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8470_SITE PLAN SIX FLAGS EMPLOYEES ENTRANCE 0 p an Flcc� F A ,q� Town of Agawam . � 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 l�+ January 9, 2007 a ac Larry Litton x General Manager o n Six Flags New England 1623 Main Street Agawam, MA 01001 ) A0 �.. c=, Dear Mr. Litton: At its duly called meeting held on January 4, 2007, the Agawam Planning Board approved the Site Plan entitled: "Six Flags New England Employee Entrance Plan, 1623 Main Street, Agawam, Massachusetts" prepared by Vanasse Hangen Brustlin, Inc. and dated December 8, 2006 with the condition that the Engineering_ Department comments contained in the memo dated January 4, 2006 be addressed. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Travis Ward, Acting Chairman Agawam Planning Board cc: Clerk VHB Building Engineering 0 . TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821.0600 - Fax (413) 821-0631 John P. Stone — Superintendent MEMORANDUM To: Planning; John Furman —VHB CC: John Stone— DPW Supt.; File From: Engineering Date: January 4, 2007 Subject: SP-306: Kiddie Land (D7.01), Employee Entrance (07-02); route 159 Curb Cut (07-03) Per your request, Engineering has reviewed the above referenced site plans and approves them. 1. Prior to starting construction, the Town of Agawam — Department of Public Works Stormwater Permit Application must be filled nut and both the application and inspection fees must be paid_ One permit may be used for all three site plans. A copy of the permit is available online at the Agawam Engineering web page or can be emailed or faxed upon request. Sincerely, iicthael C. Chase, E.I.T. Interim Town Engineer WENGINEER OMOG DIX FLAOMD7-01 KIMIE LANDWIMC TOWN OF AGAWAM Department of.public Works 1000 Suffield Street • Agawam,MA, 01001 Tel (413) 821-0600 • Fax (413) 821-0631 John P. Stone —Superintendent MEMORANDUM To: Planning; John Furman —VHB CC: John Stone— DPW Supt.; File From: Engineering Date: January 4, 2007 Subject;: SP-306: Kiddie Land (07-01); Employee Entrance (07-02); Route 159 Curb Cut (07-03) Per your request, Engineering has reviewed the above referenced site plans and approves them. 1. Prior to starting construction, the Town of Agawam —Department of Public Works Stormwater Permit Application must be filled out and both the application and inspection fees must be paid. One permit may be used for all three site plans. A copy of the permit Is available online at the Agawam Engineering web page or can be emaiied or faxed upon request. Sincerely, ichaei C. Chase, E.I.T. Interim Town Engineer RkENGINEEMPM6 SIX PLAOMY-01 KIDDIE IANDWI DDC i AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: January 3, 2007 DATE RECEIVED: December 15, 2006 DISTRIBUTION DATE: December 18, 2006 PLANNING BOARD MEETING DATE: January 4, 2007 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 Fax: 786-1332 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: One Federal Street, Building 103-32N, Springfield, MA 01105 Telephone: 747-7113 Fax: 747-0916 PLAN REVIEW Scale: 1" = 20' Date: December 8, 2006 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O. K. Description of Project: Modification of an existing developed area to include a new patron restroom and improve the access area for park employees. A Kiddie area ride is also to be installed. Site Plan Review Page 2 Description of Site: Area is already developed with pavement, buildings, and attractions. Provision for Traffic Plow: Unchanged. Parking: Unchanged. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: O.K. Sign Location: N. A. Exterior Lighting: O. K. Rendering or Elevations: Pictures and/or elevations are usually submitted for the Planning Board's information. Dumpster Location: N.A. Other Comments or Concerns: 0 Memo To: Planning Board From: Sgt. Richard Niles Subject: Site Plan—Six Flags New England—Employee Entrance Area Date: 12/27/2006 Based upon the information provided, the proposed project cited in this application is of a sufficient distance from the public way so as to cause little negative impact to the pedestrian, bicycle, and or motor vehicle traffic safety. Respectfully Submitted Sgt. R. Niles Safety Officer Agawam Police Department r.nn� r � � r 0 F AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 Q� N TELEPHONE (413) 786-0657 FAX (413) 786-1241 David A. Pisano Chief of Department Mpg Stephen M. Martin Deputy Chief FIRES D MEMORANDUM TO: Planning Board FROM: Deputy Fire Chief Stephen M. Martin DATE: December 29,2006 RE: Site Plans - Six Flags New England L No objections to new curb cut on Main Street. 2. No objections to new patron restroom, improvement to access area for employees. etc. 3. No objections to Kiddie Area site plan. Than you, Veph M. Martin 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 Building Department 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 (4131786-9300,ext.3202 3. Name of Engineer/Architect Vanasse Hansen Brustlin, Inc. Address One Federal Street, Building 103-3N, Springfield, MA 01105 Telephone 413 747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative L Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval Employee Entrance Area 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 a previously developed area to include a new patron restroom and improve the access area for park employees. The attached set of site plans provide details of the proposed site improvements,which are generally described as follows: 1) Re-orientation of an existing vendor area building 2) Installation of an existing amusement ride relocated from another themed area in the park. 3) Minimal earthworks operations to expand an existing concrete pavement area to provide for ride placement 4) Excavations for the extension/installation of underground utilities,limited to only underground electrical distribution systems and sewer connection. 5) Restoration of disturbed areas,including concrete pavement,relocation of existing theme-area fence 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 un-themed area of the park.The employee entrance area is already existing,and improvements include reworking of an existing walkway and access gate.The restroom is being provided for use by park patrons,and to add a restroom to the south end of the park.A new Sewer connection is planned to the existing sewage collection system. There are minimal utility revisions are required as part of this project. A portion of the electrical and communications systems will need to be relocated for ride placement.A sewer connection will be needed for a new restroom being proposed as part of this area. There are no alterations or changes proposed to the existing stormwater collection system as a result of this project,with the exception of a drainage connection and oil- water separator for the relocated ride. MEMO TO: Engineering Dept., Police Dept.,Deputy Chief Steve Martin, AFD, ADA Committee FROM: Planning Board SUBJECT: Site plans (3) -Six Flags New England DATE: December 18, 2006 Please review and comment on the attached three site plans for Six Flags New England-Kiddie Area; Emplok9KE—ntrance; and Route 159 Curb Cut,prior to the Board's January 4'h meeting. Thank you. DSD:prk Si* te Plans Issued for: Rtview • Date Issued: December 8 2006 Slx New England Latest Issue: December 8, 2006 Employee n rance Plan 1623 Main Street Agawam, Massachusetts No. Drawing Title Latest Issue Property Inforimation C-1 Legend and General Notes 12/8/2006 Owner GA AW C-1 A Overall Plan 12/8/2006 Premier Parks & Stuart Amusement Company C-2 Demolition Plan 12/8/2006 1623 Main Street C-3 Layout aid Materials Plan 12/8/2006 k P.O. Box 307 Agawam, Massachusetts C-4 Grading and Drainage Plan 12/8/2006 C-5 Utilities Plan 12/8/2006 Applicant: rxa>acr LNG aW Six Flags New England C-6 Site Devils 1 12/8/2006 ''01011 1623 Main Street C-7 Site Decals 2 12/8/2006 P.O. Box 307 Agawam, Massachusetts Ma attg Assessor's Plat: K3-3 onnee cut Referenme Drawings Lot: I Sv-1 ExistingConditions Plata 11/3/2005 Site Location Map fi I= 2 APPROVED By AGAWAM PLANNING 130 Date 07 i I� i r Vanasse Hangen Brustdln,Inc. 