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8469_SITE PLAN SIX FLAGS KIDDIE AREA MAIN ST. ��-e �1an Town of Agawam +�� » 36 Main Street Agawam, Massachusetts 01001-1837 �. . Tel. 413-786-0400 Fax 413-786-9927 M* January 9, 2007 0 --4 1>c t_ C-� Larry Litton z'z General Manager © 3 Six Flags New England .� 1623 Main Street = n c Agawam, MA 01001 "'„ ry �. 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 Kiddie Area site 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 TOWN OF AGAWAM ji Department of Public Works 1000 Suffield Street • Agawam, NR 01001 1{� Tel (413) 821-0600 - Fax (413) 821-0631 John P. Stone — Superintendent MEMORANDUM To: Planning; John Furman —VHB CC: Jahn Stone— DPW Supt.; He From: Engineering Hate: January 4, 2007 Su! 'ect: SP-306: Kiddie Land (07-01); Employee Entranrae (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 emailed or faxed upon request. Sincarely, Nichael C. Chase, E.I.T. Interim Town Engineer N.iENGiNEERISMXB M FLA0807-01 KIDDIE LANDV.DDC !"Z'! n f F TOWN OF AGAWAM Department of.public Works 1000 Suffield Street a Agawam, NSA 01001 c' 1` 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 Sub ect: 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 emailed or faxed upon request. Sincerely, *tLl(c� ichaei C. Chase, E.I.T. Interim Town Engineer HAENGI NEE"P%"G Da FLAM7-0t KIDDIE LAN=i.M: 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, 2006 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: 786-1332 3. Engineer: Vanasse Hangen Srustiin, Inc. Address: One Federal Street, Building 103-3N, Springfield, MA 01105 Telephone: 747-7113 Fax: 747-0916 PLAN REVIEW Scale: 1" = 100' Date: December 8, 2006 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O. K. Description of Project: Redevelopment of the Kiddie area of the Park with the installation of a small theater and show area, a new food cafe, a new play structure and two new rides. r ! i Site Plan Review Page 2 Description of Site: The area is currently developed with two existing rides. One ride will be relocated and the other will be removed. Provision for Traffic Flow: 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 of the rides are usually submitted to the Board for their information. Dumpster Location: N. A. Other Comments or Concerns: Memo To: Planning Board From: Sgt. Richard Niles Subject: Six Flags New England—Site Plan—Kiddie Area Improvements Date: 12/26/2006 Based upon the information provided, these"proposed" improvements would have little negative impact on pedestrian, bicycle, and or motor vehicle traffic safety. The area to be improved is located a significant distance from a public way. Respectfully Submitted " Sgt. R. Niles Safety Officer Agawam Police Department pECEINIFED DEC 2 9 2006 coKs COMMISSION c AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 i.l, � TELEPHONE (413) 786-0657 Ilk FAX (413) 7864241 ]David A. Pisano Chief of Department FIRES Q Mp Stephen M. Martin Deputy Chief MEMORANDUM TO: Planning Board FROM: Deputy Fire Chief Stephen M. Martin DATE: December 29, 2006 RE: Site Plans - Six Flags New England 1. 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, Ve.p%h Martin 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 -Ki 11, Area; Employee Entrance;and Route 159 Curb Cut, prior to the Board's January 0 meeting. Thank you. DSD:prk 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 1. Name of Business Six Flags New England Address 1623 Main Street,Agawam,MA 01001 2. Name of Applicant/Owner_ Six Flags New England Address 1623 Main Street,Agawam,MA 01101 Telephone 413 786-9300 ext.32024::LQ7 3 3 d 3. Name of Engineer/Architect Vanasse Hangen Brustlin, Inc. Address One Federal Street,Building 103-31N,Springfield, MA 01105 Telephone _ (413)747-7113 D�2 x '�/7 - 4. Please give a brief description of the proposed project: See attached Project Narrative Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval Kiddie Area Improvements 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 improve visitor experience and accommodate a new theme change.The attached set of site plans provide details of the proposed site improvements, which are generally described as follows: 1) Removal of two existing rides, with one ride being located to another portion of the park and the other being removed_ 2) Minimal earthworks operations to expand an existing concrete pavement area to provide for ride placement 3) Excavations for the extension/installation of underground utilities,limited to only underground electrical distribution systems. 4) Restoration of disturbed areas,including 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 the Timber Town theme and picnic area for patrons.The area is intended to be utilized by younger park patrons and families.The redevelopment program includes the installation of a small theater and show area,a new Food Cafe,a new play structure and two new rides. 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 water and sewer connection will be needed for a new Food CaM 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. yanasye Hance_Aws lin Inc. TRA.NSM AL One Federal Street VHB Transportation Building 103-3N Land DeYelopment Springfield,MA 01105 Date: 12/11/2006 IM09.00 4miron ntal Services 413.747.7113 Project No.: FAX 413-747.0916 Re: Kiddie Area and Employee Entrance plans To: Nick Urbinati Building Department 1000 Suffield Street - Agawam,MA �- 01001 We are sending you: ® Attached ❑ Under Separate cover via Regulat Mailohe towing items: ❑ Shop drawings ❑ Prints ® Plans ❑ Diskettes ❑ Specifications ❑ Copy of Let Change Order ® Other Stormwater Management Reports rn Copies Date No. Description 6(Half Size) 12/11/2006 Kiddie Area Planset 6(Half Size) 12/11/2006 Employee Entrance Planset 4(Full Size) 12J11/2006 Kiddie Area Planset 4(Full Size) 12/11/2006 Employee Entrance Planset 2 12/11/2006 Kiddie Area Stormwater Management Report 2 12/11/2006 Employee Entrance Stormwater Management report These are transmitted as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit Copies for approval ® For your use ❑ Approved as noted ❑ Submit Copies for distribution ® As requested ❑ Return for corrections ❑ Return Corrected prints ® For review and comment ❑ For bids due ❑ Returned prints on loan to VHB REMARKS: Attached are the Plansets and Stormwater Management reports,as well as the agiplications for site plan approval for the two Six Flags New England projects.Hopefully,these can get on the January 5 meeting pending your review If you have any questions please do not hesitate to contact our office. Thank you, Eric Melle If VHB provides materials to the Client that are stored electronically,the Client recognizes that data,plans,specifications,reports,documents,or other information recorded on or transmitted as electronic media C'CADD Documents')are subject to undetectable alteration,either intentional or unintentional, due to,among other causes,transmission,conversion,media degradation,software error,or human alteration. Accordingly,the CADD Documents are provided to the Client for informational purposes only and not as an end product. VHB makes no warranties,either express or implied,regarding the fitness or suitability of the CADD Documents. The CADD Documents are instruments of professional service,and shall not be used,in whole or in part,for any project other than that for which they were created,without the express written consent of VHB and without suitable compensation to VHB. Accordingly,the Client agrees to waive any and all claims against VHB resulting in any way from the unauthorized alternation,misuse or reuse of the CADD documents and to defend,indemnify,and hold VHB harmless for any claims,losses,damages,or costs,including attorneys fees,arising out of the alteration,misuse or reuse of any CADD Documents. Copy to: Mike Chase By: Eric I.Melle,E.I.T. TREES&SHRUBS TREES TRUNKS MOUNTAINS CLOUDS PMS 374 PMS 146 PMS 272 PMS 299 WHITE RAL 6018 RAL 8001 RAL 4005 RAL 5015 ® PMS 354 PMS 259 PMS 299 RAL 6032 RAL 4008 RAL 5015 wSWQrld GLQB0 DIPINTO NOTE!GLOBE&PLANES SPECS ARE TO BE SFERA0 MO MM SENT AS ADDITIONAL SPEC SHEETS O PARTICDLAR1 SAC+QMATI N 0 SO ALLUMINIO y DIPiNTI O ADESIVO D Z _ SdRIT-TA SAGCWTA r.+ ~ WALLUMINIQ DIPINTA U OADESIVO Ql y O [6 j erw a` o PARTICOLARI SAGOMATi SU ALLUMINiO - MPIN71 O ADESIVO r' CL _ V - O U N C -67' O d O vk ' o on an r> SCALA 115D Z rl,Nry;.;I09AV1 DIPINTI on C U C N PMS 124 - - PMS 109 PMS 299 PMS 109 PMS 300 W11� o a a u RAL 1007 RAL 1021 RAL 5015 RAL 1021 RAL5005 WIGGLES WORLD - BIG RED PLANE CONCEPT 0 iti 0 N 90-L L-L L :01ea 1�joi :Aa pau8{sap Aasiar MaN / Puelliu3 MaN / OSPAU :�Jed PIioM salga!m :aaa[oJd :saION 1:)3[0-Jd idaauo:)diysAeld :auaeN 8ulmeaa Q 4J u — c 0 u Q W A CL 1 ----J 4 _ S ` -- 0 -� Ln L q - ateLL vi In k f f=: f ' V J i I + a � — _ _ _ I lk !1 ssi 8 .7A MPE P% ART 99 •nc.•�,uc•e�JR ca+e•weK, Ji IP L6 _ PMS 299 PMS 109 PMS 295 RAL5015 RAL1021 RAL5022 SWIRLS NOTE: SHIP SPECS ARE TO BE SENT AN ADDITIONAL SPEC SHEET c z M V rn M � cw A nF N S 0 0 v Mn IL IkL M r EETM!M r r A N `� w Z c o� adw a� i 01 i Drawing Name: BRC Station Elevation Project Notes: Project: 2007 Wiggles World Park: SFNE Designed By: Jerry Johnson Date: 12-11-06 9ooeeG e usAorf a :« p d (l Pu aal u]maN :$q P1 0a¥ :Qa[d _ :eQNpa d Vlj&:=D2� tWk @l�dMM @uA kAeq AM ` $ > E � L 0 u \ - 2 � \ } e} k\ ' :- .2 - �, | § 2! !t § ■k i! � | l ;§ Rip � e H- !2 - -\ �! ' C § k\( ' . c $|2 � 0 �i; k§k w ! _ . 