrro® 20 211e4A TatdPlmb 430 - c n cr wr..-°, TatatPlen4 130 s..�:vxa,tn<. 5°erw:VHR u.w mod. °o1i October 7,2003 Constuetion Notes: X1 v,.)u re. 1. ReetaraAon odM6es ktdutlo rsmovtd o1 a natal bulklinp, -_• Transportation Improvements OWgtrllRest NDbe: stared materab.Irdws,for disposal or storage*%*where. . 1. shrubs to In cruet hxlude shrub do dta sided Amos and 2. Uasuas6le soils,graral and pavament1P Q♦x removed and .tout,.b Iris 1roa and awb dandy. excavated 12�tlfas below exAng grade. _ 7- Sic Flags New England 2. The pAmtod ntpbdai shag Do randomy distributed within 3. 124ftchn of lopooll wil be brought in a Wood around the . the rosbratlan area in a naturalist fashion.Ungar 1623 Main SUeot plardbtg snail be awkbtl, eba b pnvido a wlmdo pkunheg modi+a. 3. No grading or excavation shall be conducted 4. The silo wfabo wig be peal V t a gantlaMOd eloped b tlro bs, - - - Agawam,Mawwbusew 4. The project wo0and fic"St wid suporviso MI work. d•. The$wart on vvar be pl a be the fisted trans and shrubs. Aran 01-Wwrftwd PAMp Um Aral(IA kmd AaaN 8. ro oraatim ea p al s wn6tt�au m.Lk wdornly `w pl:rdirg shd within in X 8 - - r - Site Plan Approval RanitmSdc*ho cq fL) be avoided. OuaenmNara lsaA111:rto d Elders t� 7. Ora»the Haas and shrubs have bean planted the oaks - - a,ao W be seeded wM New Engtand we4and Plans.New R E R F.R 0 N T R Rldakp:s AtkarnaataR W 12b2lfrdw EMWW CormervosioNAWe Mix sa W mbmue_ . B. An work w41 be ouporNeed by the project wsuond ecbriat ARE (22,040 SF) BltdkOao fryreaelhwol fa 121026hilas Hubd embamarri Vambliurn do 12b24tttlw l - j - j IZIVerfront Area s�tedadAft miuskXWO W 12bxirhae 1 r as ucus-od,rdo OD 12b381ndwNOM Mitigation Plan Nnoataoo0 OWWdWtWn 50 2to411. TCW p74aa 310 �. Gr°w.q Mwar I- Rescibn Notes: `� 1. Rssloratlon atdtMlbs lnclatla phamAtg Ins listed Iron and � � 3p 0 20 40 shrubs to provide a tray and shrub canopy intb the wend. 2. The pinrdod material shag be randomly diautbutod within the 4 0 SC IN FEET restoration one in a nawrow fashion.Ursa pwdhg Shah °i•' °' be 3. No g�avoided.or axcawalon shad be conducted. Rlver&ont Restoration Areas D&DI 4. The project wetland aciamist wet supervise as work. - D8398.00 • OR398�Rbtdtra :7-6-- RIVERFRONT RESTORATION all UMPUM arrft M vim AREA E (6,953 SF) Rda a-°-Llizandw X 2bX-10 Varlet nwd.b. ab tzb2.kd- RIVERFRONT RESTORATION b 35 t2bxbft Vanwse8angenBrus&Y4Inc. 1- 1VAM HEW Fbew�bVQY. m 12b�Y+dr `---- AREA F (9,614 SF) ow 0-owlsm z 2, " AREA Tulaxplutill -- _ .......w 23 Land nardapnc= Bavucazmcll Sal r 85.7 1. R.saralbn,dMl os lled,do 0al+ll br lord bon utl SW East Cdbabul Arabs allPlaaaa, X85.4 a pl."e..deewrrrr W.. rdfA am.lb. 413i MGuladare 47-01 05 1 5.1 R- .4 F3 2 ownol alv•rt/e.a...d aranbse rprbllrr 413?477113•PAX 413-T4T-0916 3 Nomad eo wswavdlwedwl8.eaee.ea.d 86. x8 a 7lr pnyn woaom odrlY.l uprMr olwwtl 6.�Y ES x�5.5 - 1 X8 3 X7E A� 3-206 x85.4 79.f bCB70 (STMI -2 ,r.F_ww.aobrnopabnn. R=7 . rwnlna�,lantwsu4aai - ------- - 72` aw�a.l■ llr,am all sb 2 `~ / 01 1`rhJ rdap .=sun A Rb2lhaw Z. War Ph. M1..e1ae. A ubXhta X86.7 �� •� Od - / AeralN�a Cslb..w►a■ 0 12bxla.. lrnt.n vbue.wern.a a taaxrel.. G' pem X84. ewl c � c i X 83.0 rail Ze 2 3.0 .l - e«w1.we ��. X c ` X a. thaullaift-lbpoWaluip.-awglW dial M4W a"W"o 6.nmev.tl aM 87.1 ` x ti L -+73.71 3- s. 1."er�.we.ma.�l.�.°'°.°.�.a4. EC4 rn.dwrdlb.Waal Ill wlha9KnM.lop"tolw..d. 6 irr ww.m a bb P►rlhp.r ld.6.wr.ed Mn.. �� 0 X75.9 x .0 X77.4 a n.Pbw.dl.oblbl.halb.wnlw*dnbau.dwlhwlw x '7 n nMwapon am nonbM awl uwu a.nllll roll V - 1.al 71 0ew.4w w-ww dl h-b-Fall aw w4Ift w...8"-d d wN aw England W.l.ed Pl N.w - enrlyd t.err.rlrwrl.r..ra cones. a Th.v.Nw wwsll wrwW M.egrvb.dl..rt _5 4 > 8. ATELALL ,�7 BF3-x101 _ �J�^ C} DC6704 ( ) 74.8 - t SOW X87.4 \ R=79.9 �w / 85.62OX 0 (�zo 40\ X77-2 -1_ 61 SCALE IN FEET ',C 7. F 3-- O Riverfront Restoration Areas E&F RIVERFRONT RESTORATION APpRERAL ANNL �m AREA, H (904 SF) O%, 4" PVC LAT� �A a x 78.5 c Amg-iOmtdti-"g VOlAm MrH-IarlrtralaM111�lalAnl X81.3 i " $m _ wraigsral.nuaala4ie.i aaeauiowaal RIVERFRON ES ORS 0N'N m.we.l�. l�lN.s llil an c l Nm ]Arts ".d" an R1M, dare e."Wn br LAB u..e.r w c^...u.r nP a ARE�3� (5,2 1 F) raco� �al�. a' >zb21;d.. vwPl. s sn24kca Vm Pm wwdwa 25- 4b2111tw 21 ao dwlH.r .we.�+.er r'� X76. InwlwHmmkl �kswa b a0• 12b24bldts /Ylwfaelwab.l Oro-anekro l t=w 31 how Seel. w1. O'Wb.7.2003 -206 ' b Nltyalfly Nkilnrnblgy L 4b71lldas rl�l..l' \bl.lunaal. l QwUkaw ft*1 ru. 1y YIN FI®I Nsreld.r .. 2l Rb3Bl d.b VVMNOI 1Y1�1.Y it S Vvwka.b HAYB LES ¢m 8 alv ��� a 2e4n o,Dw-d °°"b1O1°' b 2e4a Transportation Improvements • X Tom N o0 OPP�R 72 P OX 3 4" 83-8 N �'��.. 7D0 "` �oel� Svc Flags New England � -� P n Q �^ 1. Rdabralon sclydlw o-.a.ar tome..!of a hee-drn,rs.r 1wj Maio SuvaCwr..rJ"n Nml:_ C.w..0-Nor.: 0 d. RaslwWwl.aNYw u,cad.A.M^owwua a.«.na .M donafi lW w.leww.mn. X 82. ahlltw So Yl and al trw a a l dl1W{V• 2 Th.ft-lo n her.A b.b-Wftd *h ulMe .b l® Agawam.MassachuscUs 2. Tlr Planted m.OwW dada be ral dy d.blan.d*Al lM and WGQW b P."•wl lz-n of"pool rwbullon apn in a IlbarMR Will1}naw awtm a d a The dr wd to of la wT o lw+l.oll to dr wwl. .ddb r..... to ad 4. The el all w be FIN I p"a 11.6 Val.11d>l.bab. Slt4 Plan Approval t s No lrodnpa onna.rbn bad to aieeaecrd x 4. P&PlNla w w.aeldKW"w b+owrb.0 wl»4. s Taw planed mslwa!Mri b.esndendr dla"edoe wr,ln ll. -- - O- a e.per4lbn saw N a marW1 tYollbn.lJrwr pMYq dql 84.5 b..w4lyd 7 Q one.w b..*w,d all h...law.pM lad l...Mb. sew wo 04 , ll wlh Now ErgWW WaWr d Fl Now4H, 0 rngLe ld CawavaSaWAdil.Mal w.d mbuk". U I T. The pnyoelwelard btladrww rpwrl..al wad. X83.0 \ River&ont Area X78.9 V.7 Mitigation Plan X .0 X77.4 8 u �X84.8 i t S 1► � J _ _ ram.,,w�. X g ' RM-3 X 78.6 SCALE IN T e--.�__- _ ' Riverfront Restoration Areas G&H 7 fM1 M . t • • • - Inl.e1 NUNr + - vim Vanasse Saisgcn Brwtffwj,IM. 1+ x5.6 , �I. �i >� sue. 512 .7 x F x54.7 413& T177113•P41374'7-0916 1 I 5A 55.1 x S 1 I � II �/ 1 x� �il Area 1-Riverfront Mitigation Area Deed Restriction f x0S.7 X 4 �, I Proposed(202,485 SF): .fi9.0 + 4.0 XX l y SY.tx X5 959.0 . x$9., / X 7 f 1 "Use of all land created b � 54.0 I I Y the line between the �i points N 380379.5406,E 295885,6116 and N 380383.4790, E 296241.3465,extending to the north parcel boundary, bordered by the bank of Fourrnile Brook to the west and the to the limit of the 200-foot Riverfront Area to the east is hereby / .5 I i i restricted.The restriction of use shall prohibit, x57.2 �� , grading,excavation, building,clearing,or other alteration of the designated land area in perpetuity, x57.5 unless done so at the direction of the Agawam 77 Conservation Commission. This land area and deed RIV IF M1i'a 59.0 x57.5 ` .,,,RIVE T AT a x57's i� R i 2 4 F S ! ' u restriction has been designated as Riverfront Area x X37. X577 \\ .55.! / ° / f mitigation pursuant to DEP File No. 87-491. " ` 57.5 l x57.4 � / ��•�• 1 kl x x57.1 x57.0 x5$-5 L r56.3 x5a.a xSF.t / 55.! - x563 l� xSLa x56.2 / 5-9 JJJ 1 x562 �xsfi.7 I ' xx.7 x56.5 / / x /1 A 'y xsb,e - f 1 +a. 11Mron Oau x56.5 / 1 x57.2 X-%.5 54.a / xBt_3 I I I O-w-er JAB a'°�"by JAB caw-nT JJP an x56.9 sbw7 ��- - / 3/s�1/ I, c aw-n, acwa-,! S%� x56.6 x56-9 r�, Transportation Improvements // Six Flags New England 16T3 mein Stzeet 1s2.4i S69 9 57a" .� x E7 A$8W8ID,�8868C1;i - � P Site F8II ApPR1Y8r b / ' x56.7 f/�j J • IY� � � R' o .g,1n. E 380379.5406 st. !I Riverftont Area STO Mitigation Plan VERB N UO3 3.+ 9 loop $, i SL6 r .FA E 41.3 x55.4 x RIVERFR RESTORATI ' 1 jl 5.7 ,55.9 J� AR A 3-.y...•+,. x 5,1 - �1 x 40 80 ° _ r 4 RM-4 v:a � / SCREE IN FEET � 1 � ° River&ont Restoration Area I oa3sr= �1 Transportation Land Development Environmental • Services imagination I tnnovatton I energy Creating results for our clients and benefits for our communities January 9,2004 Vanusse Hangen-Br_ustlin,lnc Ref: 08398.00 Deborah Dachos Director, Planning and Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re: 2003 Transportation Improvement Project Six Flags New England Dear Ms. Dachos: Vanasse Hangen Brusttin, Inc. (VI-IB)submits for your review one set of design drawings for the precast concrete box culvert for the above referenced project,signed and sealed by a Massachusetts Professional Engineer.The submittal of this information is in conformance with the approval comments made by the Agawam engineering Department for the Planning Board review. We are currently reviewing drawings for the retaining walls and will provide a copy for your files when complete. We trust this information will be sufficient for your use. Please do not hesitate to call should you have questions or need additional information. Very truly yours, 6SS ANCEN BR TLIN,INC. ohn J. m P.E. ,tr"TV!} Project ger s.;:e A Cc: Ron Sevart,SFNE q.;. ,: Chuck Davis,SFNE 71+_ r POW `d 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 a FAX 413.747.0916 PA08398\do 1deuemVBmNedsubmiltal01-09-DIAd email: info@vhb.com www.vhb.com (qS1 C.ONGR ` Z'SYSTEMS,INC. DESIGN CALCULATIONS FOR PRECAST BOX CULVERT Six Flags New England Agawam, MA Northern Construction Services, LLC REFERENCES: AASHTO Standard Specifications for Highway Bridges ASTM C1433 COMPUTER PROGRAM: Boxcar DESIGN PARAMETERS: Concrete: Design strength f c = 5000 psi Unit weight= 150 pcf Reinforcing: Design yield strength fy=60,000 psi Cover to reinforcing= 1 '/2." u.n.o. Soil: Unit weight = 120 pcf Lateral earth pressure coefficient (max.)= .50 Lateral earth pressure coefficient (min.)= .25 Earth Cover: 3' to 3.5' Live Load: AASHTO HS20-44 - "OF ass ©� WILLIAM M. GREGSAK ca CIVIL N 72 t GREG-IS AFC EI�GINEEhITlG, fNG. - - P.O 805C 271 CHESTER, NEW HAMPSiE (603) $87-C-7-�979 CGHSULTiNo ErrGir•1EEP3 AND PLA Pi 5 9 Commercial Street, Hudson, New Hampshire 03051 Phone(603)889-4163 FAX (603) 889-6379 / `i' Table of Contents Six Flags New England: Section A Design Calculations for 10' x 8' Pages I to 14A Box Culvert with 3' of earth cover Section B Design Calculations for 10' x 8' Pages 1 B to 14B Box Culvert with 3.5' of earth cover Design Summary: As 1 = .376 - As7 — .192 As2 = .576 As8 = .192 Asa = .575 Ass = Not required (Distribution) As4 = .192 As6 = Not required (Distribution) o Table of Contents Six Flags New England: Section A Design Calculations for 10' x 8' Pages 1 A to 13A Box Culvert with 3' of earth cover Section B Design Calculations for 10' x 8' Pages iB to 13B Box Culvert with 3.5' of earth cover Desim Summary: As 1 = .376 As7 = .192 As2 = .576 As8 = .192 As3 = .575 As5 = Not required (Distribution) As4 = .192 As6 = Not required (Distribution) Section `A' Structural Calculations for 101 x 8' Bog Culvert With 3' of Earth Cover BOXCAR Version 2.00- Northern AgawamMA 3ft cov Page 1 A BOXCAR Version 2.00 for Windows 12 May 2000 A Computer Program for the Structural Design of Reinforced Concrete Box Culverts Developed by Simpson Gumpertz & Heger Inc. Arlington Massachusetts in cooperation with The Federal Highway Administration and The American Concrete Pipe Association The successful application and use of this software product is dependent on the application of skilled engineering judgment and is the responsibility of the user. The user must select input values suitable to his specific installation. The information presented in the computer output is for review, interpretation, application and approval by a qualified engineer. ANY IMPLIED OR EXPRESS WARRANTIES COVERING'THE SOFTWARE PROGRAM OR PROGRAM USER MANUAL INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED. SIMPSON GUMPERTZ & HEGER INC., THE AMERICAN CONCRETE PIPE ASSOCIATION, AND THE FEDERAL HIGHWAY ADMINISTRATION SHALL NOT BE LIABLE FOR SPECIAL, INCIDENTAL, CONSEQUENTIAL INDIRECT OR OTHER SIMILAR DAMAGES ARISING FROM BREACH OF WARRANTY, BREACH OF CONTRACT OR OTHER LEGAL THEORY EVEN IF SUCH PARTIES HAVE BEEN ADVISED OF SUCH DAMAGES. Date: 12-31-2003 Time: 15:06 17 BOXCAR Version 2.00- Northern AgawamMA 3ft cov Page 2 A Filename - C16618-1 Job Description - Northern AgawamMA 3ft cov GEOMETRY Span 10. ft I Top Slab Thickness 8. in. Rise 8. ft I Bottom Slab Thickness 8. in. Min. Depth of Fill 3. ft Sidewall Thickness 8. in. Max. Depth of Fill 3. ft Length of Precast 7.5 ft Depth Increment 0. ft I Section HAUNCH DIMENSIONS } CONCRETE COVERS . Top Vertical 8. in.1 Top Outside 1.50 in. Top Horizontal 8. in.) Bottom Outside 1.50 in. Bottom Vertical 8. in.1 Sidewall Outside 1.50 in. Bottom Horizontal 8. in.1 Top Inside 1.50 in. Bottom Inside 1.50 in. Sidewall Inside 1.50 in. MATERIAL PROPERTIES Main Reinforcing Yield Stress 60000. psi Design Concrete Strength 5000. psi Concrete Density 150. pcf DESIGN SPECIFICATION AASHTO Standard LOAD FACTORS Dead Load. Shear and Moment 1.30 Thrust 1.00 Live Load: Shear and Moment 2.17 Thrust 1.00 LOAD MODIFIERS Dead Load: Shear and Moment 1.00 Thrust 1.00 Live Load: Shear and Moment 1.00 Thrust 1.00 -------------------------------------------------------- STRENGTH REDUCTION FACTORS Flexure 0.90 Shear 0.85 BOXCAR Version 2.00- Northern AgawamMA aft cov Page 3 --------------------------------------------------------------- REINFORCING DATA DIAMETER SPACING Top Slab Outside Face(AS7) 0.5 in. 9 in. Bottom Slab Outside Face(AS8) 0.5 in. 9 in. Sidewall Outside Face(AS1) 0.625 in. 9 in. Top Slab Inside Face(AS2) 0.625 in. 6 in. Bottom Slab Inside Face(AS3) 0.625 in. 6 in. Sidewail Inside Face(AS4) 0.5 in. 12 in. The diameters are used to estimate depth-to tension reinforcing from compression face. They do not represent required reinforcing diameters. SOIL LOAD DATA Soil Density 120 pcf Minimum Lateral Pressure Coefficient 0.25 Maximum Lateral Pressure Coefficient 0.50 Installation Type Embankment/Compacted Soil-Structure Interaction Factor 1.053 LIVE LOAD DATA Live Load AASHTO HS-Series Live Load Magnitude 20 US tons Tire Footprint Length .0 in. Tire Footprint Width .0 in. Live Load Distribution Factor 1.75 Direction of travel Parallel to span Impact Factor 1.00 Lane Load 0.0 psf SURCHARGELOADS Vertical Pressure- 0.0 psf Horiz. Pressure at Culvert Top 0.0 psf Horiz. Pressure at Culvert Bottom 0.0 psf