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8586_SITE PLAN SIX FLAGS N.E. MAIN ST. B581� S,�e Plan Jcv Fla�s N. E . Main Sf . Town 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 December 23, 2008' a, Co Larry Litton, General Manager Six Flags New England 1623 Main Street cm; ': Agawam, MA 01001 . Dear Mr. Litton: At its duly called meeting held on December 18, 2008, the Agawam Planning Board voted to approve the site plan entitled "Six Flags New England, Thomas the Tank Engine Site Plan prepared by Vanasse Hangen Brustlin and dated November 26, 2008, revised December 15, 2008 with the condition that all professional staff comments be addressed. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Travis Ward, Chairman - AGAWAM PLANNING BOARD cc Eng. Dept.,Police Dept., Fire Dept.,"Building Dept., Town Clerk,File E 12/16/2008 12-49 FAX 4199210 00 /002 F A TOWN A A A € vepartment of PuRic Works 1000 Suffield Street - Agawam,Na 01001 Tel 413)8210600 - Fax (413) 8210631 John P.Stone • Superintendent MEMORANDUM To. Pluming Board' CC Jobn Furman—Vim; John Stone—DPW SUpL- File From: °nee g Bate: December 16, 2008 Subject; TS ee Site Plans foz Sint Flags New England(Superman Rdo,Slin.gsbor Ride and rhomas Ride) .Per your request, Engineering has reviewed the three site plans for Six Flags New England and we<recommend approval of the revised Puns dated 12/1 /2 08, If o have any questions please do not hesitate to contact`this division- Sincerely, x ohn G.Diecker,E.I.T. Aichael_C4. Chasc,P. E: Asst_ Town Engineer Town Engineer 5:�spM6 six fiegs108-03•supermeA slingshot thornaslmema 1210200&doc Memorandum TO: Planning Board From: Lieutenant Eric Gillis Date: 12/18/2008 Re: Six Flags site plans for ride development/enhancement 1 have reviewed the above-referencod plans on behalf of Safety Officer Sergeant Richard Niles. After this review; I have concluded that any potential irnpacts to public safety would not be subject to the oversight of this agency. I have also attached a memo from Sergeant Niles that outlines his reasons for being ratable to conduct this review hirnself Respectfully sulillis d, Lieutenant Eric Memorandum To: Planning Board From: Lieutenant Eric Gillis Date: 1 f 1 / a Re: Six Flags site plans for ride development/enhancement I have reviewed theabove-referenced plans on, of Safety Officer Sergeant Richard Niles. After this review, I have concluded that any potential impacts to public safety would not be subject to the oversight of this agency. I have also attached a memo from Sergeant Niles that outlines his reasons for being unable to conduct this review himself Respectfully sufillis d Lieutenant Eric vnIGINAL Memorandum To: Planning Board CC Chief Robert Campbell From: Sergeant Richard Niles, Safety Officer Subject: Site Plan (3)---Six Flags New England Date: 12-11-2008 The attached site plans were received by I on or about December 9, 2008. 1 will not be able to review and comment on them by the December 18`h meeting due to< insufficient time based on the following: 1. December 91h conducting Lock-Down drills at public schools 2. December I&—out of work due to an illness 3. December I Ith— shift commander duties & conducting Lock-Down drills at public schools 4. December 12`h—out of work on vacation 5. December 15`'—out of work on vacation 6. December 16th—out of work on vacation 7. December 17th - out of work on vacation 8. December 18th - out of work on vacation Respectfully Submitted Review Appr by Sgt. Niles Lt. ErQQGillis Safety Officer Agawam Police Department 12/16/2008 12:48 FAX 4138210631 Z002/002 TOWN OF AGAWAM Vepartment - 'Public Works 1000 Suffield Street - Agawam,MA 01001 Tel (413) 8210600 - Fax (413) 8210631 John P.Stone - Superintendent MEMORANDUM To: Planning Board CC-. John Furman-WM;John Stone-DPW Supt- File from.