'transportation Land Development Environmental Services One Federal Street,Bulding 103-3N Springfield,Massachusetts 01105 413-747-71131 FAX 413-747-0916 M Legend Abbreviations Notes: Vm Exi.0l. ]Prop, Exist. prop. General GonNxa[ Iayovtand Materials Vanasse Hangen Brasstl$n,InC, i CONCRETE APAN ABANDON 1. CONTRACTOR SHALL NOTIFY'DIG-SAFE(1-BBB-344•-7233)AT LEAST 72 HOURS BEFORE L DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILDING.FAACE OF WALL,AND CENTER LINE Tranaportetinn —__— PROPERTY UV HEAVY DUTY PAVEMENT ACR ACCESSIBLE WRB RAMP EXCAVATING OF PAVEMENT MANUNGS,UNLESS OTIN£9VASE NOTED, LawEav Dr Veopmmt e Rai ecaices PoPRAP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION 2. CURB RADA ARE 5 FEET UNLESS OTHERWISE NOTICO. PROJECT LIMiTLINE AOJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. -- RUGHT-#-WA'/PROPERTY LINE CONSTRUCTION ENTRANCE 3. CURBING SHALL BE BITUMINOUS CONCRETE CURB WITHIN THE SITE:UNLESS OTHERWISE INDICATED ON One Vedual Street APPROX APPROXIMATE 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHAtt BE THE PLANS. Building 103.3N - — - - — - EASEMENT CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH SI,FTnfield,Massachusetts 01105 nas Mcx V."wx TOP OF CURB ELEVATION BIT BITUMINOUS STATE AND LOCAL LAWS AND REGULATIONS(WHICHEVER ARE MORE STRINGENT), 4, SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS LAND DETAILS 001 TO THE 413.7477TT3•FAX413-14T-09Tb III SEPICK BURDINO,INCLUDING SIDEWALKS,RAMPS,BUILDING ENTRANCES,STTAIRWAYS,UTUTY PENETRATIONS, tcr00 10+00 ass 1ICx Nabs Max BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE 4, AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPEMCIUS SURFACES CONCRETE DOOR PADS,COMPACTOR PAO.LOADING DOCKS,BOLLAJ,ROS,ETC. �H— —F— BASEURE (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE S INCHES LOAM AND SEED. 170JS x M37.15 x SPOT ELEVATION BMMLL BROKEN VA ITN LANE LINE 5, PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MNOHNUMEAITATION DISTURBED DURING -— CONSIRVCTIONIAMF gI TV 4s,N IOU S. WITHIN THE LIMITS OF THE FUNDING FOOTPRINT,THE SITE CONTRACTOR 94ALL PERFORM CONSTRUCt10N SHALL BE SET ON RESIFT III A PROFESSIONAL OCI$NgD SURVEYOR. ZONING LINE 3as 1Ar JaS awx TOP d BOTTOM OF WALL ELEVATION COMIC CONCRETE EARTHWORK OPEIRAlI0N5 REOLRREO NIP TO SUBGRADE ELEVARONS. 0 _Q� BORING LOCATION O. PRIOR TO START OF CONSTRUCTION,CONTRACTOR 91AIl VERIFY EEXISRNG PAVEMENT ELEVATIONS --- TON LINE DYCL DOUBLE YELLOW CENTER LINE 6. AREAS OUTSIDE 1HF LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS AT INTERFACE WITH PROPOSED PAVEMENTS,AND EXISTING GROUNID ELEVATIONS ADJACENT TO --- 2 0 TEST PIT LOCATION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CGNDI110H AT THE CONTRACTOR'S DRAINAGE OUTLETS 10 ASSURE PROPER TRANSITIONS BETWEEN EN(ISDNG AND PROPOSED FACILITIES '-`— LIMIT OF GSTRBAHCE ®u't 0 Mw MONITORING WELL EL ELEVATION EXPENSE. 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPPRESENTATIONS AND ARE NOT ELEV ELEVATION 7, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL.GROUNDWATER,AND OTHER MEGA ARE NECESSARILY SCALED TO]HEIR ACTUAL DIMENSIONS OR LOCATIONNS ON THE DRAWNGS THE "—' W4RAND UNEWATH FLAG ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VrSUAL,OLFACTORY, CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS,MAANUFACTURERS LITERATURE,SHOP :IU2a0x SPOT GRADE ON DECK EXIST EXISTING OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FDER LAYOUT OF THE PROJECT _ .__ f:000PLNH MATERIAL.TO AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE DINNER FEATURES. UNDERORAIN FEN FOUNDATION IMMEDIATELY SO THAT INE APPROPRIATE TESTINO AND SUBSEQUENT ACTION CAN BE TAKEN° -.. BOINIERNNG IRO SUTIJECT TO Fl00pNC 12t _ 12, 8. CONTRACTOR SHALL NOT RELY SOLELY OH ELECTRONIC VUMONS OF PLANS,SPECIFICATIONS,AND DRAIN FIFE FWST FLOOR ELEVATION S. CONTRACTOR SHALL PAEMENt DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SNE AND SHALL BE DATA FNM THAT ARE OBTAINED FROM THE DESIGNERS,BUT SNAILL VERIFY LOCATION OF PROJECT ISTNO+ RESPOWALE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE MIX THE PAPER COPIES OF THE PLMNS AND SPECIFICATIONS THAT ARE WERAND BUFER ZONE ----G°AD---- ROOF DRAIN GRAN GRANITE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. ---nox NO OSTURB DNE _,YS— fY�S— SEVER 9. DAMAGE RESULTING FROM CONSTRUCTION LGADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO F, GTD GRACE TO DRAIN ADDITIONAL COST TO OWNER. :maA 201 RIVERFRHT AREA — FORCE MAIN DBDO]itiOn LA LANDSCAPE AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION 70 PREVENT ADVERSE —08w— —0Hw— OVERHEAD WIRE IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF 1. THE CONTRACTOR TO REMOVE AND OISPME OF EXISTING MANMADJE SURFACE FE41URES XWTIIN THE ---•- ---- Gr{0.VET ROAD LOD LWIT OF DISTURBANCE ANY,AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS,STRUCTURES.PAVEMENTS,$LABS,CURSING,FENCES,UTILITY —E"'+� —Srw— WATETH POLES.SINS,ETC.UNLESS INDICATED OTHERVSE ON IRE DRAWRINGS.REMOVE AND DISPOSE OF - -—- EOGF OF PA.VMENT ---4-V-- —4'FP— FIRE PROIECTION MAX MAXIMUM 11. THIS NROII DISIUM MORE THAN ONE ACRE OF LAND AND FALLS BITFUN THE HIDES EXISTING t UM-S,FOUNDATIONS,AND UNSUITABLE MAX TAIL WRFHIN TEE PROPOSED 9LIA.OA COFSIRiM.MIi GENERAL PERURT(CM-)PROGRAM AND EPA JURISDICTION. PRIOR TO D+E STARE OF FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSE©EKEFERIOR COLUMNS,PER DRAWNGS �.� BITUMINOUS BRM —IbW— QOMESITC WATER MIN MINIMUM CONSTRUCTION CONTRACTOR IS TO I A CGP NOTICE OF INTENT MAIM THE EPA AND PREPARE A AND SPECIFICATIONS. 9TCRMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE MATH THE NPDES REGULATIONS. BITUMINOUS ORB ----a'c---- ^--G— GAS NIC NOT IN CONTRACT CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 2. EXISTING UTILITIES SHALL BE TERMIKATED,UNLESS OTHERWISE NOITED,IN CONFORMANCE WITH LOCAL, STATE,AND INDIVIDUAL UTILITY COMPANIES STANDARDS ESPECFICATIONS,AND OETANLS.THE CONCRETE CUB —[-- -.-E— ELECTRIC TUTS NOT TO SCALE 12. PRIOR TO THE INSTALLATION OF ANY SEVER OR WATER LINES.THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL CgORGNATE UTILITY SERVICE DTSCONHECTS'WITH THE VIIUYY cc THE TOWN OF AGAWAM ENaNEERING DEPARTMENT. NO PIPING SHALE.BE DAMLLM WITHOUT THE REPRESENTATIVES, CURB AND DOTER _--s,N+ —SDI— STEAM PERF PERFORATED PERMISSION OF THE DEPARTMENT. CMTRUDED CO[FE'IE CURB —r— —T— TQFYHONL 3, CONTRACTOR SHALL DISPOSE OF OEMOUTION DEBRIS IN AD£ORDAANCE WTH APPLICABLE FEDERAL, to VL.r FIRE ALARM PROP PROPOSED 1JIiGUe3 STATE,AND LOCAL REGULATIONS,DRDINANCM AND STATUTES. MONOLITHIC ONCRETE CURB —FA— -�FA- - PRECAST CON.CURB —CArv--- _CAN— OAS Ty REM REMOVE 1, THE LOCATIONS,SIZES.AND TYPES OF EXISTING OrUnCS ARE SHOWN AS AN APPROXIMATE Erosion Coot _ s'-Y REY RETAIN REPRESENTATION ONLY.THE OWNER OR ITS REPRESENTATIVES)HAVE NOT W19PENCENTLY VERIFIED .•�.. � - SLOPED GRAN EDGING -- THIS INFORMATION AS SHOWN ON THE PLANS.THE UTILITY INFORMATION SHOWN DOES NOT 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE COMPACTOR SHALL NOTIFY APPROPRIATE ..e YOC VENT.GRAN.ORB ® CATCH BASIN R&D REMOVE AND DISPOSE GUARANTEE THE ACTUAL EXISTENCE,s8wcEABILITY,OR OTHER DATA CONCERNING THE UTILITIES, AGENCES AND SHALL INSTALL EROSION CONTROL MEASURES AS S$HOAN ON THE PLANS AND AS NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENT'S PERTAINING TO THIS PROJECT. mm UMI7 OF CUPo TIDE ® DOUBLE CATCH BASIN RAP REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS.PRIOR TO OROERINC MATERIALS AND BEGINNING CUTTER INLET CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES 2, CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEGMENT ----- $AWCVT SWEL SOLID WHITE EDGE LINE AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UHUTES AND,SHALL CONFIRM THEREFROM ON A WEEKLY BASIS AND W f HN TWELVE(SOURS AFTEEH EACH STORµ EVENT AND DRAHN MANHOLE THAT THERE ARE NO INTERFERENCES WTH EXISTING MITES AND THE PROPOSED VTIUTY ROUTE$ DISPOSE OF SEGMENTS IN AN UPLAND AREA MOM THAT THEY DIX)NOT ENCUMBER OTHER i RVLL SOLD V"7E LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PROTECTED AREAS. TRENCH ORAIL BInIDING TS TpP OF SLOPE 2. WHERE AN EXISTING IFTUTY IS FOUND TO CONFLICT W1TR 11NE PROPOSED WORK,OR EXSSTNG 3 OQNTIEAClXCR SHALL BE FULLY RESPONSIBLE TO CONTROL COMS'FIAVCTION SUCH]HAT r r PLUG OR CAP CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS SEOLMENTAIKXN SHALL NOT AFFECT REGULATORY PROTECTED ARFIAS,WHETHER SUCH SEDIMENTATION ]'EN BUILDING ENTANCE TYP TYPICAL INTENDED,THE LOCATION,ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IS CAUSED BY WATER.WIN,OR DIRECT DEPOSIT. a. • CLEANOUT NIHOUT DELAY BY THE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE r1A LOADING OOCI OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH'THAT EARTH MATERIALS ARE 0OLLARO FLARED END SMON NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBUGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED,OR OTHERWISE - �/ �J WMPSTFR Ph HEADWALL .