Application Code Additional Dead Load FLUID LOADS Depth of Fluid 8.0 ft Fluid Density 62.5 pcf BOXCAR Version 2.00- Northern AgawamMA aft cov Page 41� MEMBER LOADS Load Conditions 1 to 10 Load Member Load Load Distance Distance Condition Intensity Intensity from A-End from A-End at Start at End to Start to End of Load of Load of Load of Load (klin./ft) (klin.lft) (in.) (in.) 1 1 0.008 0.008 0.0 128.0 1 2 0.000 0.000 0.0 0.0 1 3 0.023 0.023 0.0 128.0 1 4 0.000 0.000 0.0 0.0 2 1 0.032 0.032 0.0 128.0 2 2 0.000 0.000 0.0 0.0 2 3 0.032 0.032 0.0 128.0 2 4 0.000 0.000 0.0 0.0 3 1 0.000 0.000 0.0 0.0 3 2 0.008 0.031 0.0 104.0 3 3 0.000 0.000 0.0 0.0 3 4 0.031 0.008 0.0 104.0 4 1 0.000 0.000 0.0 0.0 4 2 0.000 -0.042 4.0 100.0 4 3 -0.003 -0.003 4.0 124.0 4 4 -0.042 0.000 4.0 100.0 5 1 0.000 0.000 0.0 0.0 5 2 0.008 0.031 0.0 104.0 5 3 0.000 0.000 0.0 0.0 5 4 0.031 0.008 0.0 104.0 6 1 0.000 0.000 0.0 0.0 6 2 0.000 0.000 0.0 0.0 6 3 0.000 0.000 0.0 0.0 6 4 0.000 0.000 0.0 0.0 7 1 0.000 0.000 0.0 0.0 7 2 0.000- 0.000 0.0 0.0 7 3 0.000 0.000 0.0 0.0 7 4 0.000 0.000 0.0 0.0 8 1 0.000 0.000 0.0 0.0 8 2 0.019 0.005 0.0 104.0 8 3 0.000 0.000 0.0 0.0 8 4 0.005 0.019 0.0 104.0 9 1 0.000 0.000 0.0 128.0 9 2 0.000 0.000 0.0 0.0 9 3 0.000 0.000 0.0 128.0 9 4 0.000 0.000 0.0 0.0 10 1 0.000 0.000 0.0 0.0 10 2 0.000 0.000 0.0 104.0 10 3 0.000 0.000 0.0 0.0 10 4 0.000 0.000 0.0 104.0 BOXCAR Version 2.00- Northern AgawamMA 3ft cov Page 5A MEMBERLOADS Load Conditions with Concentrated Wheel Loads Load Member Truck Load Load Distance Distance Condition Wheel Intensity Intensity from A-End from A-End Number at Start at End to Start to End of Load of Load of Load of Load (ktin.lft) (k/in.lft) (in.) (in.) 11 1 1 0.000 0.000 0.0 0.0 11 1 2 0.047 0.047 0.0 32.0 11 1 3 0.000 0.000 0.0 0.0 11 1 4 0.000 0.000 0.0 0.0 11 3 - 0.000 0.063 80.0 128.0 12 1 1 0.000 0.000 0.0 0.0 12 1 2 0.047 0.047 10.2 74.2 12 1 3 0.000 0,000 0.0 0.0 12 1 4 0.000 0.000 0.0 0.0 12 3 - 0.000 0.047 1.4 128.0 13 1 1 0.000 0.000 0.0 0.0 13 1 2 0.047 0.047 18.2 82.2 13 1 3 U00 0.000 0.0 0.0 13 1 4 0.000 0.000 0.0 0.0 13 3 - 0.008 0.039 0.0 12&0 14 1 1 0.000 0.000 0.0 0.0 14 1 2 0.047 0.047 21.1 85.1 14 1 3 0.000 0.000 0.0 0.0 14 1 4 0.000 0.000 0.0 0.0 14 3 - 0.011 0.035 0.0 128.0 15 1 1 0.000 0.000 0.0 0.0 15 1 2 0.047 0.047 26.5 90.5 '15 1 3 0.000 0.000 0.0 0.0 15 1 4 0.000 0.000 0.0 0.0 15 3 - 0.017 0.029 0.0 128.0 16 1 1 0.000 0.000 0.0 0.0 16 1 2 0.047 0.047 32.0 96.0 16 1 3 0.000 0.000 0.0 0.0 16 1 4 0.000 0.000 0.0 0.0 16 3 - 0.023 0.023 0.0 128.0 17 1 1 0.000 0.000 0.0 0.0 17 1 2 0.047 0.047 37.5 101.5 17 1 3 0.000 0.000 0.0 0.0 17 1 4 0.000 0.000 0.0 0.0 17 3 - 0.029 0.017 0.0 128.0 18 1 1 0.000 0.000 0.0 0.0 18 1 2 0.047 0.047 42.9 106.9 18 1 3 0.000 0.000 0.0 0.0 18 1 4 0.000 0.000 0.0 0.0 18 3 - 0.035 0.011 0.0 128.0 19 1 1 0.000 0.000 0.0 0.0 19 1 2 0.047 0.047 45.8 109.8 19 1 3 0.000 0.000 0.0 0.0 19 1 4 0.000 0.000 0.0 0.0 19 3 - 0.039 0.008 0.0 128.0 BOXCAR Version 2.00- Northern AgawamMA 3ft cov Page 6A 20 1 3 0.000 0.000 0.0 0.0 20 1 4 0.000 0.000 0.0 0.0 20 3 - 0.047 0.000 0.0 126.6 21 1 1 0.000 0.000 0.0 0.0 21 1 2 0.047 0.047 96.0 128.0 21 1 3 0.000 0.000 0.0 0.0 21 1 4 0.000 0.000 0.0 0.0 21 3 - 0.063 0.000 0.0 48.0 BOXCAR Version 2.00- Northern AgawarnMA aft cov Page 7 A ULTIMATE LOAD FORCES Sect. Max M+ Max V+ Max P+ Max M- Max V- Max P- (in.-kiplft) (kip/ft) (kip/ft)(in.-kiplft)(kip/ft) (kip/ft) 1 157.25 1.01 .10 .00 -1.01 2.29 2 5.10 6.97 -.01 -65.18 .00 2.39 3 .00 7.57 -.01 -112.95 .00 2.40 4 .00 .09 3.15 -125.63 -3.45 4.79 5 .00 .17 3.15 -105.28 -2.94 4.93 6 15.89 .39 3.15 -107.31 -.33 5.00 7 .00 3.38 3.15 -109.32 -.25 5.20 8 .00 4.09 3.15 -130.59 -.36 5.20 9 .00 .00 .16 -112.56 -8.31 3.30 10 .00 .00 .15 -61.29 -6.97 3.30 11 143.22 .46 .04 .00 -.46 3.36 12 29.36 6.40 -.01 -33.89 .00 2.35 13 29.36 6.40 -.01 -33.89 .00 2.35 14 .00 .22 3.15 -104.81 -2.53 4.93 15 .00 .22 3.15 -104.81 -2.53 4.93 16 .00 2.84 3.15 -109.90 -.17 5.20 17 .00 2.84 3.15 -109.90 -A 7 5.20 18 25.15 .00 .10 -31.43 -5.97 3.35 19 25.15 .00 .10 -31.43 -5.97 3.35 BOXCAR Version 2.00- Northern AgawarnMA 3ft cov Page 8 A SERVICE LOAD REINFORCEMENT TENSILE STRESSES TABLE Design As Service Live Total Service Allowable Location Load Stress Load Stress Total Service Load Stress (in.zlft) (ksi) (ksi) (ksi) 1 .192 2.82 .00 25.75 2 .207 12.93 25.74 25.75 3 .192 9.44 20.86 25.75 4 .192 8.92 17.95 25.15 _ 5 .321 12.83 25.14 25.15 6 .348 9.80 25.14 25.15 7 .367 7.63 25.14 25.15 8 .192 5.34 20.27 25.15 9 .192 6.58 21.14 25.75 10 .202 7.63 25.74 25.75 11 .192 3.21 .00 25.75 1 .576 13.06 28.78 28.79 6 .192 10.13 .00 23.40 11 .562 9.27 28.78 28.79 BOXCAR Version 2.00- Northern AgawamMA aft cov Page 9� FLEXURE DESIGN TABLE ******* Des Waft, Depth Ult. Ult. Ult. Crack Governing Sec. Sign of to Moment Thrust Flex. Index Reinf. Mode Moment Reinf. Reinf. Area (1) (2) (3) 1 Top-Neg 6.25 0.0 2.29 0.000 0.00 0.192 Min Stl 2 Top-Neg 6.25 65.2 2.39 0.169 1.00 0.207 Crack 3 Top-Neg 14.25 113.0 2.40 0.123 0.81 0.192 Min SO 4 Side-Neg 14.19 125.6 4.79 0.116 0.71 0.192 Min Stl 5 Side-Neg 6.19 105.3 4.93 0.269 1.00 0.321 Crack 6 Side-Neg 6.19 107.3 5.00 0.275 1.00 0.348 Crack 7 Side-Neg 6.19 109.3 5.20 0.279 1.00 0.367 Crack 8 Side-Neg 14.19 130.6 5.20 0.118 0.81 0.192 Min Stl 9 Bott-Neg 14.25 112.6 3.30 0.113 0.82 0.192 Min Stl 10 Bott-Neg 6.25 61.3 3.30 0.147 1.00 0.202 Crack 11 Bott-Neg * 6.25 0.0 3.36 0.000 0.00 0.192 Min Stl 1 Top-Pos 6.19 157.2 0.10 0.496 1.00 0.576 Crack 6 Side-Pos 6.25 15.9 3.15 0.010 0.00 0.192 Min Stl 11 Bott-Pos 6_19 143.2 0.04 0.450 1.00 0.562 Crack Notes: 1. Required reinforcing to develop ultimate flexural strength. 2. Reinforcing required to meet all design criteria. The governing criteria is indicated under the column 'Governing Mode'. 3. If governing mode is listed as crack, the reinforcing may be reduced by decreasing the maximum reinforcing spacing. 4. Crack Index is defined as the total service load stress divided by the allowable total service load stress. 5. Minimum flexurai reinforcing computed as 0.002 times the gross concrete section 6. Units for Flexure Design Table: Depth to Reinforcement (in.) Ultimate Moment (in.-kiplft) Ultimate Thrust (kiplft) Ultimate Flexural Reinforcing (in.Zlft) Governing Reinf. Area (in.21ft) BOXCAR Version 2.00- Northern AgawamMA aft cov Page 10 A SHEAR DESIGN METHOD 1 -AASHTO Location Ultimate Allowable Diagonal Depth Stirrups Shear Shear Tension to Required? Index Reinf. (kip/ft) (kip/ft) (in.) 12 6.4 8.9 .72 6.19 No 13 6.4 8.9 .72 6.19 No 14 2.5 8.9 .28 6.19 No 15 2.5 8.9 .28 6.19 No 16 2.8 8.9 .32 6.19 No 17 2.8 8.9 .32 6.19 No _ 18 6.0 8.9 .67 6.19 No 19 6.0 8.9 .67 6.19 No Concrete shear strength taken as 2 times the square root of fc, fc in psi. BOXCAR Version 2.00- Northern AgawamMA aft cov Page 11 BOX CULVERT DESIGN SUMMARY SHEET 10.00 ft Span x 8.00 ft Rise INSTALLATION DATA Height of Fill Over Culvert, ft 3.00 Soil Unit Weight, pcf 120. Minimum Lateral Soil Pressure Coefficient 0.250 Maximum Lateral Soil Pressure Coefficient 0.500 Soil-Structure Interaction Factor 1.053 Installation Type Embankment/Compacted LOADING DATA Design Specification AASHTO Standard Dead Load Factor- Moment and Shear 1.30 Dead Load Factor- Thrust 1.00 Live Load Factor- Moment and Shear 2.17 Live Load Factor- Thrust 1.00 Dead Load Modifier - Moment and Shear 1.00 Dead Load Modifier- Thrust 1.00 Live Load Modifier- Moment and Shear 1.00 Live Load Modifier- Thrust 1.00 Strength Reduction Factor-Flexure 0.90 Strength Reduction Factor-Diagonal Tension 0,85 Live Load Live Load Type AASHTO HS-Series Live Load Magnitude, US tons 20. Tire Footprint Length, in. 1.0 Tire Footprint Width, in. 1.0 Live Load Distribution Factor 1.75 Direction of travel Parallel to span Impact Factor • 1.00 Lane Load, psf 0.0 MATERIAL PROPERTIES Minimum Specified Reinforcing Yield Strength, ksi 60.0 Concrete - Specified Compressive Strength, ksi 5.0 GEOMETRY Top Slab Thickness, in. 8.0 Side Wall Thickness, in. 8.0 Bottom Slab Thickness, in. 8.0 Top Horizontal Haunch Dimension, in. 8.0 Bottom Horizontal Haunch Dimension, in. 8.0 Top Vertical Haunch Dimension, in. 8.0 BOXCAR Version 2.00- Northern AgawamMA aft cov Page 12A G E O M E T R Y (Continued) Bottom Vertical Haunch Dimension, in. 8.0 Concrete Cover Over Steel, in. Top Slab - Outside Face 1.50 Bottom Slab - Outside Face 1.50 Side Wall - Outside Face 1.50 Top Slab - Inside Face 1.50 Bottom Slab - Inside Face 1.50 Side Wall - Inside Face 1.50 REINFORCING DATA LOCATION AREA STIRRUPS (in.zlft) REQUIRED? TRANSVERSE Side Wall - Outside Face (AS1) 0.367 No Top Slab - Inside Face (AS2) 0.576 No Bottom Slab - Inside Face (AS3) 0.562 No Side Wall - Inside Face (AS4) 0.192 No Top Slab - Outside Face (AS7) 0.192 No Bottom Slab - Outside Face (AS8) 0.192 No Notes: 1 Sidewall outside face steel (AS1) is bent at the culvert corners and extended 20 in. from the bend point into the top slab. The top slab outside face steel (AS7) must lap the ASt steel in accordance with AASHTO provisions for tension lap splices. To obtain the total AS1 extension into the top slab, the tension lap splice length must be calculated and added to the 20 in.extension length. 2 Sidewall outside face steel (AS1) is bent at the culvert comers and extended 20 in. from the bend point into the bottom slab. The bottom outside face steel (AS8) must lap the AS1 steel in accordance with AASHTO provisions for tension lap splices. To obtain the total'AS1 extension into the bottom slab, the tension lap splice length must be calculated and added to the 20 in. extension length. 3 There may be negative moment from the outside corner of the box to 33 in. across the top slab 4 There may be negative moment from the outside corner of the box to 44 in. across the bottom slab. BOXCAR Version 2.00- Northern AgawamMA 3ft cov Page 130 (As7) Bin. rap Abinside( f �nft Sidewali Outside (AS{) sidewall Inside(A54) B in. Concrete Cover Over Reinforcement I Ft in. B" {Aso] g in got $�01nslde IV * <L1> is Splice Length * <L2> is AS1 Extension * (AS7) is Top Slab Outside * (AS8) is Bottom Slab Outside * See Box Culvert Design Summary Sheet for transverse and distribution reinforcement, as required. * For sidewall thicknesses of 6 in. and above, extend AS2 and AS3 a min. of 4 in. beyond the inside face of the sidewall. For thicknesses less than 6 in., extend AS2 and AS3 at least to within 1-1/2 in. of the outside face of the sidewall. Notes: 1) Other reinforcement schemes that provide the required reinforcement areas at all locations identified in the program output are acceptable. 2) Longitudinal reinforcement is not shown for clarity, see AASHTO M259 for longitudinal reinforcement and for additional requirements. Section `B' Structural Calculations for 10' x $' Box Culvert With 3.5' of Earth Cover BOXCAR Version 2.00- Northern AgawamMA 3ft bin cov Page 1$ BOXCAR Version 2.00 for Windows 12 May 2000 A Computer Program for the Structural Design of-Reinforced Concrete Box Culverts Developed by Simpson Gumpertz & Heger Inc. Arlington Massachusetts in cooperation with The Federal Highway Administration and The American Concrete Pipe Association The successful application and use of this software product is dependent on the application of skilled engineering judgment and is the responsibility of the user. The user must select input values suitable to his specific installation. The information presented in the computer output is for review, interpretation, application and approval by a qualified engineer. ANY IMPLIED OR EXPRESS WARRANTIES COVERING-THE SOFTWARE PROGRAM OR PROGRAM USER MANUAL INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED. SIMPSON GUMPERTZ & HEGER INC., THE AMERICAN CONCRETE PIPE ASSOCIATION, AND THE FEDERAL HIGHWAY ADMINISTRATION SHALL NOT BE LIABLE FOR SPECIAL, INCIDENTAL, CONSEQUENTIAL INDIRECT OR OTHER SIMILAR DAMAGES ARISING FROM BREACH OF WARRANTY, BREACH OF CONTRACT OR OTHER LEGAL THEORY EVEN IF SUCH PARTIES HAVE BEEN ADVISED OF SUCH DAMAGES. Date: 12-31-2003 Time: 15:05:55 BOXCAR Version 2.00- Northern AgawamMA aft bin cov Page 2(3 Filename - C16618-2 Job Description - Northern AgawamMA aft 6in cov GEOMETRY Span 10. ft I Top Slab Thickness 8. in. Rise 8. ft I Bottom Slab Thickness 8. in. Min. Depth of Fill 3.5 ft Sidewall Thickness 8. in. Max. Depth of Fill 3.5 ft Length of Precast 7.5 ft Depth Increment 0. ft Section HAUNCH DIMENSIONS CONCRETE COVERS Top Vertical 8. in.1 Top Outside 1.50 in. Top Horizontal 8. in.1 Bottom Outside 1.50 in. Bottom Vertical 8. in.1 Sidewall Outside 1.50 in. Bottom Horizontal 8. in.1 Top Inside 1.50 in. Bottom Inside 1.50 in. Sidewall Inside 1.50 in. MATERIAL PROPERTIES Main Reinforcing Yield Stress 60000. psi Design Concrete Strength 5000. psi Concrete Density 150. pcf DESIGN SPECIFICATION AASHTO Standard LOAD FACTORS Dead Load: Shear and Moment 1.30 Thrust 1.00 Live Load: Shear and Moment 2.17 Thrust 1.00 LOAD MODIFIERS Dead Load: Shear and Moment 1.00 Thrust 1.00 Live Load: Shear and Moment 1.00 Thrust 1.00 ----------------------------------------------------------------- STRENGTH REDUCTION FACTORS Flexure 0.90 Shear 0.85 BOXCAR Version 2.00- Northern AgawamMA aft 6in cov Page 3B REINFORCING DATA DIAMETER SPACING Top Slab Outside Face(AS7) 0.5 in. 9 in. Bottom Slab Outside Face(AS8) 0.5 in. 9 in. Sidewall Outside Face(AS1) 0.625 in. 9 in. Top Slab Inside Face(AS2) 0.625 in. 6 in. Bottom Slab Inside Face(AS3) 0.625 in. 6 in. Sidewall Inside Face(AS4) 0.5 in. 12 in. The diameters are used to estimate depth to tension reinforcing from compression face. They do not represent required reinforcing diameters. SOIL LOAD DATA Soil Density 120 pcf Minimum Lateral Pressure Coefficient 0.25 Maximum Lateral Pressure Coefficient 0.50 Installation Type Embankment/Compacted Soil-Structure Interaction Factor 1.062 LIVE LOAD DATA Live Load AASHTO HS-Series Live Load Magnitude 20 US tons Tire Footprint Length .0 in. Tire Footprint Width .0 in. Live Load Distribution Factor 1.75 Direction of travel Parallel to span Impact Factor 1.00 Lane Load 