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8367_SITE PLAN - PERFORMANCE AREA CRACK AXLE CANYON - SIX FLAGS 3� s �ey;vrro-fte e- Ate- 6aj- /,eC"iC)h o� Town of )tgaw.am 36 Main Street Agawam, Massachusetts 01001-1837 . yc� MPy`1 Tel. 413-786-0400 Fax 413-786-9927 �D June 6, 2005 . o . cr Mark Kane �- General Manager __= Six Flags New England �n 1623 Main Street "'r Agawam, MA 01001 rn rr Dear Mr. Kane: At its duly called meeting held on June 2, 2005, the Agawam Planning Board voted to approve the Site Plan entitled: "Six Flags New England Performance Area, 1623 Main,Street, Agawam, MA" prepared by Vanasse Hangen Brustlin, Inc. and dated November 15, 2004. If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, Travis Ward, Acting Chairman Agawam Planning Board cc: Clerk Building Engineering VHB File AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 1, 2005 DATE RECEIVED: May 25, 2005 DISTRIBUTION DATE: May 25, 2005 PLANNING BOARD MEETING DATE: June 2, 2005 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Same Address: Same 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 = 20' Date: November 15, 2004 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O. K. Description of Project: Proposed construction of a Specialty Performance Area. Site Plan Review Page 2 Description of Site: Area is currently utilized as a picnic area for patrons. Proposed expansion of an existing concrete pavement area by approximately 760 sq. ft. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: See engineering comments. Public Utilities: O. K. Landscaping/Screening and Buffers: O. K. Sign Location: Unchanged. Exterior Lighting: Unchanged. Rendering or Elevations: O. K. Dumpster Location: N. A. Other Comments or Concerns: MEMO To: Planning Board From: Sgt. Richard NILES, Safety Officer Subject: Site Plan - Six Flags New England - "performance Area" Crack Axle Canyon Date: 05/31/2005 The "request to construct a themed false front performance area used by park employees for entertainment of park guests in the Crack Axle Canyon Area" is for an area located within the confines of the amusement park, well off the roadway surface. Thcrcfore, the plan as submitted would have little to no impact on pedestrian, bicycle, and or motor vehicle traffic safety. Respectfully Submitted D -r7w� a- �d Sgt. Tchard NILES Safety Officer, Agawam Police Department elD �� a5 �o �N Town of Agawam g 36 Main Street Agawam, Massachusetts 01001-1837 AItE0 MPy` Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., e Dept. FROM: Planning Board SUBJECT: Site Plan - Six Flags New England - "Performance Area" Crack Axle Canyon DATE: May 25, 2005 Please review and comment on the attached Site Plan for a"Performance Area" within Crack Axle Canyon prior to the Board's June 2°1 meeting. Thank you. DSD:pre Michael- R. Mercadante Fire Inspector A-swam Fire De pa tmen fo'D do . MPS Q AGAI*AM FIRE DEPAR*ENT 800 MAIN STREET • AGAWAM, MA 01001 QV�NT ae TELEPHONE (413) 786-0657 h FAX(413) 786-1241 David A. Pisano Chief of Department ��p Stephen M. Martin Deputy Chief FIRES Michael R. Mercadante Fire Inspector MEMO DATE 5/25/05 TO: PLANNING BOARD SIX FLAGS & VHB RE: PERFORMANCE AREA @ CRACK AXLE CANYON DEAR SIRS /MADAM: THIS OFFICE HAS CONCERNS AS TO THE ACCESSABILITY IN AND AROUND THIS ADDITION, THE TYPE AND SCOPE THE VENUE WELL FILL, THE SIZE OF THE AUDIENCE THAT MAY CONGREGATE AT THIS SITE, AND THE CONTROLS OF SAID AUDIENCE. WITH OUT ANSWERS TO THESE QUESTIONS APPROVAL FROM THIS OFFICE CANNOT BE OFFERED AT THIS TIME. FIRE INSPECTOR MICHAEL R. MERCADANTE '-nin{Repot)is a hue and aocu zu noomna a of everts uod&v1ffW which wee aworatlaed on the day of days mer6onad in the report.This(Report)may be copied tad NOT AL7F.RBD IN ANY WAY OR BY ANY OMISSIONS,Per,M.G.L.Part