- Enoneering Date; December 16,2009 Subject: Three Site Plans for Six Flags New England(Superman Ride, Slingshot Ride and Thomas Ride) Per your request Engineering has reviewed the three site plans for Six Flags New England and we recommend approval of the revised plans dated 12/15/2009, If you have any qucsfions please do not hesitate to contact this division. Sincerely, iL �T ZleZ 4�o_hn�!G. Decker,E.I.T. ki-oxiel C.—Chase,P. E. Asst.To Engineer Town Engineer 0*306 six flop\01-01-supeman slingbxtsma*Arw 12162008.doe 141VOIZVVU 10-04 rMA 4 1-Joe [Ijbi k WJVVZIVV4 TO"I'W N 0 F A%GV.A W A M Department of-Public Works 1000 Suffield Street - Agawsim, MA 01001 Tel (413)V1 0600 - Fax (413) 8210631 John P.Stone - Superintendent MEMO PVM To: Planning Board CC: JohuFurman—VHB;John Stone—DPW Supt.; File From: Engineering Date- December 8"2008 Subject: Three Site Plans for Six Flags New England(Superman Ride, Slingshot Ride and Thomas Ride) Per your request, Engineering has reviewed the three site plans for Six Flags New England and we have the following comment-, 1. The plans should propose BMPs,with their locations and types,to prevent sediment from entering resource areas directly or through the parkys stormwater collection system; details for the BMPs shall also be provided on the plans. Engineering reserves the right to make additional comments, as new information is submitted. If you have any questions please do not hesitate to contact this division_ Sincerely, �7O�0, Decker, E.I.T. Michael C. Chase, P, E. Asst.To Engineer Town Engineer 3.%ap\306 six f1w\08-03-%perm#n silophot thomm�mcmv 1208200,doc a 0 Memorandum. To: Planning Board CC Chief Robert Campbell From: Sgt. Richard Niles Subject: "Thomas the Tank Engine"'project @ Six Flags New England Date 11.13-2008 Based upon the information provided, it would appear that this project is of sufficient distance from the public roadway as to create little hazard to pedestrian, bicycle, and/or motor vehicle traffic safety Respectfully Submitted Revie & roved by Sgt. R.Niles Lt. E ' Gill' Safety Officer Agawam Police Department ORIGINAL MEMO TO: Engineering Dept., Fare Dept., Safety Officer, ADA Committee FROM: Planning,Board SUBJECT. Site plans (3) - Six Flags New England DATE'. December 8, 2008 Please review and comment on the attached three Site Plans (amenities to Superman,The; Slingshot, and Thomas Site Amenities) prior to the Board's December 181h meeting. Thank;you. DSDprk Transportation Land Development Environmental Services • ® Imagination innovation energy Creating results for our clients and benefits for our communities November 26,2008 Vanasse'Hanee+ 12 Brustlin, Inc. Ref: 10288.00 Dominic Urbaniti,Building Official. Town of Agawam 1000 Suffield Street Agawam,MA 01001 Re: Application for Site Plan Approval Six Flags New England "Thomas Site Amenity' Dear Mr.Urbaniti On behalf of our client,Six Flags New England,Vanasse Hangen Brustl n,Inc(VHB)submits for your review and use the following information as required by municipal,regulation: • (10)-copies of Planning Board Form D,with attached narrative • (10)-sets of project plans prepared by VHB,signed 11-26-08,for distribution • (10)-copies of existing conditions photos • (10)-copies of proposed amenity plan This application requests permission from the Town of Agawam to rework a previously constructed area known as,"Thomas the Tank Engine Area".The modifications include the removal of four small planters and seating area,and replacement with a pop jet fountain and water tank amenity.The pop jet and water tank features are in keeping with the theming of the Thomas area. The project is located outside of jurisdictional area regulated by the Massachusetts Wetland Protection Act or Rivers Act,and does not seek relief for height.Therefore,filings with the Agawam Conservation Commission or the Zoning Board of Appeals are