0.0 psf SURCHARGE LOADS Vertical Pressure- 0.0 psf Horiz. Pressure at Culvert Top 0.0 psf Horiz. Pressure at Culvert Bottom 0.0 psf Application Code Additional Dead Load FLUID LOADS Depth of Fluid 8.0 ft Fluid Density 62.5 pcf BOXCAR Version 2.00- Northern AgawamMA aft bin cov Page 4 MEMBERLOADS Load Conditions 1 to 10 Load Member Load Load Distance Distance Condition Intensity intensity from A-End from A-End at Start at End to Start to End of Load of Load of Load of Load (k/in.lft) (kfin.ift) (in.) (in.) 1 1 0.008 0.008 0.0 128.0 1 2 0.000 0.000 0.0 0.0 1 3 0.023 0.023 0.0 128.0 1 4 0.000 0.000 0.0 0.0 2 1 0.037 0.037 0.0 128.0 2 2 0.000 0.000 0.0 0.0 2 3 0.037 0.037 0.0 128.0 2 4 0.000 0.000 0.0 0.0 3 1 0,000 0.000 0.0 0.0 3 2 0.009 0.032 0.0 104.0 3 3 0.000 0.000 0.0 0.0 3 4 0.032 0.009 0.0 104.0 4 1 0.000 0.000 0.0 0.0 4 2 0.000 -0.042 4.0 100.0 4 3 -0.003 -0.003 4.0 124.0 4 4 -0.042 0.000 4.0 100.0 5 1 0.000 0.000 0.0 0.0 5 2 0.009 0.032 0.0 104.0 5 3 0.000 0.000 0.0 0.0 5 4 0.032 0.009 0.0 104.0 6 1 0.000 0.000 0.0 0.0 6 2 0.000 0.000 0.0 0.0 6 3 0.000 0.000 0.0 0.0 6 4 0.000 0.000 0.0 0.0 7 1 0.000 0.000 0.0 0.0 7 2 0.000- 0.000 0.0 0.0 7 3 0.000 0.000 0.0 0.0 7 4 0.000 0.000 0.0 0.0 8 1 0.000 0.000 0.0 0.0 8 2 0.017 0.005 0.0 - 104.0 8 3 0.000 0.000 0.0 0.0 8 4 0.005 0.017 0.0 104.0 9 1 0.000 0.000 0.0 128.0 9 2 0.000 0.000 0.0 0.0 9 3 0.000 0.000 0.0 128.0 9 4 0.000 0.000 0.0 0.0 10 1 0.000 0.000 0.0 0.0 10 2 0.000 0.000 0.0 104.0 10 3 0.000 0.000 0.0 0.0 10 4 0.000 0.000 0.0 104.0 BOXCAR Version 2.00- Northern AgawamMA aft 6in cov Page 5 MEMBERLOADS Load Conditions with Concentrated Wheel Loads Load Member Truck Load Load Distance Distance Condition Wheel Intensity Intensity from A-End from A-End Number at Start at End to Start to End of Load of Load of Load of Load (k/in.lft)(klin.lft) (in.) (in.) 11 1 1 0,000 0.000 0.0 0.0 11 1 2 0.036 0.036 0.0 37.3 11 1 3 0.000 0.000 0.0 0.0 11 1 4 0.000 0.000 0.0 0.0 11 3 - 0.000 0.048 72.1 128.0 12 1 1 0.000 0.000 0.0 0.0 12 1 2 0.036 0.036 10.2 84.7 12 1 3 0.000 0.000 0.0 0.0 12 1 4 0.000 0.000 0.0 0.0 12 3 - 0.005 0.037 0.0 128.0 13 1 1 0.000 0.000 0.0 0,0 13 1 2 0.036 0.036 14.3 88.8 13 1 3 0.000 0.000 0.0 0.0 13 1 4 0.000 0.000 0.0 0.0 13 3 - 0.009 0.033 0.0 128.0 14 1 1 0.000 0.000 0.0 0.0 14 1 2 0.036 0.036 18.2 92.7 14 1 3 0,000 0.000 0.0 0.0 14 1 4 0.000 0.000 0.0 0.0 14 3 - 0.012 0.029 0.0 128.0 15 1 1 0.000 0.000 0.0 0.0 15 1 2 0.036 0.036 22.6 97.1 15 1 3 0.000 0.000 0.0 0.0 15 1 4 0.000 0.000 0.0 0.0 15 3 - 0.017 0.025 0.0 128.0 16 1 1 0.000 0.000 0.0 0.0 16 1 2 0.036 0.036 26.8 101.3 16 1 3 0.000 0.000 0.0 0.0 16 1 4 0.000 0.000 0.0 0.0 16 3 - 0.021 0.021 0.0 128.0 17 1 1 0.000 0.000 0.0 0.0 17 1 2 0.036 0.036 30.9 105.4 17 1 3 0.000 0.000 0.0 0.0 17 1 4 0.000 0.000 0.0 0.0 17 3 - 0.025 0.017 0.0 128.0 18 1 1 0.000 0.000 0.0 0.0 18 1 2 0.036 0.036 35.3 109.8 18 1 3 0.000 0.000 0.0 0.0 18 1 4 0.000 0.000 0.0 0.0 18 3 - 0.029 0.012 0.0 128.0 19 1 1 0,000 0.000 0.0 0.0 19 1 2 0.036 0.036 39.2 113.7 19 1 3 0.000 0.000 0.0 0.0 19 1 4 0.000 0.000 0.0 0.0 19 3 - 0.033 0.009 0.0 128.0 BOXCAR Version 2.00- Northern AgawamMA 3ft 6in cov Page 63 20 1 3 0.000 0.000 0.0 0.0 20 1 4 0.000 0.000 0.0 0.0 20 3 - 0.037 0.005 0.0 128.0 21 1 1 0.000 0.000 0.0 0.0 21 1 2 0.036 0.036 90.8 128.0 21 1 3 0.000 0.000 0.0 0.0 21 1 4 0.000 0.000 0.0 0.0 21 3 - 0.048 0.000 0.0 55.9 BOXCAR Version 2.00- Northern AgawamMA 3ft 6in coy Page 7g ULTIMATE LOAD FORCES Sect. Max M+ Max V+ Max P+ Max M- Max V- Max P- (in.-kip/ft) (kipfft) (kiplft)(in.-kiplft)(kiplft) (kiplft) 1 149.24 .47 .15 .00 -.47 2.32 2 .56 6.62 .06 -61.17 .00 2.40 3 .00 7.24 .06 -109.15 .00 2.41 4 .00 .01 3.53 -122.26 -3.36 5.05 5 .00 .10 3.53 -102.12 -2.87 5.05 6 9.68 .38 3.53 -104.53 -.26 5.13 7 .00 3.41 3.53 -108.19 -.13 5.23 8 .00 4.13 3.53 -129.55 -.23 5.23 9 .00 .00 .23 -112.80 -8.06 3.38 10 .00 .00 .22 -60.14 -6.83 3.38 11 143.23 .35 .14 .00 -.35 3.44 12 26.86 6.01 .06 -29.67 .00 2.38 13 26.86 6.01 .06 -29.67 .00 2.38 14 .00 .16 3.53 -101.52 -2.47 5.05 15 .00 .16 3.53 -101.52 -2.47 5.05 16 .00 2.85 3.53 -108.41 -.06 5.23 17 .00 2.85 3.53 -108.41 -.06 5.23 18 22.13 .00 .16 -30.45 -5.90 3.44 19 22.13 .00 .16 -30.45 -5.90 3.44 BOXCAR Version 2.00- Northern AgawamMA 3ft 6in cov Page 8fj ****** SERVICE LOAD REINFORCEMENT TENSILE STRESSES TABLE Design As Service Live Total Service Allowable Location Load Stress Load Stress Total Service Load Stress (in.xlft) (ksi) (ksi) (ksi) 1 .192 2.48 .00 25.75 2 .199 11.07 25.74 25.75 3 .192 7.99 20.87 25.75 4 .192 7.28 17.75 25.15 5 .321 10.95 25.14 25.15 6 .346 8.46 25.14 25.15 7 .376 6.44 25.14 25.15 8 .192 4.65 20.80 25.15 9 .192 5.67 21.70 25.75 10 .202 6.26 25.74 25.75 11 .192 2.80 .00 25.75 1 .567 10.97 28.78 28.79 6 .192 8.88 .00 23.40 11 .575 7.98 28.78 28.79 BOXCAR Version 2.00- Northern AgawamMA 3ft 6in cov Page 9,3 FLEXURE DESIGN TABLE ******* Des Wall, Depth Ult. Ult. Ult. Crack Governing Sec. Sign of to Moment Thrust Flex. Index Reinf. Mode Moment Reinf. Reinf. Area (1) (2) (3) 1 Top-Neg 6.25 0.0 2.32 0.000 0.00 0.192 Min Sfi 2 Top-Neg 6.25 61.2 2.40 0.157 1.00 0.199 Crack 3 Top-Neg 14.25 109.1 2.41 0.118 0.81 0.192 Min StI 4 Side-Neg 14.19 122.3 5.05 0.109 0.71 0.192 Min Stl _ 5 Side-Neg 6.19 102.1 5.05 0.258 1.00 0.321 Crack 6 Side-Neg 6.19 104.5 5.13 0.264 1.00 0.346 Crack 7 Side-Neg 6.19 108.2 5.23 0.275 1.00 0.376 Crack 8 Side-Neg 14.19 129.5 5.23 0.116 0.83 0.192 Min Stl 9 Bott-Neg 14.25 112.8 3.38 0.113 0.84 0.192 Min Stl 10 Bott-Neg 6.25 60.1 3.38 0.142 1.00 0.202 Crack 11 Bott-Neg 6.25 0.0 3.44 0.000 0.00 0.192 Min Stl 1 Top-Pos 6.19 149.2 0.15 0.468 1.00 0.567 Crack 6 Side-Pos 6.25 9.7 3.53 0.000 0.00 0.192 Min Stl 11 Bott-Pos 6.19 143.2 0.14 0.448 1.00 0.575 Crack Notes: 1. Required reinforcing to develop ultimate flexural strength. 2. Reinforcing required to meet all design criteria. The governing criteria is indicated under the column 'Governing Mode'. 3. If governing mode is fisted as crack, the reinforcing may be reduced by decreasing the maximum reinforcing spacing_ 4. Crack Index is defined as the total service load stress divided by the allowable total service load stress. 5. Minimum flexurai reinforcing computed as 0.002 times the gross concrete section 6. Units for Flexure Design Table: Depth to Reinforcement (in.) Ultimate Moment (in.-kip/ft) Ultimate Thrust (kiplft) Ultimate Flexural Reinforcing (in.2/ft) Governing Reinf. Area (in.xfft) BOXCAR Version 2.00- Northem AgawamMA 3ft 6in cov Page 1 OLD ***** * SHEAR DESIGN METHOD 1 - AASHTO ******* Location Ultimate Allowable Diagonal Depth Stirrups Shear Shear Tension to Required? Index Reinf. (kiplft) (kiplft) (in.) 12 6.0 8.9 .67 6.19 No 13 6.0 8.9 .67 6.19 No 14 2.5 8.9 .28 6.19 No 15 2.5 8.9 .28 6.19 No 16 2.9 8.9 .32 6.19 No 17 2.9 8.9 .32 6.19 No 18 5.9 8.9 .66 6.19 No 19 5.9 8.9 .66 6.19 No Concrete shear strength taken as 2 times the square root of fc, fc in psi. BOXCAR Version 2.00- Northern AgawamMA 3ft 6in cov Page 11 R� BOX CULVERT DESIGN SUMMARY SHEET 10.00 ft Span x 8.00 ft Rise INSTALLATION DATA --------------------------------------------------------------- Height of Fill Over Culvert, ft 3.50 Soil Unit Weight, pcf 120. Minimum Lateral Soil Pressure Coefficient 0.250 Maximum Lateral Soil Pressure Coefficient 0.500 Soil-Structure Interaction Factor 1.062 Installation Type Embankment/Compacted LOADING DATA --------------------------------------------------------------- Design Specification AASHTO Standard Dead Load Factor- Moment and Shear 1.30 Dead Load Factor- Thrust 1.00 Live Load Factor- Moment and Shear 2.17 Live Load Factor- Thrust 1.00 Dead Load Modifier- Moment and Shear 1.00 Dead Load Modifier- Thrust 1.00 Live Load Modifier- Moment and Shear 1.00 Live Load Modifier- Thrust 1.00 Strength Reduction Factor-Flexure 0.90 Strength Reduction Factor-Diagonal Tension 0.85 Live Load Live Load Type AASHTO HS-Series Live Load Magnitude, US tons 20. Tire Footprint Length, in. 1.0 Tire Footprint Width, in. 1.0 Live Load Distribution Factor 1.75 Direction of travel Parallel to span Impact Factor - 1.00 Lane Load, psf 0.0 MATERIAL PROPERTIES Minimum Specified Reinforcing Yield Strength, ksi 60.0 Concrete - Specified Compressive Strength, ksi 5.0 GEOMETRY ------------------------------------------------------------- Top Slab Thickness, in_ 8.0 Side Wall Thickness, in. 8.0 Bottom Slab Thickness, in, 8.0 Top Horizontal Haunch Dimension, in. 8.0 Bottom Horizontal Haunch Dimension, in. 8.0 Top Vertical Haunch Dimension, in. 8.0 BOXCAR Version 2.00- Northern AgawamMA 3ft 6in cov Page 12Q G E O M E T R Y (Continued) ----------------------------------------------------------------- Bottom Vertical Haunch Dimension, in. &0 Concrete Cover Over Steel, in. Top Slab - Outside Face 1.50 Bottom Slab - Outside Face 1.50 Side Wall - Outside Face 1.50 Top Slab - Inside Face 1.50 Bottom Slab - Inside Face 1.50 Side Wall - Inside Face 1.50 REINFORCING DATA LOCATION AREA STIRRUPS (in.zlft) REQUIRED? TRANSVERSE Side Wall - Outside Face (AS'I) 0.376 No Top Slab - Inside Face (AS2) 0.567 No Bottom Slab - Inside Face (AS3) 0.575 No Side Wall - Inside Face (AS4) 0.192 No Top Slab - Outside Face (AS7) 0.192 No Bottom Slab - Outside Face (AS8) 0.192 No Notes: 1 Sidewall outside face steel (AS1) is bent at the culvert corners and extended 20 in. from the bend point into the top slab. The top slab outside face steel (AS7) must lap the AS1-steel in accordance with AASHTO provisions for tension lap splices. To obtain the total AS1 extension into the top slab, the tension lap splice length must be calculated and added to the 20 in.extension length. 2 Sidewall outside face steel (AS1) is bent at the culvert corners and extended 20 in. from the bend point into the bottom slab. The bottom outside face steel (AS8) must lap the AS1 steel in accordance with AASHTO provisions for tension lap splices. To obtain the total AS1 extension into the bottom slab, the tension lap splice length must be calculated and added to the 20 in. extension length. 3 There may be negative moment from the outside corner of the box to 33 in. across the top slab 4 There may be negative moment from the outside corner of the box to 44 in. across the bottom slab. • BOXCAR Version 2.00- Northern AgawamMA 3ft bin cov Page 135 (AS73 Top A,i .ide(* ID It Sidewall Outside [ASt) Sidewall Inside(AS4) B in. Concrete Cover Owes Reinforcement 8It in. B" JAS6) Bot.5P Inside W3) * <L1> is Splice Length * <L2> is AS1 Extension * (AS7) is Top Slab Outside * (AS8) is Bottom Slab Outside See Box Culvert Design Summary Sheet for transverse and distribution reinforcement, as required. * For sidewall thicknesses of 6 in. and above, extend AS2 and AS3 a min. of 4 in. beyond the inside face of the sidewall. For thicknesses less than 6 in., extend AS2 and AS3 at least to within 1-1{2 in. of the outside face of the sidewall. Notes: 1) Other reinforcement schemes that provide the required reinforcement areas at all locations identified in the program output are acceptable. 2) Longitudinal reinforcement is not shown for clarity, see AASHTO M259 for longitudinal reinforcement and for additional requirements. i TOWN OF AGAWAMte y MEMORANDUM Mp�� To: Planning Board CC: File; John Stone, DPW Supt. From: Engineering Date: March 03, 2003 Subject: SP-306 -Six Flags Traffic Study Per your request on January 10', 2003, we have reviewed Six Flags traffic data dated August 2002 and compared this information to traffic data dated in August 2000. The results were an actual total decrease in vehicles traveling at studied intersections during Friday(-1455 total vehicles) and Saturday(-1472 total vehicles) evening peak periods. There are only two intersections (Suffield St./Main St./Springfield St./Memorial Ave.(+292) & Suffield St./Shoemaker Ln./South St.(+33)) that showed a total increase of vehicle traffic during the Friday evening peak period. Impacts for the Ievel of service for vehicles on all intersections should only result in a minimal change at best. No new traffic issues have been reported due to Six Flags vehicle traffic, and this is in agreement with the above new traffic counts. A previous traffic study was performed and 75% plans were prepared by C & C Consulting Engineers dated back in April 2002 for"Main Street Traffic and Safety Improvements". We are awaiting a status report from C& C Consulting on these plans, If you have any questions, please contact our division. Sincerely, Sincerely, 1;6f es T. Daley, P.E. Adam S. Chase, E.I.T. Town Engineer Civil Engineer I 0sp1306L57,wpd Ck J MEPA Review Thresholds Page 1 of b Mass•�l�dJrr ►Mass-Goy.Home.Page i State Government /Slate Online.Services Massachusetts Environmental Po MEPA Executive Office of Environmental Affairs,251 Causeway St.,E Mitt Romney,Governor I Kerry Healey.Lt.Governor I Ellen Roy MEPA Home Page MEPA Review Thresholds Land Rare Wetlands,Waterways and Water Wastewater Transportation Species Tidelands Solid and Hazardous Historic and Archaeological Areas of Critical Energy Air Waste Resources Environmental Concern Regulations LAND ENF AND MANDATORY EIR ENF 301 CMR 11.03(1)(a) 301 CMR 11.03(1)(b) 1. Direct alteration of 50 or more acres of land,unless the Project Is 1. Direct alteration of 25 or more acres of land,unless the Project Is consistent with an approved conservation farm plan or forest cutting consistent with an approved conservation farm plan or forest cutting plan or other similar generally accepted agricultural or forestry plan or other similar generally accepted agricultural or forestry practices. practices. 2. Creation of tan or more acres of impervious area. 2. Creation of five or more acres of impervious area. 3. Conversion of land held for natural resources purposes In accordance with Article 97 of the Amendments to the Constitution of the Commonwealth to any purpose not In accordance with Article 97. 4. Conversion of land in active agricultural use to nonagricultural use, provided the land Includes soils classified as prime,state-important or unique by the United States Department of Agriculture,unless the Project is accessory to active agricultural use or consists solely of one single family dwelling. 