- ' ADDITIONAL PAYMENTS MIN OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. STABILIZED TO PREVENT EROSION. ® is - CB CATCH BASIN S SET CAYiJN BASIN RIMS,AND INVERTS OF SEWERS.DRAINS,AND GTCHES IN ACCORDANCE WITH 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PFERMANENT WOUND COVER. -r -. SIGN +3'1 ! SEWER MAFANOLE ELEVATIONS ON THE GRAND AND URLITY PLANS, CONTRACTOR SHALE REMOVE AND DISPOSE OF FROMOH DONTROI,•MEASURES AND CLEM SEDIMENT — :a x DOUBLE SIGH cs cs CMP CONWGATEO METAU.PIPE AND DE7E8"FROM FHRRE DRAINAGE AND SEWER SMSTE]M5. ® CURB STOP k BOX 4, RIM ELEVATIONS FOR DOXI AND O MIFR MANHOLES. AND WATER VALVE COVERS,GAS GUTS,ELECTRIC CO �LEANOUT AND TELEPHONE PULL BOXES,ANO MANHOLES,AND 0111ER SUCH ITEMS,ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: F,XI$ej N'QgdlilDns lOfOxatatiON STEEL GUARWHL WATER VALVE&BOX OLB DOUBLE CATCH BASIN rnv -« TAPPING SLEEVE,VALVE&BOX A, PAVEMENTS AND CONCRETE SURFACES: FLUSH I, BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BYY AN ACTUAL FIELD SURVEY - WOOD Q1A1ND1VL -" OMH DRAIN MANHOLE PERFORMED BY HERITAGE SURVEYS M 2000. PSI y' SIAMESE CONNECTION B. ALL SURFACES ALONG ACCESSIBLE ROUTES n10 dryro �xro CiP CAST IRON PIPE 2 TOPOGRAPHY: ELEVATIONS ARE BASED ON I DATUM. -•- _ -_--= ph}H FIRE HYDRANT C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE COND CONDUIT SURROUNDING AREA AND TAPER EARTH TD THE RIM ELEVATION. -1 •!-VYy'Yti. TREE Q14E E' a WATER METER ° DIP DUCTILE IRON PIPE 5, THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCRCH OF PROPOSED PRIVATE K- - vskE FENCE POST HNOICATOR VALVE orate nr a.a,.d er U1ITUTY SERVICES STALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND aKI'•4 AEIM E7,yN �,�- WATER WELL FES FLARED END SECTION APPROVED BY,THE RESPECTIVE UTILITY COMPANY(OAS,TELEPHONE,ELECTRIC.FIRE ALARM,ETC.). eAD eA j by •w•o..P ey _ FINAL DESIGN LOAD$AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. STOCKADE FBCE gp GAS GAIE Ede FORCE MAIN Uo.None D0I° E).b.8,2006 0 6, THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES em pH I,W FRAME AND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE, Noild Woe r. c+:�0000 S70NE WALL q GAS METER FIRE ALARM,AND ANY OTHER PRIVATE UTILITIES,VMNEIHER WORK IS PERFORMED BY CONTRACTOR -T--•--.- RETAINING VIAL � u !p4' ELECTRIC MANHOLE F&C FRAME AND COVER OR BY THE UTILITIES COMPANY. Six Flags New England —..— —...— STREAM/?W/WATER COURSE + o'U ELECTRIC METTA CI CUTTER INLET 7. UTILITY PIPE MATERUIS SHALL BE AS FOLLOWS,UNLESS OTHERWSE NOTED M THE PLAN. Employee Enhance Plan —'— —••— DETENTION BSN GT CREASE TRAP - STORM DRAINAGF PIPES SHALL BE HIGH DENSITY POLYETHELYNE(HOPE) DT.S Oa Croce HAY BALES 'M LIGHT POLE 1623 Mm Street HOPE HIGH DENSITY POLYETHYLENE PIPE & 511E CONTRACTOR SHALL COORDINATE VAIN ELECTRICAL CONTRACTOR AND SHALL FURNISH -x---•-v<_ x—x- GILT IT.RCE ®r rWH TELEPHONE MANHOLE EXCAVATION,INSTALLATION,AND BAcKnLL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS A VVB.Ep,iVlassachlTsotts lilt HANDHOLE SUCH AS PULL BOXM OQNOUIIS,DUCT BANKS,LIGHT POLE BASES,AND MI PADS. SITE ©r ID TRANSFORMER PAD CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY ----4•---- —4— MINOR CONTOR HW HEADWALL COMPANY AND AS INDICATED ON THE DRAWINGS. -'-20-- •-20-•---• MAJOR CONTOR -0' -f UTILITY POLE MID HYDRANT 9. SITE CONTRACTOR SHALL EXCAVATE AND BACKFLLL TRENCHES FOR GAS IN ACCORDANCE WITH GAS • OJY POLE CUIPANYS IEQUiREMIENTS. Review 10 ,o PARKING GOUT � INv - 1n[VEiNT ELFVAl10N j 10. ALL DRAINAGE AND SAMITARY STRUCTURE INTERICR DIAMETERS(C MAP.)SHALL BE DETERMINED BY C10 COMPACT PARGG STALLS HII HH GUY MARE b ANCHOR ja INVERT ELEVATION THE 14ANUMD M BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR Not Approved for Construction HAND HOLE MANHCLE5 THAT ARE 20 FEET IN DEPTH AND C•REMER,THE MINIMUM DIAMETER SHALL BE 5 FEET. ob�4 rVa DOUBLE YEARN LINE PH PO LP LIGHT POLE B PULL BOX $TOP LINE MES METAL END SECTION III�IIII�II Illfll�l�l l� CROSSWALK .,....� MatclFling_ MATCHUNE PWW PAVED WATER WAY Legend,Abbreviations �} ACCESSULE ORB RAMP PVC POLYANYL041.01RIDE PIPE and General Notes ACCFSS!R.E AILCNG RCP REONFORCED CONCRETE PIPE LS & VAN-ACCES$RF PARKING R- RIM ELEVATION SMH SEWER MANHOLE aes Nww.r TSV TAPPING SLEEVE,VALVE AND BOX ��--..yNN LAG UNDERGROUND �_ UP UTILITY POLE .losl SM.I N 1 V PIPTrCS Hamner } -... ...., -...... ,• - .�.,... LGOM .r. ,wua.w Ewa vv�«.w*�.�uu u a cu•wreaw.uw EMPLOYEE VM ENTRANCE �rt�tten°n angers Brustdin,Inc. Envirentnentel Services 0 One Federal Streat Building 103-3N `l —� Springfield Mumcheaetta 01105 (�/1 ° ` a •a a• -- �_7 _. _ _ _ 413-747-7113.11AX 413-747-M6 4/`l4/`J �f� •� —^�`�. � I, I fart• • .I-, ��t�,� — _f �� IN S 1 ls� / � 0 v a°o / � �� ff 1•� ��' °fig � O O� * � I I lie-�• / �+ �- C� s+ ��_ __ o° � ,� � �l � �1`� $ .� # � 1 Apra '•• _ • 100 0 100 200 SCALE IN FEEF ri TS o • °\is'1' «77gg„�fff B! INybr Elm oro..eY Elm b> VF 1 • V /(� ` F � —. CM MaksE by AyGrV++tl by _ f Sods 1s�1IXp X1. A.mt]Cf8,20D6 rra}at Lu. � �• -` ,a. / Six Flags New England w n ` 1 • _@ / I r � � - _ Employee Entrance Plan 1~! r f ! k y en.l • 4} • 1623 Maio Street I � Agawam,Massachusetts I 11 1 _ __ I1j 1 f Review . Not Approved for Constractim [ ' " t Overall Plan II o..a•a w,mb.. K. C-1A W Qr � -IA '8 A SSrOM. 1t` Pro*t W.6S P: lUOog_00 ea camel Enlaeea\DLLtrQ VH8 Q D a Vanasse Hangen Brustlh;Inc. TranspoxUdon � Lmd Development C fiE 11 savirearmw servlees One Faderal Sueet Building 103-3N Springfield,A'IasoeoAusetts 01105 413-747.71 I3°FAX 413-741.0916 CMSTINC ` �s A ENT }S _ EMPLOYEE ET7TRAN �( SHED1` 4 •— REM EASTINC IF ` AND FEATURES PA Rt EXISTING V ] V { 3 rk C8 54 Q a c�a�o SCALE IN FEET 2- 2 c ao 6 apVC RELOCATE FVC t ewLmc C d 4 COLOSSUS FERRIS WHEEL \ a LY- f s WGRK PIdENWSlY REIMUEO / It..sw P°I. LIMIT /LINE o.,pp.a br£!M o- br E1M a,eb.a°Y JJF �» w C6V cbeGw by MP+—eY I"y20' °eSe D.ber B,200R �M1b 6 o Six Flags New England Employee Entrance Plan 1623 Main Street s Agawam,Massachusetts COW Review q w Not Approved for Consauction Lr_ � d Demolition Plan { V � ry yiwnv Nymber / S a WORK O " �m ° JOC-2 01 �f 0 c O o sb.N br O 2 R v 00 l2'e lwPe o a DM.dwg P;\IDDO9.00\°ad\Id\Flonsat\Employee Entcr,a M.a fr , Site Data chart WORK LIM3T AREA: 39,147 SF 0 Yanasse Hanger Brustl�n,rnc. "^—�1T,�� ` �� ✓7 EXISTING PERVIOUS AREA: 11,850 - QQQ �� ✓ C EXISTING IMPERVIOUS AREA: 27,287 TmTa7tafion �� ✓ "_.____---_._�PROPOSED PERVIOUS AREA 16,370 Lead Development (�`� PROPOSED IMPERVIOUS AREA: 22,837 Bnviranmental Services l._J %CHANGE 1N IMPERVDUS: -71.4%. OaeFedwal fted I#W1&M9 103-3N SptiagatA mn arh nft01105 413-347-7113•PAIC 413-747-0416 ` -- TIE INTO EXISTING Sign SilmAliary FENCELINE EXOT ONLY ��. RID£ f+ITRANCE SC-2 : (ORIENT ARROW NOTE: AS REQUIRED) -� RIDE MANUFACTURER AND SIX FLAGS NEW ENGLAND PERSONNEL TO FIELD CHECK FENCE AND WALKWAY mow` SC-3: F' '-+ g AIM PLACEMENT WITH ALL EXISTING AND 4, ACMSSNOLE ROUTE PROPOSED RIDE CLEARANCE AREAS TO ' ENSURE RIDE SAFETY ZONES ARE r MAINTAINED. E SC-4 (ORIENT ARROW FASRRANE O13LY AS REQUIRED) 7 ' ® SC-5 EXXIT ADA DIIUMINOU9 AOCESSsIULE ROUIE CONCRETE� 0 y FU7uRE` .2 ai // Y.:7.. 44AN 1�EE ` 1 ` END FEN CNAN J gN }{ AREA SAVMT SF ` Q r � CENTER OF CIRCLE=37 � r� � E FFE-76.0 " 79J21-3s47 f'HZ' — — — -- E- 6 4.6727 >� 20 0 20 40 Q ° RELO SCALE IN FEET EXIS aopa CONCRRkl•\ I C < a -- AN �URI�D lbo 0 / c° . WORK ' \ b'EIM °r°°°�''rim '�ieckee b'JJF LIMIT ' tAN ARI•A LINESCAPED / M gwcbM by AWp br 34, sea. o.0 Decemb.,9,2006 Pr°3eel nw �'-- FOLMAa 5 pER Six Flags New England / EDGE OF PAVUENT FSTEIGER LAN,DATE AAN 1, / 6 ° 199e N mtous Employee Entrance Plan CONCRETE 1623 Ham Scoot RELOCATED WAVE � ° Agawam,Massachusetts SWNGER RIDE IseuM wr Review \ r$ 11 0 l ° Not Approved for CDnslruction Ln # a•< t` ° Layout and RELOCATE LL ° Materials Plata, WAVE FENC Y SWINGER OTHERS / • •�� ° 0 j 5 ao.va ad�w« (—LANDSCAPEDAREA 71 a/ Cw3� D ° t LINE 1 ° d \\ g1 •.