0 . . � . . � ƒ . & ■ RLLJ - � §� 90-9•ZL :ale0 uosuyor tiaar :Aq pau8ksaa 3NAS Wed P1aoM salbsim LOOZ :pa(o)d SAM :sa7oN 73a[oJd uoPen013 do45 apE MM :aweN 5u►mei(I Y m .a I .r ~ Ml I 0 r z z< faa 0 r Z O a W YY.YYL G a = n �FII t: V a O J � II a 3 ; , m W W wvi 90-9-ZL :ale(] uosuyor Aijar aAq POA.Lsap )A Z Tm 3NAS :Wd U. so PIJaM salsbim L00Z :1oa[oJd ram }t� :sa;oN 17)a(o)d pueIS �ueuS AwwnA Awwn), :aweN 5u.Lrneaa 40= N N 'U z o O 3 <y u y C' w 5 } u a z > z w 0 .-e 1 z O S 9 yE - Z a �n Y u - a W W Z J LLs /', _� w or Issued for: Review Date Issued: December 8, 2006 Si* x Flags New9 � Latest Issue: December 8, 2006 • Ki* ddie rea iS *te Plan 1623 Main Street Agawam, Massachusetts No. Drawhg Title Latest Issue Property C-1 Legend and General Notes 12/8/2006 Owner: .. C-1 A Overal Plan 12/8/2006 Premier Parks & Stuart Amusennent Company C-2 Demoltion flan 12/8/2006 1623 Main Street C-3 Layou and Materials Plan 12/8/2006 _ P.O. Box 307 Agawam,Massachusetts C4 Gradirg and Drainage Plan 12/8/2006 C-5 Utilities Plan 12/8/2046 NG OW Applicant: t' rxoisCT Sig Flags New England W- LOcinoN r- C-G Site Dstails I I2/8/2006 �"TM 1623 Main Street c -+ P.O. Box 307 �- C-7 Site D,tails 2 12/8/2006 — , Agawam,Massachusetts - U, U Fri Usetes Assessor's Plat: K3-3 oAneUtie. Lot: l —� w M Site Location Map T 0 M`FW rJ� Reference Drawings Sv--1 Existing Conditions Plan 11/3/2005 APPROVED BY AGAWAM PLANNING BOARD ! Date Vanasse Hangen Brustlin,Inc. Transportation Land Development xiNHj. / Environmental Services FuwnL (f CIVIL One Federal Street,Bulding 103-3NS P� Springfield,Massachusetts 01105 413-747-7113/FAX 413-747-0916 L _.. p Legend _ Abbreviations Notes: tm Exia Prop. Exist. Frog. General GCOBFBI 14y9ut and Matelials Vanasse Hangen Bmstlln,Inc. CONCRETE ABAN ABANllON 1. CONTRACTOR MALL NOTIFY"013-SAFE•(1-886-344-7233)AT LEAST 72 HAIRS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB,FACE OF BUILYNG FACE OF YLLLL,AND CENTER LINE nmspomd00. -� ecIt PROPERTY LINE 0 HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP E%CkYAfNG OF PAVELZNT MARKINGS,izp.ESS OTNRERIlS£NOTED. �Viiam tnnt9l 50i-vLCCE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SEOIRITY AND JOB SAFETY.CONSTRUGIION 2 CURB RADA ARE 5 FEET UNLESS OTHERWISE NOTED. PROJECT LIMIT HE RPRAP AOJ ADJUST ACBMTIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. ^--- RICFIT-OF-WAYpROPERTY LINE CONSTRUCTION ENTRANCE I CURBING SHALL BE BITUMINOUS CONCRETE CURB WITHIN THE SITE(UNLESS OTHERWISE INDICATED ON One Federal Sheet APPROX APPROXIMATE 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS AND WALKWAYS SHALL BE THE PLANS. BDilding 103-3N CONSTRUCTED IN CONFORMANCE WTH THE FEDERAL AMERICANS WIN DISABILITIES ACT AND WITH '"" `� _ �' "' FJWSENENT .yy rex 273s rcx STATE AND LOCAL LAWS AND REGULATIONS WHICHEVER ARE MORE STRINGENT). 4, SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMFNSONS AAND DETAILS CONTIGUOUS TO THE SPrCiIL1d,MassacLusetta01105 TOP OF CURB OLIYA710N BET BITUMINOUS ( BUILUM INCLUDING SIDEWALKS,RAMPS,BUILDING ENI7TANCfS"STAIRWAYS,UTILITY PENETRATIONS, 413-747-71E3•FAX 413-747-0916 10+00 BUILDING SETBAIC M85 IHx 26.55 IICx BDTTOM OF CURB ELEVATION ES BOTTOM OF SLOPE 4, AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED PATH IMPERVIOUS SURFACES CONCRETE DOOR PADS.COMPACTOR PAD.LOADING DOCKS,BOLLARNDS,ETC. 1—i� - BASELXE (BUILDINGS,PAVEMENTS,WALKS,ETC.)SHALL RECEIVE 6 INCHES LOAM AND SEED. r� I#15x SPOT ELEVATION BWY 4 BRC:.SE', WHITE I ANE LINE 5, PROPOSED GRA NTE BOUNDS AND ANY EXISTING PROPERTY LINE k-CONUMENTATKW DISTURBED OUTING ---`- COHSTRUCTION AYGADT SSA Iwx uo m 5. WITHIN THE!TITS OF THE BOLDING FOOTPRINT,THE STE CONTRACKR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFES$fONAI UCENgSE0 SURVEYOR. 5s5 Bw m!ev TO'A BQTTOM OF WALL ELEVATION CONC CONCRETE EARTHMIURK OPERATIONS REQUIRED UP TO SUBGRABE ELEVATTGNS, ZONING ONE � y 6, PRIOR TO START OF CONSTRUC11pN,CONTRACTOR SHALL VERIFY E?70S11NG PAYENENF ELLVAl10N5 TOWN LINE SHALL BORING LOCATION OYCL DOUBLE YELLOW CENTER LINE 6. AREAS OUTSIDE THE OMITS OF PROPOSED WORK DISTURBED DY THE CONTRACTOR'S OPERATIONS AT INTERFACE WITH PROPOSED PAVEMENTS,AND EAST1NG GROUND I ELEVATIONS ADJACENT TO 8 TEST PIT LCCADON SHALL BE RESTORED BY THE CONTRACTOR TO THOR ORIGINAL CONDITION AT THE CONTRACTORS DRAINAGE OUTLETS TO AS5tlRE PROPER TRANSITIONS BETWEEN EASSTI IG AND PROPOSED FACLITIES EL. ELEVATION EXPENSE. OMIT OF DISTURANCF QMw Q NW MONITORING WELL 7, SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRRESENTATIONS AND ARE NOT ELEV ELEVATION 7, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE NECESSARILY SCALED TO THEIR ACTUA€.DIMENSIONS OR LOCATIONS3 ON THE DRAWRNG3.(THE WETLAND LINE IBH FLAG ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY. CONTRACTOR SHALL REFER ID THE DETAIL SHEET DIMENSIONS,MAISNUFACTURERV LITERATURE,SHOP 107. x SPOT GRADE ON DECK EXIST E)USTING OR OTHER EVIDENCE,THE CONTRACTOR SHALL STOP WORK W THE VICINITY OF THE SUSPECT DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR:LAYOUT OF THE PROJECT -- FLOODPLAIIf MATERIAL TO AV=FURTHER SPREAOLNG OF THE MATERIAL.AND SHALL NOTIFY THE OWNER FEATURES —UG— —uD— UNDO FLAIR FOR FOUNDATION IMMF.DIAIELY SO THAT 49 APPROPRIATE TESTING AND SANSCUUMT ACTION CAN BE TAKEN. -- V TNCSt19JECT CO FLOODING Imo_ ro 12T)' DRAIN R CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS CX PLANS SPECIFICATIONS,AND BORDERING LA - FEE FIRST FLOOR ELEVATION & CONTRACTOR SHALL PREVENT DUST.SEDIMENT.AND DEBRIS FRCM EXITING THE SITE AND SHALL BE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS,BUT SHALL VERIFY LOCATION OF PROJECT �t g•R0� RESPONSIBLE FOR CLEANUP,REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLAMS AND SPECIFICATIONS THAT ARE WER,ANO RUFFR ZONE ---6"RD---- ROOF DRAIN GRAN GRANITE SUPPLIED AS PART OF THE.CONTRACT DOCUMENT$. -' _ —t2'S_ �iYGr 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRL-D BY THE CON7RTACTOR AT NO NO DISTURB ZOE SERER cm (TIRADE TO DRAIN ADDITIONAL COST TO OWNER,Fu FORCE MAIN ],31010)It100 20O'RIVERFRON AREA LA LAFIDSCAPE AREA tO. CONTRACTOR SHALT.CONTROL STORMWAIER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE -- —cm— —ITN— OVERHEAD Wft IMPACTS TO OFF SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF 1, THE CONTRACTOR TO REMOVE AND DISPOSE OF E)UMG MANMADE SURFACE FEATURES WITHIN THE LOO LIMIT OF OISTURBANCE ANY,AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS,STRUCTURE$,PAVEMENTS,SLLAGS,CURBING,FENCES,UTILITY - -- --- - GRAVEL Rclu —I-p— WA`.Ek POLES,SIGNS,ETC UNLESS INOCIIIIETD OTHERMS<C ON THE DRAWMNRS,R94M AND DISPOSE OF - EOP - — _ EDGE OF PAVEENF —4 n-- ---4•FP-- FIRE PROTECTION MAX MAXIMUM 11. -M FRO,ECT DISTURBS MORE THAN ONE ACRE OF LAND TIRO FALLS'MRH1N Ti1E N PDFS EXFSTRNG VTHT.LTIES,FOUNDATIONS,KNO UNWTABNE MATERIAL IMTI THE PROPOSED 9U:um CONSTRUCTION GENERAL PERMIT(CG'P)PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF FOOTPRINT AND TER FEET BEYOND ARID BENEATH PROPOSED DREMOR COLUMNS,PER GP.A'NING$ ,.,.. 017UMINOUS BEM —2'GW— DOMESTIC WATER MIN MINIMUM CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A AND SPECIFICATIONS STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. Bc,. BC BITUMINOUS CUB GAS NIC NOT 1N CONTRACT CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 2, EXISTING UTILITIES SHALL BE TERMINATED,UNLESS OTHERWISE ROTTED,IN CONFORMANCE WITH LOCAL, STATE,AND INDIVIDUAL UTILITY COMPANIES STANDARDS SEPECIFICATIONS,AND DETAILS IKE ---Gc-- cc WNCRFTE OLIO —E— —E— ELECTRIC NTS NOT TO SCALE 12. PRIOR TO THE INSTALLATION OF ANY SEWER OR WATER LINES,THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL 000R01NAlE UTILITY SERVICE DISCONNECTS WMIH THE UTILITY __— -A- CURB mu 07M —SIN— —STM— STEAM PTHE TOWN ERMISSION AGA M ENGIAENTNO DEPARTMENT, NO PIPING SHALL BE BACXFlLLED WITHOUT THE REPRESENTATIVES. PERF PERFORATED 3, CONTRACTOR SHALL DISPOSE DF DEMOLITION DENS IN ADCORDANWCE WITH APPLICABLE FEDERAL, EXTRUDED U*%RETE C128 ---T— —T— TEIEPNONE PROP PROPOSED IJWilles STATE,AND LOCAL REGULATIDISS,ORDINANCES,AND$TATVTES. a^ -.