5. Release of an Interest in land held for conservation,preservation or agricultural or watershed preservation purposes. S. Approval in accordance with M.G.L.c.121A of a Now urban redevelopment project or a fundamental change In an approved urban redevelopment project,provided that the Project consists of 100 or more dwelling units or 50,000 or more of of non-residential space. 7. Approval In accordance with M.G.L.c.1218 of a Now urban renewal plan or a major modlficaUon of an existing urban renewal plan. RARE SPECIES ENF AND MANDATORY EIR ENF 301 CMR 11.03(2)(a) 301 CMR 11.03(2)(b) NONE 1. Alteration of designated significant habitat. 2. Taking of an endangered or threatened species or species of special http://www.state.ma.us/envir/mepa/thirdievelpages/thresholds.htm 10/29/2003 MEPA Review Thresholds Page 2 of 6 concern,provided that the Project site Is two or more acres and Includes an area mapped as a Priority Site of Rare Species Habitats and Exemplary Natural Communities. WETLANDS, WATERWAYS AND TIDELANDS ENF AND MANDATORY EIR ENF 301 CMR 11.03(3)(a) 301 CMR 11.03(3)(b) 1. Provided that a Permit Is required: 1. Provided that a Permit is required: a. alteration of one or more acres of salt marsh or bordering a. alteration of coastal dune,barrier beach or coastal bank; vegetated wetlands; b. alteration often or more saes of any other wetlands. b. alteration of 500 or more linear feet of hank along a fish run or inland bank; 2. Alteration requiring a variance In accordance with the Wetlands Protection C. alteration of 1.000 or more sf of salt marsh or outstanding resource Act, watars: 3. Construction of a New dam. d, allere6on of 5.000 or more sf of bordering or isolated vegetated wetlands; 4. Structural alteration of an existing dam that causes an Expansion of 20% e. New fill or structure or Expansion or existing mi or structure,except a pile- or any decrease in impoundment Capacity. supported structure,in a velocity zone or regulatory 9oodway;or 5. Provided that a Chapter 91 Ucense is required,New non-water I. alteration of h or more acres of any other wetlands, dependent use or Expansion of an existing non-water dependent structure, provided the use or structure occuptes one or more acres of waterways or 2. Conatrection of a New roadway or bridge providing access to a barrier tidelands. beach or a New utility line providing service to a structure on a barrier beach. 3. Dredging of 10.000 or mora Cy at material, 4. Disposal of 10,000 or more cy of dredged material,unless at a designated in-water disposal site. 5. Provided that a Chapter 91 License is required.Now or existing unlicensed non-water dependent use of waterways or tidelands,unless the Project is an overhead utility line,a structure of 1.000 or less sf base area accessory to a single family dwelling,a temporary use in a designated port area,or an existing unlicensed structure in use prior to,January 1,1964. 6. Construction,reconstruction or Expansion of an existing solid fill structure of 1,000 or more sf base area or of a pile-supported or bottom-anchored structure of 2.000 or more sf base area,except a seasonal.pile-held or bottom-anchored float,provided the structure occupies flowed tidelands or other waterways. WATER ENF AND MANDATORY EIR ENF 301 CMR 11.03(4)(a) 301 CMR 11.03(4)(b) 1, New withdrawal or Expansion In withdrawal of: 1. Now withdrawal or Expansion In withdrawal of 100,000 or more gpd from a. 2,500.000 or more gpd from a surface water source;or a water source that requires New construction for the withdrawal, b. 1,500.1100 or more gpd from a groundwater source. 2. Now withdrawal or Expansion in withdrawal of 500,000 or more gpd from a water supply system above the lesser of current system-wide authorized 2. New interbasin transfer of water of 1.000.000 or more gpd or any amount withdrawal volume or three-years'average system-wide actual withdrawal determined significant by the Water Resources Commission. volume. http://www.state.ma,us/envir/mepa/thirdlevelpages/threshoIds.htm 10/29/2003 MEPA Review Thresholds Page 3 of 6 3. Construction of one or more New water mains tenor more miles in length. 3. Construction of one or more New water mains five or more miles in length. 4. Provided that the Project is undertaken by an Agency.New water service to a municipality or water district across a municipal boundary through New or 4. Construction of a New drinking water treatment plant with a Capacity of existing pipelines,unless a disruption of service emergency is declared in 1.000.000 or more gpd. accordance with applicable statutes and regulations. 5. Expansion of an existing drinking water treatment plant by the greater of 1.000,000 gpd or 10%of existing Capacity. B. Alteration requiring a variance in accordance with the Watershed Protection Act,unless the Project consists solely of one single family dwelling. 7. Non-bridged stream crossing 1,000 or less feet upstream of a public surface drinking water supply for purpose of forest harvesting activities. WASTEWATER ENF AND MANDATORY EIR ENF 301 CMR 11.03(5)(a) 301 CMR 11.03(5)(b) 1. Construction of a New wastewater treatment andlor disposal facility with a 1. Construction of a New wastewater treatment andfor disposal facility with a Capacity of 2,500,000 or more gpd, Capacity of 100,000 or more gpd. 2. New Interbasin transfer or wastewater of 1.000.000 or more gpd or any 2. Expansion of an existing wastewater treatment andfor disposal facility by amount determined significant by the Water Resource Commission. the greater of 100,000 gpd or 109E of existing Capacity. 3. Construction of one or more New sewer mains tenor more miles in 3. Concoction of one or more New sewer mains: length. a. that will result in an Expansion in the flow to a wastewater treatment andlar disposal facility by 10%of existing Capacity; 4. Provided that the Project is undertaken by an Agency,New sewer service to a municipality at sewer district across a municipal boundary through New or existing pipelines,unless an emergency is declared in accordance with b, five or more miles in length;or applicable statutes and regulations. c. A or more miles in length,provided the sewer mains era not located In the right of way of existing roadways. 5. New discharge or Expansion in discharge of any amount of sewage, industrial waste water or untreated stormwater dlreCtly to an outstanding resource water. 4. New discharge or Expansion in discharge: a. to a sewer system of 100,000 or more gpd of sewage,industrial waste p New Capacity or Expansion in Capacity for storage,treatment, processing,combustion or disposal of 150 or more wet tpd of sage sludge, water or untreated stormwater, sludge ash,grit,screenings,or other sewage sludge residual materials, b. to a surface water of: unless the Project Is an Expansion of an existing facility within an area that has already been sited for the proposed use In accordance with M.G.L.c.21 i. 10 G. 20,000 000 or more gpd of sewage; ,000 or more gpd of industrial waste water;or or M.G.L.c.83,§B. iii, any amount of sewage,industrial waste water or untreated stormwater requiring a variance from applicable water quality regulations;or c, to groundwater of; i. 10,000 or more gpd of sewage within an area,zone or district established,delineated or identified as necessary or appropriate to protect a public drinking water supply,an area established to protect a nitrogen sensitive embayment,an area within 200 feet of a tributary to a public surface drinking water supply,or an area within 400 feet of a public surface drinking water supply; ii. 50.000 or more gpd of sewage within any other area; iii. 20,000 or more gpd of industrial waste water;or iv, any amount of sewage,Industrial wastewater or untreated stormwater requiring approval by the Department of Environmental Protection of a variance from Title 5 of the Stale Environmental Code for New construction. 5. New Capacity or Expansion in Capacity for; a. combustion or disposal of any amount of sewage sludge,sludge ash,grit, http://www.state.ma.us/envir/mepa/thirdlevelpages/threshoIds.htm 10/29/2003 MEPA Review Thresholds Page 4 of d screenings,or other sewage sludge residual materials;or b. storage,treatment,or processing of SO or more wet tpd of sewage sludge or sewage sludge residual materials. TRANSPORTATION ENF AND MANDATORY EIR ENF 301 CMR 11.03(6)(a) 301 CMR 11.03(6)(b) 1. Unless the Project consists solely of an internal or on-site roadway or is 1. Unless the Project consists solely of an Internal or on-site roadway or is located entirely on the site of a non-roadway Project: located entirely on the silo of a non-roadway Project; a. construction of a New roadway two or more miles In length;or a. construction of s New roadway onequarter or more miles in tength;or b. widening of an existing roadway by one or mare travel lanes for two or more miles. b. widening of an existing roadway by four or more feet for one-half or more miles. 2. New interchange on a completed limited access highway. 2. Construction,widening or maintenance of a roadway or Its right-of-way that will: 3. Construction of a Now airport. a, altar the bank or terrain located ten more feel from the existing roadway for one-half or more miles,unless necessary to install a structure or 4. Construction of a New runway or terminal at an existing airport, equipment; 5. Construction of a New rail or rapid transit line along a New,unused or b. cut five or more living public shade trees of 14 or more inches in dismemr abandoned right-of-way for transportation of passengers or freight(not at breast height:or including sidings,spurs or other lines not leading to an ultimate destination). C. eliminate 300 or more feel of stonewall. 6. Generation of 3,000 or more New adt an roadways providing access to a single location. 3. Expansion of an existing runway at an airport. 7.Construction of 1,000 or more New parking spaces at a single location. 4. Construction of a New taxiway at an airport. 5. Expansion of an existing taxiway at Logan Airport. 6. Expansion of an existing terminat at Logan Airport by 100,000 or more at. 7. Expansion of an existing terminal at any other airport by 25.000 or mare - sf. 8. Construction of New or Expansion of existing air cargo buildings at an airport by 100,000 or more sf. 9. Conversion of a military allwrl to a non-military airport. 10. Construction of a New rail or rapid transit line for transportation of passengers or freight. it. Discontinuation of passenger or freight service along a rail or rapid transit line. 12. Abandonment of a substantially intact rail or rapid transit right-ol-way. 13. Generation of 2,000 or more New adt on roadways providing access too single location. 14. Generation of 1,000 or more New adt on roadways providing access toe single location and construction of 150 or more New parking spaces at a http://www.state.ma.us/envir/mepa/thirdlevelpages/thresholds.htm 10/29/2003 MEPA Review Thresholds Page 5 of 6 single location. 15. Construction of 300 or more New parking spuces ut a single location. ENERGY ENF AND MANDATORY EIR ENF 301 CMR 11.03 1 301 CMR 11.03(7)(b) 1. Construction of a New electric generating facility with a Capacity of 1. Construction of a New electric generating facllity with a Capacity of 100 or more MW. 25 or more MW. 2. Expansion of an existing electric generating facltity by 100 or more 2. Expansion of an existing electric generating facility by 25 or more MW. M W. 3. Construction of a New fuel pipeline tan or more miles in length. 3. Construction of a New fuel pipeline five or more miles In length. 4. Construction of aloctrie tranamisslon lines with a Capacity of 230 or 4. Construction of electric transmission lines with a Capacity of 60 or more kv,provided the transmission lines are five or more miles In length more kv,provided the transmission linos are one or more miles In along Now,unused or abandoned right of way. length along Now,unused or abandoned right of way. AIR ENF AND MANDATORY EIR ENF 301 CMR 11.03(B)(a) 301 CMR 11.03(8)(b) Construction of a New major stationary source with rBdarpl potential 1 Construction of a New major&taWnpry source with federal potential em;ssicns,after mnstruclian and the Imposilion of required norr s,or,250 omissions,after eonstruC,ion and the imposillon of required controls,of:100 toy of any criteria air pollui 40 tpy of any HAP',or 100 toy of any ipy of PM as PM 10.CO,lead or S02,50 tpy of V0C or NOx:10 tpy of any combination of HAP&. HAP:or 25 Ipy of any combination of HAl 2. Modification of an existing major stationary Bounce resulting in a "significant net Increase"In actual emissions,provided that the stationary source or facility is major for the pollutant,emission of which is increased by. 15 tpy of PM as PM10:100 Ipy of C0:40 111 of S02:25 tpy of VOC or NOxt 0.6 tpy of lead. SOLID AND HAZARDOUS WASTE ENF AND MANDATORY E1R ENF 301 CMR 11.03 1 301 CMR 11.03(9)(b) Nsw Capacity er Ex parts ion in Capacity of 150 or more tpd for storage, 1. New Capacity or Expansion in Capacity for combustion or dlsposat treatment,processing,combustion or disposal of solid waste,unless of any quantity of solid waste,or storage,treatment or processing of 50 the Project is a transfer station,Is an Expansion of an existing facility or more tpd of solid waste,unless the Project is exempt from sits within a validly site assigned area for the proposed use,or Is exempt assignment requirements. from alto assignment requirements. 