IV.i"&1.Chapla 268:sec.6 A-"Whoever,being an officer or employee of the Ca mnamealth ar of ay politicai mbdi.irion thereof,in the course ofha official dwiu ammes,fllej ar pLbhsl"ary false wrinen report,Mimi"or statement,knowing the same to be false in a material mamer,SHALL BE PUNISHED byaflne ofmi more than(S1000)DOLLARS and or IM PRISON MENT For nos morn than ONE YEAR. • 0 TOWN OF AGAWAM MEMORANDUM °M To: Planning Board CC: John Furman - VHB, John P. Stone - DPW Supt., File From: Engineering Date: May 31, 2005 Subject: SP-306-05-05 - Six Flags New England - "Performance Area", Crack Axle Canyon The site plan submittal titled "Six Flags New England - "Performance Area", Crack Axle Canyon" 1623 Main Street, Agawam, MA; Date Issued: May 20, 2005, has been reviewed. The proposed changes to the site include construction of a performance stage with a"false front", 760 square feet of additional concrete pavement, relocation of the an existing fence and the construction of a segmental retaining wall. The work limit area is 5,262 square feet or 0.12 acres. Comments: I. The proposed project area encompasses an area of 0.12 acres which is less than the I acre, the minimum required by town code for a Storm Drainage Permit. Therefore a Strom Drainage Permit is not required for this project. 2. The erosion and sediment control BMPs shown on the site plans are only a minimum. Additional catch basins shall be protected, inspected, and cleaned as necessary to protect the downstream structures from sediment. This site plan is approved. VP PP ce If you have any yquestionspie fe free to contact this division. N05 pS Ili � Decker Geo anne H an, //h"n vil Engineer I To n Engin H.%NGINEEZSM06 six flags12005 05 perf arealf erfomiance Area Crack Axle Canyon memo 01.wpd MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board SUBJECT: Site Plan - Six Flags New England - "Performance Area" Crack Axle Canyon DATE: May 25, 2005 Please review and comment on the attached Site Plan for a "Performance Area" within Crack Axle Canyon prior to the Board's June god meeting. Thank you. DSD:pre • Transportation Land Development Environmental • Services imagination I mnovat on I energy Creating results for our clients and benefits for our communities May 20,2005 09210.00 Ref: a�?1�, InC_ Dominic U rbani ti Building Official Town of Agawam 36 Main Street a Agawam,MA 01001 � r`i Re: Application for Site Plan Approval =L tv Six Flags New England O "Performance Area",Crack Axle Canyon n' D 1- Dear Mr.Urbaniti: O' r^t N > On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc(VHB)submits for fur review and use the following information as required by municipal regulation: • (10)-copies of the Agawam Planning Board Application Form D,with attached narrative • (10)-sets of project plans prepared by VFIB dated 11-15-04,with revision date of 05-18-05,including exterior elevation of Performance Area This application requests permission from the Town of Agawam to construct a specialty Performance Area within the Crack Axle Canyon themed area.This application is a resubmittal of a previous project,formerly known as"The Slingshot Amusement Ride".This application was originally submitted in November 2004,and was approved by the Agawam Engineering Department and the Agawam Planning Board.Subsequent to these approvals,the application was withdrawn prior to a ruling by the Agawam Zoning Board of Appeals for a height variance. The difference between this application and the previous application is the construction of the main attraction. The limits of disturbance,the construction of a minor retaining wall,and expansion of the existing concrete pavement areas have all remained the same.The request to construct a 146-foot amusement ride is being replaced with a request to construct a themed "false front"performance area used by park employees for entertainment of park guests in the Crack Axle Canyon Area. We respectfully request your review of the attached application and scheduling of this project for review before the Agawam Planning Board at the next meeting,scheduled for June 2. Please do not hesitate to call should you have questions or need additional information. Very truly yours, .CF 1� ASSE HANGEN BR STLIN,fNC. %Gm AD roject alter 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 ■ FAX 413.747.0916 P:\0921000\docs\VARIOLIS\PianningBoard\Perfmrtnu Area\Cov Perfonna Area.dor email: infoC@vhb.eom www.vhb.com r , AGAWAM PLANNING BOARD o Form D N Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam, MA O 1001 1. Name of Business Six Flags New England Address 1623 Main Street,Aqawam 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 Hansen 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 Revised 11/06/98 Six Flags New England Description of Proposed Project in connection with , Application for Site Plan; Approval �` c Perfortnance Area a Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plana Approval issued by the Agawam Planning Board.The Applicant is requesting permission to inodifya rn previously developed area to construct in its place a Specialty Performance Area.A project for this sWe area, known as the"Slingshot Amusement Ride",was submitted to the Planning Board in November 200411'The r project was reviewed by the Agawam Engineering Department,which due to its small Work Limit Area issued an approval for the project.The Planning Board approved the project at its January 20'h meeting.The attached set of site plans provide details of the proposed site improvements,which are generally described as follows: 1) Minimal earthworks operations to expand an existing concrete pavement area to provide placement of the proposed structure 2) Excavations for the extension/installation of underground utilities, limited to only underground electrical distribution systems. 3) Restoration of disturbed areas,including installation of 760 square feet of additional concrete pavement, relocation of existing theme-area fence,and construction of a segmental retaining wall. The work specified above is not located within resource areas regulated by the Massachusetts Wetlands Protection Act. The area that is identified for this ride installation is currently utilized as a picnic area for patrons. Because of its location with respect to food services, it is under-utilized by park guests. Existing provisions for seating are located within 100-feet of this area, adjacent to current food services area. Development of this area was reviewed and approved by the Town of Agawam in 1998.This themed area is known as"Crack-Axle Canyon",and includes amusement rides within a western themed area.No other improvements to this area have been requested or implemented since its initial construction. The Town of Agawam requires submittal of a Storm Discharge Permit for development sites of an area 1-acre or larger. Encompassing this proposed development area by straight-line rectangle provides for a work limit of 5,262 square feet. The actual area of disturbance is significantly less, and the majority of the existing work area is stabilized by concrete pavement which will not be disturbed. Re-grading of a portion of the project area is required to extend the flat pavement area to provide clearance for the temporary ride.The expansion of concrete pavement equates to 760 square feet. Stormwater Calculations and an Agawam Stormwater Discharge Permit for this project have not been submitted as part of this application,as the impacts from this minor increase in impervious area are anticipated to be negligible to the existing on-site