not required. We respectfully request your review of the attached application and forwarding this application to the Planning Board for review at their next available meeting.Thank you for your assistance in this matter,and please do not hesitate to call should you have questions or need additional information. LL` c r Very truly yours, ' AJSNGEN BR IN,INC hn JOfficer '' s r.a Cc: Chuck Davis,SFNE DEC Q . Z008 One Federal Street Building 103-3N Springfield,Massachusetts 01105 413.747.7113 ■ FAX 413.747.0916 M\SIX FLAGS DIRECTOM2009\ThomasPB\BlCoverletter-Thomas.doc'. email:infocz)0b.corn www.vhb.com AGA AM 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_ Ala)786-9300,ext. 3202 3. Name of Engineer/Architect Vanasse Hangen Brustfin, 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 Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval Thomas Area Site Amenity 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 install a site amenity in the previously developed area called"`Thomas the Tank Engine".This area was designed and permitted throughthe Town of Agawam in the year 206-2007. The Thomas Area Site Amenity project,intends'to remove a sitting area located in the middle of the themed area and installation of a"pop-Jet"Fountain and"Water Tower"amenity. The amenity is consistent with the Thomas the Tank engine theme.The pop jet and water tower amenity provides anenhanced park experience for children visiting the Thomas Area through the use of spraying water. The proposed amenity involves the use of a re-circulating tank,which will spray,collect and treat water'. Additional water consumption is anticipated only at start up of the park,for the season,and for small make-up water as a result of usage of the amenity.The height of the"Water Tower"as shown on the attached elevations as 16'-9". The attached set of site plans provide details of the proposed site improvements,which are generally described as follows: 1) Removal of a portion of the existing concrete pavement within the Thomas Area 2) Removal of the small site planters and seating structure' 3) Limited rework of existing site utilities,including water and electric lines. 4) Installation of the new pop jets and water tower. 5) Stabilization of the disturbed areas with new concrete pavement to match existing Color photos of the existing conditions are attached to this application. Y GRAPHIC/SIGNS, (2x)40.42"Dia.Here" y i c and Repeat on Back k y a Addition at ° k Feature tivGAmok Opposite OptioFeature HOSL n 4. � s .,.,.. 5 y^a., t 85.20 7 Interactive or,pulsating 3"OD Pipe r �' u i shower valves or misters. Bracing,Approx. Effects should be appropriate Painted Stainless for all children. Steel y 10" -'Head Clearance call cuts ter Only,Adjustments � Should Be Made as l for Engineering C1 Requirementsi 4 6"OD Pipe, 7' 0" Approx. Painted Stainless � a Steep r Yi 3 � z oA U pk ,77 E"PONT VIE, 45-Pegree REAR-Y" _._ .... _. I = 11_W Leg/Support Color kC1 1094 side runlet .a POP JET FOUNTAIN CENTERPIECE RPC^ PM s 55+-36 i Sign'Wraps Cylinder of Tower ta' t I '-6"Dia. Core Metal Roof Co an E0 Sign Wraps � Ca z O Cylinder of g A) 0 Tower "(?p YIEW of 51GNLS 3'Shower Extension t � " u � b } 3. � S' 9 Tsgraare Woodod Dec "N' P m. ®D TQP_ftVtof TOWER °- qP .. i IQWER 5 jGN .= V. 0. 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Drawing Title Latest Issue 1621*0) M a i-In zitrcct -I Legend and General Notes 11/26/200& a a M r% Cl 004 *�huseA[4[s Ao-",wawam, iaz!osau Layout & GradingPlan 1 15 8 C-3 Utilities Plan 11/2 8 :.