�fa 4� 3 'L8 Lm.dwg w�cuuvu�ru<xxawa+rur.a o,.wxxuv. ---DArd h nfX _ x \ Q x \ IriX 110 16X ■max D VHB ^ -----�` h X ^ ` In �� r j Vanasse Hungen Brustlin,Inc. Q` 1 I x X \�� \0 // {`� CD "lYx�aspoltalloa f" ur \ �`\ X // `--' LJ Lend➢evelopmeat h r $avlronmenw Services t\ x ^X Q (E Q (� ! One Federal Strom x 0p U7 �.-J 11 Building L0MN In U? X h h Springfield,MmuchurAW 01105 h h tiQ ��( X �} x x 413-741-7113•PAX 413-747-0916 � 0 h mX X w r� h 1 nL ` _ uhi trX h J� a h (11 x n y_ LP7 x X G— h � _ x XLn i �X T o� p `Q x I\ Ri X / V5 ri , MNE G X m o h k 1- s h x nx ® s 3 ` 1-1K n X t x h C D LnX f\ y,dA,`,'' PNR ` U t`7 illX () ' CNANGI r \\\ O I X ^-�r..rr T! AREgF .a X L x `� / h 4 :4A x PFE-7e. r 20 0 20 40 CIDx rho:rrvNs� 7sx'[''^, / b>ss �r >t iA7 Gj SCALE IN FEET OJ h q CJ• aIM.74.5 RELOCA Q dfl / h ^ ! x s� f7 Q Q / z x ,. Iz cPP CB 54I C8 2 • r }}j[ 7WOq Q O ^ NOI,E N` Q O `t PVC ,}5 ENV. h 5{ErC ,� / B SIN ENVS 85 � ( x 0 3 a Ca x FW.W b. r / — } � o..rya•a sr G,o.,r nr m.cxw by CA9 anw�.aMaa.wa JJF' wDRK sr • j x �m I ai/ssA7FR I / scar.1,y�� om. ! � �/ sfautAroR � � e am December 8,z006 n o z Six Flags New England % —— \ X Employee Enhance Plan � ,7.0 SUMP GRAIN � 91- 2s 1623 Main Street Agawam,Massachusetts Review no $ ' Not Approved for E.'onstmcdon LO — # ° Grading,Drainage and Erasion Control Plan RE=ATED ° 4 I WAVE 6 SNINGER s. C-4 :c N y R i F $ o 0 7.pe .IOrw aka x LIMIT p �pai;p� nx ,� � LFKIRK ��, SFw,I a � z n � � � �� 4 8 O4 wwr.w�u�,.�.rr�rrwse.wewu,cc e.r.wxau..a. vim Q LJ Vase Hangen Brustli?4 Inc y_ FE ,�, Transporladon Sf'�S N Land Develop nunt MuUq 103-3N 3x 4 3r 7447 7113r PA 13--747016 R L7PI UI E CORE NEW A a FUT IR I I [a "PLO C" N61 AREASF NV-7 5 r q t WE-76.0 ut enu 'et+p ayrF 8 iPOWER 6 RELOCAlEO Q / 20 0 20 40 s RELOCA / �* Q RIIA=74,9 EAS SCALE IN FEET 55 GB .54 $ x 0"HOLE IN 6A51N 1NVas nTCH 3 / \ Q INV-70.09 MRR ' I Na mNwm oo�. cw h IJ LIMIT"�1 ' OIL MPARAATWATER aM F7,0.c ar l:lM D a n,EIV a«x.e br JJF INV-70.34 cao u. .e nr •pw«•a>r '12 p' ID11, Amember 6,2006 Sic Flags New England w'"DRAMEmployee Entrance Plan e U 1623 Main Straet S Agawam,Massachusetts S g k -' ;fir' J 1 .. Review Not Approved for COnSIRwfiun IL RELOCAIEO 1"LWAVE o �g > {y� SWINGER b Utilities Plan pi a' J O b O•m.iq Numb« ii 4 If I N Tf: E CON IT RUNS o b C—5 P N Y S}X AGS Cy �' •F v, � NE E A D f4HC ICAL DE P sqv e ` 9b 5 6 P:V000s.sm\�oaVe\PI°xsel\>•malDvee Er,lox°e\R.a,rg vim Vanasse Hangen Brusliny Inc. TYaleporta6ao PRECAST BAFFLE Notes: Rana De"kpittua MATH TA,OPENING 131Lvitulluxntal5avicxs "'_...4...; . . I. OIL/WATER SEPARATOR SHALL BE A STANDARD PRECAST SEPTIC FLOW TANK xITT PRECAST BAFFLES AS SHOWN. OaiOFtdetelStrcet 5 OYY 2. STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING. PAVED AREA LANDSCAPED AREA BuUbg 103-3N SEE APPLICABLE 3• 5£E PLANS FOR ACTUAL.DISPOSITION OF PIPING LAYOUT FOR PAVEMENT SECTIONS COMMON FILL/ 1?raiga"M®4acLaxefto11OS 3-THICK BAFFLE o b p COORDINATION OF MANHOLE ACCESS AND BAFFLE. COMPACTED GRANULAR FILL ORDINARY BORROW 413-747-7113•FAX419-747-MI6 I I I 4. PROVIDE-V-KNOCKOUTS FOR PIPES WITH 2'MAX.CLEARANCE TO SAWCUT OUTSIDE OF PIPE.MORTAR ALL PIPE CONNECTIONS —I B. JOINT SEALANT BETWEEN ALL SECTIONS SHA1L BE PREFORMED BUTYL 1 RUBBER DEPTH AND SURFACE TREATMENT VARIES '•'--' a. STANDARD ORAIN MANHOLE FRAME AND COVER SHALL BE SET IN Y •�' . �40 PUM.MORTAR BED,ADJUST TO GRADE WITH CLAY BRICK AND MORTAR(2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM). L V�ffi 7. STANDARD BARREL.BLOCK AND MORTAR SHALL BE USED TO BRING '°• °„ 1 a 7--•-WARNSHG TAPE DRAIN MANHOLE BNISH MANHOLE FRAME AND COVER TO FINISHED GRADE WHEN DEPTH TO » per... jp,.` y YDP OF STRUCTURE EXCEED$18 INCHES 5zI.,•+ A;.1„ Ae¢asa;P FRAME&COVER(YP) SEE NOTE G. GRADE a o n o e.•p•u'',;s?.mod°-;e PVC TEE PATH SOLVENT WELDED CONNECTIONS & WHO CONNECTING TO DISCHARGE PIPE THE PVC OUTLET TEE ANDj SEE NOTE T USE THREADED END CAP PIPE SHALL.BE SIZED TO FIT$NUGGLY INSIDE THE DISCHARGE P&E FQR SIZING SEE NOTE P. AND THE JOINT SHALL BE SEALFO W7V NON-SHRINK CEMENT GROUT, UQUIO DISCHARGING PIPE B. GEOMETRY OF PIPING AM LOCAT1013 OF BAFFLES AND MANHOLE }LAND TAMPED HAUNCNING LEVEL O1J51.EC ACCM TD BE CONSISTENT WITH UTILITY PLAN. n°nv'E gA" COMPACTED BEDDING INLET a � 12 3. — 5flM s COMPACTED r AIR SVAOE WSW NOTE 4.) m MN. SUBCRA 3"THICKIB •� 11 FROM STRUCTURE CTURE RU BAFFLEELOCATEDGATED WALL W GALVA M OPPOSITE MkET PIPE— STRAP&G h FASTENERS b SEE NOTE 5. Notes- 12- c 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH TYP _ •I I COMPACTED GRAVEL DETENTION DRSIN BERMS OR OTHER SUCH SPECIAL SECTIONS,PLACE TRENCH BACKFILL WITH MATERIALS 12 O a .fie yam' .x r•r TEA CP 'mT]a> aQ ,9 COMPACTED SUBGRADE SIMILAR TO THE SPECIAL SECTION REQUIREMENTS, 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. $legoYF 3. FOR HOPE PIPE,DIMENSION IS 24 INCHES. OWWater Separator slog Utility Trench Source: MID LO-144 N.T.T. Source: WS LO-M SURFACE TREATMENT VARIES R=3`i—� B11• �R=3i SLOPE B' CEMENTITIOUS VARIES— ADHESIVE xa xewbe Dols w. TDP COURSE DMIm4 by o—,by CTacb.E➢y JJF o o 3"' DEPTH VARIES 1Xz• BITUMINOUS TOP COURSE CAD.boe..tl by .wove°q oS$ MN. ...... .. ... ........:... 1J§ BITUMINOUS BINDER COURSE ...,. .._e. .,.......,....e,..,a.o,...., 0 0 ° o o� •n: oa. 'D. °N.T.S, amr llecam6er 8<2906 e • • o Prom!TILN $° 12,COMPACTED GRAVEL Six o D� & a$•°,q °�••°po'••oo$o D,q o�o o o� 0, Flags New England °moo o°� °o 8�pq oe$ $°°. A �.4 00.4 •�cp Deb 4doo eeD� o°.o °08 Employee Entrance Plan ° °° oogeQa coo.f 1G23 main Saeet o -'&4.No0 oo.b°o o. DD —COMPACTED suBGRADE Agawam,Massachusem aY•..ar 1e Pa'ridmdt EDGE OF HVEMENT COMPACTED review SEE NOTE L GRAVEL COMPACTED SUBMAOE No!Approved far CDastracEioa w.rlre Mva N°Ttl• PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL Be. 1.ECC RF£RS TO EXTRUDED C(INCRETE CURB MMICH BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Details I$CAS'-IN-PLACE IN THE FIELD, 2.WHEN`CC IS USED,CONTRACTOR IS TO DETERMINE THE ETENDED LAYOUT DIMENSIONS OF THE BASE Nate: CWRS:IN ORDER TO ACCCMODATE PLACEMENT OF THE EIC. ' Or°rbp xvm.v Extruded Concrete Curb{ECC} Bio3 Bituminous Concrete Pavement Sections 0/04 N.T.S. Swrw VHB LD_408 N.T.S. ao°r°e: We Rry LD_430 jOH . >fi M ib 8eer °r 6 8 Yro]ecl.a,mw arey P:�70008.00\cotl\ra�Plonset�EmPlo a EnlancebT.tlwq VHR Yanasse Hangen Brustlira,Inc. Tmnspo iaG Laud Development PrkywoTlrraeOFal Smic" One FodeTal Street Ouilding 103-3N SpTingt3 K MBBSaGLasi 01105 EXTRUDED =3413 747-7113•FAX 413-747-0916 CONCRETE CURB FINISH GRADE F� NIF CRETE _ WALKWAY K a % 4t 4'CEMENT CONCREE W.w.MELT! [BK5WI.4Xi Notes S'COMPACTD GRAVEL FLAT SHEETS. (11�'MAX STWE SIZE) CENTER DEPTH 1. FENCE DESIGN BY Six FLAGS NEW ENGLAND VENDOR. COMPACTED SUBGRADE 2. MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE IMTH "CHAIN LINK MANUFACTURER'S INSTITUTE' PRODUCT MANUAL. 1Noi 1.CEMENT CONCRETE SMALL BE 4000 PSI-TYPE FI Concrete Walkwa;at Queue Line Perimeter Fence B/03 N.T.S. N.T.S. Sawce; VHB REV LD-401 r5/9'ROUND LATCH ROD B P)(3" Ui POLE&ANCHDPoNG TA1cEV GATE OHER PROVIDE BASE COVER SY$TEM BY MFO, AS FURNISHED BY w POSE 43 POLE Ii 1'(CHAMFER IN FPARKING LOT TO pni9nn°°y Ot°wn ay cnad a nr Jill]]] TiBE RED CONCRETE _ UGFHT POLE BASES D BARDS BE PAINTED YELLOW e,,D yr AaM¢wd er .AIF VERTICAL MCMSERS TO BE a`4 II'3 HORIZONTAL TIES 012"C.C. r w•N T.S. Dxember s,2006 Sri by 111E Oti•11ER N 1IV Pr¢M•I nth 4- 5 VERTICAL-E0. SPACED (2)- 4'COMMIANaCATIONS ; GROUND LINE 4 5" CONDUITS8 ';t. FPsaSH GRADE(MATERIALS VARY) Six Flags New England 1.Be'CCi D.D.SO(YET Employee Entrance Plan FOR LATCH ROD y c�v _ 2" TYP.COVER DEMENT ONC. L---I b 1625 Main St eet DALE(250 PSI) E 6•I AV 70MA NC GATE BACKSTOP SEY IN I 1T� FOR EAgI CANE MEN OPEN COI iC AND GROUND ROD Agawam,Massachusetts COMNECT TO INDE METAL POLE DLO PVC CCNDi 6- - S'EFE 0.C ICALSPLAN FOR SIZE Irwna ra< 1NOtld7 (2)-4'1CONDUITS 1�13 RFBAR I. jl(BVS_AR GAE POSTS- i.TE�f AI IIMINIIM /5 RE83AR Feview -SINGLE GATEOPENING 7'-13', 4"NOM.O.D. C NOM.0.0. .• • TIE ABOVE LIMITS OF 111E GPENIN08 ARE INCLVyvE ' ..