stormwater collection system.The following information relates to anticipated increase in stormwater runoff due to this increase in pavement for the 2, 10 and 100-year storm events, using the rational method of stormwater runoff calculations: • 2-year storm event: 0.05 efs • 10-year storm event: 0.07 cfs • 100-year storm event: 0.10 efs The current stormwater collection system was reviewed and approved by the Town of Agawam when the Crack-Axle Canyon project was constructed.This system has been performing satisfactorily since installation, and there have been no calls or inquires regarding this system by the town as a result of complaints. Based on the above presented information,a Stormwater Management Report for this minor impact does not seem warranted,and an increase in stormwater runoff for the minor amount indicated are anticipated to have no impact on the collection system. There are no alterations or changes proposed to the existing stormwater collection system as a result of this project. i Six Flags INIew .1 nLDrland Issued for: Review Date Issued: November 15, 2004 Performance Area Latest Issue: May 18, 2005 1623 Main Street Agawam Massachusetts A rrty Inf. ip • No, Drawing Title Latest Issue :== GAA�+I Owner: C-1 Legend, Abbreviations and General Notes 11-15-04 = Premier Parrs, Inc, 1623 Main Street C-2 Demolition Plan 11-15-04 P.O. Box 307 C-3 Layout, Grading and Utilities Plan 05-18-05 - . � Agawam, Massachusetts C-4 Details 11-15-04 w mop° Applicant: noncT �' L NG EADOW Sig Flags New England WCAnoN g SOUTH STREET = = 1623 Main Street P.O. Box 307 Agawam, Massachusetts Massachusetts - Assessor's Plat: K3-3 Connecticut Lot: 1 Reference Drawings Site Location Mat 10D0 2000 �eSt 0� Sv-1 Existing Conditions Plan 11-15-04 �n -2 xf� SMPLA Cf5 N APMIL AOAWAM P IOIR4� Vanasse Hangen Brustlan, Inc. M Transportation Land Development Environmental Services a 505 East Columbus Avenue Q z � Springfield, Massachusetts 01105 5 �� 'I �- 413 747-7113 FAX 413-747-0916 P:\09210.00\cad\Id\Planset\09210-LEG-dwg Legend Abbreviations Notes: Vanasse Ilangen Brustiin, Inc. Exist. Prop. Exist. Prop. General General Erosion Control Transportation �1 CONCRETE ABAN ABANDON Land Development I. CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-888-344-7233) AT LEAST 72 HOURS BEFORE EXCAVATING. 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE .CONTRACTOR SHALL NOTIFY APPROPRIATE PROPERTY LINE :. HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS Environmental Services 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT PROJECT LIMIT LINE RIPRAP ADJ ADJUST ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT 505 East Columbus Avenue RIGHT-OF-WAY/PROPERTY LINE ° ° °° CONSTRUCTION ENTRANCE APPROX APPROXIMATE 3. HANDICAP ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE Springfield,Massachusetts 01105 CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS AND OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES 413-747-7113 •FAX 413-747-0916 """ ""` - EASEMENT BIT BITUMINOUS 2 7Z T�x Z7.35 TC x REGULATIONS (WHICHEVER ARE MORE STRINGENT). AND PROTECTED AREAS. TOP OF CURB ELEVATION BUILDING SETBACK g gin 26.65 BCx BS BOTTOM OF SLOPE 4, AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES BUILDINGS, PAVEMENTS, 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION in+ lotoo BOTTOM OF CURB ELEVATION ( SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY - - �-- BASELINE BWLL BROKEN WHITE LANE LINE WALKS, ETC.) SHALL RECEIVE 4" INCHES LOAM AND SEED. WATER, WIND, OR DIRECT DEPOSIT. 13?.I5 x 132.75 x SPOT ELEVATION CONSTRUCTION LAYOUT CONC CONCRETE 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS 5..5 Twx �'4 T+Nx TOP & BOTTOM OF WALL ELEVATION REQUIRED UP TO SUBGRADE ELEVATIONS. 