� Property Reference Drawings Owner-, Premiler Parks & Stuart Amusement Company SV-1 ExistingConditions Plan 11/3/2005 ; ... ....:.:a + 1623 Main Street P.O. Box 3 ' Agawam, e Applicant. Flags England LOCAnON 23 a Street J"H E x 307 Agawam, as ach sett sessor 3 Lot* 1 .T,E M�M APMOVAi ANNING BOARD 14, o Site Location Map tF Vag se Hanger Brustlin, Inc. Transportation Land Development OHN Environmental Services One Federal Street, Bulding 103-3N Springfield, Massachusetts 01105 :2 413-747-71,13 FAX 413-747 1 M:\SIX FLAGS DIRECTOR Y\2008\Thomas the Tonk\LG,dwg Will WIN 11 1 Leeeknd Ab breviaflons Notes: Exist Prop. Exist. Prop. General General LaLout and Materials Vanasse Hangen Brustlin, Inc. Transportation CONCRETE ABAN ABANDON 1, CONTRACTOR SHALL NOTIFY -DIG-SAFE- (1-888-344-7233 AT LEAST 72 HOURS BEFORE I. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. Land Development PROPERTY LINE HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION 2, CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED, Environmental Services RIPRAP PROJECT LIMIT LINE ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS RIGHT-OF-WAY/PROPERTY LINE CONSTRUCTION ENTRANCE ADJ ADJUST 3. CURBING SHALL BE BITUMINOUS CONCRETE CURB WITHIN THE SITE UNLESS OTHERWISE INDICATED ON Ouc FedcW Street APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WAL.KWAYS SHALL BE THE PLAN& ftlding 103-3N EASEMENT CONSTRUCTED IN CONFORMANCE NTH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH Springfield,Massachusetts 01105 STATE AND LOCAL LAWS AND REGULA11ONS (WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS To THE BUILDING SETBACK 27.35 TCx TOP OF CURB ELEVATION BIT BITUMINOUS BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 413-747-7113 FAX 413-747-W16 BOTTOM OF CURB ELEVATION BS BOTTOM OF SLOPE 10400 26.85 BCx 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RES7),`ORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. BASELINE (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. TING PROPERTY LINE MONUMENTATION DISTURBED DURING 132.75 K SPOT ELEVATION BWLL BROKEN WHITE LANE LINE 5. PROPOSED GRANITE BOUNDS AND ANY EXIS CONSTRUCTION LAYOUT 11W. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SlIE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. eo TWX TOP & BOTTOM OF WALL ELEVATION CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. ZONING LINE 3&5 BIN 6. PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS BORING LOCATION 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 TOWN LINE SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S DRAINAGE OUTLETS M ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. TEST PIT LOCATION EL ELEVATION EXPENSE. MW 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT LIMIT OF DISTURBANCE MONITORING WELL El EV ELEVATION 7. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA AIRE NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE A- WETLAND LINE WITH FLAG ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION AC11MTIES BASED ON VISUAL, OLFACTORY CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE SHOP 102-51)X 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 FOR LAYOUT OF THE PRO:Efff FLOODPLAIN MATERIAL To AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER FEATURES. IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. _U0- UNDERDRAIN FDN FOUNDATION 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND BORDERING LAND SUBJECT TO FLOODING TI JE DRAIN FFE FIRST FLOOR ELEV)kTION 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 LOCA ON OF PRO CT WETLAND BUFFER ZONE 6*RD- ROOF DRAIN RESPONSIBLE FOR CLEANUP, REPAIRS AND CORREC11VE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND spEcinCATIONS THAT ARE 12*S GRAN GRANITE 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL 8E REPAIRED BY THE CONTRACTOR AT NO SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. NO DISTURB ZONE SEWER FM GTID GRADE TO DRAIN ADD111ONAL COST TO OWNER. 