2. Provided that a Permit is required In accordance with M.G.L.c.21D, Now Capacity or Expansion in Capacity for the storage,recycling, treatment or disposal of hazardous waste. http://www.state.ma.us/envir/mepa/thirdlevelpages/threshoIds.htm 10/29/2003 MEPA Review Thresholds Page 6 of 6 HISTORICAL AND ARCHAEOLOGICAL RESOURCES ENF AND MANDATORY EIR ENF 301 CMR 11.03(10)(a) 301 CMR 11.03(10)(b) NONE Unless the Project Is subject to a Determination of No Adverse Effect by the Massachusetts Historical Commission or Is consistent with a Memorandum of Agreement with the Massachusetts Historical Commission that has been the subject of public notice and comment: 1. demolition of all or any exterior part of any Historic Structure listed In or located In any Historic District listed in the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth;or 2. destruction of all or any part of any Archaeological Site listed In the State Register of Historic Places or the Inventory of Historic and Archaeological Assets of the Commonwealth. AREAS OF CRITICAL ENVIRONMENTAL CONCERN ENF AND MANDATORY EIR ENF 301 CMR 11.03(11)(a) 301 CMR 11.03 01)(b) NONE Any Project within a designated ACEC,unless the Project consists solely of one single family dwelling, REGULATIONS ENF AND MANDATORY EIR ENF 301 CMR 11.03(12)(a) 301 CMR 11.03(12)(b) NONE Promulgation of New or revised regulations,of which a primary purpose Is protecting against Damage to the Environment,that significantly reduce: 1. standards for environmental protection; 2. opportunities for public participation In permitting or other review processes:or 3. public access to information generated or provided In accordance with the regulations. Updated October 1,2003 Top Executive Office of Environmental Affairs Milt Romney,Governor Kerry Healey,Lt,Governor Ellen Ray Herzfelder,Secretary 251 Causeway Sheet,Suite 900,Boston IAA 02114 (617)626.1020 FAX(617)625-11Ill Privacy Policy http://www.state.ma.uslenvirlmepa/thirdlevcipages/thresholds.htm 10/29/2003 I � I tm retaining wall systems I I I �I I I f. f I I i •I j ; I , 1 I f i 1 � I I I I I I f 5 I I 4}� 01dcast1e Precast r 1 II 0 tM Oldcastle M 0 Precasu The CastleBlock`" retaining wall i y system is simple, stable and • aesthetically pleasing. Its design ; A is based on a rigid structure made # t with modular precast cubes -. providing both vertical and frictional i resistance to horizontal movement. `' s `s', `.,. •,#j' CastleBlocks are designed to meet or exceed specified factors of safety CastleBlock combines in sliding and overturning and are ease of a gravity wall with the often used in combination with long-term stability of an mechanically stabilizing earth fabric. The system benefits from the weight, kength 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, manufactured and delivered by the industry leader, Oldcastle Precast, half blocks from over sixty convenient locations flat end half blocks coast to coast. split cap bl. highways and parking lots site improvements bank stabilization r•, truck dumps/trash transfer facilities wing walls and end treatments � fi railroads sea and floodwalls ...AND MORE proven long-term durability � IP simplified angles and turns wilt corrosion-free construction optional surface treatments meets seismic criteria engineered to 55' high plant controlled quality reusable . s quick site preparation small crew requirements light equipment all-weather installation easy to backfill forgiving segment jointing ...FAST FAMILY OF PRFCASTERS l 1 AFCO Precast --•••- •. :fit' 1 Amcor Precast , Amcor-White - AVON Manufacturing Co r Cal Pipe ;�• .,�; =' ;;� ear. I � . `L Cayuga Concrete Pipe "' ' Central Pre-Mix Prestress - 6 CHASE PRECAST 508-867-8312 Cloud Convauh ram. Kerr Concrete Pipe f • ■ NCP * k bw Oldcastle/Brooks - Oldcastle Precast Modular Group *** Oldcastle Precast r Rotondo Precast Strescon SUPERIUN CUNCRETE 800-482-7417 Synertech f Thorn-Orwick utility Vault Chase CastkBio&'m ReWning Wall Ashlar Finish J' i I 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 jab. 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 PO Box 187 Tel: 508 867 8312 North Brookfield, MA 01535 Fax: 508 867 3721 a division of C1 Oldcasse Precast,' Inc. www.chaseprecasi.cvm S x 2 6 CastleBlock Retainina Wall i Desi n Data & General Notes: 1) Concrete strength Pc 4,000 PSI @ 28 days. Density 150 PCF. 2) Cement, Portland Type I or III per ASTM C150-81. 3) Admixtures & Plasticizers per ASTM C233-82. 4) Geotextile as required by wall design, 5) Approximate weight: 2,680 lbs. s'-0• 6• __7 1 112' ® 1-4' S , 4'-0' TYR CAST IN 2 TOM BURY.E SPREAD ANCHOR RVO LOCKnOMS AS SHOWN PLAN VIEW. rt t12" 2' t 3' END VIEW ELEVATION VIEW � - r I I Ow.n of Agawam 36 Maio Street Agawam, Massachusetts 0100 .-1.837 `rF� Tel. 41.3-786-0400 Fax 413-786-9927 a . FAX COVER SHEET Fax Number (4I3) 786-9927 Date: /off Originating Dept. r TO• �Onl.a FROM : Zll�nv,��.s Number of Pages Including Cover Sheet. COMMENTS: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by laru. iF F Area lighting Square Vertical Area Lighter Use for streets, parking lots and surrounding areas. Catalog Number Example- KVE2 250S SYM 120 RPV06 Designation Distribution Voltage Mountings HIGH PRESSURE SODIUM (Select Opel 120 SPVD4 Square pole firm 14')9,10 25OW KVE2 250S Vertical lamp 2086 RPV04 Round pole arm(4-19,10 40OW KVE2 400S SYM Symmetric3 2406 SPV06 Square pole arm 16')910 100DW KVE3 1000S SYMC Sym, cutoff 277 RPV06 Round pole arm(09-10 METAL HALIDE ASY Asymmetric 347 SPV09 Square pole arm (9'19.10 175W KVE2 175Mll ASYC As m, cutoff 48D6 RPV09 Round pole arm W)"10 20OW KVE2 20OM2 Y 25OW KVE2 250M1 Horizontal lamp TB' SPV12 Square pole arm 112')10 32GW KVE2 320M2 R2 Type II roadway4.5 RPV12 Round pale arm f 12TO 350W KVE2 350M2 R3 Type III asymmetric4.5 SPV14 Square pole arm 114') 4COW KVEZ 400M1 RPV14 Round pale arm{14') 1000W KVE3 1000M R45C Type IV forward throw, sharp cutoff WWV09 Wood polearwald (size 1 ort l4 s bracket(9-) I Features R4W Type IV wide, forward WOV09 Wall bracket (91 Housing: Square-shaped, rugged, heavy throw(size 3 only)4.5 Optional Mounting ASS Type V symmetric PT4 Posnop(4'OD open top pole) gauge,extruded aluminum housing.Fully gas- square OCDOW metal PT45 Pos-Mp(4•'7 CID open top pal keted for weather-tight integrity. Standard finish halide only); PT5 Posttop{5'OD open top pole I is dark bronze(DDB)polyester powder.Other ar- PT6 Posuop(VOD open top palel chitectural Colors available. STANDARD PACKAGING RPF20 Round pole Gtter124'sODler Lens: Impact-resistant, clear, 3/,6' thick, I Fixtures ship in unit cartons.Example: RPF25 Round pole fitter(2'/e00ter tempered drop fens. SPF2o Square pole finerl2%DOlie p p (0ty 21l KVE22WS SYM 12ORPVOSSF SPF25 Square pate fitter(27/e OO to �# Mounting: Extruded aluminum arm with in- (21 cartons of 1 housing and I arm) tegral splice compartment for wall or pole NOTES: Options/Accessories mounting is shipped in fixture carton. Optional 1 May be ordered mth SCWA or LLRPSL mountings available. 2 Must be ordered with SCWA or LLRPSL. OPTIONS(Shipped installedl 3 Meets IES cutoff criteria for IODOW high SF Single fuse(120,277,34W)n1a TB Optics: Segmented, anodized aluminum pressure sodiumluminaire. OF Double fuse(208,240,480VInlaTB optics are interchangeable and rotatable. 4 40OW and 1000W metal halide require a reduced locket lamp- PER NEMA twist-luck receptacle bnly(nophptoC Vertically lamped sealed optics include SYM 5 NatavadablawithKVE31D00S. HS House side shield(ASY,ASYC only)IR2&A3 separaleiyl (symmetric), SYMC (symmetric cutoff), ASY 6 Consvll factory for 100MV metal halide ORS Quarttrestrike system(i00W maximum,120V (asymmetric),and ASYC(asymmetric cutoff). and 1000W high pressure sodium only,tamp not included) availability in Canada. Design redirects light around arc tube for Ell Emergency circuit 9 9 7 optional mulu-tap ballast{t20,208,240, g Y optimum lamp life and maximum efficiency. 277V)_1120.277,347VinCanedal GFL Glassflatlens^1 Four horizontal lamp cutoff distributions in- R For arm mounting,see technical data CR Corrosion-resistant finish section in Outdoor binder for drilling CSA Listed and labeled to com I with Canadian I elude Type 11 (roadway),Type III (asymmet- template. PY Standards ric), Type IV (forward throw, sharp cutoff), 9 for 25OW and 400Wtuminaires,5PV12, SCWA Super CWA pulse start ballast(TB Sid.) Type IV wide, forward throw and T V RPVI2,SPV14,orRPV14 must beused Yp ( ) Type when two or more luminaires oriented on LLRPSL Low-loss reactor pulse start ba0ast{277VonlS (symmetric). a 9o'drilling pattern. For cpllonetArchkeclural Colors,see pege313 10 For 1D0(IW luminaires,SPV14orRPV14 Electrical System: Constant-wattage au- must be used when two or more ACCESSORIES(Shipped separately) totransformer,high-powerfaCtorba[:BSt. Sal- Iuminalres oriented ona90'drilling PEI NEMA twist-lock PE photncontrol for 120.24( pattern. PE3 NEMA twist-tack PE photoconL•ol for 347V last is copper wound and 100%factory test 11 175W metal halide horizontal lamp not PEA NEMA twist-lack PE photocontrol for 480V ed.Removable power tray and positive lock- available wuhSCWAorLLRPSL PE7 NEMA twist-luck PEphotocontrol277V ing disconnect plug. 12 Consult factory for s4labilty. SG Shorting cap for PER option Socket: Mogul-base porcelain socket with CANADIANSHIPMENTS;AddCSAessuNixto capper alloy, nickel-plated screw shell and catalog number. All dimensions are inches(can;imetersl unless€ center contact. UL listed 150OW,600V. PdsT.TOPMOUNT specified. DIMENSIONS Listings: UL listed, suitable for wet locations, KVE2.arm mount KVE2,poll-lop n Listed and labeled to comply with Canadian EPA 3.3 h7 i.31m'l EPA:3,4 hl(,32r {includes arm) (includes struts! Standards (see options), Width:25(63.5) Width;25(83.51 ARM MOUNT "eight;16-314(42,51 Height:23-7/8(GE I.nlMax.weighr77lbs.{34,9kg1 Mex.weight:87 i it ( KVE3,arm mount KVF-3,post-top EPA:Al W 1.39mz) EPA:4,5 1`17(.42 fincludaserm) (includes struts Width:29(73.7) Width:291737) St; Height:161/$(47) Height:18`h(47 r0embei Max.weight:87 lbs.t 39-5kyl Max,weighC 9% `! 248 PSGIi ( ' I�LlTHON/A UG 12/09/2003 TUE 13:54 FAX 8606868142 LIGHTING SYSTEMS Z 002/005 • I ' i mate s Typ c FEATURES & SPECIFICATIONS j INTENDED USE- Idea) for streets, parking lots and Surrounding gross. CONSTRUCTION-Squera-shaped,rugged,heavy-gauge,extruded Area Lighting aluminum housing.Fully gbskEted tar weather-tight altegrty. � Il1S- Patent as. f)417,0�6. FINISH-Standard finish is dark bronze(DUB) polyester pDwde!. �� E3 Othar architectural colon availahle. OPTICAL SYSTEM - Segmented, anodized aluminum aptics are HIGH PRESSURE SODIUM interchangeable and rotatable-Vertically ldmped scaled optics 1CMW include SYM ftyrnnletric),ASY lasymnletric),and ASYC lasym• 30' to 50' Motmting metric cutoff}.Design redirects fight around arc-tube far opb. mum lamp life and maximum efficiency. Lens is 3/16•thick, clear,impact•resistint,tempered glass drop lens.Optionti fiat wrath TM- glass ovailebfe. ELECTRICAL SYSTEM-Constant-wattage awotratuformer tallest. Ballast is copp4r-waund and IDD%factory-tested.Removable weio+ll power trey and povive lacking disconnect plug. Mogul base porcelain socket with coppar allay,nickel-plated screw shall Specificotions andcorltgrcontacLUl.lismd 15MW-60OV,5KVpulserated. wore, MQaat Pon-Too mat�r INSTALLA-TION -Extruded aluminum T arm for pole mounting is EPA:4 2 hl J.n rn')- FPA:4.5 It, 1.42 atll All dimcns;oru are inches shipped in Fixture carton {True 14 arm is shipped separately 1lncludeS ant+) (incfades strual kantima,er:l vnlaca when atdered)-Optional mcunpng$available. Wldrh:29173.7) • widitr 291r3.71 cpaclf!". LISTING-UL listed suitable for wet locaiians,Listed and lbbalad to Height'4-1/2(47) Height:1e-1/7 147) �,;��a n tnlnn re nu uea tdt pt en comply with Canadian Standards(sus QpOonsl. Arm Length:B IZZ.9) fh+4rol3 ktu ht:29-3!s9� St'rtor gpvru, n Wnght'97(M55 kgi 10 I]a.11 way.■- a woi " 91(44 kpl WWWxa I ORDERING INFORMATION Example: KVE31MDSSYM1205PVMSF Qoo;.e po Ntorace cats Ue nor%stnc Eatvd Ihsf bcu cut:►tour owed%and wore 0 on tea appropriate tine.Order eceeuoriaa as asparetc ceta!oe run'ber, tKVE310W 46n FPV 4 DD B Series Voltage Mounting' j O inns KVE3 1OWS 12D 5PVe4 Square pole 14' urmf Shipped Installed Ia Fl,<tore Architecaael CafOt 2W RPVW Rsvnd polo IP artn?t SP Single luaa 020,277,34N) (powder knish 2401 SPVCS Sauero pole(6' arm)) Of Doubts fuse 12081 240,4100 peg Hark Dmcnze(swndud) 2T7 RPM pound polo W arm)% PER NEW twist-bak lewptacle hue Distribution 347 SPV0 Squara pole(9r arm)s(trundard) only No phctocontrol) DDL 813ck 4, RPV" Round pole 1% arm>7 KS kou3n side shield IASY or classic Colors �1 Lamp TB= SPVt7 Square pole(IY armP ASYC only) OM$ Midwrt brgnts SY Symmetric lttatn IES RPV1Z Round pole 17r amp aRS a nru rannke sysatn(25aw DNA Natural aluminum cumlt cmvia) tmx. INV lamp not ircluded) nib Sandstone ASY Asymmetric AM& Round We Os' annl 5FL Glass Ilal lone OCC Charcoal gray ASY a me t. Cutafl o a l alml EC Emergency circuit OTC TZttrt;s grown Wevos Wall lrrastet(9'arml LS Lamp support DOR Bright red CR Carros11111- iriMl DSO Sleet blue Nest$. apdotal Mounting CSA Listed and labeled to compty Striping' t Cons"tacl7v ter availarM-V inue PT4 PwE•mp 14"11,0, apsA cop pate! vAth Cariadlsn Standards SDUe Qark bror Caneea- PT45 Post too(4-1/1'0.0.000n top SUM whits poloi S6i ed 2 Owional mu:d-rep baths,I120,xos. a n p4r� Bieck SBBL No,21TV). 1120,217,347V in Canadal. PPi Post•tap l5'9,U. o Pe to Pt' Sa p pole) PE1 NEMA twist-lock PE(120.708, SCNA mawtal aluminum The SPVTA or RPV14 must be seed PTO Pal-Top 16`O.D.open top Rats) 240Vr SOSS $andatons when wo ormarr tumintras air: BPF20 Round pots bnor(2-3/9'Q.D. PE3 WWAtwlsr•k 7V1 ck PE(34 vilonTaa on s vo•d4l1ing pattern. tartan) EDTC Tennis green 4 m4y be ordaraa as scucatary. RFFZ5 Round pole finer 12.718'O.D. fife f4EMR twiac-lack PE f4tla+h SW Bright red 5 Other neh;tvnurat carafe avei Wo: tenon) P17 NEMATwISt-lock PE(27N) WSUA part due form noJ;4 he i9aaM°ryl Colors bmeh.na. SPF20 Square polo kor i2.3l8'Q0. V.