� MONOLITHIC COMB:CURB —FA— —FA— FIRE ALARM REM REMOTE oc Pce PRECAST CONCCORB —Caw— ---CATV— CABLE N 1. THE LOCATIONS,SIZES,AND TYPES OF EX15ONG UTILITIES ARE SHOWN AS AN APPR0,11MAlE &OS(OBCDOtITD1 BET RETAIN REPRESENTATION ONLY.THE OWNER OR IT'S REPRESENTA71YE(S)HAVE NOT INDEPENDENTLY VERIFIED --= ---- m' SLOPED GRAN.EDCING THIS INFORMATION AS SHOWN ON THE PLANS THE UTILITY INFORMATION SHOWN DOES NOT 1, PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE OONIRACCTOR SHALL NOTIFY APPROPRIATE IO ■ CATCH BASIN RID REMOVE AND DISPOSE GUARANTEE THE ACTUAL EXISTENCE,SERMCEABIUTY,OR OTHER DATA CONCERNING THE UTILITIES, AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SEHGTWN ON THE PLANS AND AS -- C--- vDC VEfRT.GRAN.ORB NOR DOES H GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT IDENTIFIED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCl1MFNTS>PERTAINING TO THIS PROJECT. _ 10 m DOUBLE CATCH BASIN R&R REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS.PRIOR TO ORDERING MATERIALS AND BEGINNING -�� OMIT OF CIARBTYPE + GUTTER Id,EC CONSTRUCTION,THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MECASURES,AND REMOVE SEDIMENT _w _ SAyFOU -7 SWEL SOLID WHITE EDGE LINE AND LIEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND,SHALL CONFIRM THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTEER EACH STORM EVENT AND 0 • DRAIN MANHOLE THAT THEME ARE NO INTERFERENCES MIN EXISTING U111JUS AND THE PROPOSED UTILITY ROUTES, DISPOSE OF SEDIIENIS IN AN UPLAND AREA SUCH THAI THEY D03 N07 ENCUMBER OTHER SWLL SCUD WiITL LANE LINE MIaBDWG RITES MINIM THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PRO7TGTEO AREAS. OVEDING aRy= N® TRENCH WAIN IS TOP OF SLCPE 2 WWIERE AN EXISTING URuTY IS FOUND TO CONFLICT VAIN THE PROPOSED WORK,OR ExsmNG 3, CONTRACTOR SHALL 64 FULLY RESPONSIBLE TO CONTROL CONSIRt3jC71CH SUCH THAT r C PLUG OR CAP CONDITIONS DIFFER FROM THOSE SHOIN SUCH THAT THE WORK CANNOT BE COMPLETED AS SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAA%WHETHER SUCH SEDIMENTATION ITN WILOING ENTRNCE Hq TYP TYPICAL INTENDED,THE LOCATION,ELEVATION,AND SZE OF THE UTILITY SHALL BE ACCURAIELY DETERMINED IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT. L • • CLEANOUT WITHOUT DELAY BY TINE CONTRACTOR,AND 114E INFORMATION FURNISHED IN WRITING TO THE rRI LOADING DOLT( OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO 4, CONTRACTOR SHALL PERFORM GONSTIRUU014 SEQUENCING SUCH 7THAT EARTH MATERIALS ARE 6 ► FLARED END SECTION NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE OOWREO,E"SE€DED.OR OTHERWISE BOLIARD HEADWALL U� ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE 7HIE CONFLICT, STABILIZED TO PREVENT EROSION. \-! V (dJ (]G OUMPSTER PA( CB CATCH BASIN J. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS.DRAINS.AND DITCHES IN ACCORDANCE WITH S. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PEFRMANENT GRWNO COVER, SGN ® • SEVER MANHOLE ELEVAIFONS ON THE GRADING AND UTILITY PLANS. CONTRACTOR SHALL RELIOVE AND LNSPOS_OF EROSION CONTROL IMEASURES AND CLEAR SEDMENT ChipCORRUGAIEO METAL PIPE AHD DEWS FACM ENTIRE ORATNAGE*iD SEWER SYSTEMS CURB STOP A!BOX x �c pOJBIE SIGN9 P, RIM ELEVATIONS FOR DRAIN ARID SETA I8 ROT MANHOLES.WATER VALVE COVERS,CAS GATES,ELECTRIC CO CLEANOUT TELEPHONE PULL BO%E5,ARID MANHOLES,A OTHER SUCH ITEMS,ARE APPUMAIE ARID SHALL - Act xt SHALL BE SET/RESET p5 FOLLOWS: EXi91nK CADd1hOD51U_foTRLaliOa STFEL GUARDAIL 01 ® WATER VALVE&BOX DCU DOUBLE CATCH BASIN 15$ TAPING SLEEVE,VAL1+E&BOX A PAVEMENTS AND CONCRETE SURFACES: FLUSH 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY'AN ACTUAL FIELD SURVEY WDOD WARDRIL DMH DRAIN MANHCLF PERFORMED BY HERITAGE SURVEYS IN 2000. Ny0 44 SIAMESE CONNECTION B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSHUSH Hro OP CAST IRON PIPE 2. TOPOGRAPHY: ELEVATIONS ARE BASED ON NGVD DATUM. PATH O 0 FIRE HYDRANT C LAROSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE ---- RT: VA cow CONDUIT SURROUNDING AREA AND TAPER EARTH TO ME TOM ELEVATION_ -rvy-eyt TALC UNE o ° RATER METER "'• "' 0i1i rry my DTP DUCTILE RON PIPE S. THE LOCAIEON,SIZE,DEPTH,AND SPECIFICATIONS MR CONSTRUCTION OF PROPOSED PRIVATE -x—ar- WIRE FENCE • POST INDICATOR VALVE Oe"411d°y ETA! °j E!M °y W UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REOWREMENTS PROVIDED BY,DART F'E$ FLARED END SECTION APPROVED BY,THE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). tAn aoaw ty pProM y -o-- - ---- FENCE © STl WRYER WELL FINAL DESIGN LOADS AND LOCATIONS TD BE CDOROINAIED MIN OMER AND ARCHITECT. b---a--- �—.- STOCKADE FEES R" CrGAS GATE FM FORCE MAIN c`a'MOne 0e7i Dgcatn6er 9,2006 0 7 8. THE CONTRACTOR SHALL MANE ARRANGEMENTS MR AND SHALL BE RESPONSIBLE FLYi PAYING FEES P.At nua e]C;pppC> •ICY-mb STONE WALL Ga p GAS METER FIND FRAME AND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSIMENT OF GAS,ELEOIIIC,TELEPHONE, FIRE ALARM.AND ANY OTHER PRIVATE UTIU'IES,WHETHER WORK IS PERFORMED BY CONTRACTOR Six Flags New England HFTAINING WAL nw m FRAME AND COVER OR BY THE UTILITIES COMPANY. k --. — —.•. SIREAM/POD/WAVER COURSE • ETECI£eC MANHOLE m GUTTER w.Er 7. UTILITY PIPE MATERIALS SHALL BE AS FR.LOWS,UW.£55 OTIREAWISE NOTED ON THE PLAIN Kiddie Area.Site Plan yI �, n a ECECURC MEDIA — --�"- 9EDENTION MR? 0T GREASE TRAP - STORM DRAINAGE PIPES STALL BE HIGH DEtNS7Y POLYETIiELYNE(tiOPf) I RAY BAITS 4 LIGHT PCLE ' ' HQPE HIGH DENSITY POLYETHYLENE PIPE & S17E CONTRACTOR SMALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH 1623 1Naio$beet --x-•-x-- --x—x- SILT FENCE 0 em TELEPHONE MANHOLE EXCAVATION,INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS Agawam,MBSSachuscM _ HH HANDHOLE sucH AS PULL BOXES,CONWLTS,DUCT BANKS,UGHY POLE RASES,AND CONCRETE PADS. SITE — ❑T ❑T TRANSFORMFR PAD CONTRACTOR SHAH,FURNISH CONCRETE ENCASEMENT OF DUCT BANNS IF REWIRED BY THE UTILITY ----4---- —4— MINOR CONTOR HW HEAOWALL COMPANY AND AS INDICATED ON THE ORAW,NGS. --•26- _20— MAJOR CONT47R • UTILITY POLE HYD HYDRANT 9. SITE CONTRACTOR SHALL EXCAVATE AND BACNFILL TRENCHES FOR GAS IN ACCORDANCE VAIN GAS CO P3" REQUIREMENTS. Review 10 TO PARKING COUd 4]Y PILE INV INVERT ELEVATION 10. ALL DRAINAGE AND SANTARY STRUCTURE INTERIOR DIAMETERS(4"MIN.)SHALL BE OEIERMm BY Ct0 COMPACT PARING STALLS GUY SIRE&ANCHOR I. INVERT ELEVATION MANHOLESMANUUFACTuRAERR B2r�ONINTUDEPPIPE TIRO GREATER,"S SHOWN O THEDIASE P SHAM BE 5 FEET. Not Approved for Construction Ori On HAND HOLE LP LIGHT POLE DOUFA.E YELLS ONE Ell PB o LI PULL BOX 5< S. STOP LINE _ MES METAL END SECTION L7 IIIjIIIj�II CROSSWALK IIIIN111111I — ' -- MATCFRIINL PWW PAVED WATER WAY Legend, rev13t1OIIS r ACCV-1aE CR6 RAMP PVC POLYVANYLCHLORIDE PIPE and Genera Notes �4 ACCESSIBLE,IRKING RCP REINFORCEC CONCRETE PIPE VAN-A=MLE PARKING R- RIM ELEVATION w� nuI SMH SEWER MANHOLE. n,,,,Ho romle« TSV TAPPING SLEEVE, VALVE AND BOX LIG UNDERGROUND UP UTILITY POLE y J"r FUI cnnL s�<.I �J'c'm s holsc!Mwmm Lai, G i,Vx VHB Vanasse Hangen Brustltn,Inc. — � � Transpostetion 1 + ' --._ land Development Environmental Services oft podew Strat Building 103-3N w Sprineeld MusaeLixsotts 01I05 413-747-7113•PAX413-747.0936 = DI .. Sol - ..� � f LLL p O 100 0 100 200 SCALE IN FEET • -...,,,,.._�.. u —_ .� % (-� \C ° :•� `Y�' !4� // Ro. Ravhlon 901. VO+a by E1Fl ID�o.o nr E1M ena�k.a br JJF" S.I.p—lo0, oot. Dw m6u$2006 1 - R i 1 — _ a Six Flags New England � , I � a � F Kiddie Area Site Plan f a f f �_' _-"°'b" x °z v sa 1623 Main Street R � f s Agawam,Massachusetts flr j1J 4 fI �`_��_y °• - ' — i Review ��- (I Not Approves for Construction I Overall Plan 11 MHN woo N�mb1. e FURM I J. CIVIL Sh.t lil .eN�n 41010 4 9 "�S�FAk6 lEl e a R ESS:^.h.t AG Projrct Numb°• P.\16000.06 cg soi\IGddie L Aw FE om 0 — YM 0.,m,,I (for rl DMH13) —� ® 0 FE 7 "ml Vanasse Hangen Brustlin,Inc- t FE 6FNCM i WORK LUT LINE .max ., TrenSpa[Taban /J ® '¢ TT-FPS Land T1ovdopmmt j I 4 lopo Q ," • 2�•,,,, I:+, EuVuojunenlak Semm TD 7 I I r one Federal street 4 _ /S ® x a Bu"uE 103-3N Spr+ng6t1d,Massachusetts 01105 yp I T�..V �110 413-747-7113-FAX 413-747.0936 Y � 0 j a Lt1CGF '11L� CA TD 7 ! ff] 5 TD �h U \/ D OVE °SHROVE i.t P~7F 7J.41' \ 51iR09 J W PLI \ rri�pp .` REMOVE I \\ 4S.] C3 WORK LIMIT LINE ` RIOE• 4 cif o ��.w REMOVE woow R OGATE CURB A 5 NO IME R q`3-` 20 0 20 40 r 4y SIONO GAVE To n O z( I SCALE IN FEET r a „r 1 F PRENOAilSp G colossus M ® i 5 LOCATION w EZZSA A REMOVE+ 1 � a A . 1 1 REMOVE lP1 3 �ny. �'1 o,ssgma er£!M o.w"ar£!M a,"s.a br JJF REMOVE BARNSTORMER — � P Aun y cM dleck etl byWAmvon GY ~,¢ REMOVE.� eR AND SEVER E e A t R - 1 score 1n"�9, 9me Dwomber 8.200b t j1 11' �i � lnpcl n4. tj Six Flags New England Kiddie Area Site Plan r a K'ddi Ar 4 REl v"E CURB' rE ' WORK UW LINE REMO� � RE,ROVE d-4r � ~ � � +�. �„ r � .N.. � � °�..�, s V Y„� Q 0� 1623 Me[n Street DM g8 EXISMNc�i-1 n. WALL t I 1 ... .` ' v� CA N TE �\ CJ y1 9 � I � I �y Agawam,Massachusetts VWE �''� 'ti I t 1 1 —WORK uMii L.Ne � 'A Review IRE��101 ER A { REMOVE 472 / Not Ap med for Construction t ` r y(A I I •N A �1 {7 ` w.y nu. ' REMOVE o � S0S"j' z DM!-f 83 De Molition Plan ---�."-' -- •--- -..' "�. -._ .. D— - c Ifl" TILE ,��- 16' Tlf�r— _ ISTiNG H.P. GAS - �� 32" 'n C7LE -_ _ o C7 �a -...�— o CL"] !3 �' 6" TILE Q I� We-R9 N"mee. J —2 ao C NNu_ FURM N IRv fy..pvc nor IVao sn.et3 a8 93 CB DMN J �° °a°�F"�$¢ �2 CB 9� / inV 12 PVC 7T.:gg' _ �MAwg P.VDoOs.oD\caeVd\manses\Klaale Lana\,M,d„+ Vmsite Data Chairt © ® WORK LIMIT AREA: 1:94776 SE EXISTING PERVIOUS AREA: :32,781 SF Yanasse Hangen Brustlin,Inc. EXISTING IMPERVIOUS AREA: '59,997 SF 'i'ranspostrtion ® (� 0 7 i PROPOSED PERVIOUS AREA: :25.103 SF Land Development LJ rr�� Eovitanmenial Suviaes PROPOSED IMPERVIOUS AREA: (67,675 SF \ t 2 CHANGE IN IMPERVIOUS: 8.2% oue)Rc4c l5VeU \ } Building 103-3,Y WOW 1® 0 \\ \ \ Springfield,Massachusetts 01105 I I ` LIMIT LINE \\ ;.\\ 4M747-7113•FAX 413-747.4916 ,c \ U 11 -I 0 Sigh Summary SC-1 EqT ONLY! �j r— ~1\ \ SC-2 ; (ORIENT ARROW wDE DgRAWCE NOTE: _ _, \ �+\ AS REQUIRED) �''--J RIDE MANUFACTURER AND SIX E2s�7Da.7_..�— — ,gym FLAGS NEW ENGLAND PERSONNEL TO FIELD CHECK FENCE AND WALKWAY RIC RED CARS G'S \ FASTLANE @ rAOA PLACEMENT WITH ALL EXISTING AND /� FF-7a.8 5 ` �� \ SC-3 ' AO�S51&E11R PROPOSED RIDE CLEARANCE AREAS TO ENSURE RIDE SAFETY,ZONES ARE r �f 3� M \ - MAINTAINED. L3 LOAM a LO �t{379916.9 ` \ SC-4 (ORIENT ARROW FASRANC ONlLY SEED ® (}'-•--Q--� - �r 6 Ec E797 8Q e� �'' �'a1 \\\ .p. \t\ AS REQUIRED) �/� �\ SC-5 : ACCESSIBLE AN .� \ 0.CC{59a1E RPWYE / Y WORN DMiY LINE NSBOb� N9 'B ® E297S25.8 E2a781 2 SEArN0 �Ch AREA ENTRANCE 9,GN _h RETAIL 5 P ' 11 ... CONCRETE SUMP r. SPACE o r n'STAGE ¢ .R Ms+ c THERS DECORATIVE [? ,..,. 20 D 20 40 L7 Q >• N36DOss,1 �«. 3799 3b CE Q e.,Q SCALE IN FEET �> o L�ANDscnPED tiJ r" yam_•! O py AREA OECORAII •. - 1:ASI� � FENCE A r ' Y b.. •v r A��s f".�.• AND PLA w0 xF^'d"r ro ECC Jr\ $7 SCREEN FENCE —,,,., . AREA A U FENCE d ' ;.,?,i-• -�;,Y: IjFi;y' r CDIVC �'. DELORAl11111VVVEEE .. gip' 5�1::!Y• _ .F "" %' RAUP "i f: FENCE SMRAGE :t ' � AREA `.� • '•k J:J•y.:� ONC - ;., v.::, ,F1 �r�• .` •§'` .��_ ��:�';; ,.�' �.1"^ U - SIDEWALK �"� ',S' J �` p r < F f I ANMAD CRETE j e{..'. .A4i�h. Na RmUbn Deb Gam. l CAP7AM d.f-.., R - IFCUND,U7 I r ,ar FEATi1ERWORD .n✓�Jf`f' :5. �- IRATE SHIP.^s ?[[ ,�his,(• /� \ �4`.�hE- ar y urradtlW . �-s I ry .•;t; cro m.u<.e er Mare,ea br l ENTitANce I s �i 'r;t;;t s:•',a±A 1 Jaa1i 1 20 °o1i De..tera.2006 ! r- ?•;: + PORTAL .i.>:r �+�•„r�,:^:" � .... T, Sim Flags New England Kiddie Area Site Plan ,SEATINO T 1623 Main Stred ARE. Pr q Agawam,Massachusetts .>` T$AWCO �* I / ' a o `" ®e AFEN / f 1 WORK LIMIT LINE (� U� ,.�- Q� Review eR..�" ENIRIN � a � f Not Approved for Construction ®� I PORK LIMIT LINE Layout and Materiels Plan FV f . CIVIL U sGec- e s a J� ��•- F�61�010 ,¢ SM1eel E, °E �r �lal—, Lm'<iws lx ❑ fll X co ® CB x c�u F 5 �X °max uO Wp /.1 ti vim X i i U� _— AF „�� { { x "' h Vanasse Hangen Bmsffln,Inc. Ou 7 i o (apt rl y Dt�tf 1 T �� X l J Vi �> > w. `Q L.Ud TrwDevelopment U7 L1Yt7 u+¢ 1 ' .x ".-,,. X� Env'voomenlal suvias 0 "a --- x ^ 1 t ono 17edecet sarcet a ti. BuRding 103.3N In STD 7 1 / s springfieK Musachmas 01105 O X X t� ,q .10 ` 413-747-7113•PAX 413-747-0916 co moo(/ TV 7 QP 7.2 LtIC Rm CARS 4' LrjX F� In -- —•° h � � +.4 � < ®,ct�, yam, � �..._ I v)( „Cart LYT LINE yo_ yK.f Chh'7JFiEi 1 �. mZt sEATMGAREA l v 8 FAIL S4tOP MI STAGE 74.F�� mz l g a �¢REO A / lJ r K M m ro ;X 'a'" zo o za 40 SCALE IN FEET \ I� 4 w''r - 1 7LF o ,+„{.il+a• ?+4t ti.,.ii.;~"::r, s'y; BLDG .� X !' I' X X F MATE Nr E HrS ' IRAP £.7 Jp n s k.. R.� ooW..a by EIM "—by EIM a- ",kF •ea•+e by <XiX71 — \ xd.1�. 0, vet. 1]xemlrer8.2006 ' q seATPiC •.`�t:: x 7 ti }, II]] Six Flags New England 1 lls A% AR[A x 764 �3 X '• a Q 1 = Q � 1 Kiddie Area Site PIan FLOODEo 1 CLEAR P WORK U IIAEMS 9 TO6 re �� Q 1623 Main S11PRt FOUNDATION. h x q r q �1r ••• .� .�8 PRE he Cr To O s Agawam,MassacbmeM In X LIK v�� IN { t ' %DRK WRT LINE �� Review 4 01 ?C� / , } r !!! d ~ �. 472 Not Approved for Cons=ction 1 f Q 6 {Y7 ` v ON X ,.a, " �y ., ��a ,•,=n ,� rttL ^ Grading, Drainage and � 0 Erasion Control Plan •X co �b _ DMH 83 D C ta" nLEL�y " < _ - . ..— �. — 78" TIC o X STING H.P. GAS C h x CB , X X • -4� 8" FELE ��' X �� h S h l .fin L X � ' ktlalklud 4°'�Sp U� � IITv Ls' crvlL 1�• Z1L "PVC 73.4i' r+ea^vly* � C� p'o,1,p�L,y,R ? 4 •8 n ftjt 1E------------- !F rl O rnv 12" PVC 71.85 r� 4d.dw� vu\uuu iu\u i.uw r. ivuva. ri uxei i r Dui FE 7 AH \ for( �I ® @ C) Q FE 8 �q DMH13) .�� xrlrNc u�ar urn ® rr-FEs zl s �^ I I w I \0 Uanccsse Hrxngen Brusllin,Inc. y� TO -7 ® / ` Inv ° ` TrmLam omtoopmeot 10" LAB G y. BnviroameRta3 Servixs LUGGE v o a ` \ One Pe Streee! TD 7 v Buildingg 10 103-3N {3 0 ` A.B Spring5eld,]flassachunelts 01105 (� ® I 413 747-7113•FAX 413-747-0916 Cr'J I �• \ \ O �� L3 alc cans PLUGGED� ` TP 4r ® \ Ff \ \ CB1 </ a C3CAL ® 1 \I \\\\\ 1 WORK LIMIT LINE J� � OR AP �'` ®.fT�, t � t � a HCI�YW �\ �1- SF'ATWC AREA COD RE-DU �J AIL SHOP cur w r •o-ELBOW •:Hl r. .. 4 � 9 � SEA.1Lk EA TE3 r O '61G REO y .. IY do STAGE � 7f.2 N � '�v A w r STAGE E PiO..', r ,oiti o —LV r O 0 ��......I ➢} CAp WAiF.RLI E _ FXI8TING � � O _ EX �Te - i �4 :: IRLDO l � • yuNt.ONS • . e : RQpyrlp�,._ 4 STsaRACE _ -• .f�� • :�a :'::5' SCALE IN FEET T ` FEAWER IRATE wORD51itP RA O- nV as Nr L J y LJ° r J r] t}tt \ Nw ae�a bal• SEAII G ^�_ /� ti 4 ❑ owq-H bye', flown by E71 U-0"LY./�1'�a p 1 I 1 i� A -— A Exts Arc r 4� (� s<a.1�� 0� b•r. De mtc.8,2006 s tl z�„--g rt CLEAR P. • WCRK GMI7 LSNE Q� pal nus Q }LOODED s' i _ �RE�ECT'Ta Q o e o j Six Flags New England �� ry c)Q 01� Kiddie Area Site Plan FYI �-WRK LIMP LIk9 4f�1 1623 Main Sweet a Q p 72 Agawam,Massachusetts � ORK CONTACTOR 70 REVA]RK LOW VOLTAGE �ARQMD Po!!gEROROtIND h� Review RE K BASE IViOUN PORTAL Ol 4 FOUNDATION O $J t3at Approved for COT1BtrLlGtiOn DMN >g3 ° C 18" TILEED rL�F Utilities Plan SlING H.P. GAS --- •�� hM c$ / ,A. ¥ 4. 5P C� bC Inv#"PVC 773.4' N` d•a-s Hw.c« t2 i1t� foa N ��-JJJJ r P• NOTE: ELECTRICAL CONDUST RUNS Inv 12' � � c ]aert C-5 O f PROMcDED BY S$X FLAGS ��_ crv�i� �$ 93 DMii 92 C$ 91 ' NEW l:_NGLAND ELECTRICAL 7r 85 ce 7 I DEPARTMENT. Q P:\IOOD8,00\codVd\PlOnset\Klda�e Lond\DT.dw VHB Vanasse Hangen Brustlin,Inc. TUF RREATTMENT 7nnspotution VARIES Land DeMopment BnviwmnentRl 80-dow - FENCE MERE WALL Y4— � /�R �' HEIGHT / pAVEDAREA LAN HEIGHT XCEEDS b FEET Out redoral StreetE LANDSCAPED AREA B" SLOPE ADHESIVE SD711110g 103-3N SEE APPiECTIO VARIES VARIES• ADHESIVE PAVEMENT3ECP.ON$ COMMON FILL/ CAR Springfield,114LBIBlCh118CLtlIQ110.i COMPACTEO GRANULAR FLU_—� ORDINARY EDRRDW ! TOP COARSE EXTRUDED 413-747-7119•PA7C 413-747-D'916 SAYUCl1T - ° 0 0 Sa DEPTH VARIES CONCRETE CURB �-IMPERVIOUS FILL o�$ MIN. MIN. 12"THICK 'MIN. ' APPROXIMATE O e o 6 DEPTH ANtl SURFACE EXCAVATON 0"g FINISH TREATMENT VARIES �oo•R "•°°8°..4 �....�CONCR£lE L GEOSYNTHETIC 0 0, °° S a 8 8; .R 0.p WALKWAY ° MODULAR CCNVCAETE .a .T ♦' & FACING iJMTS REINFORCEMENT '�' po o Oo o° o°� i '.•,:_•P.1¢� --WARNING TAPE -K�_�. 08 e0 ' o � :0.�4°4, ', :a• a �.: •�p•;' •.�,O o�o�Q°a� �0°Map G° do CE FREE GRAINING x ■ b 9 a •F'po s 31 MATERIAL - - rr Lr S :C p I MIND TAMPED HAUNCHING COMPACTED BEDDING EDGE OF PAVEMENT COMPACTED YN.GPE TOI MAN) SEE NOTE 2 GRAVEL oe 12 COMPACTED COMPACTED 4-CEMENT CCNNCRETE �WAAL MESH WN. SUBCRADE ��DF (15".4tMtA) LEVELING PAD D"COMPACTED CRAYEL FLAT SHEETS (RYA'MAX STONE SITE) CENTER DEPTH COMPACTED Natal SUBCRADE Nam, COMPACTED sVISGRADE 1. WHERE UTILIT`TRENCHES ARE CONSTRUCTED THROUGH 1, ECC REFERS TO EXTRUDED CONCRETE CURB WHICH OETENTZON BORN BERMS OR OTHER SUCH SPECIAL ]Vote: IS CAST-IN-PLACE IN THE FIELD. SECTIOWILAR T PUCE TRENCH SCION BATH MA7ETS DETAIL PROVIDED FOR GENERAL WORMAnON ONLY. 2.WHEN EOC IS USED,CONTRACTOR IS TO DETERABNE SWILAR TO TE SPECIAL SECTION REOUBdLIAENTS. STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM THE EXTENOED LAYOUT OBAENSIONS OF THE BASE PWAM 2. USE METALUCTRACNSG/WARDNNG TAPE OVER ALL PEES. TO BE PROVIDED BY WALL MANDFACTLIRER BASED ON COURSE IN ORDER TO ACCWAODATE PLACEMENT O- 1,CEMENT CONCRETE SHA4 UE GEOTFCHNICAt ENGINEERS RECOMMENDATIONS. THE ECC. �� FOR HOPE PIE,DIMENSION IS 24 INCHES. 4000 PSI-TYPE tl Utility Trench B/G3 Segmental Retaining Wall Exh"udW Concrete Curb(ECC) B/03 Concrete Walkway at Queue Line N.T.S. So—MAB LO-300 N.T.S. Source: V,IB REV LD-750 N.T.S. Swrw:WR LO-4Ce r6le ROUND"TCH ROD cc RI C TAKEUP) GATE TRETCHER %' CHAMFERED TCP POST _. TRU$$R00 BRACE II II II NB EI Ilw Rbrfdbn vaR• fi WHITE CEDAR POST BAR BLINDS N*.4 by lu°,.°ly EIAI r.T,•p»4°>m, 11r BITUMINOUS TOP COURSE PIN AT END POSTS cno ono "by wr°.a ey X' BITUMINOUS BINDER COURSE WHETS CEDARSPLIT RAIL scde IM<. :�a ^pp aop j 5Yt (MIN. s' S ) VERTICAL MREMBERS TO BE N.T.S. DWmbft&,2006 SELECTED EBY THE 09MFR Propel T.4 p p O �• 4 wQ 12-COMPACTED GRAVEL i 18 D LINE Six Flags New England V.° °r°� o a° ,°°Sg pls - � 0o.SUCRETµ `IrC ''-s' Kiddie Area Site Plan FOR LATCH ROD II �SE(2�PSI) AUTOMATIC GATE BACOTOP SET IN 14231Nxain Street COMPACIED SUBCRADE m 10"APPROX. L} r FINISHED7 DLO FOR EAq:}t GATE MEN OPEN Agawam,Massachusetts bWAhm GRADE r+roed r,. Slanlrlyd Duty FiP�d�l�Pdement � J1 Notes: 1. TUBULAR PAW POSTS- Sm. ALUNIBUM Review -SINGLE GATE OPENING 7-T3', 4'NON.P.O. 44'NOV.0.0. 1` n f • a'-D O.C.TYP. .. THE ABOVE LIMITS OF THE OPENINGS ARE INCLUSMVE Not Approved for CDnsumian NDteei 2, GATE FRAMES B BRsIFS_ STEEL AI UIl11NIIM prpufnQ Ilpe Nn11 SCL'N011 .S90 NA.O. 1. FENCE DE51GN BY SIX FLAGS NEW -SINGLE LATE FRAME Oven S.W.' 1-Bs N.O.D. ,,,NO N.O.D. F('itCf Post ENGLAND VENDOR. 3, TBIIcs RODS- STEn Al NMINUM PAVEMENT SECTIONS RE SUBJECT TO CHANGE AND WILL BE 2.MATERIALS TO BE SUPPLIED AND D DIETER 31r 3/S' BASED ON THE fiESUPS OF FURTHER GEOTECHNICRL INVESMrAnONS. • INSTALLED IN CONFORMANCE 1WTH 4. GATE DESIGN BY SIX FLAGS ENGLAND VENDOR Details TREAT THIS SECTION OF POST SOUTH A CHAIN UNIC MANUFACTURER'S y,GATE POST BASE-PARTLAND CEMENT CONCRETE(2500 PSf}I. WOW PRESERVATIVE AS SPECIFIED BY INSTITUTE*PRODUCT MANUAL. THE FENCE MANUFACTURER. 6. FOR DESCIGPPON,MATERIALS AND CONSTRUCTION METIODS.',SEE SPECIFICATONS. NR •END POSTS TO BF USED ON LATCH SIDE OF SINGLE GATE:OPENINGS, D,e N x°,°e4r Bituminous Concrete Pavement Sections g/04 Split Rail Pence(Queue Line) Bro3 Perimeter Fence 6/03 Fence Gate t.• i�f.T.S. SPurca NUN REV LD-430 N.T.S. Sw4C We REV Lb-4e0 N.T.S. Swlce:MIS REV LC-Del N.T.9. Sal—VHB SOKNJ. FURMAN Crvn N° tow grc,R.F�a "6 "6 ereb.R x,.w.. urn»; P:\1o009.00\c°dVd\PI°n-(\Kiddie Land\DT.6M Vm Vanasse Hangen Brustlin,Inc. Tmnspmmtion W Land Development LIGHT POLE&ANCHORING l3nvimnmeoW Services 4 PROVIDE BASE COVER SYSTEM BY MFG. Ww� AS FURNISHED BY One Ford Sftv4 _ POLE MFG. 1'CHAMFER Building 103-3N RED CONCRETE w' LIGHT PULE BASES Springfield,Maind awn 01105 z IN PARKING LOT TO 413-747-7113•FAX 413447-0916 BE PAINTED YELLOW #3 HORIZONTAL TIES 0%2'D.G. 4-#5 VERTICAL-EQ.SPACED (2)-4-COMMUNICATIONS g- g- CONDUITS FINISH GRADE(MATERIALS VARY) 2'TYP.COVER c CONDUIT AND GROUND ROD CONNECT TO INSIDE METAL POLE (2)-4"PVC CONDUITS SEE ELECTRICAL PLAN FOR SIZE (2)- 4-LV CONDUITS 07 #3 REBAR I p5 REBAR • e, DOLT LAYOUT CONDUIT CONFIGURATTON AS SHOWN ON PLANS COMPACTED OR &MOUNTING UNDlSTURBEO 2'-0' MIN. PROCEDURE AS SUBGRADE PER MFG.SPECS 2'COVER COMM Plan ON REBAR s FEED Swdozk LV (1)-4- Comm - BRANCH Note: BRANCH LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO (1)- 4'LV CHANGE BASED ON FINAL POLE AND FIXTURE SELECTION AND GEOTECHNICAL SITE INVESTIGATION. High Voltage Conduits Low Voltage/Communications Conduit Light Pole Foundation Detail(Up to 15'Pole) o�D3 N.T.S. N.T.S. N.TS- Sauna; VAD L.O_310c 4! (MAX) °+ CATCH BASIN GRA 1Xr x%"x 4'WOO STAKE OR APPROVED EQLkL `(_` , g'+3 ° V,z 4q V 4 - S I"RFBAR FU4 SILTSACK BAG REMOVAL SILT FENCE `�� Na. H.wrwa Dole vd 0a.W.d by Worn by M rh.c by . a JJ Plan View `£ Lr,xx;� rxp m.uad N. .,R. ;� s`°'°N.T.S. °"• pecemMt'&,2o06 - a�b.1 nee ' IN Six Flags New England ENPNT Pisa View 4"(MIN. WORK AREA w..-�-�. CATCH BASIN GRAYS Kiddie Area Site Plan FILTER MOUNTABLE BERM FABRIC 1623 Male$tEYRt FLOW PROTECTED 11b"CRUSHED STONE SILTSACK f AREAAgawam,MassachusettsTOP OF GROUND Review 4-EMBEOMEN 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE(25)FOOTEXPANSIT (MIN.) MINIMUM.IN GRESS OR EGRESS OCCURS.BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE Sectio �,n Not Approved for Construction ho,/np iltl. PLACE 4"OF FABRIC 1'(MIN,) 2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH ALONG TRENCH AWAY STAPLE SHALL PREVENT TRACWNG OR FLOWING OF SEDIMENT ONTO FROM PROTECTED AREA PUBLIC RIGHTS-OF-WAY,THIS MAY REQUIRE PERIODIC TOP Noles: SACKFILL AND COMPACT B DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO I. INSTALL SLTSACK IN ALL CATCH BASINS WHERE INDICATED ON TRAP SEDIMENT. ALL SEDIMENT SPILLED,DROPPED,WASHED THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS 1-\�+to�ls A OR TRACKED ONTO PUBLIC RIGHTS—OF—WAY MUST BE AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN L REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. REMOVED. STAPLE PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED- 3. CRATE TO BE PLACED OVER SILTSACK. wood Stalin 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL joint Detoo 3.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE TO FINAL FINISH MATERIALS BEING INSTALLED. PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED 0,a i; N,,,,,y. Silt Fence Barrier 6/03 Stabilized Construction Eidt 6/03 SiltsI Sediment Trap a/03 �_� N.T.S. S—cc 4HB LD_650 N.TS. $p°rce:VND LO-682 N.T.S. S°uru: VHS Ln_874 v JOHNJ, FURMAN CML 5h.,[ of W410I0 7 B gSSiOkAv. �rojval H..r,pq OT.dwg N r s oJL kna,, �p o ti v t y / two, tr w 8 , N 00 C4 1 �, � x � g) s'�<F 7� X75,3 zti bar 0. X x 76.1 76.1 1 e o 6^ • � Sr-5 5 ^---^—•erg—"— ,. g � s � �k y k s XS 7261 ,4 5 X76 6.7 o 7 l x 52,i x s e � s X76, X a 7 s Ni X7 i 2.7 a x � F C 75,5 j X75.7 Q X73.I x7 a3 ! 0 6.7 X .8 64-6 X 7 5 ® zsaCpp o74.8 ` 55.2 X a 73 6 ps j TT g SkMDA M� s°Noa� 1 ; M 1N 7 $e X73.5 c a wv Q c 7z'cLn� o�aNi`i 54 W"" k 157. L Cl. 7 B ENN FROM op ! X 7 S cs IF f 1 ; x ^ 4 r I \ E 3,9 +f' ' O� 73.9' ,• �/ �j� �„ :// w�' ..� XCIO rr 7k3 it f 7&0 _ , 00 Q Q j' j �� j 74.I z X ° .. F T �;Zf � 3 ❑ � , ] � A � a f e F x _ p N ym� p $ m Q ql w m P? o _ m-i o ` +� 9 a. U4 a A° Site Plans I N Issued for: Review • Date Issued: December 8, 2006 Six Fla 9 s New ]England [r3 Latest Issue: December 8, 2006 S P lKiddle Area ite la 1623 cn Main Street Agawam, No. Drawing Title Latest IssueProperty C-1 Legend and General Notes 12/8/2006 . owner. C-1 A Overall Plan 12/8I2006 Premier Parks & Stuart Amusement Company 1623 Main Street C-2 Demolition Plan 12/8/2006 P.O. Box 307 C-3 Layout and Materials Plan 12/8/2006 Agawam`., Massachusetts C-4 Grading and Drainage Plan 12/8/2006 w n �a° Applicant: C-5 Utilities Plan 12/8/2006 PROJECT LNG DOW Six Flags New England C•-6 Site Detail 1 LOCATION e s 12/8/2006 SOUTH SHEET 1623 Main Street C-7 Site Details 2 12/8/2006 P.O. Box 307 ��.. Agawam, Massachusetts Massachusette Assessor's Plat: K3-3 connectYcut Lot: 1 Site Location Map t 0 1000 2000 Feet Reference Drawings Sv-1 Existing Conditions Plan 11/3/2005 Vanasse Hangen Brustrin, Inc. Transportation Land Development �`'" s g Environmental Services FURMAN G CIVIL a No.41010 One Federal Street, Bulding 103-3N 9a�FSSG0�A'- Springfield, Massachusetts 01105 10 413-747-7113 ! FAX 413-747-0916 Legend Abbreviations Notes: Exist. Prop.P East. Prop. General General Layout and Materials Vanasse .>�Iangen BrustZ2n, Inc. T r:-. ..`• CONCRETE �.. � Transportation EE 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 PROPERTY LINE HEAVY DUTY PAVEMENT EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. Land Development ACR ACCESSIBLE CURB RAMP Environmental Services PROJECT LIMIT LINE � j 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 0 0 o CONSTRUCTION ENTRANCE 3. CURSING 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 =Cx 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 413-747_7113•FAX 413-747-0916 BUILDING SETBACK BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, .0.100 --+ BASELINE 2s�' ge" 26.85 sCx 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. ss2.i5 x 132,75 x SPOT ELEVATION (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. - CONSTRUCTION LAYOUT BWLL BROKEN WHITE LANE LINE 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING 45,0 rNx �•a TWx 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&5 8W 310 8W CONIC 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 DISTURBANCE QMW Q MW MONITORING WELL EL ELEVATION EXPENSE. 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 FLOODPLALN ""c;n SPOT ORADC ON DE014 EXIST EX13TING OR OTI ICR CMDCNOC, TI IC CONTRACTOR SI[ALL STOP WORK IN THE VICINITY Or M-IE SUSPEOT DRAWINGS AND rICLD mrC 3vRcmENTS Or SUPPLIED PRODUOTO rOR LAYOUT Or TI M PROJCOT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER FEATURES. _ UD- -UD- UNDERDRAIN FDN FOUNDATION IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. t BORDERING LAND SUBJECT To FLOODING w 12� 12 :: 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DRAIN FFE FIRST FLOOR ELEVATION & 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 -- 8z WETLAND BUFFER ZONE -6"Re--- s'R. p � ROOF DRAIN RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE GRAN GRANITE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. °2 NO DISTURB ZONE -'° 12'S- I?s- -� SEWER 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO FM FM GTD GRADE TO DRAIN ADDITIONAL COST TO OWNER. 2oo•IZA 200' RIVERFRONT AREA - - '- FORCE MAIN Demolition --•oH�,r - - oHW 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 g^ � 8•W WATER LOD LIMIT OF DISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY --- Eo;' --- -- - - - POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REMOVE AND DISPOSE OF EDGE OF PAVEMENT -- 4"FA� - -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 gB 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 -2'DW-- DOMESTIC WATER MIN MINIMUM CONSTRUCTION CONTRACTOR IS TO FILE A CGP NOTICE OF INTENT WITH THE EPA AND PREPARE A AND SPECIFICATIONS. BC ec STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. BITUMINOUS CURB ~3" -----G GAS NIC NOT IN CONTRACT CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH cc_ cc LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE --- CONCRETE CURB ~-------ET------ E ELECTRIC CC 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 CURB AND GUTTER - STM STEAM THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. NO PIPING SHALL BE BACKFILLEO WITHOUT THE REPRESENTATIVES. _ �•• EXTRUDED CONCRETE CURB --- --. - -I- PERF PERFORATED PERMISSION OF THE DEPARTMENT TELEPHONE 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, MCC MONOLITHIC CONCRETE CURB FA-� - FA FIRE ALARM PROP PROPOSED Utilities STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Cc Pee PRECAST CONC. CURB ---cAN - - CAN REM REMOVE: CABLE N - 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE Erosion Control 4F -� SLOPED GRAN. EDGING RET RETAIN REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVES) HAVE NOT INDEPENDENTLY VERIFIED V c " ® 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 vcC T �-�- 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 _- -� UA 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 ---- ---- SAWCUT 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 . SWEL SOLID WHITE EDGE LINE AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM DISPOSE OM ON A WEEKLY !N BASIS AND WITHIN © AREA SWEH THAT THEY AFTER NOT H STORM ENCUMBER ENER AND DRAIN MANHOLE THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, AN SWLL SOLID WHITE LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PROTECTED AREAS, TRENCH DRAIN BUILDING TS TOP OF SLOPE 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT NTH THE PROPOSED WORK, OR EXISTING 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT �EN BUILDING ENTRANCE �� PLUG OR CAP CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK. CANNOT BE COMPLETED AS SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION co CLEANOUT TYP TYPICAL INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT 14 LD LOADING DOCK WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE FLARED ENO SECTION OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE M 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE • BOLLARD NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE 0 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 ,,s 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 CURS STOP & BOXWV CO CLEANOUT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND STEEL GUARDRAIL SHALL BE SET/RESET AS FOLLOWS: Existing Coodilions Information ------�---�.-.- - WATER VALVE & BOX - _ - - DCB DOUBLE: CATCH BASIN - - - WOOD GUARDRAIL - T-S --:V TAPPING SLEEVE, VALVE & BOX A. PAVEMENTS AND CONCRETE SURFACES: FLUSH 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY DMH DRAIN MANHOLE PERFORMED BY HERITAGE SURVEYS IN 2000, BLAMES£ CONNECTION B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH tfYO HYD CIP CAST IRON PIPE 2. TOPOGRAPHY. ELEVATIONS ARE BASED ON NGVD DATUM. PATH 'b FIRE HYDRANT C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE N COND CONDUIT SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. TREE LINE � ° WATER METER No. Revision Dole Appvd. C7y py WIRE FENCE POST INDICATOR VALVE DIP DUCTILE IRON PIPE 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE --x----�- � � UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND Designed by EIM Drawn by EfM Checked by JJF - •------�0- FENCE WATER WELL FE:S FLARED END SECTION APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). CAD ch"ked by Approved by FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. - ---a - -� STOCKADE FENCE 0' GG Q GAS GATT: FM FORCE MAIN Stole Date 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES None December S,2006 00000=>• STONE WALL Gm GM Project Title 0 o GAS METER F&G FRAME AND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, - RETAINING WALL FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR STREAM / POND / WATER COURSE SIX Flags New England EI,IK ELECTRIC MANHOLE F&C FRAME AND COVER OR BY THE UTILITIES COMPANY. - - ••- � # €llt EM GI GUTTER INLET 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: DETENTION Site Plan DETENTION BASIN � ° ELECTRIC METER LIGHT POLE GT GREASE TRAP -- STORM DRAINAGE PIPES SHALL.BE HIGH DENSITY POLYETHELYNE (HOPE) COOS HAY BALES 1b23 Main StreetT1tEtl HDPE HIGH DENSITY POLYETHYLENE PIPE 8. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH - zc SILT FENCE T • TELEPHONE MANHOLE EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS Agawam, Massachusetts HH HANDHOLE SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE -� �" --- 4 MINOR CONTOUR 0 0 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. - -"'zp-"' "' -20'"`" MAJOR CONTOUR `O- ♦ UTILITY POLE 1 YD HYDRANT 9. zIT€ CONTRACTOR §FALL EXCAVATE AND RACKFILL ENCHE§ FOR N"I" IN ACCORDANCE MIH GAz 1fl 10 PARKING COUNT o-• '" GUY POLE 1NV INVERT ELEVATION COMPANES REQUIREMENTS. Review Cit} COMPACT PARKING STALLS I I GUY WIRE & ANCHOR 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4- MIN.) SHALL BE DETERMINED BY HH HH I= INVERT ELEVATION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR Not Approved for Construction Dry DYL HAND HOLE MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. ©rowing Title ----- � DOUBLE YELLOW LINE PB P9 LP LIGHT POLE 5l SL EI PULL BOX '= STOP LINE Matchiine MES METAL END SECTION Legend, Abbreviations CROSSWALK MATCHLiNE PWW PAVED WATER WAY ® in ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE and General Notes ACCESSIBLE PARKING RCP. REINFORCED CONCRETE PIPE VAN-ACCESSIBLE PARKING R= RIM ELEVATION SMH SEWER MANHOLE Drawing Number TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND a4h Or 1. S UP UTILITY POLE t��~~�JOHN J.s� G C- FURMAN CIVIL Sheet of a No,41010 ke $ �`s�lvtyAt c G Project dumber LG DWG v. \►vE,vy.vv\t;uu\1u\r-1u11tiCt vnlclum iuf+u\vr-.uwg cc) '�- `" Vanasse Hangen Brustlln, Inc. ,,� �-- r ] d•— Transportation Land Development Environmental Services elf ,� 4, �-- —w --_ • ., -� r lrwr One Federal Street 4 lay • - �_ �`'�a .10 ~-- r Building 103-3N ti a � °� �n ��- _ -�-� Springfield,Massachusetts al 105 as a aWo s *A 'a r �,� � ,:r n ( �' � q q c-- -'° -�� ` `-'-�.�"""-,-�-,-�. � �---�-•-� �- f --,-�- �"` --� -- -�-- -.. � 413-747-7113 FAX 413-747-0916 o 'O.✓l f y � •� � � mad 1t � - ` - `t rC -.;r•"•' - � ..—.r._ .�.-. � �� .•• '� y � '1 1 F � • i C76iS P 0 DI �� /6 �! � � � +ll .• �� , I.soh _?�y 1 I' / � .�-.,,\ 4 �.�: �(¢�{g ._� _ .. Y �_- y CT M 7 r 00 • ` • 1- 000 00 U -A L U ( h p a° OZ ♦ •rsEPV$WprNc i!rir Lgt ,,,„.ram �� a 1c= �° 00 d41 000 SCALE IN FEET rb el �. No. Revision Dato Ppvd. �4 O O �� , . . "`�" �� w ~-- �• o _1 a O �� Designed by F Drovrrl by Fly Checked by JJF d�J °Y—.A�'�°� p e Q � CAD checked by Approved by -- _ . a �-- -� _ .. _� • • s • . .o °p °, e ° 1 _ scale 111=1001 Dote December 8,2006 Project Title .��4:__.,,� d .�Q 'ti`v"�vw.r,....'ti �'.'�,w'.''' .., • �` —' v o 0 0 a oo ! b l 4 �as Six Flags New England p Kiddie Area Site Plan e,.. .3+v/,-00„ 1623 Main Street 46 -- __ a o z Agawam, Massachusetts "' y o $ Isgued for 00 ° ?oil 11 1 i �.� Review Not Approved for Construction Drowi Title 19: ~�! Overall Plan e Drawing Number JOHN J. C- 1A �o ti FURMAN A) CIVIL NO,A1010 2 Sheet of s tZ kk 1A 8 o Project Number P:\30009.00\cad\Id\Planset\Kiddie Ladd\DM.dwg _-' Cif fC/M•• `S.i/ FE E r� =mow [Y rcrs .o Dt 1-� / Q dk.liac , c A -(> a / D,� q 13 Ott r.R E " Yanasse Hangers 3rust an, Inc. cu. 1 Q \ FE 8 ELOCATE ' ; Transportation \ � S BENCH WORK LIMIT LINE Ill Land Development r �' �► ►►�»� ,TT—FES 2a,�.,, I- Environmental Services .2'T{yH � L w f� �#] 7 Q `"` �"r" One Federal Strut `-- � � r Q Building 103-3N 3 � 13 01105 •10 41747? 1 FAX 413T 47-09168ALAY 1 14f.nu f, � t.tJGGF� " '.'..w �\ +•/ i [ 5 TiV/l 1 1 oEiHfi 11C,QN 6 (' 1•LN ri► n - \. OREMOVE it , TF 7 r,Rdl SWRUBE OI ir.uo N E uPLy ? •+Y! \ C3 , u� .� m o" aeons kw..ii�ii rr a 3 �75 r \4 !!! lilf. aK \ \ J � REMOVE \ CS I</ EXIS71NG �. \'�"� ten. ' STAIRC2 \ \\ + s arol xcs 17 s5{j 0 � 4 i � � d4 701•rLy REMOVE 7d 7s.eo @9 `a d. „. . �•_, � ,,,� r�rr SHRUB w s� �A ' tk rr / F�farm >H• m y� • • f =. 13 '— _1 — wal�K LIMIT T � M VE Mii�I'J T \ T LINE RIDE , C3.►. `'` i a �� n f'QO GATE CJ 0 QPAWL 'W \(JJ .�7M► �`l 4 OD C3 (C3 0 0 � �` `---,, '". &o ys.5x w_._._-- 41_-___._yr-- "' `w-- �f k2p C,gTt• f � r cxtw.a.. - REMOVE +� `� RELOCATE CURB A • S NG RIDE R -- TA Z "'� EMOVi CUK, . ' _`.""^..'.^.--.mac'`""".' ,i M► , Ace c� I 20 0 20 40 t!3 rr ere i1 t - - EXISTING WAVE r"`SwiNGER RIDE TO cr<. ' ` `° z "` "�` ' SCALE 1N FEET BE RELOCATED J1 � �a n � TO PREVIOUS .f. rra f't COLOSSUS [.C� LOCATION ZZSA REMOVE ,r 3 .i.� J .a - r �CX'!CX` `FENCE -CG ,iq A ! � 1xc�l—^—^1.... ►ter.,..-.-pv4' > A _ n ^ E 73.25' . -A REMOVE LP- >x R xr fo ,w °,, No. Revision Date • pvd. —— '_ A# ran +.! REMOVE Designed by EIM_l Drawn by EIM Checked byREM ,lJF BARNSTORMER CAD checked by Approved by �7wa ,rw V _ — �� A U i uJ � AND08 [:DER � �..�,--� r Z Scale Date December$ 2005 STAND � Project Title > c ,4 o Mail Six Pugs New England FLOODED ' � ¢ Kiddie Area Site Plan L<� ' GP $� ' MOVE IL WORK LIMIT LINE rk' ItEM vE cuRl r�r=QOVE �`` '"`" "'.. ,,,,,,, ,.... ,.�.� �,.., ,..� f V �., 3 1623 Main Street EXISTING GRETAINIJ�IGHT WALL \ •�► �w�r ,�� PEALO TEr,r £ �, *�• .� >�, Agawam, Massachusetts — 8A IN "� 11 Issued for TOVE '� 4 ><„ , 1, Fly ' \ l WORK LIMIT LINE � +•• Z w� V) I 1 C3 •' �� •.► �� Review R IOV£ PM TER �,�, M� Will �► �4 REMovE I 1 '~ '*� 712 Not Approved for Construction F f REMOVE Drawing Title U O Q So 7d.29 LET 4" $s c.�- Demolition Plan ISTING H.P. GAS "�� 12" DLE - 8" rtE 38" TILE S ad Drawing Number s TILE �, � 0�� C) �,. . >i clay L+ t1LE ,��' SF' ,+ C'V h C-2 JOHN J. inv " c� FURMAN CI..�iY ` __" `-�' - 1% S 11�q � � wa. .�r �� r ^ '� PVC 9 Na 41010 ��IVIL Sheet of CE .:/ti/ Q D�V f Q 4 9 Project Number f U /CB 9 inv 12" PVC DM.dwg P:\10009.00\ead\Id\Planset\Kiddie Land\LM.dwg G ARE C3 _I C3 Q �"``--� �� -------� -- Site Data Chart f--� � � WORK LIMIT AREA: 92,778 SF . EXISTING PERVIOUS AREA: 32,781 SF V anasse Hcangen .Brustlin, Inc, EXISTING IMPERVIOUS AREA: 59,997 SF Transportation � 7 �� _,...... �.� _- _...�� Land Development 13r�.A � � �! i PROPOSED PERVIOUS AREA: 25,103 SF Environmental Services C3 ( f PROPOSED IMPERVIOUS AREA: 67,675 SF X CHANGE IN IMPERVIOUS: 8.2% 0 T One Federal Street - \ � \` Building 103•-3N .u. Springfield,Massachusetts 01105 `1 WORK LIMIT LINE �\ 413-747-7113*FAX 413-747-0916 0100 \Q C3 • Sign Summary 0100 '000J _ _ _ w_ - . SC-1 EXIT ONLY SC-2 (ORIENT ARROW RIDE ENTRANCE NOTE: RIDE MANUFACTURER AND SIX N 97t0,1.3 --. AS REQUIRED) � E297704.7 _._. .,_. ` ._._ � �.•t�. � ,�� FLAGS NEW ENGLAND PERSONNEL y -� - -- \ TO FIELD CHECK FENCE AND WALKWAY BIG RED CARS ' «. \ SC-3 FASTLANE & AflA PLACEMENT WITH ALL EXISTING AND - . o FF=74.8 9' \ \\ ACCESSIBLE ROUTE ENSURE PROPOSED RIDE SAFETY ZONES RARE S TO C3 33' \ MAINTAINED. l ~``� , LOAM & 379915.9 ` � \ FASTLANE ONLY ti SEED 6, LOA E297 88. �9 \ \ SC-4 (ORIENT ARROW �; \ AS REQUIRED) ECC C3 SC-5 : Exlr/Aoa ACCESSIBLE ROt1TE 7 ax � r 1 t � i/ C, \ `\ tom• ,� �, � WORK LIMIT LINE /�� q \ \ �IXN3800Q-6 E29761 52 f v E297625.6 / SEATING \ AREA YU YU M rxx, \ ` — '` ENTRANCE SIGN E� C3o �,� 01 C3 '" RETAILS`A♦P "' ` t '" �`,_`--_L-_ ,� _� ' r C3 C rf— �O C 11Y r .9 >l'.•x7 '--�_�-�., �., , •�• Q[ • a r a •OZ `� Y . .5 1.1' DEEP �•� CONCRETE SUMP / TM Sl 61 AREA �w r wA�C �' ' SIG RI=D' &STAGE �� Ng _ �,.� � I'EA v F�NCRE ory 20 0 20 40 y v r`` 3 STAGE 1RE ri w OTHERS DECORATIVE £5 �-• - .- "' N380056.1 Y 37999 430R ENCE ,, � s• E297589.9 �� v . .2V58 SCALE IN FEET _ G LANDSCAPED r �'R N AREA g. `` w. Yr. _'•::; "o c Q q o f DECORATI ;j:•s ATE sae FENCE ;r .r �• `T :j.. ;d:.' OP--J 7 Y v ; �• .y..r,;i :. AND PLA '`,.�° ' • '7,' AREA A C3 C r ; SCREENING -- FENCE ` f3i.DC ! I CONIC 4: ~DECORA • ...; 'r � :: '.=>. ;+ .w..,.' FENCE ":rK �.•s .', .... s. RAMP STORAGE ;::,: i'' r': �i: a.'..'' IIF:': `•'.TLl.�'.• ';, ` ty AREA s r . >-t' -�, - ;,�. ? CON C e,.,.'-, -• SIDEWALK � Fly •,.�';;; f,.�..t.:. +;�• . •r: ::.� snwcur , •• •''Y y �, . \ t 1 ••i i •I••\ l .•�. .y f• ~4 AISEO Lx,.zF L _�r-•'._.,`.,.-.i ONCRETE{ CAPTAIN ,;''s {`•? No. Revision Date pI l FEATHERWORD `.'' j` A :; !FO ND 1 \ Drown ahecked by \ tK r IRA ^n ;: Designed by EIM D a by 1 JJF CAD checked by Approved by C "- LAND CA t\ AREA ` ENTRANCE �� f SL p �a r.� ` ' OWM� scale 1 n=201 Date December 8,2006 PORTAL i •`'"J•i {.� 1• Project Title tAI:l�':�IanjG,': Yi E : Six Flags New England ..� � ::rw,e�••h•.: �?jQ�'<i: f.. ' •r°rir'a,f�'• � +.�� r • • _ \ : Kiddie Area Site Plan 1623 Main Street i SAREAG Agawam, Massachusetts Imeeg let m A �A Jt�CUT rC, FEN WORK LIMIT LINE Q C3 r- Review £C. +x +wn�1 +� >A�e �. >tr■ .rrw CD s , �•r ENTRANCE (9 --- � � Not Approved for Construction i �•• � � � � � PORTAL -W.._...� g �`� � = l •--..._ � .�--" � Drawing Title c WORK LIMIT N 0 L I LIE � � O 3 Layout and I � � 10 , Materials Plan r o 4) _--_-" x f 1..3_(`� � Sa73.20 C3Drawing Number ors 3 _ . _-. >*r• erg see„arw 1�e ww■ wrls r'1 J J ' "" "" - - -+ o Flif3MAN ,�• �' GiVIL 10 N4.41010 Sheet of 10 q 0 SGVE - FEET O _ - P(aject Number i LM.dwg r. Llvvvy.vv La:UU\ru\1-IUiibttt\NIUUM LUriU LVU.Uwt) ' •-.� J� ------ mac_....__,._ =iavl r��rJ (DO Q Q L L L0 ! X co K ! ` --- � _ .� .! 5 U7 �.�_ �X Lr) rat `� I-' X PW tv _ IWO �' nasse en Brustl'in Inc. Ya Man g 4" f3i'�WN for u 1 7 ` v ti^• e'tt"trLa \ \ y� '�• Psi A ranspo �4s:.,,on , 1 X U) �I-' ° \ , Land Development FORK LIMI'.I' LINE r>��a \ Dh �ua x�} C./ Envuonmentai Services X L J Q •(f \ .e. one Fedew Street IBuilding �� , \ 1 r .:■ Springfield,3Massachusestts 01105 j�TD 7 1 '� 10 TW a`M` P'�` �.L 41,3-747-7113•FAX 413-747-0916 �. , `-_ .. ... .. ..-• . _ . .,. .'.^ `_ ,fir u } ; • +..0 s+ssi � \ W i � tY[ k ►xz. , t�i/� _ 0 W x `y/�... 460 Ap 67.2 70 i F d J \ . I D \ 6 X r A2. , !!1 74.6 BIG RED CARS 7a. tw 4�--� <.« TE FF=74.8 W \ -� t r \ D 6 A 73. 74. - 4.4 x \ •^^,. 1-•� a ••i X y 9 a 74.59 °w r' uaa. r y.. \ "�' r , • enRy�q ra, / a 1q CH 4 X ♦ j PAPA 4XM \ \ \i � U 3 ~ \ \ \•o 73 / 4.4 �-X WORK LIMIT LINE W (Y5)61?s \ 1 YD I +" rocs �� 0i X "« 74.2 RIM SEATING . \ AREAIn � �fev K � -- YU E 76 ?Rt FAIL SLOP w. , `C (' Wo - - ( ! x Y' x 75.3 x 75.4 (� .qc.r� . `.�"^+-- ,_ C' AC 75,& F- r 6 a 76.32 �' •,•.•...,..."..._...-- ' � 3L,,A1.+h1>«7 1'11`C/i r W` /\ +' � v �..-••^^ I ars a r Bcts � STAGE 74.5 "J E74.2E y5. ytr ,� •a[ r � � m .,' a'w„vsl``-«" 0 R R 5 �LGE nnRRf X r••.. r ,,.G7'D• x '.°'. x 75.0 �� T� 75.5 ' n rp 4. �Y r J f 74.E Y "� 11 ,,,. W " t x r 20 0 20 40 1 74. x 75.3 h i •r ': '. _'` tq rk x tee.uc stetcc; !� l �'\« \ � . r _. .�;-••° �;' •`•`: " � z[~` -��. SCALE 1N FEET BLDG 7614 X na ! X }, 78.4 X s; �' ,}. : r ,'4 iRQGKII�C a • 76.4 STORX i _ f:' :f .r> :�•i, � r `,r %h^r• •{:.�• ;f 's-•'•-i,' !r •'.. '• ;ll 7• .i•, ',• s x 76.2 { _ 'e• "y" •y` w,. 1Z +q sri •` ^eRt sa 44 X _ 74.21 RIM t ',a I `` -'` ii '� Qf. t vo..t sx sus_ e. _e--+- r•- -v s ., rt "'11.0 a .,, • �` a '` r CAPTAIN :� r'_:, rs;;e i {' ,�; • N X Q sEY � FEATNER•WORO �• •:•s . ,�; f '';'p ■ti � eru.n 'IRATE SHIP Y ^, �,.f ! a. :os.:+' `--ie'i:�'• x :eYy X ' V ` k o°■iCt a r rr n.�`i .,z;;•+• � ? ,ar,ncc noon, 73 30+' :�:'': .i n FF 25 No. Revision Date ppvd. kuiMaya -'S�E'�rf1L�P��E3��t]�4 �: e`" ,.e. rt 6 e � Ep r Checked b --- y7J;il't" . _ RI~ f, • i N Designed by EIM D + �y E!M y JJF 1Vf✓+ , ,�'}�� •: •i::';`:;•'' ;;•s'•• r:' ++a n CAU Approved by -� checked by aY, eas :�,•t.. r.; 7 �'+I k• 3,r 1 3•",++' r ..' f�� .•yf .•J 11 +. '•'„•.; .yam .ak �r •rf=r �':'~�4we r! •,. •:y;•M1':.f•.,;'.�s, / eAv hL1 $CdSa 111,_211 Date Dece ber8,2006 " X Projwt Titl* �L � •+,aa �+•: r,F,.f; ' n*. +'4 a '`• / �' .� � \ Tic • ' .,, �, ,, SEATING - x 73 � ,��, Six Flags New England 4 AREA x 75.4 `��. •,a 0 c --_ � , , CL �Q Kiddie Area Site Plan FaUMB06N. t�,_ � Xd r„I ,�,> 1 - - .,ire 1 / ¢{ SAWCU f RE CATES C� Q - {% reef - r;e;- �► U EXIS GCB TO � \ _ oOp D - '-�`J >C . ffi r. _ wr I_ CLEAR POIZ f WORK LI N 'WE Q 0 ( 1623 Mann Street ` G�,S n ' ,t ' �. .� *�.. � MOW .�,.. MOW � �••.. rr � � m RECONNECT XISOTtI11NG CT TO �-••� � Agawam, Massachusetts t 3 Issued for 1� - � � �� • ""' �, � °� LINE 0 (9 "`� � G4 �� / DIM_DM.F_1 F g /' Mu st" �. >w WORK LIMIT LINE N Review 4>4 xi� Q 1 MOW MOM 3� a �. 2 Not Approved for Construction ftaft Drawing Tine � XI r a l�n 7&.5 0� 73d 76 d 9 C 5 a 73.29 ` JX • • t 1 uW �� . �a" ��L Grading, Drainage and -- C sl o 0 -�- X � Erosion Control Plan - X 00 DMH 8,3 ` + 2 TILE t �.�' 1e �e it f f) ca 12" TILE ,.D _J�p _ TINGH.P. GAS� `� �� __...____ � Drawing Number �S 10 � 6f,'"~= __�-._. _ b•,F�� i s sc _ r� g q- EO � X C � TILE >; X Q _�-Y' X 4 RURIVIL CIVI 1 G� [v �. env PVC 73.4' rn No.44Di4 Sheet of CB tiAL �` .. co r U . Project Number ��••--77 ( m inv 2" PVC 71,85+ v x GD.dwg r. \t UUVt1.UU\<;uU AEU\r1ur1at[\r�iUVW Luiru\v i.UWl I C3 A i f f C3 •� r D -'� C3 F 8�° ORN'.1 ,use •� .� �.� l �� WORK LIMIT LINE TT—FC3 ES 21 .:u.a� \0 000 000 " Vanasse Hangen Brustlln, Inc. S / 100 � ` Q Transportation I Inv �0, Land Development 3 J � I / I ` 10" LAY Environmental Services �I •� One Federal Street �0 Buildin 103-3N TD 7 • Springfield,Massachusetts 01105 fi \ 413 7447-71.13 •FAX 413 747-•0916 FD 5 \ Ta 6 At b B\ Tfi 73.41 BIG FF D 4.8 CARS w PLUGGED a(31 CD 'A 0 CB < PAPA im" �61 JJ SEATRAP 4' SP�G/ �t Q WORK LIMIT UNEQ �D 1 a ��, / 0 74.2 RAM 3 s �o �j� SEATING � 71-� AREA \ C3 C3 \ a 74.2 4M �"� 0 Co.Mrnat. l� ' = a �} i=71.2 O � Pt YU YUM ; \, FE RE- OU RETAIL SHOP _ + �wCUT-11708;AE �. cam' •% . v '� • { CUT IN B ''� _ .--��- ET. �y �.-'w" .-'"' 90-EL80W EA YD 1 q. +B SEA€4t�G�ARIG RED' w C3 `-& SWAGE �� 74.2 RIM PL"ANIS -- /'w STAGE E YG D' r '._•_l 1 ° e3 w, w C V r" CAP MWAT Rt E R ROU EXISTING + v ELECTRICAL w Y lollRE- OUTE h <,• BLDG EXIS' NG 1 1 • • Y y COMMMUNICATIONS k' \.....-•-" ' � � � Y � �ROtiCt{I�#�: � 20 © 20 40 � r-- STORAGE ' ''T ' +" / AREA • �: .», v FV • • :: '! ;, ' SCALE IN FEET a ft 1 - .. • 74.2 RIM h- L '' •y.. • ++a xnE } ._ n— a—»--tw--+ '—f ,- __ I=71.2 (OUT) CAPTAIN a A •. ,t o+Q i FEATHERWORa ? ` IRATE-SNIP t J303 n v 66," rl ONt 4 � ' C ) _� A- .�<r� / \ No. Revision pate ppvd. 1 j SEATING Designed by Drown by Checked by f ! AREA �, Lf of -. � � i r� 7 4 {� EIM FIM JJF CAO checked by Approved by Alai fl RE CATES � a � Scope n , Oate 1=x18 � � 1 ='20 December 8,20U6 CLEAR P' WORK LIMIT LINE Project TitEe FOUND ION. --- �� Loop � 0 Six Flags New England wok .wr wwrM nowr"`M' ' . e>rris r--^" QC1 EXIS NG � RECO CT TO O \� a, V ; LI O �'- 61 0 �GQ _0 s� Kiddie Area Site Plan C3 >: ® / WORK LIMIT LINE 0 / N16 1623 Main Street .� •L Agawam, Massachuseffs Now Trya 72 Issued for CONTACTOR TO REWORK �- ` -- e 0 I LOW VOLTAGE 1=r UNDERGROUND ELECTRIC 73alg,,y � � 0 Sa73.28 LINE AROUND PORTA�t�E Review REW K BASE s SAW= 'a'"""a 0 a �t v R AROUN �$ kn 04 PORTAL r Construction O FOUNDATION 1 Not Approved for Constru o -- Drawing Title M < t , DMH 83 U_ C 18 TILE G Tl [�-`.. -------- c5 r� it sr u -- 12„ TILE _ 0_�-. 0 Utilities Plan ro 1STING H.P. GAS �- - CB TILE- I C1 Inv ,PVC ,3.4' ( Drawing Number 12 (0 N. } 1 `4 NOTE: ELECTRICAL CONDUIT RUNS � C�5 �, Cl inv 12 PVC 79.85' �' " x RMAt�I �� 9� � D��f� 9 2 CB 9 1 PROVIDED BY SIX FLAGS �...��_ �� S clviL NEW ENGLAND ELECTRICAL :° No.44��p Sheet of DEPARTMENT. '� 9 0 ITiV 61ipv / \ 'I �` � Project Number P:\10009.00\cod\ld\Plonset\Kiddie Lond\DT.dwg no Vanasse Hangen Brustlin, Inc. SURFACE TREATMENT Transportation VARIES Land Development Environmental Services PROVIDE FENCE Vi�-1£RE WALL R = %"— 8W R = -Y4 .��HEIGHT EXCEEDS 4 FEET One Federal Street PAVED AREA LANDSCAPED AREA 6" SLOPE ----CITMENTITIOUS Building 103-3N SEE APPLICABLE VARIES � VARIES---- ADHESIVE Springfield,Massachusetts 01105 PAVEMENT SECTIONS COMMON FILL/ CAP COMPACTED GRANULAR FILL ORDINARY SORROW 1 r TOP COURSE EXTRUDED 413-747 7113•FAX 413-747-0916 to SAWCUT o ° 0 0 3" cO DEPTH VARIES CONCRETE CURB t IMPERVIOUS FILL ♦♦ "000 MIN. �1 MIN. 12" THICK ° go 0 000 w Q1 o 0 0; a DEPTH AND SURFACE a APPROXIMATE 0 ° c o / r.,.:; EXCAVATION ♦ o 0 ° FI ISH ♦ ♦ TREATMENT VARIES 0° $a 0 e a ° .° e o LIMIT 0 0 0 °0 ° °° o a e� °op°o G ADE Oa O° ° 0 0°°o O a 80v o a p Oo 80 a � 4� aoa , f ° n ° a `O o °° 0 0 a°° CONCRETE • o u> V`'\ - } GEOSYNTWET#C o 00 0 °0 S 0Q o o°l a•o 9 0 ° WALKWAY ,y♦ b W MODULAR CONCRETE "�'`''? REINFORCEMENT ♦ y °� ° a ° 0 ° o ° °° °°° �O o° °gyp n o 00 ? a • o ° FACING UNITS .'.:,'ir - - ��yyy a:c» �� °° Q a 0O e O O Q 0 �j > WARNING TAPE 0 O °0 ° ° 0 ° o O o°°� ° ` ° O o0 8 0°ao W ♦ '6 l y. ' p� \/�� ° °� 0 O°oo °w 0 a°0O QO- 0 000. 0%0 0 0 CL CV Q �♦/♦ :;8g° ,sP ao:.•. ♦� W FREE DRAINING X X X z w ♦ * ::ao.• ".- MATERIAL ♦ ♦ ♦ ♦ .•_ 5. toLU r-' ,mayy� �C. •: �.i�Y. c�� a. a c� ♦ :' :- ap HAND TAMPED HAUNCHING ;:., - . - t .< , j O COMPACTED a '0 EDGE 440`Y? .9 °' Q' . COMPACTED BEDDING - ♦ ;*: �' \,t\ F PAVEMENT — l a t?. ♦� SEE NOTE 2. GRAVEL ♦i ti y�• �cC\„♦ ♦ ' /♦♦a UNDERDRAIN - // (SLOPE TO DRAIN) — COMPACTED 4" CEMENT CONCRETE io 12" COMPACTED W.W. MESH M#N. SUBGRADE SUBGRADE PLAT LEVELING PAD 8" COMPACTED GRAVEL FPLATCENTER DEPTH (1Yz" MAX STONE SIZE) COMPACTED Net= SUBGRADE Noes. COMPACTED - SUBGRADE 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH 1. ECC REFERS TO EXTRUDED CONCRETE CURD WHICH DETENTION BASIN BERMS OR OTHER SUCH SPECIAL Note: IS CAST—IN--PLACE IN THE FIELD. SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. 2. WHEN ECC IS USED, CONTRACTOR IS TO DETERMINE SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. STAMPED FINAL DESIGN OF MODULAR WALE. SYSTEM THE EXTENDED LAYOUT DIMENSIONS OF THE, BASE Notes: 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. TO BE PROVIDED BY WALL MANUFACTURER BASED ON COURSE IN ORDER TO ACCOMODATE PLACEMENT OF GEOTECHNICAL ENGINEERS RECOMMENDATIONS. THE ECC. 1. CEMENT CONCRETE SHALL BE 4000 PSI—TYPE II 3. FOR HDPE PIPE, DIMENSION IS 24 INCHES. Utility Trench 6/03 Segmental Retaining 'Wall 6iO3 Extruded Concrete Curb (ECC} 6/03 Concrete Walkway at Queue Line N.T.S. Source: VHB LD-300 N.T.S. Source: VHS REV LD-750 N.T.S. Source: VHS LD_•408 N.T.S. 5/8" ROUND LATCH ROD RNSUCKLE (3" TAKEUP) GATE STRETCHER BA Y2" CHAMFERED TOP POST TRUSSI I I I I I BRACE TUBEI No. Revision Hate APPA. WHITE CEDAR POST BAR BAR Designed by Drovin by FfM checked by J�F 6X" BAN 5 BANDS 1Y2" BITUMINOUS TOP COURSE PIN AT END POSTS CAD checked by Approved by ..... .. -..-. lY2" BITUMINOUS BINDER COURSE 6Y" WHITE CEDAR SPLIT BAIL Scale N.T.S. Date December 8,2006 0..1-.1:- ;:::o, o-::v:::...o:::::: Q:,,,o�:a:. ( 2 (MIN. 4" SECTION) VERTICAL MEMBERS TO BE 0 0 o a d o v o o i SELECTED BY THE OVMER Project Title a p P Six Fags New England ooQo°000 01 0 pp o a °0oo�n 12" COMPACTED GRAVEL �— GROUND LINE " oc o � � p 00 16" 4 6 �8aa Q o O 0 > w 0 c o ° ° o aSq 1.66" NOMINAL i -g 0 o a b � Q ° o 0 0 ._...�L..��____ Kiddie Area Site Plan ` O.D. SOCKET � p - � FOR LATCH ROD 16" rl =APPROX CEMENT CX)NC. AUTOMATIC GATE BACKSTOP SET IN �6�3 Bari Stx6et COMPACTED SUBGRADE °0 BASE {2500 PSI) 6 FOR EACH GATE WHEN RIPENFINISHED � Q � Agawam, Massachusetts GRADE I@t1 for 5 dad Deft Radble-gayemeat o Elevaidon Notes: 1. TUBULAR_GATEGATE f!9aT5- STEEL. ALClMINUM Review *SINGLE GATE OPENING 7' -- 13', 4"MOM. O.D. 4" NOM. O.D. �v 8'-0' O.C. TYP. THE ABOVE LIMITS OF THE OPENINGS ARE INCLUSIVE Not Approved for Construction Notes: ��Section 2. .�TE�jF (+1jES &.BRACES- ,��. ALUMINUM Droning Tills 1. FENCE DESIGN BY SIX FLAGS NEW *SINGLE GATE FRAME OVER 6'W, 1.66 N.O.D. 1.90 N.O.D. Fence Post ENGLAND VENDOR. 3. TRUSS RODS— 5M ALUMIbIUM PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE 2. MATERIALS TO BE SUPPLIED AND DIAMETER 3/e 3/8" BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. * INSTALLED IN CONFORMANCE WITH 4. GATE DESIGN BY SIX FLAGS NEW ENGLAND VENDOR Details TREAT THIS SECTION OF POST WITH A "CHAIN LINK MANUFACTURER'S 5. GATE POST BASE—PARTLAND CEMENT CONCRETE (2500 PSI). WOOD PRESERVATIVE AS SPECIFIED BY INSTITUTE" PRODUCT MANUAL. THE FENCE MANUFACTURER. 6. FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHODS, SEE SPECIFICATIONS. Note: * END POSTS TO BE USED ON LATCH SIDE OF SINGLE GATE OPENINGS. Drawing Number Bituminous Concrete Pavement Sections 9/04 Split Rail Fence (Queue Line) 6/03 Perimeter Fence 6/03 Fence Gate C-6 N.T.S. Source: VHS REV LD-430 N.T.S. Source: VHB REV LD_460 N.T.S. Source: VHS REV LD-481 N.T.S..S. Source: VHS �� aHN J. G FU RMAN CIVIL Sheet at o No,41©10 +u 9�0 9FGrc r-��O ,c*Q' 6 8 A�_ctiG Project Number QT.dwg P:\10009.00\cad\td\Ptonset\Kiddie Land\DT.dwg Vanasse Hangen Brustlin, Inc. Transportation cn �, Land Development a UJ W LIGHT POLE & ANCHORING Environinental Services a ¢ PROVIDE BASE COVER SYSTEM BY MFG. uj AS FURNISHED BY One Federal Street `q POLE MFG. 1" CHAMFER Building 103-3N RED CONCRETE z LIGHT DOLE BASES Springfield,Massachusetts 01105 -' IN BE PARNTEDKING LOT YELLTO OW 413-747-7113 •PAX 413-747-0916 ip N #3 HORIZONTAL TIES ® 12" C.C. 4—#5 VERTICAL—EQ. SPACED (2) — 4" COMMUNICATIONS 6" 6" CONDUITS ' FINISH GRADE (MATERIALS VARY) MW x N co . . -�;� 2" TIP.. COVER p \/ q • CONDUIT AND GROUND ROD 6" CONNECT TO INSIDE METAL POLE (2) — 4" PVC CONDUITS VSEE ELECTRICAL PLAN FOR SIZE (2) — 4" LV CONDUITS #3 REBAR ...•a. #5 REBAR- '• 4 y d LT CONDUIT CONFIGURATION AS SHOWN ON PLANS COMPACTED OR �, ��<�� &OMOUNTINGT r UNDISTURBED 2'-.4" (MIN.) PROCEDURE AS SUBGRADE PER MFG. SPECS 2" COVER COMM ON REBAR = FEED SecHvn pig LV (1) — 4" COMM = BRANCH Notw: (1) — 4" LV = BRANCH LIGHT CHANGEOBAS D ONLE A FINAL TION DPOLE AND FESIGN IS X UREJECT TO SELECTION AND GEOTECHNICAL SITE INVESTIGATION. High Voltage Conduits Low Voltage I Communications Conduit Light Pole Foundation Detail (Up to 15' Pole) 10/03 N.T.S. N.T.S. N.T.S. ------ Source: VHB LD-31Oa P �� I 10' (MAX) arc ;`ti o o CATCH BASIN GRATE IY2" x IV x 4' WOOD STAKE . .�.. ..'�r :aYn:" , OR APPROVED EQUAL `«5. :y aOQ°.p j r '}OP••aq'a 6,Q°07.a O¢ .�' _e.• J " :4•*y'x' OA-09a..n"'.�= '.O.°'G.Q(4•e:ie a'L!'Dp .a .'o.q 1 REBAR F0 SILTSACK BAG REMOVAL SILT FENCE :�= 5.. ,�..,; A^6.0e..e ,� -tl•oTD.B p; No. Revision pate ppvd. `i e � =;.>: Designed by Drown by �� Checked Dy JJ ti. _LLI Plan View s7> CAD checked by Approved by score N•.T.S. Dote December S,2006 3irj:•,'. Project Title S--`„ ET£-- 50' I EXISTING Plan View Six Flags Never England 4-(MIN, PAVEMENT ARK 3"s Kiddie Area Site Plan AREA a� ooc• ��e o a--..,,°°• OD�:�O':.,O:,aC--ee. Y °.Y.-tl...e0. D5'.O._DD'A...e D.. CATCH BASIN GRATE FILTER MOUNTABLE BERM FABRIC 1623 Main Street FLOW PROTECTED 11/2" CRUSHED STONE SILTSACK AREA Agawam, Massachusetts •-- lS8lled for I'oSS-SeCtIO)I1 TOP OF GROUND Notes., OO Review 4" EMBEDMEN 1• ENTRANCE WIDTH SHALL BE A TWENTY—FIVE (25) FOOT EXPANSION RESTRAINT (MIN.) MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. section view Not Approved for COriStrilction Drawing Title PLACE 4" OF FABRIC 1' (MIN.) 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH ALONG TRENCH AWAY SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO FROM PROTECTED AREA STAPLE PUBLIC RIGHT'S—OF—WAY. THIS MAY REQUIRE PERIODIC TOP Notes: BACKFILL AND COMPACT B DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND B A AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS Details A OR TRACKED ONTO PUBLIC RIGHTS—OF—WAY MUST BE AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN STAPLE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. REMOVED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE 2. GRATE TO BE PLACED OVER SILTSACK. Wood Stake PROVIDED AS NEEDED. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL Joint Detail 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR STORM EVENTS AND CLEANING OR REPLACEMENT SMALL BE TO FINAL FINISH MATERIALS BEING INSTALLED. PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED Drawing Number Silt Fence Barrier 6/03 Stabilized Construction E+idt 6/03 Siltsack Sediment Trap 6/03 �yfy,ch s' C_7 N.T.S. Source: VFIB LD-650 N.T.S. Source: VHB LD 682 N.T.S. Source: VHB LD 674 JOHN J. a FURMAN `a CIVIL Sheet of N0.41010 w,Z 9Q� 7 9FGr$TPFO�\e'�t FSSrONAI 6� Project Number DT.dwq P*\10009,00\ccd\ld\Plijnset\Kiddie Land\EC.dwg QY 00 o ..., �r .. _ '�I „ter �,�.�•`""'�_✓` �. �" ♦ V) 00 X "UAW QJ 00 I It N LO Lo E? >( X 'X Vanasse Hangen Brustlin, Inc. co L "qt Ri 4' Dftt4 tn Oj>< "10 Transportation (for N I Land Development rl f W DA4H1 '3 Environmental Services ol"'OW Lr) Ou or One Federal Street X F 4%* Building 103-3N Ou 5 ,� } yo �n W, Springfield,Massachusetts 01105 V) 413-747-7113•FAX 413-747-0916 X 0 TD 7 11�0 V joll >(LO It I k' CID< % C) Lr)TD ;7 FD 6 LAY, X \" % ------ Ln (v ce �ys 16l L LIU 71P .' '% 11.' N W .V Qv' 2248 C3 N V) 11.0 lit 01 V5 X W Xo AWAVIaRLOL Ile .o r"y _ o '- - W W W 020 CAT 'Ice X omtcocL all" X 0 X .0 ......... 110 20 0 20 40 r\1 7-7 X SCALE IN FEET AW ® l/'� Q y�f,M�, l [ < � W CIO 5- 14 C3 \0 rNN X L6 V I 6. C3 3t cit. Or orta Kv Irma a11w LU to CL 49* 1 No- Revision Dote pvd. A A Designed by Drown by Checked by EIM AIM JF \"" `'.•0J X CAD checked by Approved by sole Dote L .J 30 P__2W December 8,2006 Project ritle. ODED X _ `o �� moo;% Six Flags New England �• o �- r*4 (UX FM Kiddie Area Site Plan X %\ U_CNI a Z 1623 Main Street AL, <4 0 Agawam, Massachusetts C!14� 1 4 Issued for ----------- DEEROARDEW X 4 FROM 204 Review Xoo ��, N e 0) Not Approved for Construction 0 Drowing Title N .1 d X 72 C3 Existing �p Conditions Plan �w X C3 Q AA W H.P. GAS 12#1 TILE �v D&4H C8 TIRZI Pon 83 .1-8 TILE ...... .. .. .. z TILE I 1111M "_4z' Zf� o 0 to tn Drawing Number Tj Cr) >< 0 (0 11 X 0 0 • CA4 n SV_ 1 �4 0i JOHN J. FURMAN ?5 co a0 CIVIL )2 CS 91 No 41010 Sheet of (0 S N Al- inV 4 Project Number "PVC 73 .4' (0 U�j 1i 1 EC.dwg