• NOt Approved fut COOstTGGhOn 2, ('� FRAME k DRACE6- ,STEEL BLU661hllldt COMPACTED OR &OUMOUN NGT DNm q nu• 1A0 N.0.0. CONDUIT CCNFiGURATION AS SHOYM ON PLANS UNDISTURBED 'SINGLE GATE FRAME OVER B'W, 1.66 N.O.D. 1.R0 IN"i SUBGRADE 2'-0' µIN. PROCED6URE AS 7. ,Rocs SPECS 2-COVER enl•.S STEEL --___ COMM PER MF[G. °• - FEED ON REBAR {M1 DIAMETER S S+If S/Er LY Details 4. GAME➢FSICNBY FLAGS NEW 4FCU OR ND VEND 5. GAVE POST MSE-PARTLANO CEMENT COWCRE➢E(2500 PSI)- - BRANCH 6. 1 GESCRIPION,MATERIALS AND CONSTRUCTION METHODS SEE sPECI'ICATIONS. (1)-4' LOMM ]Notes: •END POST,TO BE USED ON LATCH SIDE OF SINGLE GATE OPENINGS 1)., 4' LY BRANCH L1CHT POLE FOUNDA71ON DESIGN IS Si TO ( CHANGE BASED ON FINAL POLE AND FU(1TURE SELECTION AND GEOTECHNICAL SITE INVEES,TICATIDN. Orn.irq A1mbv Fence Gate High Voltage CoTluhtits Low Voltage I Communications Conduit Light Pole Foundation Detail(U�to 15']Pole) D/03 _'l Ts. . N.T.S. ._- -' N.T.S. s°aees�NIs 'LD_s1Do 'C" N.T.S. So•roa: VHS N vl I e an.n °r Fss aEr pV 7 8 � N¢kns Rrmp¢. DTd" �17 X 74.7co� % \M O Y ° t] / / X73 1 Ir 74 x few rx, qmc m € X72,8 X73,0 X74.7 X 74.9 l 73 75.7X a 7S.$x { ;� I X73.4 3,6 �s„+a,r.", X74 4' 74 x * 74,0 X I a i zo ST"re 73.6 X � k X74.4 -44 k77.5 `.A68' Y 3y �-17 Y n.7 yr E 73so t 17.8 yi x74 8 3zo ,»s xns 7S,6X �-rai dr xmo '. I X74.8 rc,r0.9D• I] ! *ng x r&0 Q ,na .7af kTaz .n.s 75.7 I <77.s i xra.o X 7S 9 / .na xns .na / X' 1 SArmur k nr 4 ,ne 7,92 5 X7g X2 X 7,5 75 6 7S,0 X E r k$S _.. 75,4 ' X75,7 �' 74,9 X75. ° 00 y FFE�7$. X 71' 00 0 X 1 5, 80 1.$ O 0 X69.5 x73.4 ° � 4 72.6X 0 X73,6 g ° N r 72.7 X 3,1 X74.$ w.. Sm TENNESS PIPELINE Co�j AS X72.9 To OF AGAw M `--� PIPELINE ANY B�Qk� ER E SEMEN T X71. BOOK 1 p690 �J�BEN r PLAN �36 AGE 70.7 eo 106 PAs 549 800 �31 GE 111 GE 5 a Atw En n � rt• a �' R 8 � � � F� g q °.1a�'� c Y y � D F F T Y N E z sD 7 a cn 0 c 0 o _..___ M 0 rt• 0 11V tD N O I= Drawing Name: South Restroom Elevation 2a Project Notes: *err Project: 2007 South Restroom Park: New England Designed By: Jerry Johnson Date: 9-13-06 0 X 74.8 � 'i 75,7 l x 7 J ' X NOR a 75.0 MAINGATE X75. t X ' 75.8 ,o -J o 75.4 Q —f 0 N 75.6 U a, — 75.5 a; a; x o a � SERVICE ROAD cp J_ TO SUPERMAN �� o <7 5 [ in E I c I` n ° o -- o X71, — -0 o f F"E=78.5 71.8 � o � s H s x74. `." o X73,4 \\ z Nan Z U C L x TO EMPLOYEE x fz v OT 2.6 X a a o � o f df HASSSi.1'k _ ( 1_ Six Flagg SFNE South Restroom Site Plan z rn u�o 0L c 0 rn 0 -a Y Y lCor Drawing Name: South Restroom Elevation 2a Project Notes: Project: 2007 South Restroom Park: New England Designed By: ,ferry Johnson Date: 9- 13-06 90-Z l-6 :aIPa uosugor tijaF :Aq pau5isaQ pue*3 M@N JS :Wd woojjsad gjnoS LOOZ :1�a[oad :saloN IDa[oad q L al!S wooilsaa glnoS :aweN 5ulm2J(l Ott i-X � nX �Z / 4 XOD m yoz / x LLJ i W d L, r� N X Ln x J ao ,x r 0 �x u !/ x sQ • � I� U Q x o • s1 O o � 1 `• L r' a .Ile) � � Site Plans Issued for: Review 0 Six Fla s New ]F: ngland Date Issued: December 8, 2006 Latest Issue: December 8, 2006, C-) F-, m lo ee I ntrance Plan -0 M P Y 1623 Mai* n Street Agawam', , Massachusetts No. Drawing Title Latest Issue C-1 Legend and General Notes 12/8/2006 .... .... Owner. C-1 A Overall Plan 12/8/2006 AGA�P Premier Parks & Stuart Amusement Company y C-2 Demolition Plan 12/8/2006 1623 Main Street P.Q. Box 307 C-3 Layout and Materials Plan 12/8/2006 4 Agawam, Massachusetts C-4 Grading and Drainage Plan 12/8/2006 Applicant: C-5 Utilities Plan 12/8/2006 a LNG OAP ' PROJECT Six Flags New England C-6 Site Details 1 12/8/2006 SOUTH STREET LOCATION 1623 Main Street C-7 Site Details 2 12/8/2006 P.Q. Box 307 �� . . ° Agawam, Massachusetts Massachuse Assessor's Plat: I�3-3 Connecticut Lot: l Reference Drawings Site Location Map o goon �oou � � Sv-1 Existing Conditions Plan 11/3/2005 ■ Al Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services oar JOH J. y I L a, p v , One Federal Street, Bulding 103-3N F9 rs ERG°�,� pb p SSf 6� �1 Springfield, Massachusetts 01105 413-747-7113 / FAX 413-747-0916 `� Legend Abbreviations Notes: ExistProp. Exist. Prop, General General Layout and Materials vanasse Hangen Brustlin' Inc. TJ CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1--888-344-7233) AT LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE Transportation .� .....,., ...,,,_ PROPERTY LINE HEAVY DUTY PAVEMENT EXCAVATING, OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. Land Development ACR ACCESSIBLE CURB RAMP Environmental Services PROJECT LIMIT LINE I R RIPRAP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. ADJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. One Federal Street RIGHT-OF-WAY/PROPERTY LINE ° o a CONSTRUCTION ENTRANCE 3. CURBING SHALL BE BITUMINOUS CONCRETE CURB WITHIN THE SITE UNLESS OTHERWISE INDICATED ON APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE THE PLANS. Building 103-3N EASEMENT CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH Springfield,Massachusetts 01105 27.35 7Cx 27.35 TCX TOP OF CURB ELEVATION BIT BITUMINOUS STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING SETBACK BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 413-747-7113 FAX 413-747-0916 1 o t`o 00 25.85 BCx 26.85 BCx BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE �4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. BASELINE {BUILDINGS, PAVEMENTS, WALKS, ETC,} SHALL RECEIVE 6 INCHES LOAM AND SEED. CONSTRUCTION LAYOUT 132.15X M75X SPOT ELEVATION BWLL BROKEN WHITE LANE LINE 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING 45.9 >INX 45•0 �' TOP & BOTTOM OF WALL ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. """"•" "`- """""""`- ZONING LINE 3&. aw 38.5 BWx CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. BORING LOCATION 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS TOWN LINE DYCL DOUBLE YELLOW CENTER LINE 6. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO TEST PIT LOCATION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE.CONTRACTOR'S DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. LIMIT OF DISTURBANCE41ti�' Mw EL ELEVATION EXPENSE. O MONITORING WELL 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT WETLAND LINE WITH FLAG ELEV ELEVATION 7. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE NECESSARILY SCALED TO THEIR ACTUAL_ DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP FLOODPLAIN toafiD,, SrOT ORADE ora DEOK EXIST EXtsTINc OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT MATERIAL TO AVOID I-UKIHLR 'SF'KLAUINU Ut Itit MAILMAL, AND SHALL NOTIF'r THE OWNER EEATURCO. �" - OD UNDERDRAIN FDN FOUNDATION IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. OLSF BORDERING LAND SUBJECT TO FLOODING - 12. DRAIN 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND ez FFE FIRST FLOOR ELEVATION 8. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT WETLAND BUFFER ZONE s'•RD--- 6'RD- . ROOF DRAIN RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE NTH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE GRAN GRANITE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. -�"°z NO DISTURB ZONE `�°� "�~ 12 s-••- SEINER 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO FMFMGTD GRADE TO DRAIN ADDITIONAL_ COST TO OWNER. -- -2ao'RA 200' RIVERFRONT AREA FORCE MAIN Demolition aHw - orlw LA LANDSCAPE AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE OVERHEAD WIRE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE GRAVEL ROAD "4 -- 6"w WATER LOD LIMIT OF DISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY EOP EDGE OF PAVEMENT POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF - 4'F"P---- 4"FP FIRE PROTECTION MAX MAXIMUM 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING BB CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS BITUMINOUS BERM ftw DOMESTIC WATER MIN MINIMUM CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A AND SPECIFICATIONS. -- ac Be= 4 BITUMINOUS CURB 3.0--- ..-� STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. GAS NIC NOT IN CONTRACT CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH -CCU` CSC LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE CONCRETE CURB e ELECTRIC NTS NOT TO SCALE 12. PRIOR TO THE INSTALLATION OF ANY SEWER OR WATER LINES, THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY CG THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. NO PIPING SHALL BE BACKFILLED WITHOUT THE REPRESENTATIVES. CURB AND GUTTER ----5��----- -SW- STEAM PkwRF PERFORATED PERMISSION OF THE DEPARTMENT. EXTRUDED CONCRETE CURB T---- T TELEPHONE 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, - MCC MONOLITHIC CONCRETE CURB -FA FA PROP PROPOSED Utilities STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. FIRE ALARM p PRECAST CONC. CURB --- pry - opN REM REMOVE CABLE TV 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE Erosion Control SLOPED GRAN. EDGING RET RETAIN REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED yGC V _ ® CATCH BASIN THIS INFORMATION AS SHOWN ON THE PLANS, THE UTILITY INFORMATION SHOWN DOES NOT 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE VERT. GRAN. CURB R&D REMOVE AND DISPOSE GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS DOUBLE CATCH BASIN NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. LIMIT OF CURB TYPE R&R REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING GUTTER INLET CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT - -- - - SAWCUT SWEL SOLID WHITE EDGE LINE AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THEREFROM ON A WEEKLY BASIS AND WITF IN TWELVE HOURS AFTER EACH STORM EVENT AND DRAIN MANHOLE THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER IL SWLL SOLID WHITE: LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PROTECTED AREAS. J • BUILDING W TD' TRENCH DRAIN { I PLUG OR CAP TS TOP OF SLOPE 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EN BUILDING ENTRANCE CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION c° s° TYP TYPICAL INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. 1.4 LD LOADING DOCK CLEANOUT WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE • BOLLARD FLARED END SECTION OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE ® DUMPSTER PAD �-- �-� HEADWALL Utility ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT, STABILIZED TO PREVENT EROSION. SIGN } CB CATCH BASIN 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, SEWER MANHOLE ELEVATIONS ON THE GRADING AND UTILITY PLANS. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT DOUBLE SIGN cs CS CMP CORRUGATED METAL PIPE AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. ® p 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC wv CURB STOP & BOX CO CLEANOUT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: Existing Conditions information - s �-- •--- STEEL GUARDRAIL `� 0 WATER VALVE & BOX DCB DOUBLE CATCH BASIN _ - --- - WOOD GUARDRAIL ---T:: TAPPING SLEEVE, VALVE & BOX A. PAVEMENTS AND CONCRETE SURFACES. FLUSH 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY � W DMH DRAIN MANHOLE PERFORMED BY HERITAGE SURVEYS 1N 2000, SIAMESE CONNECTION B. ALL SURFACES ALONG ACCESSIBLE ROUTES- FLUSH HYD HYD CIP CAST IRON PIPE 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. = PATH 0 4, FIRE HYDRANT C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE TREE LINE a ° WATER METER COND CONDUIT SURROUNDING AREA AND TAPER EARTH TO THE RN ELEVATION. t1 J �V No. Revision Ante LPp-d _ - -- -- WIRE FENCE POST INDICATOR VALVE DIP DUCTILE IRON PIPE 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND Designed by EIM Drawn by ECM Checked by JJF -0 - 4>- -+------+- FENCE Of 0 WATER WELL FES FLARED END SECTION APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. CAD checked by Approved by -�•- o r r STOCKADE FENCE GG O GAS GATE FM FORCE MAIN Scale None Date December$,200fi Oo, STONE WALL Gm GM6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES Project Title a El GAS METER F&G FRAME AND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ,ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, ��tt -- -- -�-- RETAINING WALL FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR 1X Flags New England CF OEMH ELECTRIC MANHOLE F&C FRAME AND COVER OR BY THE UTILITIES COMPANY. ►J STREAM / POND / WATER COURSEIa oM GI GUTTER INLET 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE: NOTED ON THE PLAN: Employee Entrance Plan -- •• DETENTION BASIN ELECTRIC METER Y � LIGHT POLE GT GREASE TRAP - STORM DRAINAGE PIPES SHALL BE HIGH DENSITY PClLYETHELYNE (HOPE) C�:��•s1 � HAY BALES 1623 Main Street TMH HDPE HIGH DENSITY POLYETHYLENE PIPE 8. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH -- - -xt V- SILT FENCE '• TELEPHONE MANHOLE EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS Agawam, Massachusetts T HH HANDHOLE SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE 4 MINOR CONTOUR L7 TRANSFORMER PAD CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY Issued for HW HEADWALL COMPANY AND AS INDICATED ON THE DRAWINGS. MAJQF UTILITY POLE HE'D HYDRANT 9; SITE S REQUIREMENTS.CONTRACTOR _ Review EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS IIj 10 PARKING COUNT � � GUY POLE INV INVERT ELEVATION COMPANY' C10 COMPACT PARKING STALLS GUY WIRE & ANCHOR 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN,) SHALT. BE DETERMINED BY Hill HH I= INVERT ELEVATION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR Not Approved for Construction Dry DYL DOUBLE YELLOW LINE El [a HAND HOLE MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. Drawing Title B PB LP LIGHT POLE s� SL � 0 STOP LINE El PULL BOX Ma#chllne MES METAL END SECTION i l l l l l f l l l !lIIIIIlIlIII Legend, Abbreviations CROSSWALK MATCHLINE PWW PAVED WATER WAY Qi ® ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE: and General Notes c ACCESSIBLE PARKING RCP REINFORCED CONCRETE PIPE VAN-ACCESSIBLE PARKING VAN VAN R= RIM ELEVATION SMH SEWER MANHOLE Drawing Number TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND �r M s C UP UTILITY POLE .TOM � � U .41 Q Q Sheet of 1 8 Project Number LG.O LNG r. \Iuuvy.vU\�;uu\iu\riuriaci\r.111p1Uycc r-rlturtt;U\vr.UWy MPLOYEE Vanasse .HHangen Brustrin, Inc. ��- �- -- ❑ w s Transportation Land Develo went p ,>.-'-^'� `'`--•-yu,,r� � � '� r Environmental Services � rr� ., ,�;°°' w._.___-_ ,'' , An�, n One Federal Street r p Building 103-3N a°d �M -� ._ f _ _ - Springfield,Massachusetts 01105 -- �`-` r [[ �` w '� 413 74'7-7113 •FAX 413-747-0916 6 8 0 o a p�� l► � �-_` "".'� � � per_ �,.,..�.d _ y..r✓ o ..Y �. f 4 P 00 `� `�^ v ti ° L.. � s �� a Yt / 1 r� �4 �•-.�.-.. L .-� \ `,_J.�/� � r ..- --" "'. w — — _`,+.w:.•,rc%•ti � �f•- � r � ° n6 O � ••`\ ,y �i r ° �, .....-1- -_ p� t� p a+�" ` I / `.. -�'� � --•_�va'rw a� `\\\ /�i/j, �� \ .-.� sy # o e r r ,�y�" ry �r .�.�� ,�»rti�" yr �'�""r � r� k f `V ®� � d" o o • I .fV /p� ��/yam } 7 .. t � �.,Y r �-- ��^ _ J 1 � � �••t ' !/,4' � r�.r � ,;,J" s Q 1 J� •O}� • �� x1.�� -� ram.-,-1 -.ri.;- - -r� �} �4 _ 60 Vr �.H.WI.I�, Y .J�'lyj.n N � • � � � � f � ��' • YIY '� � J r y � .A. 2.: � � F ^�� _ �F7 141 �„,i �•,� ,�.,r !y'r'"d'��• l } _ !� o ca J O 000A O ,oak r,•• �,�, ,r-./�.. � ."� \ �� "��+(�w �� n • `� -- .Y •�: ` o -NEW hwpiHG LJNA UHE' a ••l 4 } y ' ///• �.�! �^ / µ�.. ��i �� O ❑ o o / , ¢ `�•�"� � � +�.+� � •^•-vim � � �� • x - _ _ �� • �-� r - a A r N, SCALE IN FEET �� )J � �__.-rr� �.'� 1`• ,, �.-_^ � ' .,r^ti-„`.`.'w�^�."y�•�y- � ep �- � � v � i � 4 \Q�Q_Q.C7�/� �9• +n,.,x o° d 'S 0 No. Revision Dote ppvd. �'Y./'�'r",.rr"'. rY„y-�,•r•-` -- -� e 11 0 - �� o (�\(J �p `�Y �r ,..•-�' Q a �' -�' p ° �^ 9 Designed by Drawn by Checked by EIM r�1�1 JJF 4 dbi i � a _�-� a y�?�p_ 9 CAD chocked by Approved by .-_.,a_� .-"v�y J w _,.-..,.-�.-.-: ..J- � __ ' A O '�`1. ".,�0 �/� 4 a .rr' po p ° fl•c f - f ,SGOI6 111=100, DO�e Dece1T ber 8,2006 n � �7 � •y� Project Tine Six Flags New England ..4,L -1 r 1 � l a 4\ �r 4"'• by ��........ u' � r � • \�-- a a � �,• Employee Entrance Plan 1 Q avre b --- 1623 Main Street °` - -� --•� ---_''�—"-- ��—� "—� — e -- Agawam, Massachusetts a° ~" �` ��"^ ° •: -� �`J n Issued for kJA 00 � � tS 1 f � x I t p r _1 b `° Review Not Approved £ter Construction 13 Pp • � � p '�--.."w •�" , ... Drawing Tltle -1„ram`^�,� O r � � •_��_ w`"'^y,.-�, .___q _ Overall Plan 1 ENTRAN E Drawing Number C- iA �G JOHN yG o U c� ,I 1L .4 t_ Sheet of aFF G1t.E�'� � pV 1A 8 0 Project Number 1 P:\10009.00\cad\ld\Pionsot\Employee Entance\DM.dwg C3 Vanasse Hangen Brustlln, Inc. --_. 