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED —_ 13w 3a.5 gw s ZONING LINE � DYCL � DOUBLE YELLOW CENTER LINE FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TQ PREVENT BORING LOCATION 6. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED EROSION, TOWN LINE EL ELEVATION ® TEST PIT LOCATION BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR ELEV ELEVATION SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM LIuiT OF L1ISTLERBAWCE p Mw MMIT(tzwr. wrl J 7. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR ENTIRE DRAINAGE AND SEWER SYSTEMS.. EXIST EXISTING CLEANUP, REPAIRS AND COKKLU IM AL lIUN it WUH Wk;VKS. A WETLAND LINE WITH FLAG " FLOODPLAIN �- UD UD UNDERDRAIN FDN FOUNDATION a DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO Existing Conditions Information 12"D 12,�� FFE FIRST FLOOR ELEVATION OWNER. DRAIN 1. BASE PLAN - THE PROPERTY LINES SHOWN WERE DETERMINED BY AN AERIAL SURVEY PERFORMED BY BORDERING LAND SUBJECT TO FLOODING F"Pq B.R GRAN GRANITE 9. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS; TO OFF SITE HERITAGE SURVEYS IN 2000. { cc ROOF DRAIN AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. --�z WETLAND BUFFER ZONE 12"S _12"S SEWER GTD GRADE TO DRAIN 2 TOPOGRAPHY - ELEVATIONS ARE BASED ON NGVD DATUM.FM FM I -" �"Dz NO DISTURB ZONE _-- "` FORCE MAIN LA LANDSCAPE AREA 2WRA 2W RIVERFRONT AREA --OflW OHW OVERHEAD WIRE LOD LIMIT OF DISTURBANCE --6-w-- 6'w WATER MAX MAXIMUM Layout and Materials �- - -- -w - -- - - GRAVEL ROAD ---4a?T -- 4"FP FIRE PROTECTION MIN MINIMUM EOi 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF PAVEMENT - - -- - EDGE OF PAVEMENT --2"DW---- DOMESTIC WATER NIC NOT IN CONTRACT MARKINGS, UNLESS OTHERWISE NOTED. �S -_ -•• g � GAS BITUMINOUS BERM -----,��'G-- —G NTS NOT TO SCALE - 2. CURBING SHALL BE CAST-IN-PLACE CONCRETE WITHIN THE SITE UNLESS OTHERWISE INDICATED ON THE PLANS. -=_- BC BITUMINOUS CURB E E ELECTRIC PERF PERFORATED - cc. CC CONCRETE CURB --ST' snA-- PROP PROPOSED 3. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING STEAM SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, CG LOADING DOCKS, BOLLARDS, ETC. CURB AND GUTTER ---T-- - T TELEPHONE REM REMOVE EXTRUDED CONCRETE CURB --FA--- —FA— FIRE ALARM RET RETAIN � �••••••• MONOLITHIC CONCRETE CURB —CAN-- CABLE TV R&D REMOVE AND DISPOSE CC,_• PCC PRECAST CONIC. CURB R&R REMOVE AND RESET SLOPED GRAN. EDGING ® CATCH BASIN SWEL SOLID WHITE EDGE LINE Utilities VGC LW. ME DOUBLE CATCH BASIN SWLL SOLID WHITE LANE LINE VERT. GRAN. CURB 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE 10 "r LIMIT OF CURB TYPE GUTTER INLET TS TOP OF SLOPE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS.. C') • DRAIN MANHOLE THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA -------- SAWCUT TYP TYPICAL CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE ="TL'= RE43M TRENCH DRAIN PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE '{ CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND ELEVATIONS OF THE POINTS OF r PLUG OR CAP CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT THERE ARE NO INTERFERENCES .WITH EXISTING UTILITIES BUILDING OD Utill AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. 11 EN BUILDING ENTRANCE CLEANOUT ` � FLARED END SECTION CB CATCH BASIN 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM LD LOADING DOCK THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF HEADWALL CMP CORRUGATED METAL PIPE THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION • BOLLARD FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S ul D DUMPSTI=R PAD ( CO CL.EANOUT FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL ❑ SEWER MANHOLE PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. SIGN cs cs DCB DOUBLE CATCH BASIN •-•�- �- CS) O CURB STOP & BOX DMH DRAIN MANHOLE DOUBLE SIGNS WV a 0 WATER VALVE & BOX CIP CAST IRON PIPE TSV ---.._. ._...