2 RA 200' RIVERFRONT AREA FORCE MAIN LA LANDSCAPE AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE Demolition TING DAMAGES, IF -OHW-- OVERHEAD WIRE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESUL 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LOD LIMIT OF DISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY 67W- WATER POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REMOVE AND DISPOSE OF GRAVEL ROAD 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPOES EXISTING UTILITIES, FOUNDATIONS, AND UNSUITA EDGE OF PAVEMENT MAX MAXIMUM BILE MATERIAL WITHIN THE PROPOSED BUILDING -4'FP- FIRE PR07ECTION 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 ----TDW- DOMES71C 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 NTH THE NPDES REGULATIONS. BITUMINOUS CURB CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO F1110 A NOTICE OF INTENT WITH THE EPA. 2, EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH -------�G- GAS NIC NOT IN CONTRACT LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE --cc CONCRETE CURB ELECTRIC NTS NOT TO SCALE 12. PRIOR TO THE INSTALLATION OF ANY SEWER OR WATER UNES, THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. NO PIPING SHALL BE BACKFILLED WITHOUT THE REPRESENTATIVES. CURB AND GUTTER SIM- STEAM PERF PERFORATED PERMISSION OF THE DEPARTMENT. 3. CONTRACTOR SHALL DISPOSE OF DEMOU71ON DEBRIS IN ACCORDANCE NTH APPLICABLE FEDERAL, EXTRUDED CONCRETE CURB -T- TELEPHONE PROP PROPOSED STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. Utilities MONOLTMIC CONCRETE CURB FA- FIRE ALARM REM REMOVE CATV- CABLE TV 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITID) ARE SHOWN AS AN APPROXIMATE Erosion Control PRECAST CONC. CURB RET :RETAIN REPRESENTA11ON ONLY, THE OWNER OR ITS REPRESENTkTIVE(S) HAVE NOT INDEPENDENtY VERIFIED SLOPED GRAN. EDGING THIS INFORMATION AS SHOWN ON THE PLANS. THE UIILI1Y INFORMATION SHOWN DOES NOT I. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE CATCH BASIN 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 LGC -,, VERT. GRAN. CURB NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAI? ADDITIONAL UTILJTIES MAY BE PRESENT IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. DOUBLE CATCH BASIN R&R REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING LIMIT OF CURB TYPE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT SAWCUT GUTTER INLET SWEL SOLID WHITE EDGE LINE AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND THAT THERE ARE NO INTERFERENCES NTH EXISTING UTIUMES AND THE PROPOSED UTILITY ROUTES, DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAIN MANHOLE SWLL SOLID MITE LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PROTECTED AREAS. TRENCH DRAIN BUILDING TS TOP OF SLOPE 2. WERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING 1 CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT 7f 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 31 EN BUILDING ENTRANCE 00 TYP TYPICAL INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHAI 1, BE ACCURATELY DETERMINED IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. CLEANOUT WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE 14 LD LOADING DOCK OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFIJCT AND CONTRACTOR'S FAILURE TO 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE BOLLARD FLARED END SECTION NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE HEADWALL ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. STABILJZED TO PREVENT EROSION. DUMPSTER PAD CB CATCH BASIN 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE NTH 5, UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT SIGN SEWER MANHOLE ELEVATIONS ON THE GRADING AND UTILITY PLANS. CMIP CORRUGATED METAL PIPE AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS, DOUBLE SIGN CS 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC CURB STOP & BOX CO CLEANOUT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND ---------- WV SHALL BE SET/RESET AS FOLLOWS- Exis!jgg Conditions