3 Transportation Land Development FE Environmental Services One Federal Street ]Building 103-3N i \ � Springfield,Massachusetts 01105 C3 ~—� 413-747-7113 •FAX 413-747-0916 sum Room u v� I� 9— 5z lF eravo r 1:D OWN EM VE EXISTING L LINE -'248 ' A MENT S__ s2 'fir c REMOVE EXISTING u� �O EMPLOYEE ENTRANC 2 \ `, c,°� SHED 3 ~'�s5 ca REM EXISTING �` Z B INGS AND SOCIATED REM EXISTING - FEATURES PAVEIT r 0 co Irq -- _. 1 co ._ rSAWC ' ^- - —3-^^ V 5✓~ qV nQj cas cRrr 'ENB � 20 0 20 40 iiiiiiiiiiiiiQ C 8 � 3� � o 0 7s � v� `1�",_ � � G m 13 5�//6 s� /l+w, Shy{Q / SCALE IN FEET 3 '9 - Cal - [OD k \\\ i•luarr4• r �eyg l ILr �'VC�- &,> PVC s�� --- EXISTINGTE � C3 ��0/// v BUILDINGrill 1 �► c� f 4•., .� U^41' u 1 r COLOSSUS FERRIS WHEEL r WORK PREVIOUSLY REMOVED 0 U '_1�,�'' No. Revision Date Al / < LIMIT LINE Designed by Drown EIM D by Ell Checked by JJF.0. 9p I a'I41iq• U] / (f^-�j -/fv(^r�' v aahJ / W f ca- . / < _ti Z �• CAD checked by Approved by f 29 ' o l Scae „ , Date 1 �0 December S,2006 m Project Title o Q Six Flags New England Employee Entrance Plan ;�E1 �� 0 s _ 1623 Main Street Agawam, Massachusetts zK 1 LU G 5 Zs'; n C7r�r o „O 2 Issued for _ ly - � I. � � -W*5; i � Review U r Not Approved for Construction c � tis O c'ed Drawing Title O U A O i3`'cSj - � �; \ r y Demolition flan V � + 0 P J "_0 y till u Drawing Number r a J WORK4In.0 LIMIT01 LINE C-2 o 0N ' L' O ��r1 / rQ O 4 t? x Sheet of 0Lit [� �� o �— -- 2p� Y 1 a HDPE 0 P61 0 cIr SSi qi Eri `t UO 12"6 HDPE — ® a so p `� Project Number 47 0 DM.dwg P:\10009.00\cad\Id\Plonset\Employee Entance\L.M.dwg } l f Site Data Chart WORK LIMIT AREA: 39,147 SF ------ � E Yanasse Hanger Brust�in, Inc.. EXISTING PERVIOUS AREA: 11,860 C3 C3 _ EXISTING IMPERVIOUS AREA: 27,287 Transportation PROPOSED PERVIOUS AREA: 15,310 Land DevelopmentEnvironmental services PROPOSED IMPERVIOUS AREA: 22,837 -` --- , � One Federal Street % CHANGE IN IMPERVIOUS: T —11.4% Building 103-3N Springfield,Massachusetts 01105 -` 413-747-7113 FAX 413-747-0916 TIE INTO Sign Summary FENCEL NE EXISTING `J _ laws SC-1 EXIT ONLY ` ! SC-2 (ORIENT ARROW RIDE ENTRANCE NOTE' AS REQUIRED) RIDE MANUFACTURER AND SIX �r FLAGS NEW ENGLAND PERSONNEL O � � � ~ � " •* � ' FASTLANE & ADA PLACEMENT CHECK NTW TH ALL L EXISTING AY ACCESSIBLE ROUTE STING AND ~ SC-3 : PROPOSED RIDE CLEARANCE AREAS TO ENSURE RIDE SAFETY ZONES ARE MAINTAINED. • • sq�2�� QR LI LINE SC-4 (ORIENT ARROW FASTLANE ONLY AS REQUIRED) ♦ N-37 2-76.4277 SC-5 EXIT/ADA E=2977 .2739 BITUMINOUS ACCESSIBLE ROUTE \\ ' RV �� CONCRETE t FUTURE `N=379230.2 6 MP E E�297716.1 02 A ` END FEN CHANGIN AREA ' �{ �,.— __ ___ _•-�..r �- I 87 SF ` • I III SAWCU T __ Y € CENTER OF CIRCLE S O S •/ Q I ''L N=379304.1895 6 SF E=297671.3539 FFE=76.0 >i l ON C� � N=379321.3647 DE WA K {{ EOP E=297674.6727 '`..:.. C33 ` , i J 20 0 20 40 RELO A a - 1 �, SCALE IN FEET EX IS Q { \\ � a cn 4 4 \ ° > CONCRETE J^ BRICK CO/TYARD 1 1! 03 1 Q , r N=379299.0355 Q 0 E=297654.6375 - I I f, 0 / l Ili T 111 It No, Revision Date ppvd. p ( U I{ I `3 I ! Designed by E'M Drawn by E'M Checked by JJF \ � 1i WORK II LANDSCAPED \ Y CAD checked b Approved by LINE 4 ` I I Scale „— , Date ' 3 t� l 20 December 8,2006 Project Title I E CONCRE SLAB/ FOUNDATTO PER Six Flags New England EDGE OF PAVEMENT STEIGER EN INEERIN 4 p � -- PLAN, DATE JAN 1, o v 0 NEW BITUMINOUS Employee Entrance Plan CONCRETE y 1623 Main Street < RELOCATED WAVE - Fop Agawam, Massachusetts SWINGER RIDE Issued for ~-- Review !:.•' 0 O ! Not Approved for Construction Drawing Title J 4! 4 Layout and LL- i RELOCATE ° 01 Materials Plan � kWAVE FENCE • • SWINGER Y OTHERS • - q' �- 0 O I 0 Drawing Number I 1 t ,� ��•. �� fi LANDSCAPED / o AREA 1 WORK b � � �� J OHtr C-3yam. ' LIMIT LINE iv CD �� MAW � � I Sheet of -Uk �I 4� i1 � a n f \ o��sF :W K G�� 0� 3 8 Project Number Psi O O O LM.dwg xf I, / 4,.1. /` �J I� 5, , ! 1 7) rr F III x �J j( ` 11 cis 'R-75.9 \ I l 1 a 1 7 1 c i 2 1 l 5 C8 2 - X 74, 7 r 1 1 "b HpP�= R=75.5 SA CUT \ _ v 7 r �2 ` �' ,\ l PORTABLE X 7 51 ! 5 GAME G I r- CU 5 /\ C Lv 76.2 ,- -� R # x 753 j I fXO 7 3, DOH �� I ` 72.4 RID t f \ � I fft -� � 1 N 72.8 � I - �� 72.5 (OUT S;A WCU T ' r f 75, 7X f X 74, 9 73, 4 IN � �''� 75. 75,1 X � 7 5>8 x � E i 1 4 ca If X7314 \ 7516 8c � 1 1 , fi 74, \ 74,5 \ x ACC ' i X'75,3 SAWCU/ � 74,1 � 75.6 X ' 75,E { ' WELf_ 74 0 X 1 r r 75,0x MANHOLE � X 75,3 � t ___-- SAWCU / / X 7 4,4 PIRATE STALE � I 20'x30' n 76. x �g m�m / x � � 6,2 7s_ 75,2 X 75, 9 X X 77.5 ` \ , 74 X74,g 75.6X X 7.6 Ln x77.8 , \ X74,8 r.77-7 i = 7.53 x 77,8 x Y 77.'.3 v 7 -7 z 6.3 77•5 a p� ` � / 5 / n = 3.2 Qu 2 z x78.a c Mo OMVS 1 X 76,5 77.9 r+ x :!, � "� � 75, 9 X , x77.8 7 a � m o 75, 0 x 6 x78.2 ,��1.8 f z X 71 �-�CTI77,5 I 4�j D f X� I x77.7 C 75,2 X SAWC17' X 7514 75,g 1 x X 7.5 tip} N X 6.2 I 14X 75,6 16 �s Lti� 4� * n ® i' 75,5 7 5 0 Q X i_C � S�{ * cox' •i'. �/ `�-�� ti;lJ 75,4Ln 1 A AA PP.� r ■ 74,9 CP Xy X 7 3M#� fore �* t r r ♦ .. 110 751 0� `� �Dzmm ' X 75,0 / � a 6� x 711 ♦ 80 FFE— 78. 5 ♦ co �,� �i 0 � y 1� X69,5 71,3 Q x ♦ -Ff� X69, � a o �5 \ w S X7414 „ O x r r 5 O ^ 61�� O I! K � - I %� 73,6 0 9 o S'CHA[NLI o c' S� 7�,6 X c$ xs O \• °,°�� c g' !iA11L11 SC CE Ir i _ ` 1 '-e"��..._, in v Q-7 3,-1 4,l (\ rpp4�* � 4 30 RCP c�� 72, 7 x A � S-(3t5 3 3Q^RCA �A I �-- SMI }p SMH 1 M ° X74,8 �(1)4'x8'CL GATE' � �•- .. / Tin 1/ NtCD CID } �' rye, a N 1�",1�• T `° 3 O 43 �(�. WSJ fie' h� cc 43 0 p 5. n 1 � CD IA 'o ° CD � O p1 vJ 3 ~ a a I C cD r c ° v �.� o r-. \tvuuy,vu yc:uu\ru\riuFt�,t:�t \crIfpiuycc cttcutm;e\v i,uwy WMNNWMNN r- Vanasse Hangen Brustlin, Inc. `- Transportation FE Land Development 0 Environmental Services One Federal Street Building 103-3N 0` r {„ Springfield,Massachusetts 01105 413-747w7113 FAX 413-747-0916 Is, pMmAilim 4M Eftto 52 301 S con g i� 3gwCVT f LL LINE 52 twi CORE NEW AC 5 r INV=71.7 * x OLE I=71.47 1 3.8i5 .�- > ti.. IN FUTURE • .�' 'EMPL-0 EE -r CHANGi AREA00 SF f -_. .'.. . --__-_- �•--""ram`-w / O � -. m..:, �J NV=72�13 u 6 S r / 4 ` 3 FF E=76.0 3 529 GAS GATE 9 POWER TO RELOCATED i 7$ s sR BUILDING 20 0 20 40 - 0 "� ` �A RIM=74.5- REX ELOIS B Q C SCALE IN FEET 5 a C E3 �j5 to �' >1 10 U c� 3 WE E E E COREW HOLE IN 0 0 PVC r s� -� Xl�T1N� 6�TCH \ ( c, �`, <7 J PVC BASIN INV= .85 U` :344 �F o ' v � � v INV=70.09 U WORK No. Revision Dote ppvd. LIMIT LINE E ' A ` y Q sag •r Designed byECM Drown byEIM Checked by JJFSEP WATER 4 ` INV=70.34 CAD checked 4y Approved by X D II $Gate _ Date 1 20 December 8,2006 I z .2 D Project Title z6 G� Six Flags New England h� $ � �, SUMP DRAIN S! 's INV=70.5 ��s � � Employee Entrance Plan V) � 1 �- 1623 Main Street �,� �' •-7-'_: �� a �9 Agawam, MaggaehusWg �'.. C3 .Lf � � .•'r,ti,.`'�`: � � m � 155Ued for J +'• S i s O 1'N P9 CT vti O Lv LI! -: °'•' '` -; E , �s n o Review L ! Fe Not Approved for Construction `sir �Z� (✓ E Drawing Title s rcor � s � LL- RELOCATED g U) ° WAVE SWINGER o t' O U o= Q x 6 o Utilities Plan � � � u�^ s 0 VZ S O 7_g$ Drawing Number D a �•�. WORK fi j rn ni�ti n `_~ cfl N LIMIT s 0 01 If + i W `tea . M LINE ,#r .5 U _, — �— > . I ri ' MEN MEMO '..'R mono N TE: E T I AL CON IT RUNS D D � JOHN C._yG P VID Y SIX AGS a �h�- v � rV co / NE A D ELEC ICAL v a moo' wQ b Sheets or$ a DEP h `� -�:••.`" - �\ r� ray ,. ICI s- 3 D — t Project Number P:\10009.00\cad\id\Pionset\Employee ERtarlce\DT.dwg Vanasse Hangen Brustlin, Inc. Transportation PRECAST BAFFLE Notes: Land Development WITH 3'x1' OPENING Environmental Services 1. OIL/WATER SEPARATOR SHALL BE A STANDARD PRECAST SEPTIC FLOW ,:. TANK WITH PRECAST BAFFLES AS SHOWN. --'—•r-- 5'— ' F ow One Federal Street 2. STRUCTURE SHALL BE DESIGNED FOR HS-20 LOADING. PAVED AREA LANDSCAPED AREA Building 103-3N SEE APPLICABLE Springfield,Massachusetts 01105 3" THICK BAFFLE 6 3. SEE PLANS FOR ACTUAL DISPOSITION OF PIPING LAYOUT FOR PAVEMENT SECTIONS COMMON FILL/ 413-747-7113 FAX 413-747-0916 COORDINATION OF MANHOLE ACCESS AND BAFFLE. ORDINARY BORROW J �I COMPACTED GRANULAR FILL `n `r' 4. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO SAWCUT OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 5. JOINT SEALANT BETWEEN ALL SECTIONS SHALL BE PREFORMED BUTYL cn 6 RUBBER W �, ° 0 °o . 