�r�1B cap St70m arty 6 For or-n+avNtng.Wfor to[ethnical tartan) SOYLI3 YaBaw M1„n .aclion In the ourduw binder for SPFn Square polo finer 12.7/8'O.D. drilling oempl,s0. Tenon) 7 SnmiN It ara+lable in Two urn colors �.Acsasaortaf.'7'4nanlYtaalnting5lipfift¢r 1f�rdersepareto l hued anty, NUThar u1 T.rures a 61 vainq w4h a volmon,MUG pole,■ tcnorr mug,ba afdcrcd on the ogle, Takers a.a. aaa T.aoratte' N."'i TF-yfarta• TAraa6r0•a Fr.rtaae :Ad FlAufa o.meal D.ordned UP;.,r,im Sera, 2-1l8- 1'29-190 TM-28D T20-290 T20-3Zg T2r1-3 o TZ0490 e. Can" r.eTtwy t fo 2.7f8" T25.190 125-290 T75-2�1 T25-320 T25-790 TM•490 .wateabithy 4' T35-190 T35.21110 TIS.290 T35-= T35.39D T35-4W OUTDOOR Shoots: KVlE3-S AL- 530 12/09/2003 T17E 13:55 FAX 8606668142 LIGHTING SYSTEMS (2004/005 TaperedBound , steel 'Poles Pole Shaft The pole shaft is one or two section design,each section being fabricated from standard 11 gauge(0.1195"),7 gauge (0.1793"),or 3 gauge(0.2391")steel.The pole shaft material is a weldable grade hot rolled commercial quality carbon steel with a guaranteed minimum yield strength of 55,000 psi after fabrication.Each section is one- piece construction with a full length longitudinal weld and is cylindrical in cross-section having a uniform taper of 0.14 inches of diameter change per foot of length. easeplate The anchor base is fabricated from a structural quality hot rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi.The anchor base telescopes the pole shaft and is circumferentially welded top and bottom.All welds are perfomed in accordance with the American Welding Society specification AWS 131.1, latest edition. Anchor Bolts Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi.Four properly sized anchor bolts,each with two regular hex nuts and washers,are furnished and 0 shipped with all poles unless otherwise specked.Anchor bolts shall have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-153. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole,having a nominal 3"x 5"or 4"a 6-I/2"inside opening, located 1'-6"above base,is standard on all poles.Optional 5"x 8"and 4"x 10"handholes are available (see options).A grounding provision is welded inside the handhote ring. Standard Finishes A polyester thermosetting powder coating electrostatically applied to the surface of the substrate to a minimum.of 3 mil is standard on all color finishes, Hot dip galvanized finish to a ASTM A-123 specification or primed finish is also available.For optional finishes,see K-Klad Coating System. HOW TO ORDER CATALOG-LOGIC ORDERING When ordering KW lighting standards, EXAMPLE mounting adaptors and accessories,be sure to specify the complete catalog BASE n number. Our catalog numbers reflect $CRIES DIAMMR FINISH OPTION$ >•J the precise specifications of the item NOMINAL MOUNTING Ordered to ensure our customers will HEIGHT GAGE DESIGNATION receive the product which meets their exact requirements. The following explanation of the catalog numbers will RTSP 30-7.5- 11 -BRZ ' DM10- BC ° be helpful in plaring orders: b �A� Round Thpered (Anchor Base) TOPO.D DIA-+� I (2)NUTS (2)FLAT WASRERS 1,£NGTri Top SHAFT LENGTH 3s TOP OA. �- Hoax LENNGTH TPT DEtA1L t ANCIipR•6OL7 tlg P WIDTH E O.D, EASE MAX.BOLT !� SHAFT CIRCLE D[A, ` LENGTH I I � I MIN.BOLT / CIRCLE:DiA, �( REINFORCED HAND HOLE EASE O.D. THICK �--�- - -- WALL THK., Iia. [DETAIL POLY ASSfPMT DETAIL 2 sASEPLAM Now Only 60'and 70' designs require two shaft sections. Refer to Structure Data for specific design information. A=WICLO librATY Of drawinl7s iv availlwo afectwnicalJFI.P1esse canc:rel,Whirm lof fur"Mai infar:rratiun. yV Fi f T G O Al6R1 Wroua CarsyMw fix! 6-1 a E0 39Vd NVW63WWIZ N3QdWV I - _ 9 6 E:T T F'90F/An/?- 2/ 1i/2003 TUE 13:55 AX 8600668142 LIGHTING SYSTEMS f�p45/40s • 7i Finishes (F) _,4 STANDARD i%r %['l OVER GALVANIZING 4a ORZ BRONZE WHT WHITE R913 BRONZE K891 GREEN KZ13 BRONZE KZ91 GREEN lot BILK BLACK P FRiMED K821 BLACK K881 WHITE KZ21 BLACK KZ81 WHITE 122 GRY GRAY G GALVANIZED 9041 GRAY K741 GRAY i GRN GREEN 1Ai 186 173 20 Mounting Designations (�) 213 DRILL MOUNT TENON MOUNT 265 DM10 DRILLED FOR 1 LUMINAIRE 2 2-348" x 4" TENON 2 DM2190 GRILLED FOR 2 LUMINAIRES 0184 0 3 2-7/8"x4"TENON 3oa DM2090 DRILLED FOR Z LUMINAIRES 090 3.5 3-1/2" x S" TENON OM3120 DRILLED POR 3 LUMINAIRES 0120 0 4 4"a 6"TENON 331 OM3090 DRILLED FOR 3 WMINAIRES 090 193 DM4090 DRILLED FOR 4 LUMINAIRES 0 90 29] 31I 33b Options TOP BRACKET asp- There are no limits to the number of options that ASSEMBEY sa4 can to ordered. Please indicate these selections fuse 727 under the optidnscolumn in the catalognurnber. Cover 376 Example:CPL-VVPR2-R C-CS_SC. _ 597 1i-HH EXTRA HANDFOLE0(512ts:3-rS~ai-�,5.5'T /60 OPTIONAL HANDHOLES: 120 58-NH 5"x 8" HANDHC)LE• 1075 ` 410-14H 4" x 10" HANDHOLE` aa�nelut; •Pftase edv6e lire and location.Hdrtdhales Ore SAFE"FY a98 �ertricrd to sire of poh shah diarrefur. Nut C,"LE CPL THREADED COUPLING- Thmaded Covers goo NPL THREADED NIPPLE' Coupling CABLE •►leaseadvteslle and lucatton. Threaded ��� GUIDE 510 Nipple aQ2 WPR2 WEATHERPROOF PUPLEX RECEPTACLE'* OETACHABLE '•6"above and loated ware ade of handhole SLEEVE S37 urilev 0therWlse10e6ffed. . � SAFETY 25.0• 070 NC NUT[Q FRS BELT (MAX.Climbing SPAONG) 1254 Sip TTOM 1331 BRACKE 5C SAfE'TY BRACKET CABLE POLE SHAFT A55EMBLY 1646 RECEPTACLE l011 HOUSING -1(D . EMEI?MENT POLE OPTTONIS: RECEPTACLE 1299 E EMBEDDED POLE (Bearing plate standard) PARTS Recommended Retvmmended Pj 12.3 Mounting Height Embedmm Depth` 1375 loss thin 2C 3' 2O'To 4 ' S' 40 1 1705 � ss•to ao• i• D [`�a�,f1 Safety •Greater depths are avaiNale upon roquoi, Cable CTE COAL TAR EPDXY Receptaclr 1333 GS GROUND SLEEVE 1413 3757 Patkaginiq 1363 Immediately,after coating, the lighting standard Inducting the T38D3 baseplate shall be wrapped in heavy corrugated wrapping speclaiy designed and sized to achieve maximum protection in transit. 2f p9f 2@@3 12:39 133072325 7a- MAIN STREET LTC PAGE 82 ' 16 2" DIA. STAINLESS STEEL HARDWARE GLOBE TRIM N N CLEAR POLY— CARBONTE GLOBE d' O 0 co a o� RxQ CAST 319 ALUMINUM till;till; ALLOY MAIN STREET 9 LiWmKC o o SCALE: NTS 2/z5/a3 rr i09/2003 12.39 13307232570 MAIN STREET LTG PAGE 03 I i i.cr%U OLD WATERFORD SERIE; If"& Cast Aluminum Base with Fiberglass v EI^ shaft i AF 402 8' 21" c i l 4i lF4UTED TAPERED SHAFT iI 121a Diameter,3-Hole Anchor BOft Circle Standard. Gaivauijze'd Anchor 8oits and Template i Supplied. HEiG yT 1200 ,f�) fQ7i 1 ACCESS P i EL B%+SF-WON or2/08/2003 12:39 133072325?0 MAIN STREET LTG PAGE 01 MAIN STREET LIGHTING Fax- . STR ET ORNAM NTAL LAMP OSTS TO: From ROLAND BURKE caa 51 F/A CrS poom (indLxhng corer page) Fax 0: DOM /Z _9 -y 0 3 o u.Wml ❑ For Review ©Maass Comm nt ❑ wease Reply • Conrnents: If you have not received arE of the above pages, please coma the sender at (330) 723.4431 P a v Tp%A,jioq)S 4 ov ikL. l/o d o/ To o4� EA6,L Fisuo Cv i ZW&2 OA. A fYo.Z 4- ZA20 At tc-r- Fo g, 8 o -MesE 4Z&gi.,,y*i 4F,6 S} 010 WAT OLD /S $ $.00 L*oj, 1,020' 175 w AV-A JWAIrD% >nv; -TAr) Also,see ourwreb page at WW►N.NIAINSTREETUG 1NG.00 E-mod us art: ms13@gte3et 1090 Industrial Parkwa...Medina,Ohio 44256•330 17`3-4.4 .1 •Fax 330/723-2570 �� MAIN STREET LTG PAGE 02 FF2/99i2�fi3 12:48 1330,.3h.5�0 I � 12 1/2" DIA., 3 HOLE ANCHOR BOLT CIRCLE STANDARD cc V) 0 BOLT CIRLCE 2 ui o w w d e O 1 tD 4 ' i �$ OLD WATERFORD �= tSffi SERIES CAST o Y' ALUK4INUM BASE w s � cn lgi oQW� MAIN = g AccEss p an��tr co (o) STREET a19 LIGHTING g o o DATE-- 2/25/5 I 12/09/2003 TUE 13:54 FAX 8606688142 LIGHT N. SYSTEMS 003/005 1t1SP10-4.5-11-(FE-f'1 10.0 4.5 43.1 x In 11 315 .75117 z3 8.00 45.6 112 30.7 72 "E NT3P2-4.8-E1,{F�i•) 12-0 4.8AIx12,0 ][ ]IS .7S137xa 8.00 42.3 3t.6 283 84 H R75PI4-S,i-11-(Fw(') Ia.O 5.113-1xAD ll 315 .751i7x3 8.04 10.0 32.7 27.0 9b �i :� •.;:q R'1'SPt6-5.d-I1-(FL(•) ]d.Q S.k13.1x1S.0 11 ]►5 .75117x3 O,Qp 323 28.3 2L4 1C9 RTSP16-S.6-Ei�(F14•) 18.0 $.6i3_I.iIto 11 315 TS117x3 8.00 AL6 231,1 199 112 IIFSP74 5.9-12-(F)4') 20.0 6.t17.3xI70 11 315 .75x1Oz3 9.50 22.7 18.1 146 149 3CSP20-6.5-11-(T1i•► 20.0 5.5�3.7x10,0 1] d�65 1.0005x4 9-50 15.0 2V 235 46 irfSP25-6.1-11-fFN'! 25.0 6.1x2.Ga25.0 3E 315 .75130x3 9.50 16.7 113 10$ l73 ITSiM-6.6-1)-{FN') 25.0 6.613.3x250 11 4x6.5 .75130x3 10,00 13.9 14.8 11.6 -100 RTSP2i 7,Q-I]-(F)(•) 1;.p b 8�2,3 K7S.0 I1 4 r6S 1.00 s56 is 4 10.00 5D.6 i4.0 200 1,f0 ' 4 RrSP30-6.8-I1-(F]-(•) 10-0 6.81I.6 r 33D 11 416.5 .75 x 10 x:3 10.00 14.0 ID-a 83 213 PFSPdO 7.3-I1-(F}i•) 30.0 7.5�33x10.Q 11 4xds l.Q4)06x4 IO.Sa 7 1 11.5 133 363 RrSS'30-3.0 11�(11d•) X-0 8.113.9 X300 11 4.65 1.00136 x:4 11.00 24.8 10.4 251 293 1 g5, �c'2• RT8F30-9.5-11-(FW*I 30,0 9.5x4.31M I 416S Lao xi6x 4 11.50 29.1 22.8 18.0 309 30.0 9.0 x4.6 x 10.0 11 o c6.5 1.00 x36 x 4 12.50 77.5 Ms 20.1 331 xTSP30-4.o-7-(F}-1•)! 30.0 9-0x4.6 x36.D 7 4skS L25142 x 6 E2.50 S4.5 416 353 493 15.0 TS12.4xISO 11 4s6S I,D0136x4 10.50 15.7 12.3 9.7 28i IT,R 11-IFl 0.1 x 12 4 311 k•i�Lll�•4'- RTSP3$-8.5-11-(n4') 35.0 8.511.6 x3S0 11 4g6.5 1.00x36 c 4 11.50 218 16.9 13.1 332 Sr5P3S-9.0';-(F)4 35.0 9.01i1 x350 1 40.5 125A42 x 6 12.50 42-3 33.7 27.1 534 RTSP39-6.1-11-0)-N 39.0 B I%16 x 39.0 ]1 4:6.5 1.00 x 36 x 4 11.00 11.7 1015 8,0 327 RT'SP37-5 0-11-fF6-(') 19.0 9-0 x15 x 39.0 1) 415.S NO x36 x 4 12,50 19.6 149 13.E 376 '�] RTSP39.9.0-7-(F'1-4•) 14.0 9.0 15 x 41.0 7 &15.5 L25 x42 x 6 12.50 31.4 273 21J 597 11T9P37-10.0-[1,(4I('} Jfl.i] lO.OxL5x39.0 ]1 4si.5 LOUx38x d 13,50 11.7 24.7 1D.1 490� F)-(') 39.0 11.0:S5 31390 T 416.5 L25 x 47 x 6 lS.C10 47.0 3:5 1(l4 72 J 1C7Sp39-14.0-7-(F7(•) AD . IA.01 A5 r 39,D 7 s,63 1,50 x 54 x 6 10.00 ID1.8 $0.0 63.5 1075� 117SI>4S-iD.0-I1-(P r{•) p 10.0 14.6 x 31_D ]I 416.5 100 x36 x 4 23.50 18.3 132 9.3 485 5.02119 x 7.75 11 RTSP�4.11,0-T-(F)(•) ig.(J I10 x S 5 x 39.0 T 4165 12%AV x 15 Is.QQ 16.8 235 22,0 too 6,10x4.9xUD 11 R75P50-lox-I1-(1'i(') �p IQ014.6x34.D 11 4■65 LODx36xA I3SO 12.9 0 S.7 $10 s02 x 32 x 12.T5 11 R751'S0 I1.0-7-(F)-('1 50.D ll'01'3 k 39> ` J AS 12S xa x 6 Is." 17.3 20.4 15.4 502 5.10 x 12 x 133 11 RISI'S0F}1'1 �•D aSz 5]x23S 1l Axi.5 1SU xux6 16.00 12.1 334 26.8 937 11t5I'S5-12.0-7-(F}f^) 55.0 12.0 x i'8 x 3R0 7 . AS L50 x 54 x 6 16.00 21.0 156 11.6 070 1.5x4.bx28.25 11 i27'3P55-14.0-7-(F)-4') 55.0 14.0x1.5x30.0 7 4195 150 KS4116 20.0A 33.2 ' 23,4 15.9 1254 9,00x5.5x 17.5 11 HTSIP55-12,5-1-(04') t,5,0 12-S x 13 t 30.0 3 51 17,4 7 3165 150 c S4 x(i 16.50 2714 110 12.1 7331 1.00 x t RTSPSS-I4.D-]-(FI!•) 0.0 Ica x;'?x 46.7 3 4 11.5 1,75 X 14 x 8 20.00 10.4 :37.5 27,4 E 6 9 9,0DxS.7x 14i.7 7 R75P6012.0-1-fF}(•} 60.0 22.0x739x30D 7 4xS5 1 L50YSIx6 A90 i5T 112 75 ID11 15x3Jx33Z 11 A75P60-14.0-7-(F)-(•) 60,0 14.0 xBx 3" 7 1.00 SS v 225 11 q xa5 L50 r 54x 6 81.00 26,T. 17.9 11.2 1244 x 1TTSF60-12.5 ') 60.0 12.5x&3 x 324 7 4 165 1.50 st 54 x 5 MiD 219 A4 EU 1575 luo RTSP60-14.0-3-(Fl-{-1 600 14.0 x U x 41.0 3 a 1 t5 4.75 x 84 x 6 n.00 414 343 21,5 1705 9,00x6.Ox21.7 7 fiTSP65-1v 0-r-(Fy t•1 Gs'4 14.0 x959 39.07 4115 I.50 x 54x 5 20.00 211) 13.) 7.3 1333 9.00AS.lx27.6 11 RTSPbS-l2 5-]-IF)i') 6510 123 x D Y Ro 3 4 xis Z.50 m 51 c 6 1650 17.2 10.6 5.6 1413 Z4x18A37.4 7 55.0 14.0 x✓E1 t 410 3 k x 65 MS x 8(x 6 . 21.00 34.5 24.3 16,5 1757 9-00 x S7 x 261 7 A73J'70-14A-WF)-i•) 70,u N'O x 15 1 390 7 4 x 15 1S0 x 569 6 10.0D 15.6 019 317 1363 9.00x4.4x326 11 3SP70-140 70.0 14.0x9 x410 7 4 x55 ).75x84a6 2100 as 16.] I1A 1603 (F)-See tinlsh Choi. (y_Set moumrKj(ksignA;Ons air?, tm retaining wa I I systems ----------- I I \ 9 I I V 1 I �I,dcastIe Precast 7FII , . 0 tM 01dicastle Precast JAIT7.TR ;• i 1 The GastleBlock" retaining wall ' , , system is simple, stable and ► f '�,� 1 aesthetically pleasing. Its design is based on a rigid structure made with modular precast cubes providing both vertical and frictional resistance to horizontal movement. CastleBlocks are designed to meet 4s or exceed specified factors of safety in sliding and overturning and are • + . + . often used in combination with mechanically stabilizing earth fabric. The system benefits from the weight, strength and non-corroding features 4 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, Qldcastle Precast, halfblocks from over sixty convenient locations fla s coast to coast. split . . blocks . .-textile highways and parking lots site improvements bank stabilization truck dumps/trash transfer facilities wing wails and end treatments railroads sea and floodwalls VOW ...AND MORE =-- _ proven long-term durability i( IP simplified angles and turns corrosion-free construction optional surface treatments meets seismic criteria engineered to 55' high plant controlled quality reusable ; quick site preparation - small crew requirements I} r light equipment all-weather installation easy to backfill forgiving segment jointing ...FAST FAMILY OF PRECASTERS � - J _ 1 AFCO Precast ,� • Amcor Precast R, Amcor-White44 A l AVON Manufacturing Co �,�• �.; Cal Pipe Cayuga Concrete Pipe �} Central Pre-Mix Prestress � t CHASE PRECAST 508-867-8312 Cloud ConVault fioridn Kerr Concrete Pipe NCP Oldcastle/Brooks *t. Oldcastle Precast Modular Group *** * - * Oldcastle Precast * Rotondo Precast Strescon - SUPERIOR CONCRETE 800-482-7417 Synertech , Thorn-Orwick !Utility Vault Chase t CasdefflodLTK ReWning wall I Sp ,1 J I f 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 PO Box 187 Tel: 508 867 8312 North Brookfield, MA 01535 Fax: 508 867 3721 a division of 0 adc nde Precast" Inc. www.chaseprecast.com 6' x 2'6" CastleBlock Retaining Wall Desi n Data & General Notes: 1) Concrete strength Yc 4,000 PSI @ 28 days. Density 150 PCF. 2) Cement, Portland Type I or III perASTM C150-81. 3) Admixtures & Plasticizers per ASTM C233-82. 4) Geotextile as required by wall design. 5) Approximate weight: 2,680 lbs. 6' t t/2' CAST IN 2 TON BURKE SPREAD ANCHOR TYR TLVO LOCA7IOAS AS SHOWN PLAN VIEW. �1 1/2' 2' t 3' END VIEW ELEVATION VIEW DEC-11-2003 07'4? 'TOWN OF AGAWAM 785 %27 P.01 Tow I n of Agawam 36 Main Street Agawam, Massachusetts 0 001-1837 spy` re}. 413-786-0400 Fax 413-786-9927 FAX COVER SHEET Fax Number (413) 786-9927 ,Date: OrY inatin Dept. TO: FROM: � Clmvrtc�.