Information WATER VALVE & BOX -------- STEEL GUARDRAIL DCB DOUBLE CATCH BASIN TSV A. PAVEMENTS AND CONCRETE SURFACES: FLUSH 1. BASE PLAN: THE EXISTING CONDITIONS SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY WOOD GUARDRAIL TAPPING SLEEVE, VALVE & BOX DMH DRAIN MANHOLE PERFORMED BY HERITAGE SURVEYS IN 2000 AND FROM DESIGN PLANS PREPARED BY VHB, WHICH SIAMESE CONNECTION B. ALL SURFACES ALONG ACCESSIBLE ROUTES. FLUSH WERE REVIEWED AND APPROVED AND CONSTRUCTED IN 2006-2007. HYD CIP CAST IRON PIPE PATH FIRE HYDRANT C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE 2. TOPOGRAPHY. ELEVATIONS ARE BASED ON NGVD DATUM. WM COND CONDUIT SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. WATER METER No. Revision Date TREE LINE ppvd, PIV DIP DUCTILE IRON PIPE 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE WIRE FENCE POST INDICATOR VALVE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND Designed by jEC DrawR by LIEC CheCked by dF APPROVED BY, THE RESPECTIIVE UTILITY COMPANY (GAS� TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). CAD checked by Approved t>y FENCE 0 WATER WELL FES FLARED END SEC FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. FM FORCE MAIN scale None "O'e November 26,2008 STOCKADE FENCE GAS GATE 6� THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES STONE WALL GAS METER F&G FRAMEAND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GA% ELECTRIC, TELEPHONE, Project Titte FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR F&C FRAME AND COVER OR BY THE UTILITIES COMPANY. I --s New England RETAINING WALL EMN 6 ELECTRIC MANHOLE S*x Fla, STREAM / POND / WATER COURSE 'H EM G1 GUTTER INLET 7- U11UTY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON 1 E PLAN: DETENTION BASIN ELECTRIC METER GT GREASETRAP - STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHELYNE (HDPE) Thomas The Tank Engine LIGHT POLE ute 15 9) 1623 Main Street(Ro HAY BALES HDPE HIGH DENSITY POLYETHYLENE PIPE 5. SITE CONTRACTOR SHALL COORDINATE WITH ELECTRICAL �ONTRACTOR AND SHALL FURNISH SILT FENCE TELEPHONE MANHOLE EXCAVATION, INSTALLATION, AND BACKFILLOF ELECTRICAL FURNISHED SITIEWORK RELATED ITEMS usetts HH HANDHOLE SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE Agawam, Massach TRANSFORMER PAD CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY Issued for MINOR CONTOUR HW HEADWALL COMPANY AND AS INDICATED ON THE DRAWINGS. MAJOR CONTOUR HOY P&E HYD HYDRANT 9, SITE CONTRACTOR SHALL EXCAVATE AND BACKFILL TREW�,HES FOR GAS IN ACCORDANCE WITH GAS Municipal Reviiew COMPANYS REQUIREMENTS. GUY POI F PARKING COUNT INV INVERT ELEVA'nON 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4� MIN.) SHALL BE DETERMINED BY COMPACT PARKING STALLS GUY WIRE & ANCHOR I= INVERT ELEVATION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR Not Approved for Construction MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. HAND HOLE Drawing litle LP LIGHT POLE DOUBLE YELLOW LINE pa SL PULL BOX TION STOP LINE MIES METAL END SEC Legend, Abbreviations MaMing MATCHLINE P`WW PAVED WATER WAY CROSSWALK ACCESSIBLE CURB RAMP XXXXXXXXXXXXXX - REMOVE PVC POLYMNYLCHLORIDE" 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 -4 UG UNDERGROUND 0, UP UTILITY POLE H�) Sheet of 2 5 Project Number 10288.00 LG,DWG 0 "J— D X 9 T:� �5 X92.4 X 9 33 jd -,/1 r n X 1) 5 A Vanasse Hangen Brustlin, Inc. IN V,--9 1 ,15) X 9 8,6 t Transpoftation 7101 ------- 9 ,/A 0 x 3,/1, Land Development ,X Environmental Services r 00 0 INV FLUSH GRATE One Federal Street BuUding 103-3N —i Q- pringfield,Massachusetts 01105 X 9 4A S 4b - -0916 -747-7113 FAX 413-747 y k 77 CONCRETE COLLAR C�-/ C-) -\- y 8" -)x 4-/J, X C� X C-) 00 LIMIT OF WORK AREA: 5000 SF 4. t (3-1 d, V QV X93,3 0: b Q. 49 0, M—W%o .(9C, 0 PCIC 0 , 158 X % 0 -T 96. fk CNI Q \92 4 X `2" 9 4- XIIINJ114 "A 001-ICOULC *o ivo r rr- 4�E x C�'),8 (D :XJ COMPACTED GRAVEL d 0 03 9 D31 X 9- 3.6 UJ FLOW COMPACTED SUBGRADE j< 171 L FT--- IA 7, 2 10 PVC BEND 7i X ,_P < if f PIPE PER PLANS J. J) z 3, X r 2/07 L=&cape Drain (LD) 0, Z� GAS N.T.S. Source: VHB REV LDJ93 o C, FL�00R F 94.32 < 0 L-------------- rZ U, N ' r ­`�L�,",.bj" SAW X .'s 4-, J / X 'I-, � � �P N TOMS FOR POP JETS EcHA, )ETAILS FOR INFO) I 0\ps 5 11,;, [Lv CD it E. J,�, EECH AN I CAL CATCH BASIN GRAT X 90 EL SPOUT FROM TANK f >-1- rcLo, i 83) (SEE�,,,/MEC DETAILS FOR 1 0 -1 - JR=95.0 T) SILTSACK --Q-\ 6-1 \X 1" REBAR FOR 0 V, )E R BAG REMOVAL Q i 88.9 (OU i", El I tR= ---------- 013 & -4- SCALE 0 SCALE SCALEX2 ........... YU Lo 1,7 /A. 4 '10 %0 J NOTE: DROP MANHULL X SCALE IN FEET z 7 1-f f J 1 90.5 (a 1� TO ELEV=91� INSTALL SILT SACK SEDIMEN I I NAI` 95 75 < 1 90.2 2 IN EXISTING AND PROPOSED Plan View STRUCTURES WITHIN FORESEEABLt LIMIS OF WORK. 3 CATCH BASIN GRAT J 5, —F ........... 7 --9 SILTSACK FLOW DO GE. Exr5j, M EXPANSION RESTRAINT D Mirl, 3 I'To IN\ OF RK- 0-i , t R C section view k_- H 1 - 90-0, 'Sp� EN-1 H\ ......... Vc 1 9-15 �-OUV 1. EROSION CONTROL 12 5/08 0 > No evision Dote 4N R Notes: ppvd X V-7 i 101.(" Designed by Drown by Chocked by jjF 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON 2 H UEC THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS SC CAD chetl<ed by Approved by AFTER BINDER COURSE IS PLACED AND HAY SALES HAVE 13EEN ------ J Scale Dote ltl=201 November26,2008 REMOVED. N, Project Titie 2. GRATE TO BE PLACED OVER SILTSACK. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE + V PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM Six Flags New England I J." + P1 AREAS HAVE BEEN PERMANENTLY STABILIZED 96.0 'A' ,X , Now I nomas the Tank Siltsack Sediment Trap 6/08 Main Street(Rt 159) 6 N,T.S. Source: VH8 LD-674 Agawam, Massachusefts issued for 9 FES % J 96 8 Qb( V- -e X 4�- J Not Approved for Construction -0 96� 70 Growing Title j X S 7, Fl- o 6, FES A/ Layout & Grading Plan V-6. 0 X 3 F E�$ ..FES % I- F-6' CHAINLINK r SUMP CB --N 12" SQ X 4" DP. 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". -: b *J f'�UfYSki$I': v ,, . - a r, J .r.- ^ � a .. , a r, E r v i , o f c y. - y•�,ryryrryy{{1� hhy��}y A#l,G C7�«t7 V \,SIX FLAGS DIRECT Y\ 008\Th mas the Tank\,EC.dwg s ry � - a F , *ter^ __ e r C) 0 ,< w a` � Y ro ,3 3- X0µrQ Vt nasse Haag en 'rust Inc. , CD 0INV-=9 .5 Transportation X1 Land Development B 97,400 ", 7 w«.w .. -. Environmental ekes Xx One Federal Street Buildingt - _ Springfield,Massachusetts 110 :. 0 9c will, s ` r � ,1 _ 762 r ,��+.J �I*R—3 X 9 3.3 r.>�S. E. 9 s.. w y. , 'c'.."b. e „:;:.x. ✓'" yyam�.. t • ,,u,' .,,_,:.,:, ter.. xT 91.9 A.-'s.. .ry .... F 1 0 FF D FbS E c tz r , r w .; , 4 w - , 108A �-J ..., , 1022 101,7 cl , , ASPH ti "ar\ - - 7� *.. f DENSE PEE FINIM .. r OM aEv- ? _r. CD 00 E 2 -. 4 &X10 [Q 0 V. SC—2 ©fr 4 r X90 .u. Y CB 1 fHI C83 t /�+�y yqt,,��' e�.•�'paFF 1, tEd�11iyp r f t Y . 101 7] + DROP MAN. O�, fl }X y��y ��. 3 Va .sr:. TO - o sw - 98.7 r �� 6. C�3 tea I �" I _91.0 OU Tj RqC �. K w Y� p DOG 97 ' 1 Y r �u P A r, ...,. .a. E Uf : /� : o Revision pc#e v�l: R I g C7 . 4 Y 95.5 Ox 0 o , Designed b a qwn b Checkers b s A.0 � � D checked b ' Approved b 4 w afJ r ri r Date r�,_ � e lc�Vemt�er Q0Br b ,. �.. Project Title � et .. .. :�: : X8T5 n Six Flags New England 91,5XO X8-7 omas e ' ngine 1�a Main,Street {?Llte 159) ( � x- 87,6 Massachusetts 9 STA Issued war Mmicipal Review : T s_ Cy Is, . ' �''�y :: Not Approved for Construction .. . Drttwu7 Title 1FES ,� s FORL :: 1 Y y r ; 00. f us �.., 10 X- f7 .. 95 FES Existing Conditions Plan 7, , X ro X �,.:.. • 7 ° _�,...:. pY. .. . `T.8 ., �.. �a �HAINLINK' CB 3 1 FENCE R=93b 1 c� Drawing hturnbes` �A } -500 O('^;fi�gg s DIESEL FUEL� � MH s".. N �.,.9 .a X 0,7 r =96.4 :.. :.. ,-3 Sheet of I 1Y2 9CA Project Number 10288a00 4: QUARD