0 / DEPTH AND SURFACE ° / TREATMENT VARIES 4 ,e. 6. STANDARD DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN o FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND °° d'a - - 1d� ____"'' ' MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM). y\ . ' . ° W Plan View 7. STANDARD BARREL BLOCK AND MORTAR SHALL BE USED TO BRING a/ . 0 s ° > --WARNING TAPE MANHOLE FRAME AND COVER TO FINISHED GRADE WHEN DEPTH TO ;° ..` •::es>_. ..bts$' DRAIN MANHOLE FINISH ..o'. ►dc'' TOP OF STRUCTURE EXCEEDS 18 INCHES. x n:, ,. ':, FRAME & COVER TYP SEE NOTE 6. _ W `// ' '.�::.°; ...a- _-. / , a } GRADE ¢ 0 N o A. ••;a-'. . ..moo PVC TEE WITH SOLVENT •- z ` -'°�1: : o;• a o 8. WHEN CONNECTING TO DISCHARGE PIPE THE PVC OUTLET TEE AND _ov ..�.- WELDED CONNECTIONS. _ � z �,.� � � :�"g?;:;:.' .:.•-.. .. SEE NOTE 7. PIPE SHALL BE SIZED TO FIT SNUGGLY INSIDE: THE DISCHARGE PIPE a ¢ ':e:. USE THREADED END CAP AND THE JOINT SHALL BE SEALED WITH NON-SHRINK CEMENT GROUT. I p 2 FOR SIZING SEE NOTE 9. w w ti..... LIQUID c� ci ♦ :^ g_;. - HAND TAMPED HAUNCHING DISCHARGING PIPE 9. GEOMETRY OF PIPING AND LOCATION OF BAFFLES AND MANHOLE INLET 3" LEVEL OUTLET ACCESS TO BE CONSISTENT WITH UTILITY PLAN. \/// o.o,.: Q.ate.~°:r3.' !COMPACTED BEDDING 0 - _ ✓c �� 2" AIR SPACE NON-SHRINK � 12 � COMPACTED 7OU T (SEE NOTE 4.) MIN. SUBGRADE 3" THICK CONCRETE t `tom PPQRT TEE BAFFLE LOCATED in 4 FROM STRUCTURE OPPOSITE INLET PIPE '"� WALL W/GALVANIZED ° STRAPPING & FASTENERS a SEE NOTE 5. Notes: 12" o I 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH TYP. COMPACTED GRAVEL DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS �9.:0.,0 pcD:b",' 'o°; e•.t.b.n: .'.._-p•...`.'q'a,-._ .a'•,?r--.> ..^ 'p"_.;`.•:e:,'`•.;,'•Q. .,°. i2" �' °>� �° �� `° COMPACTED SUBGRADE SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. ... o; . .. .A / `/` c �/.//� �/�/- f�r,. /�i ,/ ♦ /?' 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. Section 3. FOR HDPE PIPE, DIMENSION IS 24 INCHES. Oil/Water Separator 6/03 Utility Trench 6/03 N.T.S. Source: VHS _ - - _ LD_144 N.T.S. Source: VHB L€ —300 SURFACE TREATMENT VARIES R = 3/a"— Bye" R = ~ SLOPE 6' CEMENTITIOUS VARIES— ADHESIVE No. Revision Date ppvd, TOP COURSE Designed by Drawn by EIM Checked by JJF / `O DEPTH VARIES 0 3" 1Yz" BITUMINOUS TOP COURSE CAD checked by Approved by % 00 �a o ova .. o .o 0 00 0 0.. .0 1Yj BITUMINOUS BINDER COURSE Scale Date MIN. �T o0 0 0p 8 0 o D o o 0 0" 0a Project NTitle T.S. December 8,2006 v 4 p o v 000 8o eo' o 0 . a oe o 0o e 0 'r1°oo 0 o cOil a. 0 00 0 8 C� °° o°° 'o °o °d'° ° � O ° a ° ° 12" COMPACTED GRAVEL 0 0 n a a o a o 0 a o o� Q o o 0 0 o a o 0 0 Six Flags New England 0 00 0 008 p 1 0 Q 0 o10 0 a o o a p o 0 C ° O ° V g°0 00 a�° o.' O a 4 6 aay a o orA o000 �8o °O aoo° o0o p000$� o , 0 Q 0 00 v a nib ° S Employee Entrance Plan / .0 °o 0o a o o� 0 80e o o °o °off Oo a, 8 ° n` 00 80 a �,n 1623 Main Street 0 aU 0 °oa c00 o oaas ) eaO(2 00 o0 0 n o 0 o'p o a n o o o Agawam, Massachusetts a , O o o O a p COMPACTED SUBGRADE ,slued for Standard Doty Flesible Pavement EDGE OF PAVEMENT COMPACTED Review SEE NOTE 2. GRAVEL COMPACTED SUBGRADE Not Approved for Construction Drowing Title Notes: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE 1. ECC REFERS TO EXTRUDED CONCRETE CURB WHICH BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Details IS CAST-IN-PLACE IN THE FIELD. 2. WHEN ECC IS USED, CONTRACTOR IS TO DETERMINE THE EXTENDED LAYOUT DIMENSIONS OF THE BASE Note: COURSE IN ORDER TO ACCOMODATE PLACEMENT OF THE ECC. Drawing Number Extruded Concrete Curb (ECC) 6/03 Bituminous Concrete Pavement Sections 9/04 N.T.S. Source: VHB LD_408 JOHN N,T.S. Source: VHB REV LD_430 0 �% C-6 R ivi 10 ¢ Sheet of 6 8 t Project Number D T.dwg P:\10009.00\cad\ld\Planset\Employee Entance\DT.dwg Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield,Massachusetts 01105 413-747-7113 •FAX 413-747-0916 -- EXTRUDED CONCRETE CURB FINISH GRADE 8' CONCRETE WALKWAY x x x 0 oQ o ° � ° Eleoatlon 4 4" CEMENT CONCRETE J W.W. MESH 8" COMPACTED GRAVEL tTWSHEETS,) Notes: (1Y2" MAX STONE SIZE) CENTER DEPTH 1. FENCE DESIGN BY SIX FLAGS NEW ENGLAND VENDOR. COMPACTED SUBGRADE 2. MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAIN LINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL. Notes: 1. CEMENT CONCRETE SHALL BE 4000 PSI—TYPE 11 Concrete Walkway at Queue Line Perimeter Fence 6/03 N.T.S. M N.T.S. Source: VHB REV LD_481 5/81" ROUND LATCH ROD TURNBUCKLE (3" TAKEUP) w w GATE STRETCHER BA ¢ Q LIGHT POLE & ANCHORING POST PROVIDE BAST; COVER SYSTEM 8Y MFG. Ld w AS FURNISHED BY U ¢ POLE MFG. 1" CHAMFER BRACE TUBE TRUSS ROD j 0 No, Revision Date ppvd.11 d z LIGHT POLE BASES BAR BAR �� BAR RED CONCRETE ? < IN PARKING LOT TO Designed by Drown by by BANDS BANDS BE PAINTED YELLOW E1M Checked JJF — CAD checked by Approved by 3 HORIZONTAL TIES 12" C.C. scale Date VERTICAL MEMBERS TO BE io o N.T.S. December 8,2006 C14SELECTED BY THE OWNER 4— 5 VERTICAL—EQ. SPACED Projedt Title GROUND LINE 8,. g" (2) — 4„ CONDUITS COMMUNICATIONS 4„ 6" } � ' Six Flags New England P: a - FINISH GRADE (MATERIALS VARY) 1.66" NOMINAL �? D.D. SOCKET Employee Entrance Plan FOR LATCH ROD F1 1.1 CEMENT CONC. N 2" TYP. COVER .. a : BASE (2500 PSI) 6" AUTOMATIC GATE BACKSTOP SET IN 1623 Main Street FOR EACH GATE WHEN OPEN CONDUIT AND GROUND ROD Agawam, Massachusetts SD o 6 CONNECT TO INSIDE METAL POLE 4" PVC CONDUITS SEE ELECTRICAL PLAN FOR SIZE Issued for Notes: (2) — 4" LV CONDUITS #3 REBAR 1. TUBULAR GATE POSTS— 5IEEL ALUMINUM 4... *'SINGLE* #5 REBAR SINGLE GATE OPENING 7' — 13'. 4"NOM. O.D. 4" NOM. O.D. j " ' :4 � � Review f . THE ABOVE LIMITS OF THE OPENINGS ARE INCLUSIVE .e•a. ® �; Not Approved for Construction / T / � /l BOLT LAYOUT COMPACTED OR \ \ \� n\�\ CONDUIT CONFIGURATION AS SHOWN ON PLANS �'`` & MOUNTING *SINGLE GATE FRAME OVER 6'W, 1.66 N.O.D. : I. Drawing Title 2, GATE FRAMES & BRACES— STEEL ALUMINUM 1.90 N.O.D. UNDISTURBED 2'-0" (MI PROCEDURE AS PER MFG. SPECS 2" COVER N.) 1.90 N.O.D. SUBGRADE 3. TRUSS RODS— �TEEL ALUMINUM COMM = FEED SeCtLDII Plan REBAR DIAMETER 3/8" 3/8" LV Details 4. GATE DESIGN BY SIX FLAGS NEW ENGLAND VENDOR 5. GATE POST BASE—PARTLAND CEMENT CONCRETE (2500 PSI). = BRANCH 6, FOR DESCRIPTION. MATERIALS AND CONSTRUCTION METHODS, SEE SPECIFICATIONS. (1) — 4" COMM Now: * END POSTS TO BE USED ON LATCH SIDE OF SINGLE GATE OPENINGS. (1) — 4" LV = BRANCH LIGHT ESIGN IS SUBJEC CHANCE OBAS DLE U ONA FINAL TION DPOLE AND F XTURE TO SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Drawing Number Fence Gate High Voltage Conduits Low Voltage / Communications Conduit Light Pole Foundation Detail (Up to 15" Pole) 10/03 o�R�A J� � C-7 N.T.S. Source: vHB N.T.S. N,T.S. N.T.S. Source: vHs LD Q31oa � HN J O R `-' IVI 1 4 Sheet of o�9F 1 Eo C>` Q� 7 8 �SSIONAL N ♦� Project Number t 0T.dwg fi 0 O tit ! 5 5 a • • ' f11 �2.'S SA WC!!T ° ...... �� CO COMM PORTABLE4 i GA Mr; L rL Cc� •' eta eurrLorlvc �� ` .�� w x 7 4 7 by - o C�r*+ 41 CJMA! ► / m co MM * `= COMM . elec 5 S,5 Mho CD t" m Hy m 2.S R-75 9 COMM f ■ ■ !;72.4 e 7 i' 74.S 7 72.4 � e o 3, 9 m x 0 b 4 Lo 1 ■ {{\\ p ., 1 •:.,■ -�� .1 {{� 1. ... III ` • � ..� L N 111 1 i� .. wso I r=�a.s w 5 m` SAWCUT X ,� X 73 a 72 8 74. 7 X 74 9 w 0 75 rF 73 7X } a rr � 75, 7 4 : F COMM U ti 4 8� e X 73, 4 � 5,6 4,1 X X SAWcuT: x 74 74 \ X ` M oLE La X75,3 p'(RA 7E STAGE * i. 74,0 x 75 d 2(0'x30- x 0 SA WCUT w • �4 r■ y '7ry�ry 76. X w ' f- a X X 74 4 N 76. . r 1 : Lk z � r - -2t 23 , 77.63 5• x L=17.53 x 77.7 x 77.8 7'£ 2g x 7 r� f 8 �x ti 8 5 8 R x 776 N LU 77, � 75 f 3' 'S f ` , k�� L r� 20 x 5 x77•9 74.8 ,6 =50.00 =73zJ7} x 7Qd =?7'11'17" 77 Tay- x ,9 4.90 x78,o x 77.8 L' F I x782 x7&r v.-. 75, 7 d� � k 77.8 � x 78,1 x x78.0 x77.9 5. 75,0 9 x78.0 '• x ' ` x 77.5 x 77.g 77.8 x 77.6 SA WcUr )c 77.7 4 O 01D x77.6 x7'75 75,2 �. 7�1 4 x ,. 7,5 8 y •ter 75,6 --o x75,0 X 75,5 75,4 x 75. 7 ` � 9 X 75, Q Sfl � - ° � 0 0 i `�. x 7 f Q00 �0 X 7,5, / 71,9 x 10 CA r U , Ue o �g 3,4 74, 72,b X X 7 ° 8,6 _ ��,�� g► cf U m �f SM O1 4'O yti S� 2, 7 x 1 0 (2)$'X$'CL GAS_ t GATE S~� S ..� X 76.3 S�'�s SMx ENNES To w sEE o p � � AS X � AG p1P� �� PAN SEWER � S X7�, - LINE � Y gGO� E�EN �- 3 BOOK '� 5EMEN �635 .._.__ 7 g T P8,q N P q GE 7� � 80 � X �5 � PA �� eGOK � � � GE 5 1000, 10 COMypy`, (f1 (�• $ �y M + }!,y'' I� x C, J oCD '1!q tC Ci o C) O rs �4 _ CD �Z � , CD v O MCDr� + CD C En �:j b IT{ N O O a ` -i Oko Ch Ch y Z c Z �u7 a Q !u O cr �/ K N �� FL 0