� Number of Pages Including Cover Sheet. COMMENTS: Fdx transmissions are solely for municipal purposes Any personal ar political uses prohibited by law. DEC-11-2003 07:47 TOWN OF AGAWAM 786 9927 P.02 r r. Area Lighting Square Vertical Area Lighter Use for streets, parking lots and surrounding areas. Catalog Number Example: KVE2 250S SYM 120 RP'V06 Designation Distribution Vottage Mounting° HIGH PRESSURE SODIUM (Solectone) 1120 SPV04 Square pole armit19•ie 25OW KVE2 2909 Vertical lamp 200 RPV04 Round pole arm(4'la,10 40OW KVE2 400S SYM SymmetriCe 2406 SPVDG Square pots arm(612-'I KV 1000W KVE3 1000S SYMC S ym. cutoff 277 RPV06 Round pole arm 1619.10 METAL HALIDE ASY Asymmetric 347 SPVD9 Square pole arm(911•11 175W KVE2 2OOM211 ASYC Asym. cutoff 49aO RPV09 Round pole arm (9')a'D 250W KVE2 23DM1 Horizontal lamp TB' SPV12 Square pole arm(12,110 321 W KVE2 320110= R2 Type 11 roadwaya5 RPV12 Round pole arm07TO 35OW KVE2 35CM2 R3 Type III asymnleiriC4.5 SPV14 Square pole arm(141 40OW KVE2 400M1 R4SC Type IV forward RPY14 Round pole arm 114.1 IOOOW KVE3 000M throw, sharp cutoff WWVO9 ►Noodpolcorwall Features (size 2 onlyV'5 brackel(T) R4W Type IV wide, forward WBV09 wall bracket(T) Housing: Square-shaped, rugged, heavy- throw(size 3 onlyl4A Optional Mounting R5S Type V symmetric PT4 Posuop(4'00 opontop polel gauge,extruded aluminum housing.Fully gas- square 11000W metal PT45 Pomcpl4•;z00 open too pol keted for weather-tight integrity. Standard finish halide onlyla PT5 PoMj;(5'00opantoppulel is dark bronze(C)DR)polyester powder.Other ar- PTs Pomop Ur 00 open top polo) chitectural colors available. : STANDARD PACKAGING '� RPFZO Round pole fitter(2%00 wfn Fixtures ship in unit Cartons.Example: RPF25 Round pole Fitter(2%00 ter Lens: Impact-resistant, clear, She" thick, tempered drop lens, Mty2l) KVE23MSYAt12pRPV06Str I 5PFz0 Square polefitter(2iipDte [21 en Ypns of 1 housing and 1 arm) SPF25 Square pole rraer(r 4 DO to I Mounting: Extruded aluminum arm with in- -- - tegral splice compartment for wall or pole NOTES: Options/Accessories mounting is shipped in fixture carton. Optional I May De ordered withSCWAof RPSL mountings available. 2 Must he ardefed with SC4"1A or LLRPSL OPTIONS(Shipped installed] 3 Meets 1ES cutcft criteria for 10MW high SF Single luse{120.271,247V)n/3T8 Optics: Segmented, anodized aluminum pressure sodium tuminaire. OF Double fuse f2G8.Z40 dg0V1n/a TB 4 4MWend1000Wmetalhaliderequirea PER NEMAtwist-IDckreceptacleonly(nophotoc OptICS are interchangeable and rotatable. reduced iacket lamp. HS House side shield(ASY,ASYC onl Vertically tamped sealed optics include SYM 5 Net available withKVE310DOS, y)1R28 R3 separately] (Symmetric), SYMC (symmetric cutoff l, ASY 6 Consult factory tar I000W metal halide (IRS Qua rtzrastrikesystem{10OW maximum,120V (asymmetric),and ASYC(asymmetric cutoff). - and 10DOW high presauro sodium only,lamp notinciudod) OBsi n redirects light around arc-tube for avaitahility in Conede. g 7 Optional mulC.ThD tallestr 020.20a,24-0. EC Emergency circuit optimum {amp life and maximum efficiency, 277v1.n20,277,347ViDI;anode). GFL Glass notIvii" Four horizontal lamp cutoff distributions in- a For arm fdauntino,see technical data CR I;orrosion rasistanttinisfl elude Type (roadway),Type !If (as mmet section in Outdoor binder rot drilling GSA Listed and labeledwconlatywithCanadian Yp Y yP Y - template. Standards rac), Type IV {forward throw, sharp Cutoff}, 9 For 25OWand4OUW luminaires.SPV12 SCWA super CWA pulse curtballest(TBstd.l Type IV wide, forward throw) and Type V RPVI2,SPV14,orRN14mustbeosed l• Yp i Yp when two or more luminaires oriented on tt,RPSL Law•ioss reactor pulse start ballast(277Vonh (symmetric). a 9U"drilling pattern. Fnr optional AreNtacwraICOtorc,Seepage 313 r 10 Fm IOM luminaires,SPVI I or FIPV14 Electrical System: Constant-wattage au- mist bc used when hvcurmore ACCESSORIES{Shippadseparateryl totransformer,high-power factor ballast. Ual- lumineireeor)entedonD9Tdrining PEI NEMAtwist•fockPE phomccntte lot 120•241 last is copper wound and 101}°/o factory test- t 1 pattern. PEI NEMA twisidock PE photocontrol for 341V 75W metal halide hcrizontal lump not PE4 NEMA(wilt-Wck PE photo' trel{or 4EOV ed.Removable power tray and positive look- avaiMbiewtihSCWAorLLRPSL_ p67 NEMAt is(-tockPEphowcantrol277V ing disconnect plug. 12 Consult factory for availability, SG Shorting tap for PER option Socket: Mogul-base porcelain socket with CANADIANSHIPMENTS:Add65Aasaufhstu capper allay, nickel-plated Screw shell and Cata)oo number, All dimensions are inch$$(cerltimeters$unless r center contact- UL listed 150OW,60OV, POST-TOPMOUNT specified. DIMENSIONS Listings: UL listed, suitable for wet locations. KM amraotrt KVET-posl.tap r Listed and labeled to comply with Canadian EPcludes frn) t) CPA: hr l-3zr p Y (includes arms Ilntluda$>:t+uu1 { Standards (see options). Width:2516.7.5) width 125f63.$) ARMMOIiNt Height;111-N4t42-61 Keighe23.7/1346t r Max.warght;71lbo-(34.9kg) Mawweighr:97 KVE3.son enouot IrvE3,post-top {' EPA;4.2 fts f.39mt) EPA:4.810 1.17 linorude$arm) tinclvdcs strut$ Widtt1:24f73t1 WiMh:29173.7f Height;13'4(0) ][eight:19141a7 &9lbe,(39,5ko) IKas-waiphr:97 248 PSG6 /A lJTHa/Vr r:L14 785 9927 P,03 DEC--11-2003 07:47 TOWN OF PGAWAM Q 002/005 _-- __ . . ..... VVVVVVVJ,'aL a.iVttat:ra 5YR'1'1;.1tS FA NHIMH r•�r�Pv,tA 1I,wI I�/ iv, C W' reStaa Tw.. FEATURES & SPECIFICATIONS i IMNDED USE- Ideal far straots, parking lots wd srerroundinq nrloc, CONSTRUCTION-kusra-shapoA rugged,hcavlt•gauge,extrudr:d Area Lighting aluminum houeinliJuily gasketed for westhor-light fiteyr:ty. U& Paenit rta. EM17,026. K11159f1- 5tanclard tinssh is dark bronze IDDB) aolyaslor powder. KVE3 Qther erchstecturgl colas ov&18 le, DPTICAI. SYSTCM -Segmented, anadlrea aluc7 nurri optic ate HIGH PRESSORESODIUM interchangeable ardretatsable.Vcnicaflylarn➢edscaladoptisa MOW in',Wde SYM lcyrmr,etriel,ASY(aisymmelric).and ASYC lesym• all' iD 50' Mole 6rlg metric cutolf}.Design T`06f0Ct7 9$,l around arc-tube far Dpli- mum lamp life and maximum a xieney. Lens is 3111r thick, clear,irrrGaCt resisdlnt,tomperod glans drop Ions.Opllanal flirt Wiath r glaaa oveilable, REMRICAl SYSTEM-ComUnt•wa a atttotrari fortncr tt0as,. Refloat is eoppar-**vnd an0 1DD%gCSOry-tealed.Aamawllle rle;ghl pourer tray and pct We lacking disconnect ploy. Moptd-bo3e p0regfeirl apckat With caDpa►eltoy,nickel-plated scfiyy shel Speciftotioris and CORIDi'CDnta CL UL firmd 150OW40OV,SKV pulse rated. Ar= Men yam, INSTALLATION -Extruded aluminum 9'gun for pole mounlins is EPA:I,ihl(.Vml). EPA 4.5 h'(,42r1') AN dirracnsipna an InMN shipped 0 Kxture carton. 17tw 14'arm is snipped separauriy fln�Iudts arm) lincludas srsoul unlaaa oint'vVist Whop oldwed).00vonal mountin s evaAablo. aaaairaa. 9 wtartr.t3;T3 n 1M1IlatK zs I F3.7f LfMNG-Ui.lisiW audible far wet loculons,Listed and lab"to lialgw 111-112 1 47) Hekm:19-I12(t7) bamatriao�atiaD rlranna Comply Wth Chadian Standards(Soo Doons], Arm Length:9(22.91 Overall Ha fn:25-3r WKighe Bl E375 kg) toi�6.71 SWxc nrvo-L.vueVaar, 6 Might: W t44 kg) WWWKS 7 ORDERING INFORMATION Example, KM1W=SYM120SVWWSr ch"Fo" 17wact wtraaa,nOM&Wlature than bcrr suaa your!,tees and wrile it an the aprevriau rams.Order sEcruo6w to tlaparatc carab9 nwftr, ' ic1►Ea 1>I�OS �� iZP V t4 D fl B SU!!5 Voltage MOiaRt �� KVO tapes 120 "4 square pole IP am%? Sblppad 04WFed In Rulore Architeetmal(allot 2W ft W Aaund polo lr arrY SF SirQu 4usa h2a,22).347V1 (power limsh gpco 2400 SPM Swam polo 16'armp OF Doubla fintroba e IV%210,4W) � of38 Oark.pronxo(+trad+rd) 277 RPVet RcunD poW ib'arm)t PER NEW rwix-bCk recopcacls uWa vAlte Oistr�ution 217 SPV09 Square We IT aunts Inandalo o6v (po➢hotocantroll DDL Bht:k 4W RPV06 AOand pale IT awns' 4S Xnsa ilde;Meld EASY cy clWia Colors � Ldaq Tot SPYU fiquare polo fir atmP ASYC unty) DMB tdediura brcmt Svrwtlrlc 4natti IES RM7 nand pate (rr 4rm)s 4RS•Ounrz raamke system R50w OVA NaTVralalUm wn craaa Bruiria)m r&x MV lamp "m inp1046l Ds3 Sendaraae 1SY Asylrmetnt RPVt1 flyund ooto itr uml GFL 51ass 11m Imo 050 Charcnd gro "Y"WN—e rlc eurall army EC kmadfuley circuit GTG Tennis green WISV05 Will brrekel(9'ara11 LS Lima suppan 00 BngM red CR Cortosiars•rasfstens Di:6 kraal tica N01f!5 is ru, Is tkuntiaae CIA Uffwd 30 Ialwled to corrtpty 51ripine PTI patt�cop II'OA,ogee tap palal y� Canadian Soeaaar9>t SAOB OMk mania r caanods rretary for ira7ra�lity inF'T45 Pag-Wo Wff 0-0,opon WP SrjWK whist 2 oPrinas'muhl•tav twtt+In(120.Ina. Po1a1 O.D. SWpad SpFarat,lyl WIC WS0 WD,27M. Wo,2r7,at7V in Cane411, PTV NAACP IV O 9W top pars) FEt HEatA arriri•Iack f 126.}t78, $=A Nerueal aluminum a the San•ar RPV7+MV0 ad std P16 Pon-top W D.D.oven top polo) 240V) *MA two ofmo"k,minwa,r-m RPF20 Apund pale Attar(2.318' 0-0. PE3 NEMAtwisr-rock PE I342V) (joss Sandatona otlartod on-to,drildrl¢pmem, tanpnl SDTG Tefnia 9reeP . &%v beordaad aeaccga cvy. RPF25 Round yrdo kaer 12-Ile'O.D. rk WEMArri;arlcuc PE146M $WA Bright red a•Other aRhir-cwrA colon itewrasra., tenon) PET IaEMAtw!v,Wtk PE1277V) lam Dark tone 440'WMe ho' Nu2. Clara N.av,w1. SPP20 Squese polo(scar (2.3I9'O.D. 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(�)-See moun7,ny Aeliowda►s Pram, DEC-11-2003 07;48 TOWN OF AGAWAM 785 9927 P.05 &AUnA4,'b SYdl.Ltd s 1T6004/005 Round Ta ere , Pole Shaft 'The pole shaft is one or two section design,each section being fabricated from standard 1 I gauge(0.1196"),7 gauge RIM"),or 3 gauge(0.2391-)steel.The pole shaft matcrial is aweldable grade hot rolled commercial Quality carbon steel with a guaranteed mininuim yield strength of 55,000 psi after fabrication.Each section is one- piere construction with a full length longitudinal weld and is cylindrical in cross-section having a uniform taper of 0.14 itches of diameter change per foot of length. Baseplate The anchor base is fabricated from a structural quality hot roiled carbon steel plate that meets or exceedsa minimum yield strength of 36,000 psis.The anchor We telescopes the pole shaft and is circumferentially v*Jdad top and bottom.All welds are performed in accordance with the American Welding Society specification AWS n1.1,latest edition, Anchor Bolts Anchor bolts are fabricated from a commercial Quality hot rolled carbon steel bar that meets or exceeds a minimum yield strength of 55,000 psi.Four properly sized anchor bolts, each with two regular hex nuts and washers,are furnished aad 0 shimd with all poles unless otherwise specified,Anchor bolts shah have the threaded end galvanized a minimum of 8 inches in accordance with ASTM A-354. Fully galvanized anchor bolts are available upon request. Handhole An oval reinforced gasketed handhole,having a nominal 3"% 5"or 4"x 6-12"inside opening, located V-6"above base,is standard on all poles.OpQorral 5"x 8"and 4"Y 10"handholes ' are available (see options).A grounding provision is welded inside the handhole,ring. Standard Finishes A polyester tharmoseWng powder coating electrostatically applied to the surface of the substrate to a minimum.of 3 TO is standard on all color finishes. Hot dip galvanized finish to a ASTM A-123 specifications or primed finish is also available.For optional Finishes,see X-Klad Coating System. HOW TO ORDER CATALOG-LOGIC aRQ �lnl� When ordering KW lighting 5tandaTds, EXAMPLE mounting adaptors and accessories,be _ sure to specify the complete catalog s�RrE3 Dt4MffE>t riris3r+ aPrtoNs number. Our catalog numbers reflect © the precise specifications of the item NOtAN Aw MOUNTING ordered to ensure our customers will oauGE 01:5113NAT►oN receive the product which meets their ma requiremenm The fallowing explanation f of the caralog numbgrs wur RT5P 30 — 1.5— 11 —BRZ — DM 10— BC a 1 I be helpful in pluing ortfers- AMIN DEC-11-2003 07:48 TOWN OF ACAWAM 766 9927 8.06 Round Taperer[ (Anchor Base) �{ �+• TOP O.D i i31 NUTS fW PLAT WA5KER5 I I,>•:NCTn 7'GP SUAFT L[YCTH TOP O.D. 3S H00 TOTAL DE[AM 1 AmQiRR-BQL7 LLZJ+� SLIP WMTH BASE 0.0. BASE MAX.6414' 1 3HArT CLACLR DIA. I LOTH ' ' J 1 MIN.4 00 CIACLA DIA t� r ABINFOACSD - HAND HOLE BAse o.Q, TmCx 7-7 WALL THK DETAIL porn••rce.u:r TIL DlrTAIL 2 RASE?LA Note: Only 60' and 70' designs require Iwo$halt sections. Rafer to Structure DatA for specific design information A W=)J)W librJrV01 drawlnQA i9 AV"AVd 010momeaVy.Pteapw coat t i hiwo fa tw1hoi infnrh>ariun. 8•i 766 9927 P.07 DEC-11-2003 07:49 TOWN OF RGAWAM„V a �i�s� 1�005f003 i Finishes (F) STANDARDIt R 59911 �►OVER GALVANIZING 1!!71 R 8RZ BRONZE WHT WHITE 013 BRONZE K891 GREEN 1CZ13 BRIDNZE KZ91 GREEN Tat AL9 BLACK P PRIMED K821 RL-ACK K8$1 WHITE K221 BLACK KZB1 WHITE 1�s GRY GRAY G GALVANIZED K841 GRAY K241 GRAY 1�9 GRN GREEN 18t 177 23o Mounting Designations � ) 213 DRILL MOUNT TENON MOUNT ?85 DMID DRILLED FOR 1 WMINAIRE 2 2-38" x 4" TENON 2s � DM7,180 DRILLED FOR Z LUMINAIRES 0180 3 2-718"x 4"TENON DM2090 DRILLED FOR 2 IUMINAIRES Q90 0 3.5 3-11t" x G" TENON,. DM3120 DAlLLtEfl FOR 3 WM1NAlRES 0120 8 4 4',x 6"TENON ).-- IDM30H DRILLED FOR 3 WMNNAIRES 090 fl OM4090 DRILLED FOR 4 LUMINAIRES 0 90 283 311 334� Options TOPBRA«,� 3 There are;no limits to the rulrntber of opt cir►s that AS5E�etY 334 can be ordered. Please indicate these selecWrls Base 327 under the optlarts column in the cataiog number. Cover 377 Example:CPL-VM2-SC-CS-SC. 4 s97 X-HH EXTRA HANDHOLIE'(sIil1:3-93'er a-arLS-) 460 OPTIONAL FWNDHOILES: 73D 58-HH S"x B"HANDHOLE' 1075 410444 4'x 19" NANDHOLV CLIMBING advhe size and Iocai Wn.Haodnoles are SASM 488 rartrittod to stxe or pole shall di pn%-tar. Not CABLECPL THREADEa COUPLING• Threaded Covrrs 800 NPL THREADED NIPPLE' Coup"fig 1CA11tf "►r4asraelvite sl re asld location Threaded GLADE sta Nipots 02 WPf12 WEATHERPROOF DUPLEX SECEPTACUs' s oE7A[HMLE 4-6-above and towed sense ido sr Mnd*o1• 5LFEVE 937 unjeSi OlNrrwisasAecitletl. SA M 070 ( NUT C ERS BELT Climbing SP 040 12s4 Stop Sc SAPETY BRACKET 1646 CABLE POLE 111 F ASSWBLY • RFC'rP7AtLE HOUSING soli EMBEDMENT POLE OFTiONSI ��pr 1299 E EMBEDDED FIOLE (Bearing plate standard) PAM I Recemmen4ed Recomtnen4vd 1rs mour4SRg Height Emb4din4ml Deeds• 1375 left than 20 3' 20'to", 5' 1705 3T to 40' 7- SitBty •gseattr depths arc available gvn Cable 1333 VE COAL TAR EPDXY Rr+:eptaelt G► GROUND nEEVE t413 "S' Packaging 13Q fmmt,diaufy'after ceiaiing, the lighting standard indtlding the 1>�3 basepiato shall be wrapped in heavy corrugated wrapping specially designed and sized to achi"e maximurn prorection in transit. 