- _ T STEEL GUARDRAIL - BYTAPPING SLEEVE, VALVE & BOX COND CONDUIT SIAMESE CONNECTION DTP DUCTILE IRON PIPE ---- --.-� WOOD GUARDRAIL D.1,D H)D ' FIRE HYDRANT FES FLARED END SECTION 4 WM -------- "- PATH 0 ° WATER METER FM FORCE MAIN — — PiV PTV ,rr'y lY-y-Y-YZ TREE LINE ® 0 POST INDICATOR VALVE F&G FRAME AND GRATE ---- - -x---- - WIRE FENCE ® WATER WELL F&C FRAME AND COVER __0----------a--- 9 FENCE G � GAS GATE GI GUTTER INLET No. Revision Date ppvd. ---: - STOCKADE FENCE UA n GAS METER GT GREASE TRAP Designed by Drawn by JAG Checked by JJF cxxx � OOGOCaC> STONE WALL HDPE HIGH DENSITY POLYETHYLENE PIPE CAD checked by Approved by � •f�H ELECTRIC MANHOLE RETAINING WALL - -�----. ELI EM HH HANDHOLE score N/A Date November 15,2004 -- - -- ..- STREAM / POND / WATER COURSE 1=1 ° ELECTRIC METER Hw HEADWALL Project Tine -_.--- ..------ .- .. DETENTION BASIN '* LIGHT POLE HYD HYDRANT Six Flags New England r:,_r•:.��1:-��r=� � HAY BALES � �� TELEPHONE MANHOLE 1NV INVERT ELEVATION ----�---�-- X SILT FENCE ED TRANSFORMER PAD I- INVERT ELEVATION Performance Area 4 MINOR CONTOUR ' �' UTILITY POLE LP LIGHT POLE 1623 Main Street MES METAL END SECTION -- —gip— - 20 MAJOR CONTOUR 0- +- GUY POLE PwW PAVED WATER WAY Agawam, Massachusetts `I GUY WIRE & ANCHOR Issued For �t �a pan COUNT HI HH - - - PY� P%WN"HORIP9 PIPS C10 COMPACT PARKING STALLS ' El HAND HOLE RCP REINFORCED CONCRETE PIPE Review PB PB DOUBLE YELLOW LINE n p PULL BOX R= RIM ELEVATION SL. SL Matchline SMH SEWER MANHOLE STOP LINE MATCHLINE f I I I I I TSV TAPPING SLEEVE, VALVE AND BOX I CROSSWALK Drawing Title UG UNDERGROUND E ® ACCESSIBLE CURB RAMP ACCESSIBLE PARKING UP UTILITY POLE Legend, Abbreviations VAK VA"-ACCESSIBLE PARKING and General Notes Drawing Number C. JQI J c .4 Sheet of Project Number ti 09210.00 09210-LEG dwq P:\09210.00\cad\Id\PIanset\09210—DM.dwg 1' } i 3 F c s '42 - 8.4 � Hang en Han en Brustrin Inc. _ ' \ X75,8 fj Transportation 1 `I ti� C <J Land Development `� '?� Environmental Services - \ 505 East Columbus Avenue i x is , , / ( 4 f _ Springfield,Massachusetts 01105 4. 8 2 , 4 E ' 413-747-7113 •FAX 413-747-0916 X 742 \7 x -,b 75.3 x .yYq \ J ell 9X0 Of 0 -- -- . 0 �-- � \ X �J I 75LX , 4, r ,� X 9 ,.� t , f 0 ,. 00 r." , / 7 x n �._ ._. .._. r — y/j ' ---- \ 4, - 75,9 3,X_� } `� 1 I • \ CLEARING LIMIT \ \ x I-144MIT, Ul 6,5 x ,...� � � •- ;rf — PICNIC TABLES TO BE � x 74,7 X 94.8 REMOVED BY OWNER 8 .., . C.r� � � � \ I .� REM�VE EXISTING FENCE. x I RET 'IN FOR RE—USE. X r I �,� \ 1 REMOVE M-'' Cr x j \ `� ' - UTILITY \ x94, C 0 ; ' POLE /� { j, 2\ 1 �'• i L ❑ j �/ /�j � �� rt\ ,,.�-�,!� � — � � ._.�--"."'"...... • �Y�'"' ._.-rA. `.""^.'-wry- ..,.. ... \\� \•� l � ���`;, � .-........ CyJ i e 0 El F X 7 5,9 �r 0I I s 94. cµ� _J -r w. F c t rJ J \ X ---" -� - X 7 4,8 VL ` IMIT OF WORK\ —,� - -" ?X 7,. .8 T ��. ✓/ ` f �I _94 _.. t X 9 4,5 (7 V3 1 ( •� } [� �/ f �..� —.__.._ _L - -- , `"'� {�� X 7 5,Lam_ C`J No. Revision Date vd. i � t--- _ - ~~-- �' �`._ �` ^j - .0 E v X74, Designed by Drawn by Checked by x93,8 c� ` .. (-- - X83.0 �} ) t -- - _v rfJAG JJF 8 f° \ �/ �'~ �1 /\ C7 J 1 S �' '.� \/ .. 0 CAD checked by Approved by x8 I� 8 U f f �'� Scale 1 n�Ot Date November 15 2004 -. — '- t Q0 r '1 Project Title Six Flags New England 1 Performance Area X74,n 1623 Main Street _ C 0 N r _ X Agawam, Massachusetts _ , /'��J : 1 - �--jt�i "S" :: \ T Issued for ��� _ - ., 82.9 . . QC) <<- _. ? ~ :.� G Review j ter_.... Ij T I\E P Drawing Title � 4X 9 0,-7CA ' Demolition Plan STY 14 + _ -.. - _- - 8 3 � f� l'4 f �'• Drawing Number .2 77, -_ �/VT Sheet2 of J_ 20 0 20 40 Project Number SCALE IN FEET 5 09210.00 09210—DM.d wg P:\09210.00\cad\Id\Planset\09210-LGU.dwg _ N I 1 en Br t Vanasse Han I _. r -' _ — M - g us lan, Inc. Transportation Land Development Environmental Services ! v Site Data Chart x c _ _ F 505 East Columbus Avenue _ Springfield,Massachusetts 01105 j I { - WORK AREA 5,262 SO. FT. I C-) 86,b X f 82 , 1 , 1 ,� NEW PAVEMENT AREA = 760 . FT. 413-747-7113 •FAX 413-7 7-0916 ` # x PROPOSED HEIGHT OF PORTABLE RIDE - 146 FEET 74 . 