78G 9927 P.08 TOWN OF AGAWAM MAIN STREET LTG PAGE 02 DEC-11-2003 _ 07�49. ` ,�,,,+�,��,��, 6 2" DIA. .. I STAINLESS STEEL HARDWARE GLOBE TRIM cv cN CLEAR POLY— �. CARBONTE GLOBE �Y Wtl� a CAST 319 ALUMINUM ALLOY N MAIN STREET Q9 ;� SCAB: N75 xixs/oa DEC-11-2003 07:49 TC11JN OF AGAWAM 766 9927 P.09 MAIN STREET LTG PAGE 03 �� I E I a,«�a OLD �NATERFORD S R E ^� Cast Aluminum Base with Fiberghm shalt f AF 402 8' 11" FLUTM i TAPERED 4 SHAFT 121le Diameter, 3-Hole Anchor Bdt Circle Standard.Gatvard6d Anchor Bolts and Tem. pLte_ S Supplied. rtMHT i 1200 i i I � i �ccass � •'1 AANaL DEC-11-2003 07:49 TOWN OF AGAWA`'1 786 9927 P.10 MAIN STREET LTC PAGE; 01 AWN SrREET LIGHTINGy INC, Fax. STR ET URNAM NTA: , L ANIP OSTS To: � ROLAND BURKE Ca 5/X PIRC5 Paumm 3 (incUft per lam) Fax s: tea; /,� ,9 0,3 0 Wpm" ❑ For Rowmw ❑Pkw"Cmvmnt ©Flews R" • Cenwwnts: If you have not received an of ft above pages, please contact the sender at (330) 723- 431 ` Co IV -- PhAst - Foouo etr%� BA. A FJ101 -4-_ o Fp/Yo .,�r� T1YE �Ar t& ,r-o to - o 7M.S E ,.vvAml .Qil +1S Ails Ts i[ Atilt mu •jar* Also,see our web page at ' N ' T I-MN .00M E-mat us at: M90LU4e.net TORD t11duArml Qhio 44256.110 l 723-4;.1I •Fk;c 33o!71.1-2i70 DEC-11_2003 07:49 TOWN OF AGAWAM 786 9927 P. 11 MAIN STREET LTG PAGE 02 + i f� 1 Z 1/2' DIA.. 3 HOLE ANCHOR 8OLT CIRCLE STANDARD 1 ti q c BOLT CIRLCE 2 � . Cl W W 4 ti r O I [D i OLD WATERFORD � 9€,3 SERIES CAST ALUMINUM EASE 19 a s�k LK � r MAINy ACCESS PANEL SzPEor uMmN0 _ o OATE. 2/28'/03 TOTAL P.11 11/86/2803 15.54 14137813512 RPS INC PLRCHASING PACE 01 * 11/00/zoc3 JUU 16:28 FAI 0000948142 LIGHTING SYS1' S Ipvufc�ulra /A LJ1/5fL7NrA LJQX1�W FEATURES & SPEC11 Ar10N$ wrom M— tha for Wymtil vv t,PlAir t late.ae"Ammm utse, =flu hAd/arralmltal IriOa. tOTiiT1SUGIlON—NEAIA hsalr•dutoonllrrtc5w COr�unddla•mst allalaliat • • fA15ooAfiplrtlep nofstng ear ow tact wo ijsnow wdmcllld for bltt asr'+}tvdr Inlern;i loco■To MOC41 tstd "mr1orl tr►ngwlmr fl,twim is nomwouty, TFA tholmal INV%4ntmm tlar toommdplap m mt slth ukovm runcL fN11i1r---StsndarQfiTildlta d1[p bracts pMrizbrpwAtr D� OP't"Sr1ETE111—Cfr mft dsnpslaylOAlan A( IWW drasdigp prod- 4"allrabaurtrs INUSr PWAds/ltahsdlc14SC4LvftTMIA oa►plttt U& �t 1111Af�Al41Ai1➢E Gon snW NIIt I,t?IICtI ahlrltitlf blanibiahttases OI oTm1dl eorts*wi• .911111/,l6tlV11r WWI Imm Maras. 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T Et 1I/05/2003 15:54 14137813512 WS INC PLRCHASING PAGE . 85 - 0Oaalaoe iijo$/too3 nw ls;27 PAZ 8508066141 LIMING 9YSTENS ilowd 7bp jVomt &xM*" "c*ets i a!' bC r W M ce' li'aDrYi1 W L4P 1 7 IT i/a l'4 Ott• `_1 IT OM Y 1D1 rp ye, !3/Ytlu r II►i 7D ALA AT Ur A >•i/�i SOA11 a aiAai�AT ifor >�r a1a tsrw , f �1 i 2f Fl-T v salr Mpg roman" I F6"w llr i)RC71 ll�� IILNJa<'!M -terry rPWTLWOG �cxar r ea vzraw Top-Mamt NuUWn DiackMdn`.uvs lPrrfi.,tlte a oQ WO. EPA welfFf elpa.crfca'k.Plaue NAb-�� _Lm? .�L -- coarse,WNLV jw HER-390 _ 3 1.79 _39 BHR-as D 4 w . 2-?2 so _ 8HR-4_2 4 IA8 36 33HR-690 5 1.79 54 W pf r O Q •!m i inu�awv�n.ilk �7,1 r AGAWAM PLANNING BOARD I 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 (4131747-7113 _ 4. Please give a brief description of the proposed project: See attached Project Narrative ~ i < w rh•j .. Revised 11/06/98 �� � I 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 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. 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 A awam 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 Srustlin, Inc. Address 505 East Columbus Avenue,Springfield, MA 01105 Telephone_ (413)747-7113 4. Please give a brief description of the proposed project: _ r-.rz� 1 See attached Project Narrative ff `' "i , D' .•a Revised 11/06/98 1 y fie . Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval-Parking Facility Six Flags New England("Six Flags") is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Agawam Planning Board.The Applicant is requesting permission to modify an area previously approved for overflow parking area and construct in its place a permanent parking facility.The permanent parking facility is expected to provide parking for 3,563 guest vehicles, which is an increase of 2,663 spaces over the 900 spaces permitted for overflow parking use.The attached set of plans provides full details of the proposed improvements,which are generally described as follows: 1) Earthworks operations to provide contour for the expanded parking area and create stormwater detention basins 2) Excavations for the extension/installation of underground utilities, including portion of municipal water main extension,drainage piping for the stormwater collection system, underground electrical and communication distribution systems. 3) Restoration Areas within the Riverfront Area of Four-Mile Brook for areas that were previously considered disturbed 4) Relocation of an existing drainage swale to provide a continuous parking design and creation of a wildlife restoration area 5) Installation of new hot mix asphalt and pavement striping 6) Creation of an additional tram pick-up/drop-off area within the limits of the parking area 7) Improvement Of an existing curb-cut onto Route 159 for use as a new parking lot exit 8) Demolition of an existing roadway bridge over Four-Mile Brook,located on-property,and replacement with new precast concrete box culverts to facilitate improvement of the southerly access road. 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 »1 ycy /tIj Iq Q Michael R. Mercadante n Fire Inspector 'a N rl Agawam Fire De rt w Date: 0 �a 1+ ,u y w c•' y x � o� Town ofAgawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: , Engineering Dept., Police Dept., FireMept. FROM: Planning Board DATE: October 17, 2003 SUBJECT. Site Plan - Six Flags New England -Main Street-parking facility 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 ent �8:tom: AGAWAM PLANNING BOARD Form D Application for Site Plan Approval i 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_ F Address 1623 Main Street,Aqawam,MA 01001 s 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: 4���See attached Project Narr + , acj 7 ZtU Revised 11/06/98 1 Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval-Parking Facility Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Agawam Planning Board.The Applicant is requesting permission to modify an area previously approved for overflow parking area and construct in its place a permanent parking facility.The permanent parking facility is expected to provide parking for 3,563 guest vehicles,which is an increase of 2,663 spaces over the 900 spaces permitted for overflow parking use.The attached set of plans provides full details of the proposed improvements,which are generally described as follows: 1) Earthworks operations to provide contour for the expanded parking area and create stormwater detention basins 2) Excavations for the extensiordinstallation of underground utilities,including portion of municipal water main extension,drainage piping for the stormwater collection system, underground electrical and communication distribution systems. 3) Restoration Areas within the Riverfront Area of Four-Mile Brook for areas that were previously considered disturbed 4) Relocation of an existing drainage swale to provide a continuous parking design and creation of a wildlife restoration area 5) Installation of new hot mix asphalt and pavement striping 6) Creation of an additional tram pick-up/drop-off area within the limits of the parking area 7) Improvement of an existing curb-cut onto Route 159 for use as a new parking lot exit 8) Demolition of an existing roadway bridge over Four-Mile Brook,located on-property,and replacement with new precast concrete box culverts to facilitate improvement of the southerly access road. 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 • Services ra imagination mnovat on energy creating results for our clients and benefits for our communities November 6,2003 _Vanasse-Hange_n_Br-usdzAlne. Ref: 08398.00 Dennis Hopkins Chairman Agawam Planning Board 36 Main Street Agawam,MA 01001 Re: Parking Area Improvement Project Six Flags New England Dear Mr. Hopkins: Vanasse Hangen Brustlin,Inc_ (VHS)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 1) 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 tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." The note will be added to the Legend and General Note sheet. 2) The plant list on the landscaping plan appears to have some information missing. The landscape schedule will be updated to reflect additional plants added by the Conservation Commission. 3) Cut sheets and specifications for the proposed lighting must be provided. Is there lighting proposed in the vicinity of Main Street? Light pole and fixture cut sheets are attached for review. There is lighting proposed along the new southerly access road,but this fixtures do not extend into the Main Street right-of-way. The last fixture is located approximately 300-feet from Main Street. 4) Are there shelters proposed at the tram station?If so, elevations must be provided. There are no shelters proposed for the tram areas. An electrical but will be constructed which will house the electrical distribution equipment. 5) Is there a provision for trash collection in the parking lot? The parking areas are cleaned daily of accumulated trash and swept on a regular basis through a contract between a local vendor and Six Flags. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7713 s FAX 413.747.0916 \\\0096\does\VAR[OUSVI—ingBoard\Parking lotRepmseLetta 11-06-03.do email: info@vhb.eom www.vhb.com Dennis Hopkins Project No.: 08398.00 November 6, 2003 Page 2 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 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 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 shown 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 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,reflectivihj 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. \06398\dote\VARIOUS\Planning BasrtiParking lot Respanse Letter 11.06.03.doe Dennis Hopkins Project No.: 08398,00 November 6, 2003 Page 3 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. There is no sewer work proposed for the parking lot area. 9) Sheet C-8 details the sidewalk construction as 2.5"total bituminous concrete. The Agawam DPW standard far 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. 10) The existing dirt drive curbcut at the southern end of the parcel frontage on Main Street 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 approaching vehicles traveling the 85F percentile speed in either direction. VHB will verify the speed posting on Route 159 and determine the clearing limits required to provide adequate and safe sight distance. 11) 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. 12) 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 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 Notes and Legend sheet. r r e \M398\does\VARIOU5\PIaraingBo rdPnrking lot Response12tler11-OGQ3.do 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, NASSE HANGEN BRUSTLIN,INC. T�. n J. Fur ,P.E. roject Manger Cc: Ron Sevart,SFNE Chuck Davis,SFNE Georbanne Hoyman,DPW Deborah Dachos,Planning \MNr6Ndots\VARJCUS\Pianning HoardParkins lot RtssPome Letter 11-4G03 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 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: • N-OU -OF,-2003 05:16 TOWN OF AGAWAM 7BG 9927 P.02 TowN OF AGAWAM MEMORANDUM To: Planning Board CC: File, John P. Stone, DPW Supt, From: Engineering Date: November 3, 2003 N U LAN 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 V=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: I 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. 1) 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 case of identification in the future. 7. Pavernem 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. S. 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 fatal 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- NOtIJ-06-2003 05:1? TOWN OF AGAWAM ?86 9927 P.03 12. Sheet C-S 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. 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 Consuactor/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-WO 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, Sinc rely, eorgann J. Hoydian, P.E. Adam S_ Chase, E.I.T. Town Engineer Civil Engineer I SA.%P'3U(lb4 wcaern parking area drive*WL 1"3.wpd STORM DRAINAGE PERMIT APPLICATIONS To the Town of Agawam, Department of Public Works: The undersigned being the Owner - of the property located at 1623 Main Street,Agawam,Massachusetts 01001 W F 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,watercourse,channel or detention facility at 1624 Main Street,constructed as part of a project permitted through the Town of Agawam in 1998 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 Hangen Brustlin, 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: TOD IN CONSIDERATION OF TFIE GRANTING OF THIS PERMIT THE 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 t 75-1 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. I 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 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. G. 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: I1-06-03 ADDRESS: P.O. Box 307 T Agawam, MA 01001 CONDITIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: 11/06/2003 15.54 14137813512 RPS INC PURCHASING PAGE 01 . 11/00/2003 THU 18:10 FAZ 8000908/42 LIGHTING SYS'IM FEATURES & SPEWICATIOM 011111M WE — UP 1pr Wupol VVOB.p1lift 10M Wilavacttell uz.s, mitt iron rnervenorrft go" CDMVltiW M--VEWAhem-44%convurWLCaftund0o•oatakeeinin nal.lt1i sad tm t brlel.fusel twin b empltctwd Tsar im fanebwooal' TAIMMal.aca�ro opdcal anp 1Yprrtrl corlppbalartt7l stela!s nulyeklly, thl MV 11MO,tststrrlc etw Ltrottitlilasia3t31 m ms rlita�las seen a POZ---ltandud ft0l h OM brtAee pllllUtW POWdwT PIM. 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