2 r\ t 3,3 , X x \ CDx INSTALL � y SILT SACK - -- -- -. __7 co f 94,6 l ? X 75,3 X rDn 4. 9 r: O — _ ECTRICAL [� ( ' NDUI7 75, J 00 _ �€ �-8 i - --0 EFT r' X 380529.04 RETAINING �� I _ . - -------- T� € 297052.49 1 Y l X 1, f C>J ALONG STEPa, - t 9 4 - ( ,~ ' RETAINING WALL J. -' PROPO F MANE ; TW 81 B1 78.0- - '\ ,\ ��� �� AREA �\ 82 1 1 ` SILT ` r } FENCE x1 7 . ` RD CC '`\ �! ��! i � � �. - C.- � � C� C��,� i, r�� ' � CA T-IN-PLACE � _ 4 } CON BETE CURB _ X ,. U / U �^-� j 95.1. � (� � � SUL LE EN CATEDT AS E EE � � -�' i jj' TIE SEGMENT RETMNING X 7 4 '� `\ 7 5,5 �''• C i= u ,F/ ! - �_ _�-- I l..._ L TO 18ION _ /{SIkSE�..YjIALL_ _ {-- ; '1 `mil -`�,- Co ;;41 NC �. ( r PA ENT _ � X �f�- X € ? _ INSTALL TLI '~ SILT SACK 2, Y .- CJ 111 i!( � �—� -r..`'4�Ba,,... T 1 \ ,y- .'.r- r --~" �• LA.1 IMIT OF WORK _a � �4�F 1 ( X 9 4, 1 ; - C \, I ` 4 � 1 UPDATED PR❑GRAM 05-18- QS ,�JF \ �\ r� -W _' I X X 675 No. Revision Date ppvd. / } / j\ J X i�� ' � B�� Y=- ( "-_` �_ / 1 ,�1 ` �, ""` —` -. / �r X 7 4, CADDesigcheck d b ned by Drown by Approved AG,v Checked by Ji1F I 8 w ; } Y pP o ed by �S scale 1 n�Qi Date November 15,2004 =ram r r - Project Title Six Flags New England Gi -~- - r-- - -- \ Performance Area X 7 4,T`) 1623 Main Street 135-11X? ^w Agawam, Massachusetts - - I ) � S 9 < / .�, -. ^^ L t ^ -r Issued for E _ --- -- - k Review 00 €\ f._ ), Drawing Title X 9. X 0,7 __ -�-- �, 7 4,3 X Layout, Grading y and Utl�ties Plan Drawing Number_ OiAdl< C-.3 = t'�/ `.._•_. � 14 i� ICI I ' __ "r - ✓ 1 r 1 Sheet of ,Ti 20 0 20 40 Wan � 3 4 Project Number SCALE IN FEET 09210.00 09211?-LGU.d wg P:\09210.00\cad\Id\P1onset\09210-DET_dwg Vanasse Hangen Brustlin, Inc. Transportation 4' Land Development (MAX) CATCH BASIN GRATE Environmental Services TREATMENT VARIES 11 " x 1h' x 4' WOOD STAKE 6" OR APPROVED EQUAL 1" REBAR FOR 505 East Columbus Avenue MIN. SILTSACK BAG REMOVAL Springfield,Massachusetts 01105 SILT FENCE 413-747-7113 FAX 413-747-0916 LOAM AND SEED SLOPE VARIES—•- If a 4 `. °B°CP ° , :, • Plan View as 0. °000 _ O ao WORK o g AREA 0 0 o CATCH BASIN GRATE °oo O \ \\ O n°0 12" 01 \i o {MIN.) FLOW PROTECTED SILTSACK \ \ g ° o � AREA O O FE 01�1 FLOW p0o o" O° �.Oo pa ° ° _ \ ° 8 0 0 8 o Q1 80 0 8 W.W. MESH (6x6xW1.4xW1.4) TOP OF O °^ FLAT SHEETS - CENTER DEPTH GROUND EXPANSION RESTRAINT 4" EMBEDMEN (MIN.) SeCtl©n VIBw COMPACTED GRAVEL (1kz" MAX. STONE SIZE) PLACE 4" OF FABRIC 1' (MIN.) COMPACTED ALONG TRENCH AWAY STAPLE SUBGRADE FROM PROTECTED AREA Notes: BACKFILL AND COMPACT B - 10 A 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS q AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN STAPLE REMOVED. 2. GRATE TO BE PLACED OVER SILTSACK. Wood Stake 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL Joint Detail STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED Monolithic Concrete Curb (MCC) 6iO3 Slit Fence Barrier 6/03 Siltsack Sediment Trap 6/03 N.T.S. Source: VHB REV LD_424 N.T.S. Source: VHB LD_650 N.T.S. Source: VHB LD_674 THEMED FENCE VARIES '� No. Revision I Date Appvd. CAP Designed by Drawn by JAG Checked by JJF CAD checked by Approved by IMPERVIOUS FILL Scale Dote MIN. 12" THICK As Noted November 15,2004 APPROXIMATE Project Title , EXCAVATION N. LIMIT Six Flags New England MODULAR CONCRETE �W�y GEOSYNTHETIC'.r,_` UNITS REINFORCEMENT FACINGr e �rmanCe Area - 1623 Main Street FREE DRAINING .:���:• Agawam, Massachusetts }° MATERIAL Issued for ._ Review UNDERDRAIN (SLOPE TO DRAIN) ----- -------- ---- -- --- --- -- Drawing Title LEVELING PAD COMPACTED SUBGRADE Note: Details DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BY WALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERS RECOMMENDATIONS. Drawing Number Modular Retaining Wall 6/03 C-4 N.T.S. Source: VHB REV LD-750 41 Sheet of 4 4 > Project Number ` 4 09210.00 �b 09210--DET-dwg P.-\09210.40\cad\ld\Planset\09210—EC.dwg q' b y _ _j '" � _. Vanasse Hangen Brustlin, Inc. u_ f \-4 f F'$ Transportation '' .... f k` f' � J Land Development �3 _ M `'` j� Environmental Services X 193.7 505 East Columbus Avenue { f' r _ Springfield,Massachusetts 01105 - C)� ) 2 F ' ;{ M `-- 4, 413-747-7113 •FAX 413-747-0916 A G X X75, 0 �:.. - y 75,EUzi - c:) 74 , 2 �,� X 7 �5 75,3 0 If 4 fR x 1 � � ` \ 1 ` � 1 �.r,.'.a�'"'ti tiY • 's5 s� ;+� Ali \�](\;[��\gyp 0�9 X co Z \NNN X i ? ,8 2 `y/ ,� X / W j X 742 c_ ,�. f — X I f X' J 3 'O _ \ 81,7 q) X8L6 a -- 9 4 F � g w 7 4 , 2' X ` �-. ` y y 7 /7 ° - - -_ ! J } 74,7X- I 94,E c _ ' X CLJ f � Q `s 0 X g 9 i x 3 lE' X i s _ s _ x 74 , _ X11 W 1 ff Y \ 71"D 73 41 JEJ r F ❑ Q y Q= _ r .� � I— / CO El �` � F f/ _L— — ----- [� rr_,_" i )/r' � r � �� Yam_. _. 9� J/ t - !/`-� @ i 9 �5 . OF __ o � _ i �1 j 1 f f f 4 . L._ r' l OE 0 X 9 4.5 f !0 c; �; f _- -- 3 11, — � -- :' 81,7 Y ♦ 7 5,2 x No. Revision Date ppvd- 8&8 ` ` f BED -'--~ �.'� f X74, Designed by Drawn by Checked by { r f �. / f 1 X83� _ _ �-- �_ _ f JAG JJF f f CAD checked by Approved by i ! r Scale Date X 8 0,8 X 7 6,8 t I"=20' November 15,2004 _r1 jI Pro ject Title r ® __ w --�— `f -- 4 Six Flags New England. Slingshot Ride I-S -- ❑f X74, ! —� Q 8 5,8 X 1623 Main Street Agawam, Massachusetts ` 82,9 " -� 7 4 ' Issued r ' El-LJ Review . f / r�Cf) VO U11 CD Not Approved for Construction ,T R E Drawing Title 94JX90,7 Xq _ I Existing Conditions Plan .- - W _ 4. Y, f- .�`- --; i` 3 •f" �. _ � irk J # Drawing Number � F D,TREE.S ��- 89,0 D,TREES . - SV- 1 M1 r '- _. ��� r "- W G Sheet of l 1 20 0 20 40 Project Number SCALE IN FEET 09210.00 09210—EC.d wg cn t.O.PARAPET ..a Z o ELEV. +21'-0" (2) 2X10 "HIP" RAFTER � V z W o ROOP I NE ASf�'ER 2x8 RAFTER ALONC $,�G�C OP z � Z :) -- PARK REQUEST, Y2" PARAPET, SLOPED @ 5; 12 AS u z z ��E PLYWOOD SHEATHINC7 SHOWN ON ELEVATION o o g 4 � ce �o 2x8 RAFTERS er: V \ TO.PARAPET ELEv. +1s'-0" ® 12" O.G. _.._ .,.-- Z z M x SEE DEVIL 5/A2 z� _ � W HAo }_ 2x8 RIM JOIST, GONTIN. SLOPE OF AT PERIMETER w W ROOF BEHIND, 2x8 GE I L I N& JOIST FLASH AS REO'D BEHIND j 4 z u 12 FINISHED 51171N6 u 12" O.G. w/ Y2" PLYWOOD SHEATHING --� 2x NAILER T.O. PLATE ELEV. +15'-O" DOUBLE TOP PLATE GORRtJC ATED 12 --- GORRU6ATED METAL ROOF I N6 CANOPY OOF ��� OVER Y " PLYV400 ? SHEATHINC7 z WALL STUDS, 2x6 @ 12" O.G. 2x6 JOIST 4 RAFTERS ® 16" O.G. PROVIDE 2x NAILER 15.0.CANOPY 4 JOIST HANGER ELEV. +V-0" T.O. POST ROUGH OPEN I Ne ELEV. + V-6" } ` ELEV. W-0" 2x8 FASCIA 50AIRD CLAP 50ARD ! -' SI?71N6 3 O 2x8 w/Y (2) I5/4" X 41Y2" LVL BEAM. FINISH 2" PER OWNER ROW'S �= PLYWOOD BTWN. 12"x 12" POST ENCLOSURE. In o i4 } lu- 3 rr0 2x8 GONTIN. LEDGER 6x6 P.T. POST. BOX OUT w/ Ix FOR FLOOR JOISTS TO MATCH ELEVATION DETAIL T,OPLATFORM T.O. DECK I N6 FELE7 +0'-0° - ELEV. +0'_0" Exis. C%RADE EX 1ST. SL4$ . - '-4°' (VARIES) 10 SCALE. 1/2" = 1'-0" SCALE: 1/2" = 1'--O" METAL GAP FLASH I NC7 !2 5/4" PL"0400P SHEATH I N6 TOPARAFET ELEV. +21'-0" DBL. TOP PLATE, TAPER BACK OF PARAPET TOP FOR SLOPE TO 1-ARAPET FINISH BY PARK ELEV. AW-0" FLASH AS REGU I RED 2x6 FASCIA BOARD '�- Y2° PLYWOOD SHEATHINGS tu lu (FINISH PER PARK REQUEST) lu 2x6 ® 12" O.G. 2x NAILER RET SETA SCALE: 11/2" = 1'—O" MA PROVIDE WOOPEN PLATFORM AND STAIRS01, FOR EMPLOYEE ENTRANCE TO SUIT u T.O.PLATFQRM FIELD CONDITIONS ELEV. +0'-0" Exis. GRADE os ELEV. -2'-4" CV3E FRoJ DtUCs: C-p3E r-ILr=: DRAUN BY: `/� l_ f1fJI M#`5 CHECKED BY: