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SIX PLAGS FOLDER 3 1 t - TOWN OF AGA WAM oy►� 36 MAIN STREET AGAWAM, MA 01001 a; yr� DECISION OF BOARD OF APPEALS Petition of Six Flags New England, Inc. Premises affected: 1623 Main Street I Date: November 26, 2012 Case#: t906 I The Agawam Zoning Board of Appeals conducted a public hearing and meeting on November 26, 2012 at the Agawam Public Conference Room, 750 Cooper St. Agawam, MA for all parties interested in the appeal of Six Flags New England, which is seeking a Special Permit in accordance with Section 180-49, Paragraph A of the Zoning Ordinances, to build a new amusement ride at the premises identified as 1623 Main Street. I After the public hearings and a thorough review of the facts presented, along with a site visit,We Agawam Board of Appeals made the following findings: l. The subject property is located in a Business B zoning district. 2. The subject property consists of an established amusement park. 3. The petitioner wishes to build an amusement ride which exceeds the height requirementsig stated under Section 180-49 (A) of the Town of Agawam Zoning Ordinances. " 4. The last sentence of Section 180-49 (A) of the Town of Agawam Zoning Ordinances states: `4 i "Notwithstanding the foregoing, an amusement device which constitutes part of an amusement park may exceed the height limitations contained herein only after issuance of a special permit by the f Board of Appeals". 5. The proposed water amusement ride will be approximately seventy-eight(78') feet in height. 6. The proposed water amusement ride will consists of mostly enclosed tubes. 7. On October 18,2012, the Agawam Planning Board voted to approve the site plan review for the subject property. 8. A memo, dated October 19, 2012, from the Town of Agawam's Safety Officer stated " a new ride would have no impact on pedestrian or traffic safety". 9. A couple of people spoke of their concerns regarding noise. 10. This specific site, located within an amusement park in a Business B zoning district, is an appropriate location for the proposed amusement ride. 11. No evidence was presented to this board showing that the use as developed will adversely affect the health, safety or property values of the neighborhood. 12. No evidence was presented that the proposed amusement ride will be a nuisance, especially since any noise emitted by the users of this ride will be mostly contained by the enclosed tubes. No evidence was presented that the proposed amusement ride shall pose a potential hazard to vehicle or pedestrian safety. DECISION(p.2) Six Flags New England, Inc. Case# 1906 13. Through the conditions of the various local boards, along with state and federal requirements, there will be adequate and appropriate facilities and controls providing for the proper and safe operation of the proposed amusement ride. 14. The proposed amusement ride is not considered so objectionable or obnoxious that the proposed ride would be against the public interest or detrimental or injurious to the character of the neighborhood. Based on its findings, the Board is of the opinion that it is within the authority of the Board of Appeals to grant a special permit as stated under Section 180-49, Paragraph A of the Zoning Ordinances of the Code of the Town of Agawam. Now,therefore, by a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a special permit to allow for an amusement ride to exceed the height requirements fence with the following conditions 1. The proposed amusement ride will be constructed according to the plans submitted entitled "Six FIags New England Water Park Addition, 1623 Main St., Agawam, MA, prepared by VHB, Inc, with date issued on September 18, 2012. 2. This special permit is for relief from the height requirement only. This proposed ride shall be no higher than seventy-eight(78') feet. 3. All other zoning ordinances are to be met. 4. All conditions set forth by the Agawam Planning Board must be met. 5. The petitioner shall record with the Hampden County Registry of Deeds a"Notice of Special Permit" form,which shall be provided by this Board and proof of said filing must be submitted to this board and to the Inspector of Buildings. 6. This special permit shall become null and void if construction of this ride does not commence within two (2) years from the date this decision is stamped at the Town of Agawam Clerk's Office. This decision is subject to appeal in accordance with M.G.L. Ch. 40A, Section 17 within 20 days after this decision is filed with the Agawam Town Clerk. Attachment: Signatory Page of Decision TO WV OF AGA WAM 3 6 MAIN STREET AGAWAM,, MA 01001 BOARD OFAPPEALS ORq��MP Signatory Page of Decision Case#: 1906 I p Date: November 26 2012 Applicant: Six Flags New England, Inc. ro Address: 1623 Main Street o F By a unanimous vote of its three members, the Zoning Board of Appeals hereby grants the petitioner a Special Permit. This approval is subject to the conditions set forth in the attached written decision. Doreen Prouty Ga Suffr James Marmo 1 Gary Geiger(Alternate) Richard Maggi (Alternate) Site Plans Issued for: Permitting . � a er ar 1 10 Date Issued: September 1 2012 W t P k Add t M Latest Issues September 18, 2012ain z treet 4 Aaware assac .se s No Thawing Title s Latest Issue , . P�; x P. . 1,,, 1 I •Y. / f • ,,11 1 a . /.• O i t ,3{; a C�-1 Property lnformafi6n Legend, Abbreviations and General Notes 09/18/2012 �r 1 •• • ,r s y r .r _209/18/2012 Owner/Applicant, C Overall Plan -� . _ -k� • ` i - ° Y Six Flags New England C�-3 Demolition Plan 09/18/2012 • 1623 Main Street Qdb • -� ' � • , ,, ` a��. Pip P4pa C-4 Layout and Materials Plan 09/18/2012 -- ` y Y_ `► " ��} -. _ Agawam-, Massachusetts 01001 Q - Drainage an Erosion Control Plan09/18/2012 ,-`-.. ., :� :.Y�, .^:. _ � _ � � : _.� � �- • C 5 Grading, ray ge d o s n n P 1 .-- t a � •F -., a a r'=... � `. • u� 1 xis '?., " C-6 Utilities Plan 09/18/2012 -. J _ ;' k � ,�` + k C-7 Details 09/18/2012 - '; 1� ( •• �� 0 r""'• •.+ :`:'vi. 3•.+{sM_.xL oyN fir' 4'yf ! • . . C7 Details � � 09/18/20-12 °� � s %. • 'a y -...a» \; . t -d, vt- C-9 Details 09/18/2012 ,, /r=` Site Location Map t N.T.S. No. Reference Drawings Latest Issue ' Sv-1 Existing Conditions Plan 08/04/11 1 of 2 Proposed Outdoor Slide Layout 06/27/12 2 of 2 Proposed Outdoor Slide Layout 06/27/12 Assessor's Map: 5A-3 Blocks: 256, 2579 2589 262 Assessor's Map: 5B-�3 Block: 52 Vanasse Hangen Brustlin, Inc. Transportation Land Development w Environmental Services fU AMU One Federal Street ` 4 ago Building 103-3N �� N �� �� a 2 Springfield, Massachusetts 01105 � 413-747-7113 FAX 413-747-•0916 MASPRING PROJECTS 12072.01 CAD LD PLANSE 12072.01-LEG c • v v 2 a Legend Abbreviations Notes: r Vanasse Hangen Brustlin, Inc. Exist. Prop. Exist. Prop. General General Layout and Matena CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY `DIG-SAFE" (1-888-344--7233) AT LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE Tmnsp°rtatipn EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. Land Development PROPERTY UNE hx., .. !:" HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP Environmental Services 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION 2. CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. PROJECT LIMIT LINE RIPRAP ADJ ADJUST ACTIVITIES SHALL. BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. One Federal Street 3. CURBING SHALL BE CAST-IN-PLACE CONCRETE CURB WITHIN THE SITE UNLESS OTHERWISE -� --- - - -"-- RIGHT-OF-WAY/PROPERTY LINE CONSTRUCTION ICON ENTRANT APPROX APPROXIMATE 8 /I' 3. ACCESSIBLE ROUTES. PARKING SPACES, RAMPS, SIDEWALICS AND WALKWAYS SHALL BE INDICATED ON THE PLANS. Building 103-31N CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH Springfield,Massachusetts 01105 EASEMENT CONSTRUCTED 1Cx 27.35 TCx TOP OF CURB ELEVATION BIT BITllMINOUS 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 N FAX 413-747-091 G BUILDING SETBACK BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 10+00 10+00 26.85 BCx 26.85 Bex 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. ---------t-------- �- BASELINE (BUILDINGS, PAVEMENTS. WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. 132.75 x 132.75 x SPOT ELEVATION BWLL BROKEN WHITE LANE LINE 5. PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING a -�- CONSTRUCTION LAYOUT 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SMALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. 45.D TW 45.0 1W 3,5 Dw" 38,5 gyyx TOP Et BOTTOM OF WALL ExEVATIQN CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRAI E ELEVATIONS. ZONING LINE 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 PAVEMENT'S, AND EXISTING GROUND ELEVATIONS ADJACENT TO M TOWN LINE 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. EL ELEVATION EXPENSE. LIMIT OF DISTURBANCE Mw MONITORING WELL 7, SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT 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 -• WER-411p LINE VATH ELAQ ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP 102.5i X SPOT GRADE ON DECK EXIST EXISTING OR C111'M tMEME, THE WNTRAGTOIt.SHALL 5TOP WUKK IN mt VIGINITY OF THE SUSPECT DRAMN(ib AND FIELD MtAbUKtMEN I5 OF SUPPLIED FKUUUG15. FOK LAYOUT OF IHE PKUJLUT FLOODPLAIN MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER FEATURES. Uq UD UNDERDRAIN FDN FOUNDATION IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. � 12.D 12"D--f S. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS SPECIFICATIONS AND E BORDERING LAND SUBECT TO FLOODING �-- �-- DRAIN 8. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FFI= FIRST FLOOR t»LEVATION RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE CL "z WETLAND BUFFER ZONE -- 5"RD-- 5"R� ROOF DRAIN v1 GRAN GRANITE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 12 5 i2"S 9. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL ICE REPAIRED BY THE CONTRACTOR AT NO "D2 NO DISTURB ZONE FtA "'""'" "'"""' SE GTD GRADE TO pRAIN L ADDITIONAL COST TO OWNER. FORCE MAIN Demolition 200'RA 200' RIVERFRONT AREA LA LANDSCAP,# AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE OHW 0Hw OVERHEAD WIRE IMPACTS TO OFF SITE AREAS, AND SHALL 8ft,.RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LOD LIMIT OF pISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTTUTY _. -- - - -- GRAVEL ROAD -- s•w s'W WATER POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EOP _... -.... MAX MAXIMUM 11. PRIOR TO THE INSTALLATION OF ANY SEWER OR WATER LINES, THE CONTRACTOR SHALL CONTACT EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING EDGE OF PAVEMENT 4" 4'FP FIRE PROTECTION THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. NO PIPING SHALL BE BACKFILLED WITHOUT THE FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS - -� �®. - BITUMINOUS BERM 2" MIN MINIMUM PERMISSION OF THE DEPARTMENT. AND SPECIFICATIONS. DW- DOMESTIC WATER Tic _ ----- BITUMINOUS CURB --- a•c--- 0 GAS NEC NOT IN CONTRACT 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH Utilities LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE �C ••-•- CONCRETE CURB E E ELECTRIC NTS NOT TO SCALE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY CG. � 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATIVES, CURB AND GUTTER STM - STM STEAM PERFORATED REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATiVE(S) HAVE NOT INDEPENDENTLY VERIFIED Cc ---• �- -- EXTRUDED CONCRETE CURB --�-�T T THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE VATH APPLICABLE FEDERAL, TELEPHONE PROP PROPOSED GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES. MWI NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT MONOLITHIC CONCRETE CURB -FA- FA FIRE ALARM THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING cc � REM REMOVE PRECAST CONC CURB -CATV- -CAN CABLE TV CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, EIo;aiQn Control RET RETAIN AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM SGE _ SLOPED GRAN. EDGING THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE 4, £ vim.... ® CATCH BASIN R&D REMOVE AND DISPOSE INCLUDING ROUTES WITHIN THE PUBUC RIGHT'S OF WAY. AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS VERT. GRAN. CURB IDENTIFIED IN FEDERAL., STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. ®� DOUBLE CATCH BASIN R&R REMOVE AND RESET 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING LIMIT OF CURB TYPE CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS 2. CONTRACTOR SHALL. INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT GUTTER INLET SWEL SOLID WHITE EDGE LINE INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED THEREFROM ON A WEEKLY CASS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND -- •--••----••-- SAWCUT WITHOUT DELAY BY THE CONTRACTOR, ANO THE INFORMATION FURNISHED IN WRITING TO THE DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY 00 NOT ENCUMBER OTHER OO DRAIN MANHOLE SWLI_ SOLID WHITE LANE LINE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO DRAINAGE STRUCTURES AND PROTECTED AREAS. L saw= TRENCH DRAIN NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR BUILDING TS TOP OF SLOPE ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT c PLUG OR CAP SEDIMENTATION SHAM NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION EH BUILDING ENTRANCE i GLEANOUT TYP TYPICAL 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. ED LOADING DOCK ELEVATIONS ON THE GRADING AND UTILITY PLANS. i� ► FLARED END SECTION 4. CONTRACTOR SHALL. PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE . BOLLARD FLARED RIM ELEVATIONS FOR DRAIN AND SEINER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE HEADWALL utility AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND STABILIZED TO PREVENT EROSION. 0[ ® DUMPSTER PAD SHALL BE SET/RESET AS FOLLOWS: CB CATCH BASIN 5. UPON COMPLETION OF CONSTRUCTION AND ESTABUSHMENT OF PERMANENT GROUND COVER, -.- SIGN Q • SEWER MANHOLE A. PAVEMENTS AND CONCRETE SURFACES: FLUSH CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT � DOUBLE SIGN cs cs CMP CORRUGATED METAL PIPE B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSHAND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 0 CURB STOP & BOX CO CLEANOUT wv wv C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE Exist Rg Conditions Information ---� _ - STEEL GUARDRAIL a0 WATER VALVE & BOX DCB DOUBLE CATCH BASIN SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. WOOD GUARDRAIL TS► �i TAPPING SLEEVE, VALVE Et BOX 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY " DMH DRAIN MANHOLE 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE PERFORMED BY HERITAGE SURVEYS IN 2000. SIAMESE CONNECTION UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO T1-IE REQUIREMENTS PROVIDED BY, AND H)v HYD CIP CAST IRON PIPE APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC. FIRE ALARM, ETC.). 2. TOPOGRAPHY- ELEVATIONS ARE BASED ON NGVD DATUM. 'so FIRE HYDRANT FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. :: .: = = PAIN vim wM COND CONDUIT WATER METER TREE LINE PIv pIv 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES No. Revielon Rote pvd. DIP DUCTILE IRON PIPE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, POST INDICATOR VALVE - - ------�t-- WIRE FENCE © FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR t"goed by Drown by Checked by J jF u FENCE WATER WELL FES FLARED END SECTION OR BY THE UTILITIES COMPANY. CAD checked by Approved by - --�.. .... �-e--- STOCKADE FENCE GAS GATE FM FORCE MAIN 7. UTILITY PIKE MATERIALS SHALL. BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: Scale Onto September 18,2012 ovoCx7o• STONE WALLA p q GAS METER F&G FRAME AND GRATE -STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYrTHELYNE (HOPE) Project •mtie •--- RETAINING WALL 9 !! ELECTRIC MANHOLE F&C FRAME AND COVER & SITEEXC CONTRACTOR SHALL COORDINATE AND ACKFlIT OF ELECTRICAL CONTRACTOR FURNISHED SITEWOR FURS ITEMS Water Park Addition ••---- STREAM / POND / WATER COURSE EM EM GI GUTTER INLET SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, UGHT POLE BASES= AND CONCRETE PADS. SITE Six Flags New England ELECTRIC METER CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY ---- DETENTION BASIN LIGHT POLE GT GREASE TRAP COMPANY AND AS INDICATED ON THE DRAWINGS. HAY BALES H HDPE HIGH DENSITY POLYETHYLENE PIPE 9. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4- MIN.) SHALL BE DETERMINED BY 1623 Main Street -x -- �z- SILT PENCE d TELEPHONE MANHOLE THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS S1 TOWN ON THESE PLANS FOR swam,Massachusetts HH HANDHOLE MANHOLES THAT ARE 20 FEET 1N DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. d � TRANSFORMER PAD Imed for 4 MINOR CONTOUR H W HEADWALL Permi�ing M GonTow -0' UTILITY POLE M NY`�3r�ANT 10 t0 PARKING COUNT 0- GUY POLE INV INVERT ELEVATION IL GUY WIRE & ANCHOR Not Issued for Constuction E10 COMPACT PARKING STALLS I= INVERT ELEVATION MFI Iili a o HAND HOLE Drawing role - Tin D DOUBLE YELLOW LINE PD PB LP LIGHT POLE STOP LINE MatChUPULL BOX MES METAL: END SECTION Legend, Abbliviations 1{11111111I 1 I � 111111111 CCROSSWALK �- MATCHUNE PWW PAVED WATER WAY and General Notes. I! za La ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORILDE PIPE ACCESSIBLE PARKING RCP REINFORCED CONCRETE PIPE VAN-ACCESSIBLE PARKING R= RIM ELEVATION SMH SEWER MANHOLE ... ..,.,._ Growing Number TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND , UP UTILITY POLE jom 3 C. . I IL r Sheat of o�9 P�G•�� ���� I $ FSS10t L�N i i Project Number ii 12072.01 12072,01-LEG.DWG IASPRING PROJECTS 12072.Ot CAD LD PLANSET t2072,01—OVP U r+7 ` r N 0 Vanasse Hangers .Brastrin, Inc. Transpormtion � � Land bevelopmen# c Environmental Services m N 0 One Fedcral Street o Building 103-3N Springfield,Massachusetts 01105 413-747-7113 —FAX 413 747-0916 a a. WATER PARK ADDITION LOCATION N r O w N O N r� L m .arz o . m ® f or D o r (( CILI 4 0 • o Ilk • '� ° Jq �V 4==Zm;—.b • $ q a' f • ■ i aQga Ap cLawn op cs u� •*, onr f .. 470 Ly; J �Fi-2. wril % •'� 1, {? ... " I • • o � .. • - er.,....R .�..,. # " o ° • S `+•�/ \ i \ No. Revielon wVd. l...J -- -.'._-� _.._ .,.....• �- ..`—'-•- � �a �o� �• -- wb•• Q � � o — � _... `r /� � � / Designed by brawn by dteeJcsd by .1,1F CAD checked by Approved by SWU 1Mit03NN03 sco]e In-.,2w Dote September 1$,2012 Prot Title i Water Park Addition Six Flags New England 1623 Main Street Agawam Massachusetts . Wood tar Perm thing Not Issued for Constuction Growing Title Overall Plan Drowmg Number zoo 0 200 C-2 SCALE IN FEET c • street of w 2 S s$iQH Prot Number Ol, t 12072.01 12072.01--OW.DWO MASPRIN6 PROJECTS 12072.01 CAD LD PLANSET 12072.01-DEM x }� 1931- a 4t1 '� Q p y" X91. a wa, x r3 bx siw a '�.. � �" `A p�'f- � fh f. xN4� $F. k81.2 � 35� � q� `� 92.5 6 x 6.4 x96,3 X9(I. ` V `� r IL r x� i,5 k 96. CL IOU p s s eo �` xisQ CL It �Ip X 1 40 to .tA x N p n 9 7 $ 98.8 97.0X bi 034 in X91,2 11F7.R � g�.z ? 1 25 x �o � � �,� � x Q x9i,� � � .---'� ° YIe��ZG�SSe .,�GiE?Zge�'L Brust�'in, Inc. STAGE 3.3 ►- Y Dts IASSF^URE" 92.7 Z X9116. `j ^ - 5 Transportation n 5,8poM�' sD� 96.8 97.Ox q x 2.3 X91.G E 7 9 ' X �.5 Land.Development q X9+ 9 3 93,X S o a a 1821Vkrf?I1CF7fi.Ilt&1 SiTVCieS 0 0 92.5 v 6.0 0 Q x < 8 X91.9 x91.8 ��' , �• '� ` One Federal Strut R ' r r ".y✓� t r r Building 103-3N � x96.9 ] 92.5 19 3. ` 91.7 x Springfield,MaS ahEttS 01105 2PRESSUiZE m 9119 X w O V DISCHARGE FROM X9215 _ x¢- kupF M M _ 413-747-7113-FAX 413 747-0916 6 Pl7�IP Hau5£ T1` x87,3 ° 6 0 a X <�� � 92,2X -des � X92.1 .10 q .c � 0 o . � •-c .V.. - Y X91.2 X92.1 y 91.9 9X2 X88.1 O C] X89.1 REA OF w 7 ENTO OVAL x X90,9 _ r 0. 91.`7 X91.5 '� r, 4 X95.$ X89.5 X92, -- X99.5 SS 0 4 ` X N 89.2x (] 31.2 88,7X r o ._ cv aw) �'4 92. Qsa x 8 _ ' X94,7 x X88.6 ss.9 T N g1.6 X95.7 X88.5 xs9.s x PI EL Xs8,7 X8815 e.� es.3X PI EL 80 1 Y 11 T 7 v1 APPROXIMATE LOCATION OF PUMP DISCHARGE LINE FROM NEW POOL FILTER TOWN OF AGAINAM SE R EA 0 T � : 4" WATER LINE X'a SV H p ' LV \ x o �z ae�a 9k.5 AIM x $S f>I R M b6500 V A L M 0 RIM e6srs RIM"160 O 004 4�RE ovA 8 w OK 3632 PAGE 9 53 LA BOOK RIM4040 125 P67 A E RIM 49 I x sn.s - x R o & oIz 0 XI TIN U Eki f ao G RD AlL RIM b6_50 ° RIM 86;� � r w REMOVE o a t�iM8ta5o EXISTINGrn F REMOVE FEN C 0 sb a7 ' SOH PAVEMENTS j & RETAIN FOR G IAJ 40 0 40 80 RE-INSTALLATION °ice°� SCALE IN FEET - a 1:11kM z a a , 3 - B R e ISTING x ,.. ,,: T .i t � � 4 �l R P T REMOVE FENCE a'ETA sL f j p PAVE RE 0 4® �o RER RETAIN FOR IN o UM 0 WORK T RE FOR -� ra rkrr .�.. ■..� ... z✓ '� �► i N RE-INS ALLA-n p � � w 4V-h 75 53 REMO ---y- -- -- __ _ & RETVA�OR �► © �► REMO ATE LIMIT OF SA AREA OF _ A 1 G "�' �*•• r & RE Af F EXISTING 2 t+05, MENT REM A t>~ 1 & RETAIN FOR E-I ST TION PAVEMENT RE-INSTALLATION REMOVE EXISTING REMOVAL VEMENT pvd Revision Date PA ~ is Designed by prawn by Checked by 5TA JJF - � �; �� i - 35 £IRE LANE CAD checked by Approved by 2Di+33 REMOVE EXISTING Scoee 1 -4+._40s September 18,2012 Iwo:. BITUMINOUS WALKWAY r rrw ■..r n#rr 44M irrw Project Title �� & DUAL AISLE LIMIT of WQRIC �` Water Park Addition STA C104 TO REMAIN AVEMENT wwromy. ��il REMOVE EXISTING S ix Flags New England PAVEMENT . GRAVEL � 1623 Main Street 12 Agawam,Massachusens art Issued for Permitting 2+47 32 F'ES fNY� ass " -- t73, D Not issued for Constuction �q, +� > +kwnrr rel�l t7 Drawing Title '"V= � TOP-a.5,0 FIELD LOCATED GAS LINE 10-- 28-09 . iiuv.� 86.2 oi- 0 -� E LINE SEMEN7'Sc LED G Demolition Plan. HbP -.. F 000000 000 00 W 0000000000000000 INV- sz.o Q p 0 Drawing Number PATRICIA ROSE N/F Q�� joyC-,3 YOUNG PAPKE F JEAN E. PEARSON N N/F / N/F DOMINICK J. RICCO � w Sheet ct JAMES MANNING LONGO as 3 8 ,4 Projo4t Number 12072.01 12072.01-DEM.dwg MASPRING PROJECTS 12072.01 CAD LD PLANSEY 12072.01--LM 93 art fiii rn d �" X91, ' - +?i $ x9i.x fs {,ri{' ,R b a 92S 6 x 6,4 X96.3 � X901 `, b• �• � � rt ttrtr X II rrit � . rr ritt it II II + v� �tCOM 915 �, frtr �. FPO 96. W r-I ❑ iiii�� r'�•co, rr a FIP g x m `, d X x "rri.7 X 9 # • Site Data Chart X9 7 . 96.s s7.0 Q x ! � 91.2 C7TRA of 153,500 SF rtt fi, a WORK LIMIT- AREA: . N 1 Q x Yaasse Hanger �3rustan, Inc. 25 x 40 92,2 Ij1j rr STAGE 0 ❑ .1 3,3 X91.2 EXISTING PERVIOUS AREA: 00 SF r t t t r z` pr ssuRr 92.7 92.3 x91.5 X91,6 1 t 1 DfSCNA FROM 00 X � un� 96.8 97.0 g .� , ,, ' I} �'0 x x b X S1,5 � EXISTING IMPERVIOUS AREA: 153,500 SF 'Transportation ill; rIytr o �92.i x9 9 .3 � �3� Land La irDevenopment Services f r r+� ° o � � PROPOSED PERVIOUS AREA: 49,200 SF tL r�� o s 5x°�, e � 4 x .6 f PROPOSED IMPERVIOUS AREA: 104,300 SF E x91,9 a �� �31.8 x - � . One Federal Street 1, X96.9 92.5 r 2. 92.2 ❑ X CHANGE IN IMPERVIOUS: 32 I , Q 91.1 Building 103-3N 2' P,�i_ssuaE X *m �'0�31.6x 91.9 i� X � r ' ~ ! 1-CPum HOUSE Fg°"� x98.5 M Springfield, Massachuse s OI 105 G} 92.2 X X87.3 I f 413-74,7-7113-FAX 413-747 0916 36.2� S ." ....,.' m x92.1 }. X91.2 X92.1 � 91.9 `�22 el/l/ x88.1 d X89A 8 Q / x91.2 X� - . 1.9 r.Y X9115 x95.8 X89.5 ```_ XO X92. ` ❑ o � - ff yw ' r o i X99.5 k-I88, r N ii 4 49 i xy X91.2 r ° �L $t3.2X C� � r 8$.7X � .._.. 'll x x88.6 892 8.9 � X94,7 r PI X95,7 i X88.5 x89.6 x J1.6 X88.7 8.9 8$.3x `. y{�+ p O F } 1 - X9 . y S '' e� B 0 4) T v s~ i -� ....,.... .. I all _ _ � °' "`""''_ •- APt'f2gXIMATE LOCATION Or PUiHP 01SC#�ARCE LINE FROM Nlww PDt1t~ FIL 0 i TOWN OF AGAWgM SE R EA TAR - c4» WATER LINE • 4" P xsl.s A „ _ 7 -=`- B 0 632 PAGE 153 ° .. LA BOO-..r.-,. ..._._.. K 125 P A AC LINE � ., -.. .,. E ONING CODE SEUMN 180-• �. ` EXTEND Q _ ♦♦ ` EXISTING SIDEWALK $ , � � ss,Q 4.. P� � R o X i.s °���c � � ♦ ° ♦ E:297460. 78 �x 10 t L ® L=46.78 " c3 � � A=31 32 02 �•- " 0) m W 2g• ��� " .. SlAii ! R=85.00 # ¢ + , Q 0 40 0 40 80 Mod RELOC ( FENCE 67 °'� Z SCALE IN FEET ' [� a�,, ® / 33"12'41 _ r �^ o R= .40 _ I RELOCATED DOW SP TATO �o° v � • o� � M DECORATIVE SPLASH I:sA SHA AR a FENCE SIGNATURE R �klYg r ■. ■..i. °D .. ..... ROX. 75 TO oo 00+7 s3 TOP CANOPY/SHAD c,i , N9'21'01"W w �� RELOCATED ' AREAS STRUCTUR L t 25.06', ♦, �►�� I LA `� DECORATI I VENDOR �, LA ♦, r .s x84.5'/ FENCE StAxt+a5.s �. '\�� 4" CONTROL °1 ,II,■ �-00 FRO L=35.54 FENCE GRASS ° ° ° AREA LA / '' 2k R-=50.52'22Y A ° ° o \�`\+ �� o� AREA `\\ � �� a �` No. Revision Date vd. d `� Designed by Drawn by Checked by !T ° '�1' ors rra s �� 70N G FF jjF x� , 'sTA �\�'`� O QUEUING o 33700!9 4G tot*39 35 FIRE LANE 6 1 �C _ _ 266.22' _ _ - CAL? chocked by Approved by \ uN£s _ _ _ _ -- --- 1 � A�TY a -} N9000'00 W4+00 - " A`�7Ei�f� f�EA p Q L-�=99.35 � 1 PC l3 d b 90« c A=2444"59 RELOCATED Score 1„=49 Dote September 18,2012 '$a. ,Fb 1ST Tii L=26.23 Project Titre Addition ► sot,ss. J \ r L=84.46 10 ao' R=4o.00,09" LIMIT OF WORK ��T tidd tl n 80'38'S8" SEATING AREA tw ■>ri w. .rn sir .w Water Par ^ �ti 4 CONTROL GRASS R=6o.00 TIN R SEATING AR A _.1 - NEW a AREA �` �a a Six Flags New England ' Why BITUMINOUS FENCE ' CONTROL J FENCE I SIDEWA SPECTATOR 20= • 623 Main Street ♦ - SHADE AREA E; g RELOCATED TOWER ,� �. SNACK STAND/ zA Agawam Massachusetts BITUMINOUS PAD DINING PATIO DECORATIVE CUSTOM SHADE �� � '` GRASS AREA FENCE � issued for TA �. ___ '� B ---i-_.. ___ ^�_ `�`` -- _ / (FUTURE WATER I`I�ATURE3 t PCI I1 1n�r / -.� _ $ A SEGMENTAL "n'+rr , MNI Ir, ,,,�� ,-- - , �r-a.+rr ewr-� BC . . ,2+71. a RETAINING WALL FILTER "" �'"' ,,,� „� ..i ~-- - - e Not Issued for Constuotion `b� 24 e�iw t>�aii err >irr s� eye MI -- �saINV� ``' or as.A I3UILDIN FIELD LOCATED GAS LINE 10- �--- Drawing Titre 86.3 os/os�to RELOCATED 28-09 �' s .__, +01. 0 IF47.r_. Q� --�. i � � � r�ITUMINous �..i,a.�4llt an ED G LINE SIDEWALK Materials Plan ❑ $,� E�. - �.sc ME.� F. QM ona�aoaaad0000aoe�noo4oaQoe�oc�oo P t , Drawing Number PATRICIA ROSE N F YOUNG PAPKE . JEAN E. PEARSON Cw4 N/F NSF N IF � '� � �t JAMES MANNING LONGO DOMINICK J. RICCO , sheet of 4 9 ,�,R3r sS1411 4� project Number 12072.01 12072.01-LUdwg MASPRING PROJECTS 12072.01 CAD LD PLANSE 12072.01-GD Ld +r rill ' 1HP x A X9 7 ? iD 9fi.a 97A Q X '_°cif r # X91,6 i ! rrr #r fill r!I `. _".,- 1 25' x 40' 9 .2 c X X IL 3,3 X2 ! r+ ° FFE=i8.5 71,8 ,d.. 92,E � 1 f 1� !i i �' F ssf=�h��"'� STAGE p� 9� � .1 r��.3 � X9I.6 x9].6 � 'n #1 r r r DISCHA ^r: FROM 9$.$97.4 x x + ,\ X9 9 rlprr y�� --- H i h tl i`Il 0 9 sx�Q 92.1 _ ` ���__�_ # Q ,�� Ya asS n, Inc. #r# �- n eangen Brustl _ 9.� � 1 ►r.-- Y 6.0 � X91.9 ao X91,$ ,sx � :� ,' ,' / 78 X91. 7 � _ X9b19 92. a93. 1, r�,,., p a 2 , 92.2 911 `/� ° �� $ e .�, �� `F'` + Transportation °' 91 2' PRESSURE � �31.6X X 91,9 r#f ;� � � 5 � ; w_ `"� � '" Laid Development a+ �� PUMP NoUSE Ord X92.5 '� i f 2A" HOPE a 1 0 4 " 92,2x X87.3 l� 4 ..� Environmental Services 4 e 96.2 X92,1 < > xF36.3 , g ` ~ m N ° # ` r �"� One Federal Street X91,8 X92.1 91.9 92 2 X88.1 p X89,1 �\ 91. x91.8 x x f $ �, \, o `' _ -" Building 103-3N a Springfield Massachusetts 01105 r 1.9 ------�-_ ti X9019 X91.5 8 � � � ...� �� c,� � �"� 413-747-7113-FAX 413 747-0916 p X95.8 X89.5 ~ ` � 7 X92, �' • ? f�� 41 t X99.5 X C? 4 �` t �6 d �91 96.4 � 89.2X Q X91.2 [ ao a Gu 88 X 88.5x i X I ° X94.7 X X88,6 92. `f 88.9 X95.7 X88.5 M X 91, r X76.3 X 89.6 4 91.5 X8$.7 a9 68.3x i 1►f `� ► o _ tv 9 X x 98 t /� "r r d B 91.g \ "" X88.7 96.7 Q .8 87.5X ,i + I ' X93.7 X95.3 93. j 92.0 X88,5 ► X94. i x a II II 92. X88.5 X8 E _ r ¢ ----� �� 96�� 1 '� Q Q x 813.5 X X ---- _` ► APPRgXtMA1'E LOCATIO+N OF PUMP DISCHA �_ � REM VE X. 80" STijB. # uz 9`� a £ LINE FROM NEV kJOL FILTER _� �.__ -� ry b-A � TO OF ,4Gq��SE R q T -�---- �'`.,_„` '�- -�- ---�- .�.: _ �' Y�8 -� REq C� /NEW 1s' nP --`� x77. ---. - IN RT AT ELEV., o 4" WATER LINE �, ""-- 0 I 73. E " �� :�.�` TEST PIT,TO DETERMINE v so f rq -• �" FORCE MAIN DEPTH. 90, x y DI4. 90 pC91.1 x AIM T �A 1 14 Y �� OK 363 GE 153 s� � et # , 86� �rx°.so --.-,--... I. _ PLfti OOK ETBA IN 433.2 )4 A + E SEC �►.9 c 94.0 !/ $~~M w�7 AQ satrt a�ao.. -- d RIM PI 10 9015 t d N RI �Fi J5 � # iiiy g 9l�✓ RiM b�SCt 'A t �4ry P� +, j xeaa xsrs s L� 7U� f° X78.9 3, � �C9E1,9 ' ■ ■ 1 8&b r 1�\� � r72 ;AIM 8b bf i .. SGl3i 1 i 79.5 X78,7 MH 1 X76. h04' ♦ \ qY- n�o aao H a a RIM a65a ; � :7�:'� r TI I � '14I a� I .�' 1 Z D 19 CLEAN EX ENCM Sri � '. 40 0 40 80 �,j t t I I ,! �\` 13 LIflVETO D la �` I pxr g X78,3 �'ttc90.4 8 s ' X9 z e,`� /NQ \` 8 4 f Rf 8b5o # D 18 s� SCALE IN FEET t x95 X - 2 W,� \ �.- X79.6 78.6 � 7.1 t 7$.2 ' O0t 7 53 s RM r ■ � � � - �' � RIM 86.2 X77. t Rim e*-2 � f�r '` - ` W X -'' ,♦ rafts 8 50 es • �� p $+05. � r is ` ____._ ..T <t0__ ,\ 9,�'3 ~ e 89 X 8 s ' 89 e 'STA r ° . 201+,39 35 f FIRE LANE l ' err rw a es ss �i ! H, i X 78.3 _ x X7 .5 92, # 18„p X85.8 18»D # ! ; No. R"a[oe Dale pv& 4.6 247+6s ' 94 ; M ` (' Q1+ Y�OR4. X$1,4 ] f Designed by drawn 4y Checked by �F _. 90.5x X9 / El x C,8 AT1NG AR A .. ear ris wrs es wr "' rr sr' ! X$$ja- X $7 ®-F .PA 9g � D EATING REA SE TING AREA CAD c#seeked by Approvod by � ..� , 2 `� X94.9 % 92.$ 8�S , J%s9.5 xer£5 ' X8 6 $ss ROA �` X79.6 Scale 1u-4(j' Date September 18,2012 92 G • 7S2 \ Project Title . . r- 5 r 6y X$8.3 7a1 ` X � 92 x$9.1 X89.9 , X _ 2 ,, . '[rater Park Addition 20z `� r -�: `�, ♦ 5 0 9U, x � 3 1 NV= 7.4<89.8 12" TUB r!� -- _ �, ,. . _ • . _ a X 7,6 INv= s.2 ��, t ' , Six Flags New England IRVISTA FE 5 INY� `\�� rrr.as eNr 80.5 8Mr �� -�Q �_ _ � X$8.4 a78,0 5N8 0 CB , - - �9 2 4732 86.6 ll� l Der es �. -__- _- _ -- --,, w _� 07�9 x93.0 s.4 s5.1 X 9.3 1623 Main Street 'x89.8 `� _ •r.... ..r err es - -- ----- .--- .7 ; Agawam,Massachusetts !STA ����__-' as+YYe.Ys, +r.r aw ra - -� �.,_... z X79.8 . 202+71. 0 q 89.5 _. e1r M% bam M am- ^- " - - �\ IaauOd for x 87.7 ' �,�� 2a Derr"""'r'��.��"lass r+Ye>� - �.... .,'...�" _._,.Y., 1 `...... D'�2 - a"w es rMi eer `� FIELD LOCATED GAS LINE' 1 0---2s- � " Pe '1rilt ]I1g ' o3los�io x93.0 -- � 09 _. \ X85.5 ISTA . X91.4 _- ` x92,5 � .�- � 203+01. 0 eaa 7� `� X92.4 t-� \, 1 � � X92,$ x88.8 �l 91.9 X$9,2 X87.7 1 r Xs5,4 X$s,3 Not Issued for Constuctxon LiN �X Sc. EL7 G �� X$S.5 X83,5 _.. _ ..�____.... . .` a� trap -» 815 :F EEjV�EN� \ �( "yE$ .6 1 Drawing Title -- ° 91.2 LI �...._.. . R�?M_. I.9�$ � 8119 X89,2 X91.3 0000 0000L7�?tx� X91.3 � .-��`___.� �___r ... X 89.2 .� X92.9 0tea p 7c85 7 2.n X81.6- X85 9 .. Grading, Drainage a 0 --_ 9 .� --.. Erosion Control Plan ., X88,2 -.,.....,.... Q-. ...,. ..... x82, PATRICIA ROSE N F S4.7 YOUNG PAPKE JEAN E. PEARSON X$s's X82,8 83.2 N/F N/F N/F X83.1 I Dr°wing Number JAMES MANNING L.ONGO DOMINICK J. RICCO HN . Cm,5 Sheet of � 16 � 5 � �\ Projeet Number 12072.01 APPROXIMATE GAS LINE EASEMENT WAS SCALED FR 12072.01-CD.dwg MASPRING PROJECTS 12072.01 CAD Lp PLANSET 12072.01-UT O 1! !{t!{ N A f tt r•� i.ma X 0 - x C �'� ra X9L2 X9 7 iii if! vim' 9fi,$97.0 x w } tom•' .1 X91.2 " --2. � ssuRe� 2.2 1 WSTAGE fl 92.7 /�I1 x � X91.6 h x91.6 M Y !{! !!I a{SCfaA E r=ROM �j X ! � S,i-PUAlP N s� 96.8 97.0 x r N X9 ,7 9 it tip }; 0 XS 9 .3 _ ! a 3'x �, ; o ° Vanasse Hangen Brustlin., Inc. srr r= � i 92.1 Q i ° 6.0 S X <W X91,9 a r X 91.8 1�"439 6 ` - ^-- - r �o 3 Transportation 91. X96.9 1 9�. "`~ 92,2 9 , ` o'er . Land Development ' x X i ��- Environmental Services > 2 06 91.7 � t 2' PR�sstlft� x 31.674 9119 ♦/ X � ,`��., Q ,. � Y _ „�,,.. �I za' HOPE ! PUMP RGE F#iDAi x9`.5 r I ° One Federal Street � AUA,A HOUSE � � � 92.2X X$7.3 c� s; o { y X92.1 O 0 �� ° `- Building 103-3N r g X91.2 '- x92.1 9i.9 9 2 ;� X86.1 Q ' X89.1 8 `;` " � - - Springfield,Massachusetts 01105 X9112 ``�,,, X F I ,� 413-747 7'113-�FAX 413-747-0916 cF ts� X 8.-7-------- _ X90.9 91.9 F X9i.S - r _ X95.3 X8915 X92. X Li M Ye Q F t X99<`5 g8X p ll a F 96.4 �II 89.2x d x91.2 r� 88.7X 3t L00 1 r cv �� gX 88.5X lJ X ° 1 >: X88.6 92. � 88.9 i X94.7 X95.7 t X$8.5 91.b � � . X$9.6 ► � 0 j 1 \ X88.7 8.9 68.8X ✓ w• _. o F A f F gg y 93. (� �s cz. 41 Q _ , '.-_..�--- APPR€�XIMAxi= LOCATION OF � � �' Q n "'° REM VE X, $4" STUB. �f QF PUMP DISCHARGE LINE FROM r�£11 013L-FILTZR -- ' RE CE /NEW 18" HDPE --- �ODUN OF9 a - # GAWAM SE R EA T ---- -..�".`--_- F �O ---- -.._...-., - _�. Ira a ."�"" O IN RT AT I_f�V. +4" WATER LINE .._ . .� 0 - E rrI v ! F r s0 ��- --' TSV -' rsYa , "' t TEST PIT TO DETERMINE LV + w p - i NI= �3,0 ; ; - s .•`-••` -'- FORCE MAIN DEPTH. D14 i�ra 86.z5t's�.5o rs .� - ! Lr 250' F{P �ea�go _" V - -.-- . _.,.-__._ 02at OK 362"_ E�sa p 4 PAGE53 LA BOOK 125 P� F t ON AC :i�.2 era s�.r3o- �1� UG�GODE Sf=CT!( f1 0 , -uo // a -a tip i 4 N MM 0. � 11 � r24M�6.5p Xss.s ucf �cr T �O� F=l� GRAVITY ( , SE SYSTEM s ksGE-- �UG7 p VIA ; 1iEt1 P650 �f�I lk tY0 �� N F o RIM a�o x 8� 40 0 40 80 Je V.=s 5o ILEA cM T r o s SCALE IN FEET ,� 0 ! x lot RM 4EA O HIGH VOLTAGE DUCT � kI�AY .s aw t�� ``� •� 'ei� ! sy �,� � �� air ,3 , ♦ iztra as M ♦ �t LOW VOLTA DUCT L , 110, _ _ . ,♦ .. �Q ,� ,� `� �` _-CfOI ATC0�1 DUCT �r x 4�/ . � ♦♦ e � ' � �rr r. ..R r�� - Q t ztios.s' p ! ` ` i t H a3 , I � � �, \ o o LIME. LV rrir M r STA ! ` I=88.O 5 20t+3�35 ; FIRE LANE � , \\, ��9 i 1 ,� f' C103 LVI 44 - . C' ! ` No. Revision Date rd. Ir "' " . i i•! 18"D 18"D ' N ; Designed by Crown by Checked by JjF LA n zor rss. ` ;teaORCE MAIN ` �.� j f� Cl 04 t SCHEDULE 40 `�, s0.�" �2 a' SSA" NG AR A uMtT I WORK � f� CAD checked by Approved by • HED a tw aae tiaa aw tiro aae t+ so M M rf tr Scale I kt=40F Date September 18 2012 WING EA _$� _- SE TING AREA } �� -, •� ECLAIM- _--� -- j Project Title TANK t ADA cQVE:R \�� Water Park Addition 202'4"�x i Flags New England , \� �� •-r :r1sa /» INV=85.t} N D b �. � �2 TUB � �- ` `90 ,�♦ STUB 90. �:,: r�SEWAGE PUMP ! NV 7.4 [t�V 75.2 ♦ -� - T •y+_�� STATION �- y'_T- �s�� � � 1 ......_ .,_._, ♦� •_" -_--- ._._ _ VALVE BOX i � ' 1623 Main Street FES INV. )9 202+47 s2 ss.s `. . _"` _fir at�r ws.�llr,Mlt.ar tlftti ,M,r-r. - - - ------- -___- -" _" <n - Agawam, Massachusetts +Ms-tip an-000�.,W #STA �irrMUNWI-sm "-- - - �, Issued for 202+71. 0 t��J� _ a!-arr `"" -' ^--� P�r1 14i 9 t _ ��arm a�"� '� .`.. "" '�--.`. �� _ . y � _ ! esr alrt Bete etFr ,1�a!,tre arr aiut >f�Mt - ... 4'` r pop.ss.o FIELD LOCATED GAS LINE 3 p--2S--09 '`- ,. si fNv� i �as.s 00 -- .. rM u� > �• ,�', Not issued for Constuction - - -.._. . _ _-i ".._ __•- '^-- .-...... _ _ �� �-....- - -i Drawing Title CALE ❑ Q ate r� '!lnp -` - ---. ENE F- ,SEMENT F�Q�y 82.0 i Utilities Plan I `4 ' PATRICIA ROSE Drawing Number � YOUNG PAPKE N F ._..!'` JEAN E. PEARSON N/F ( JAMESNMANNING LONGO DOMINICK J. RICCO C-6 a. CI I1 d Shoat of 0 tt t Project Number 12072.01. MASPRING PROJECTS 12072.01 CAD LD PLANSET 12072.01—DET c v a.. to t,) V ip N � : Vanasse Hangen Bru&l'in, Inc. Al Transportation Land Development aEi LIGHT POLE & ANCHORING Environmental Services a. ¢ Jill SYSTEM BY MFG. PROVIDE BASE COVER a AS FURNISHED BY One Federal Street ci POLE MFG. I t" CHAMFER Building 103-3N LIGHT POLE BASES Springfield,Massachusetts 01105 z IN PRK�o LOT TO 413-747-7113 M FAX 413-747-0916 c RETAINING RETAINING ? C WALL WALL :a a• +, #3 HORIZONTAL TIES12" G.C. 4-MI5 VERTICAL-EQ. SPACED GRA!]I /� 20# :4 r` CONCRETE :r, FINISH GRADE (MATERIALS VARY) PAD P a .y •I r••.'.•y� f • « TYP. COVER ' CONDUIT AND GROUND ROD 14' BITUMINOUS TOP COURSE � a +. CONNECT TO INSIDE METAL. POLE 1 BITUMINOUS BINDER COURSE 0 0 ° SEE ELECTRICAL PLAN FOR SIZE 0 E O a a O o " a0 o 60 0 �p ElevationQ> O D a a o V'"' ' " , REBAR o o o o a o n v� o C ;, s 0 0�� a O 10 °O° aQa a O 12 COMPACTED GRAVEL � ";�'.a ...�; #5 REBAR a° r' 8a° o°p° a �,� 0 08 4" CEMENT CONCRETE W.W. MESH y BOLT LAYOUT v (6x6w1.4xw1.4) Notes: • •i• < . � &" COMPACTED GRAVEL COMPACTED OR & MOUNTING T SHEETS, , rn° (11 " MAX STONE SIZE} CENTER DEPTH UNDISTURBED 2_0. MIN. PROCEDURE AS " 1. FENCE DESIGN BY SIX FLAGS NEW SUBGRADE PER MFG. SPECS 2 COVER COMPACTED SUBGRADE COMPACTED Section Flan ENGLAND VENDOR. ON REBAR SUBGRADE 2. MATERIALS TO BE SUPPLIED AND Standard Dull Flexible Pavement INSTALLED IN CONFORMANCE WITH "CHAIN LINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL Notes: Note: Notes: LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO 1. CEMENT CONCRETE SHALL BE CHANGE BASED ON FINAL POLE AND FIXTURE PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE 4000 PSI-TYPE II SELECTION ARID GEOTECHNICAL SITE INVESTIGATION. BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS, Bituminous Concrete Pavement Sections 6i08 Concrete Walkway at Queue Line Decorative Fence: outside of Queue Line 6/03 Light Pole Foundation Detail (Up to 15' Pole) 10/03 N.T.S. Source: VHB REV LD_430 N.T.S. N.T.S. Source: VH8 REV LD 481 N.T.S. Source: VHS LI1 310a "x F �} STAKES SITE 50' (2 PER BALE) .;: IN. ' i ;. i`:-. a .�tiM.•rtii;; '.:Q:� `+,0 0 �A r ` � • t. `'i",`+�"• 4• a q rt `��'Q•b+r t.�;,b !1 `e,. . '• i , :s' CATCH BASIN GRA O(MAX} . •..A r4$`• a �""`. .' . , 11�" x 1J¢" x 4' WOOD STAKE '"•:.'•=.�;•;•.:` ' STRAW BALE ;: = +�v':�' 1) APPROVED EQUAL t °=","� °, 1" REBAR FOR `Y. "- SILTSACK BAG REMOVAL FILTER TFENCEPlan View .. . ..;. SILT -- •) :r: :• i:' Revision Date vd. . FABRIC s: - w, Deatgned by Drawn by Checked by JJF I tiv •r." ,< r+•�'.• ' �'`�� - f{•Ty' :-�F.e'Yrih�.lrw. :�' . .:� :a'• 'y:,f'c. =FAA CAD checked by Approved by ............... ........ MI EXISTING NIA is September 18,2012 . ... .................. 4-(MIN. PAVEMENT ."=��:�=� Protect rate Plan View .: �� . 4•�' -� 7.. -- Plan View water Park Addition 1 x1 "x3. WOOD STAKE FILTER MOUNTABLE BERM Six Flags New England CATCH BASIN , WORK FABRIC GRATE AREA 1W CRUSHED STONE CATCH BASIN GRATE FILTER Cross-section 1623 Main Street SILTSACK FABRIC FLOW ll PROTECTED Agawam,Massachusetts FLOW > 0W AREA ELQW Notes: �" tsaued for Mh Ill Permitting 8" MIN. • 4" EMBEDMENT TOP OF ._..-.. A - (_..) _.. .... ..._.._.. 1. ENTRANCE WIDTH SHALL BE A TV►►ENTY-•FIVE 25 FOOT ........, • IsMIN.) m.... GROUND l ( MINIMUM, BUT NOT LESS fkAN 1WE FULL WIDTH AT POINTS ' 4 WHERE INGRESS OR EGRESS OCCURS. EXPANSION RESTRAINT 4" EMBEDMEN 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH (MIN.) SHALL PREVENT TRACKING OR FLOWING.OF SEDIMENT ONTO Section View Not Issued for Constuction Section View PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP Drawing True DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND PLACE 4" OF FABRICS AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO Notes: ALONG TRENCH AWAY I 1 (MIN.) TRAP SEDIMENT, ALL SEDIMENT SPILLED, DROPPED, WASHED FROM PROTECTED AREA STAPLE OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE Notes; BACKFILL AND COMPACT REMOVED PERIODIC INSPECTION AND MAINTENANCE SHALL BE IMMEDIATELY. BERM SHALL BE PERMITTED. e+ �� 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH 8 1. INSTALL SILTSACK IN ALL. CATCH BASINS WHERE INDICATED ON t A � �I BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE PROVIDED AS NEEDED. THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. A AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN 3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR REMOVED. 2. IF GRATE IS AGAINST EXISTING CURB THEN BALES ARE TO STAPLE TO FINAL FINISH MATERIALS BEING INSTALLED. 2. GRATE TO BE PLACED OVER SILTSACK. BE PLACED AROUND THREE SIDES OF GRATE ONLY. 3 SILTSACK SHALT. BE INSPECTED PERIODICALLY AND AFTER ALL Wood Stake 4. LOCATE STABILIZED .ZED CONSTRUCTION EXIT AT EXIT LOCATION STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE 3. GRATE TO BE PLACED OVER FILTER FABRIC, Joint Detail FROM PARK ONTO STATE ROUTE 159. PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM 4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED Drawing Number STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. Catch Basin Sediment Trap 2/11 Silt Fence Barrier 6/08 Stabilized Construction Fait 6/08 Siltsack Sediment Trap s/Os G7 N.T.S. Source: VHB LD 673 N.T.S. Source: VHS LD-650 N.T.S. Source: VHB REV LD 682 N.T.S. Source: VHS LD-674 JOH 1L Sheet of w� 7 8 V� Project Number 12072.01 12072.01-••D£T.DWG MASPRING PROJECTS 12072.01 CAD LD PLANSET 12072,01-DET c 0 0 E o.. rn N o iv cv GALVANIZED STEEL GRATE 0K.,+. r N©��: SEE DRAINAGE PLANS STANDARD ((20"x10")) Vanasse Hanger Br.ustlin, Inc. 24" DIA. FOR RIM ELEV. CATCH BASIN COMPATABLE ACCESS 1• ALL SECTIONS SHALL BE DESIGNED WITH TRENCH DRAIN Transportation FOR HS-20 LOADING. DIAMETER OF SYSTEM STRUCTURES SHALL BE COORDINATED Land Development C Notes. 0° • ': WITH PIPE CONFIGURATIONS. S'1% { ' --� SEE DRAINAGE PLANS Environmental Services 2 FOR PIPE SIZE, LOCATION 0 1. ALL SECTIONS SHALL BE DESIGNED i t� 4.8" DIA, (MIN.) i ! 2. COPOLYMER MANHOLE STEPS SHALL BE CqP t AND INVERT ELEVATION One Federal Str$et Alternate Eccentric Cane Section FOR HS-20 LOADING. -��- INSTALLED AT 12" O.C. FOR THE FULL. 2. PROVIDE OPENINGS FOR PIPES WITH 2" Alternate To Slab DEPTH OF THE STRUCTURE, PAVED AREA LANDSCAPED AREA 24" > Building 103-3N y MAX. CLEARANCE TO OUTSIDE OF PIPE. SEE APPLICABLE prof a MIN• ANGLE FRAME SYSTEM Springfield,Massachusetts 01105 = z 24 SQUARE .• .-' 3.PROVIDE OPENINGS FOR PIPES WITH 2" E- N f1D� _ •.: MORTAR ALL PIPE CONNECTIONS. PAVEMENT SECTIONS COMMON FILL 413 747-7113-FAX 413-747-0916 OPENING TYP MAX. CLEARANCE TO OUTSIDE OF PIPE. € i 3. JOINT SEALANT BETWEEN PRECAST FINISH GRADE::3 MORTAR ALL PIPE CONNECTIONS. ORDINARY BORROW ACO DRAIN SYSTEM COMPACTED GRANULAR FILL SURFACE TREATMENT 48"_DIA. ( lIN.) € 8" 24" DIA. 8" (OR APPROVED EQUAL) 8" VARIES SECTIONS SHALL BE PREFORMED. SAWCUT ACCESS 4. JOINT SEALANT BETWEEN PRECAST a Alternate To Slab BUS- RUBBER. SECTIONS SHALL BE PREFORMED cr FINISH SEE NOTE 5. BUTYL RUBBER. �" 1 • 2 4. CATCH BASIN FRAME AND GRATE "n•• cn • A. GRADE SHALL BE SET IN FULL MORTAR BED. w ° o• ° ° DEPTH AND SURFACE $" 24- $" 5. DRAIN MANHOLE FRAME AND COVER � •� � •a a ' .• AND MORTAR ADJUST TO GRADE 2BR BRICK COURSES BRICK i aSHALL BE SET IN FULL ¢ o o ' TREATMENT VARIES g ( o ADJUST TO GRADE WITHMCLAY BRICK • d� 0 4 _ $6 ,�~,< , a g u, SEE NOTE 4. TYPICALLY, 5 BRICK COURSES vo z�° AND MORTAR 2 BRICK COURSES R' °' <9$ • O g G O b5 •- r': MAXIMUM). �W - TYPICALLY, 5 BRICK COURSES b • • ° ° �°0 V,()Qp °.. . �� Q . o 0 b6 b M STEPS, SEE MAXIMUM) • °a a . °* ° CC Ss o ° Q : 'a".: m4•. �; 0 p° ow ¢o NOTE 2. > -WARNING TAPE taJ ` M / ?�11 1. ."�� gi'<R S � •. a t' 4 ti d •y" � GAST-EN-F l»RC.� r S 3L"L" NOTC 4. ° q o .. 4 fb ° CONCRETE c.1 w CV v, ,.yo t hp a g°OQp .4 a' UQ Lrf � aa'• r• LN _ � \ .QO. .'a,F-•:.a ,• O 4 e A z 48" DIA. MIN .• SHELF TO BE CONCRETE FORMED = U !�' :..,;o �.% _'`. ,. ` j O ° b o O C o w a z [� 4I3" DIA. MIN. „ o ¢ y,e'.4,a�b . � g o SEE NOTE 3. N_o AT A SLOPE OF 1 PER FOOTP W . 1 0-0 w : ' r..d�`� o�ad 00 8 � o m g COMPACTED GRAVEL w • : OIL DEBRIS OUTLET �'w �, in a `:,�' 0�, = O g COMPACTED / fn f t� - HAND TAMPED HAUNCHING q o o 0 TRAP to ¢ :-�* �- DQs g OUTLET °o:` ?' �? d C°OMPACTED BEDDING o� o �od o gow o�o °ap SUBGRADE V) -., -_--Wz DIA. :°' •. ' & O � �0 L� ix , aARlES 00 VARIES " ` ^ sr� INVERT ...r.� - ip 12 COMPACTED `c w DIA. o�' �:��.:,��; .1.�:••.>r•,w._. MIN. SUBGRADE SectsonA-A ° ori`lif 12" sr` �.. �� - �� _ VARIES DISTANCE VARIES .. SEE NOTE 2. ¢ - -x ;;..4. •;:,• ,-r.' SEE DRAINAGE PLANS 20' Notes: COMPACTED . :•,• �. SEE NOTE 3. TRENCH DRAIN ATCHBASIN 4 GRAVEL Notes: 1. TRENCH DRAIN SHALL BE HEAVY DUTY 12" CB TYPE DESIGNED FOR HS-�-20 LOADING. (�•) 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH z " COMPACTED DETENTION BASIN BERMS OR OTHER SUCH SPECIAL o MUM � 00� � 000000 � 2. CONCRETE SHALL BE 50 PSI CEMENT i2 SUBGRADE SECTIONS. PLACE TRENCH BACKFILL WITH MATERIALS CONCRETE (TYPE 11) 6% 1a5�.f) AIR m (TYP. :• SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. � I I ENTRAINED. . ; .., �': •,' � y: CEMENT CONCRETE INVERT « COMPACTED GRAVEL_ 2. USE METALLIC TRACING/WARNING TAPE OVER ALL. PIPES. A 3. TRENCH DRAIN GRATE SHALL MEET 12 AMERICANS WITH DISABILITY ACT (ADA) COMPACTED SUBGRADE 3. FOR HDPE PIPE, DIMENSION IS 24 INCHES. Plan DIA REGULATIONS, VARIES Catch Basin (CB) With UiWebris Trap 6/os Drain Manhole (DMEI) 4/11 Utility Trench 6/08 Trench Drain (Type A) 4/11 - -- ----------------- ----- - --------------- N.T.S. Source: VHf3 LD_101 N.T.S. Source: VHB LD-115 N.T.S. Source: VHB LD_300 N.T.S. Source: VHS LD-190--A amid=10 at WAU AT i1A11Qn w 61FAE. Mp4g�tRy�M,f�AR�1flpr�J¢Ki Y x 3 AO=Of!'�ER CUM Ql9�tA raAaaA>7 . PRIUM owaa tea 30" DIA. P'm Notes: ACCESS Pa�c Sti'1ta Notes: �„ 7° ""''QR 30" DIA. 1. STRUCTURES SHALL BE DESIGNED FOR : .' I• 00 1. STRUCTURES SHALL BE PRECASTS `° ACCESS HS-20 LOADING. 48" DIA. MANHOLE € CONCRETE, DESIGNED FOR HS-20 ` C 2a COPOLYMER MANHOLE STEPS SHALL BE I i LOADING. ivy" ; a'-a INSTALLED AT 12" O.C. FOR THE FULL - oar�r "" ' DEPTH OF THE STRUCTURE. Alternate To Slab 2, COPOLYMER MANHOLE STEPS SHALL BE °aeuacusm TO € 48" DIA. MANHOLE i (STEEL REINFORCED FOR HS-20 LOADING) INSTALLED AT 12 O.C. FOR THE FULL T>oHmavAYe wcA�orrL - i_3. EXTERIOR SURFACES SHALL BE GIVEN TWO DEPTH OF THE STRUCTURE. 4• qnmmtseow COATS OF BITUMINOUS WATER- PROOFING FINISH Alternate Top Slab MATERIAL. No. Revs€on Date ppvd. GRADE 3. EXTERIOR SURFACES SHALL BE GIVEN PamnSuawPisa ValycChamber lan (STEEL REINFORCED FOR HS-20 LOADING) s" 30" DIA. 8" TWO COATS OF BITUMINOUS WATER- �11av 4. JOINT SEALANT BETWEEN PRECAST SECTIONS Designed by Drawn by checked by JJF ACCESS PROOFING MATERIAL. SHALL BE PREFORMED BUM RUBBER. CAD checked by Approved by SEE 4. JOINT SEALANT BETWEEN PRECAST FINISH 5. STANDARD SEWER MANHOLE FRAME AND Scale Dote NOTE 5. ------_-_-_-_ SECTIONS SHALL BE PREFORMED BUTYL GRADE 8" 30" DIA. 8" COVER SHALL BE SET IN FULL MORTAR BED. NIA September 18,2012 ------ RUBBER.RUBBER. ACCESS ADJUST TO GRADE WITH SEWER BRICK AND Project Title �'` `�`"°��""' _ _ water Park Addition z �rA MORTAR (2 BRICK COURSES TYPICALLY 5 o S. STANDARD SEWER MANHOLE FRAME tea uva':"a aaeleio 1lnioir SEE �Q z� AND COVER SHALL BE SET IN FULL r>: WFORwrFULL Aels �"P'10 NOTE 5. -W�wZ�Z- BRICK COURSES MAXIMUM) 1,arr sw Aoo oo,l Ii. MANHOLE DIAMETER SHALL BE VERIFIED BY �t z W it N MORTAR BED. ADJUST TO GRADE WITH a �r,� I� - - Six Flags New Ilgialld SEWER BRICK AND MORTAR 2 BRICK ''ax aocnari +`ar rauaueita"'""wee's rrtr ULLI � STEPS, SEE ( , �YL9fE1?aRAat ��°� a � CONTRACTOR AND MANUFACTURER BASED U z ¢O NOTE 2. .,. , COURSES)TYPICALLY, 5 BRICK COURSES FIM 10 WM e--rw To t�AWAY eON OW = wn� .sa�ia +a 1% v F Q m Old PIPE DIAMETER AND FITTING DIMENSIONS. w W F MAXIMUM N � SLAW AT srMX;uft . . s,Ootow le$1AL K A uwrnw oolw�sNK 3TR17m Noo �w W¢ (n ---------_-----__--_ SEE NOTE 3. mar v,'�xr t ; : :,.•.. r MnxX Pans*CUxT. Zo �� STEf�s �623 MBIll �txP.e� +We t s1>1+s MUL ae RMA M AT Ir"FAR SEE NOTE 3. -�+ Ale rw°i^Gt17M OF sslr YAM a"WM w (I Pvc TO�salo catalKT IRNWTM RRAWAM wvFo ww :, w>rAroaan PRrG►1ir aoNO I V ¢ N 2. O nAe1c a vRte�T rxtrwert suerucas suAu at W1411 TMo is t uT ^� , r-a-rx ksiat aF,ul 1a1a1T ooA1s uFCO"+ us,uttcara+a YAILWA w __- SEE NOTE _�__y SEE NOTE 4. Agawam, Massachusetts WOW : °� r auac YALW a,larrr sFa MT a TW=PRlJ W ataioia muu.99 evm iulox vine A,b 6uar rower 7 ARuY M* r°tt$0 AT " N 6 48 DIA. MANHOLE iPe for no CAM MOM ti' AU AWM OW TO F MINIMUM MW vtitra STAWN AT 1r as + rPWO M%f " REMOVEABLE CAP (TYP.) cy (MINIMUM) SEE NOTE 4. w N i' LTi0R0 aAPS IIAP Wq.K P>14�5:1p1r 4W4F:S �. faR CLA741a1/r ur ¢ ___-- 1orPlcAaaTA1v-na akaAl vAtrm ap" la'+ >ttoolArnculnarls c� .� (SEE NOTE 6.) �---- 45 BEND (TYP.) 1« FLEXIBLE WATERTIGHT P�s1a -- --- w.. �L fN ntY-p.4 -" � A,WIRY NMMxlaAnaE fflAl1.ec I.00ATm k a1E sAMc tgG10.pM GASKET OR SLEEVE �Jp A> oo�alot""'� w Q w '-- PIPE SUPPORTS/RESTRAINTS z 1-a•PMC oorauT foo►IrRoa} auPPanT PfPt S ° "6'° �E�T p g1p�7 0 1-a•PMR oaenuiT{�r`°o's"j nQAIS 10 Et A rWiW t' m RA{9e iu,'0 WIFR" FtRiP4 0 m�mx�"4°`snsra►� � (STAINLESS.STEEL} U - Trial WAR=V=MAW y RERlroril=D ., �� (�•� V OUTLET wm1 Parmnm Lum klscASTeawaEre _ ; a' 1r ,a oo W AY,R.K1 scree AWAO Pft W-IM Ta To ___- -- _ « .�v 4-°:�"g°"� " . . ..:•,:• 2 l c 11.= ATM lW MW As,l a NM Yw OR Aµ FLEXIBLE WATERTIGHT Not issued for Constuction • a ��° •. .:.. o•, a, •• •N. ' r o 801M'A rib s�" GASKET OR SLEEVE "• 'A» :',; DIA. 1sAa run ri. 17 :Y • srs+xAlm eY+a Duoells IRai f�r__vrat vu+ccs Asn�TTsa�s�w1 ec flHerxa oucmlt a Drawing Title _ smc 1ro1e a[11P� o� ag''• ° o ° o • ° t SANITARY PRESSURE SEWER Q 12 �5'-•'•sti C {'n VARIES &RM Rips •otr 00$ 8�. 8V-a � 1NlI ATE PAK LGNfrQI iS kr. S dt tA{! K i,TW 7l u 'A P. ROOM �ti ,S ° ' YGIDLAHC aAT: lx a01nAQYFT/ I&PpC4a W wet PALM AM r1T1Yro5 S UAL K sarfaua IG W TM -. • UM PIRn arTM Q.-Mgt op=M f". 4�c liliA;AK TO C aRAVF1 Dom SOLWIT 1YtWP.D A/Ik�l Nis BfTIkYN PIAP SrAAOX =� (FORCE MAIN) FITTINGS SIMILAR •. w ♦. w'a • ,• e Af7 Purees err raa WATos MAW tr.-rin 1 rg'++a+Arc l UM TNAY{ O w TO PIPE MATERIAL AND TO BE ^ •4 " '>��' N kmaioTATaYa+xu 1a van Aim u Wg ."`+w+srw era` ¢ " IRON 0 VENT WELD FOR PVC. A4, aE„a PA rr,our k wo z FLANGED/BOLTED FOR DUCTILE ;R a { • �•a. i .e• �q^a,n y�. }'e+ rx $ a °' ' •°~ • a" °:l+:c o r o r...A:iut rr tlt uuluat A,A11 BIAT teTs rrorcAlaD 11tTlFg1 RQ R SQL �g��� • � �o� 80�. e a 1� > Ala Details A � WHERE PIPE COVER IS LESS THAN v�1 A .. .�d'b'' a,.; ct' ,�' 4 FEET, PIPING AND FITTINGS IN anVA M tltAYFl Turf Y INY A[rrr�sleC A1C17raN�A1P s :x-•,., b �d O; t. ::.r`F'. s A �q . 1ipsO�fls1111t tanrNrT1110q�1aYR �y o a ,q.,,, a 'V Zo• dR4d'. _' C MANHOLE SHALL BE INSULATED SHELF TO BE SEWER ARCH INVERT TO BE CONSTRUCTED r- C� .; d. o Q:;p r BRICK LAID FLAT AT A WITH SEWER BRICK LAID AS IL PumpStWonseWon ValveChambaSwtion 16 AILGtA1A0AL Aw►lrakelAia io p .. 25f, .:f ''•` _eO:�S " " SLOPE OF 1"/FOOT STRETCHERS AND ON Et2GE. T,m � MWOM � "o ~a -• '°�: .., ... = TO A MINIMUM R FACTOR OF 12 coubmi INSULATION SHALL BE PROTECTED COMPACTED GRAVEL BRICK CHIP AND WITH A WATERPROOF COVERING. MORTAR OR CEMENT COMPACTED GRAVEL 6" SEWER WITH FLEXIBLE SLEEVE COMPACTED SUBGRADE CONCRETE FILL COMPACTED SUBGRADE DRAIN TO ADJACENT GRAVITY rowing umber SEWER WHEN AVAILABLE Sanitary Sewer Manhole (SNM 6/08 Sewage PumpStation and Valve Chamber (Duplex, Submersible) 7/12 Sanitary Pressure Sewer Cleanout Manhole (SMH•-CO) 6/os C-8 N.T.S. Source: VHS LD_200 N.T.S. Source: VHS LD-225 N.T.S. Source: VHS LD-206 JOH C L Sheet of 8 9 SSIBNA � Project Number 12072.01 12072.01-DETDi G MASPRING PROJECTS 12072.01 CAD Lp PLANSET 12072.01—PROF c a r V° N D M r N N Vanasse Hangen .Brustlin, Inc. Tranvoartation A Land Development e. Environmental Services bA One Federal Street Building 103-3N Springfield,Massachusetts 01105 413 747-7113 —FAX 413-747-0916 0 iE a a Bi N N a N QD m E to w a v m a� v 100 z O CONNECT 4" FORCEMAIN ¢ rn ai n r, EXISTING GR \ATY 9E— R � .. EA AMID' FL I ' FO .._i t z ___ EX, AGAWAM LU ..__-.__... __. LU ESMT ---------------- ry ------------------- PROPOSED 4" SCH.40 so MAINTAIN POS111VE ION TO EXIS NG MANHOLE i35 APPROXIMATE LOCATION OF EXISTING MUNICIPAL. MAiNSIRETIRS OR CO Fjft WITH TOWN OF AGAWAM DE ARTMENT OF PUBLIC WORKS O x x o to OD z ao La O No. Revision Data APPVd. 75 '� rn N w Designed by Drawn by Checked tty jjF OlO W - CAD checked by Approved,by CL = z scale 1:4V, 1:40H :Date Member 18,2012 Project Title Water Parr Addition '° Six Flags New England 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SCALE .- 1 : 4 VERTICAL 1623 Main Street Agawam,Massachusetts 1 : 40 HORIZONTAL issued for . Penmfittlng Not Issued for Constucrion Drawing Title Details Drawtng Number sew tiN 9 C IL 41 Sheet of SS project Number 12072.01 7IIASPRIINIOPROJECTS 12072.01 CAD? LD) PLANSE 12072.01-EX If III 6.7 V •P to � 3J• (1 � Y 18$ r'J�.�lrh�rf.y+L.✓,•u� � 1 4 2.5 ti 1lFfa^� s io X l f f I � 'r'" � ���Y' 91.2 Eli �� � /yq -:•.t- y k7 E I 1 l i I w Q cnt' 11 J i �� q� �� Z� a a.`� N 93, j{ 1 I I 1 £} 'c X91. X X�.r� Et+Is Y, 6.4 x96.3 � � r�� ° c ,s 1 VEGIY arse Hangen .B7'ustl in, Inc. tf irflit II it 0 " � 96. t�iM 0 »P X Xii Qq Transportation a s �' ° d Development E Environmental Services rlit 8 t r t a z 4$.$97.gx Q � X �`: o X91.2 �� ���7� ;� � �q tit II �= Vl Ifflitl sip ° c 25 x 4t3' x91.2 r-r Ono Federal Street tfll E > �_� - `� I J l j f i i -a~ f. RE � STAc� 0° 92.7 3 3 X 91.6 FFE=7s.s Building 1fl3-3N fill ff i lit f B is H Oak 96.8 9?.4 X C6 X V 3 X91•6 r�" " 9 •�Irttf It � X9 � 9 ,3 93. i.s � Spnllgfield,Massachusetts 01105 f,f r, ►+ � C a a 413-747 7113 w FAX 413-747-09�6 r '�v ffJ �tl f f f 1 t E I X9�'.1 a a a 0 f tL 1-- &.Q X9119 a_ X91.8 ! _ X96,9� rr 92.5 93. "'tO 1*- 2 `� f 92.2 0 a 91.7 4� DISCHARGE FROMPUMP 80V SE 2 (L 0 X87.3 cv x 96.2 a, X92.1 s X91.2 X9c�.1 N 91.9 � �' �/ X88.i X89.1 X91.5 Cq X95.8 X89.5 ` ` X92, X - - > 95x 212 92, �, E X99.5 X 4 S'6.4 3 89.2X Q X91.2 Tiff 88.7X 94, ar e A GV 8$.5 X 92, 88.5X X94,7 X X88,6 < 88.9 T NNE N .91.6 X95.7 x8s.5 1 X PI ELIN r X88.7 xss.s x89,5 8.9 88.3x ``' � PI ELINE r BO 1 01~ ❑ j APPRr1XIMATE LOCATION (IF PUMP P DISCHARGE ROM NEVP1?�}� FILTER TOWN OF AGAWAM SE R EA � � T • 4" WATER LINE _ TS > = P 4' Pv e X . R 3632 PAGE 153 tLA BOOK 125 PA 3 F (ff O 40 0 40 80 SCALE IN FEET N 4 41 z ` $T 4 t Q t t � �s s L i 1 Q w Na Revtalon Dote vd. -- -- ; Designed by Drawn by �J�ed by 3• CAD checked by Approved by t scat* 1 11=-40' pate September 18,2012 Project Title Water Park Addition .�3$ RRE LANE Six Flags New England �a \ 1623 Main Street Agawam, Massachusetts r oawwuc ^-y -- .. !*sued for GRAVEL� Per miffing Not Issued for Constuction FES INV. ---_ Drawing Title z � ss.s ---- -��� GAS LINE � -... EASEMENT"F'R � yap '_`- ---- ----•- .. -.• -.- -. .."... -. . --^-- --,.. Existing �� -_ FIELD ��� - "`r �" Conditions Plan _. _. _`.-'--_----------,_..�••--.�,...�.. � yas.o t.00ATED GAS � --`- •--- ---.. 1 EAlvc oa�a9»o LINE 10--28--()g --- ` " --- --- -.--- - r�s-s S . -1 � Drawing Number INE qs- EMENT F-MM 8$_. -` ^•------.. ,. ,..� DQQDpQ Qi?Q Qt3t�?QC}ODC7Dt1C?QgQ�yE7Qt3p .` , g2,p Pt ........... 0 Sv- I 0 , JOH AN V Sheet of PATRICIA ROSE ;r---,-.,,--,-_, ass, A N/F w.....- , ` � Project Number YOUNG PAPKE JEAN E. PEARSON 12072•flt N F N F NSF 12072.01-EX.dwg MARK SLIDE TYPE GPM HEIGHT (ft) LENGTH (ft) SUPPORT STRUCTURE QUANTITY A ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 65.25' 255.26 ** NUMBER OF COLUMNS (24 0) 4 B ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 65.25 255.26' ** NUMBER OF COLUMNS (16$S 0) 13 C ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300--500 65.25' 261 .92' ** LANDING SUPPORT ARMS 4 D ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300=--500 65.25' 274.34' ** SUPPORT ARMS FOR SLIDE A 10 E ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300---5.00 65.25' 274.34' ** SUPPORT ARMS FOR SLIDE B 10 F ADRENALINE DROP TO 32" ENCLOSED FLUME BODY SLIDE 300-500 65.25' 261 .92' ** SUPPORT ARMS FOR SLIDE C 9 TOTAL LENGTH: 1583.04' SUPPORT ARMS FOR SLIDE D 11 * Slide height is from finished RUNOUT deck to finished start deck. ** Slide lengths includes 84.00' of runout, SUPPORT ARMS FOR SLIDE E 11 SUPPORT ARMS FOR SLIDE F 9 CONCRETE PIER (30 0) 12 TOTAL DECK AREA (SQ FT) 1670 NUMBER OF TREADS 103 TREAD WIDTH s0" CANOPY (SQ FT) 1448 CANOPY (LINEAR FT) 389 MIN. CLEAR WALKWAY EXTENTS OF t2UNOUT 117' 17#-6y*w RUNOUT DECK IV-or ` E E.. 100.00' } i--- ---.,....»-------------------------- � __,... . . ___ _-- »---- . . __ ..—.___—__— _ --=— --- I START PECK _ _�� �,yv D EL. 1B5.?.5' 1- 1 RUNOUT DECK EL. 100.00' I as i " r_..,._..,...___—._.....,...__.._J MM n y- l� ~1 �� I ,��.��1 �� 1 I =•. l 1 i •- 1 � V 1 �' •--�' 1 o I L---..........__....___----_--.-...............__...-•---------- -�- ------ -____- -__ ---- ___ . ,..._ _--- ---- _ _J RUNOUT DECK _ / \ 99-5 ,�' EL. 100.00 The dimensions contained herein are a result of „r initial site information that was provided during the pnrelim' des' n rocess. MIN. CLEAR WALKWAY r y •g p VY�IE' every EXTENTS CF RUNOUT attempt has been made to assure accuracy, final ' I construction drawing dimensions may vary. F f . PRELIMINARY C 2012 - Splashtacular. Inc. All Rights Reserved. DownUnder - narrow footprint Bidl .dwg OT FOR CONSTRUCTIO� This document is the intellectual prop" of Splashtacular, Inc. TITLE: PROPOSED OUTDOOR SLIDE LAYOUT which has.exclusive rights to proprietary trade secrets and PROJECT: confidential Information contained IM herein. Receipt of permission to Wa t e r s l i d e s and Water-park A t t r a c t i CLIENT: use this document does not convey any rights to use the A 6 �7A/12 DESIGNER: K S D COUNTRY: UNITED STATES Information contained herein 5Highway #424 without prior written consent , of Splashtacular, Inc. La Quinta, CA 92253 SOALV.6 N.T7,71 . 9 8 0 9 CITY: STATE: .... ., _ ..._. ...�.........._._,..._ .__.��__._ ..... ti... _ «......-...................—....m...w•.--.. ... .___.. ... ......-..-.... .•- ...ew.w.ww.,+..-.......-_............... _. ...,--...... . .....'...--^.--. .... .,. • .._v.,.w,«w„r+wua «....,+v,n...-..,, TF+s"y^N^ti'.^^.......'...- -..�.« l • `{fI I 1. I j I I The dimensions contained herein are a result of initial site information that was provided during the Preliminary design process. While every attempt has been made to assure accuracy, final p Y construction drawing dimensions may vary. PRELIMINARY G 2012 Splashtacular. Inc. Al! Rights Reserved. DownUnder Narrow footprint Bidl .dwg OT FAR CONSTRUCTIO....... I Now" This document Is the intellectual TITLE: PROPOSED OUTDOOR of S lashtacular Inc. SLIDE property p LAYOUT which has exclusive rights to proprietary trade secrets and PROJECT: confidential Information contained 7M herein. Receipt of permission to wa t e r s l i d e S and wa t e r p a r k A t t r a c t i CLIENT: use this document does not convey any rights to use the A 6 �' '� 2 DESIGNER: �{ S[� COUNTRY: UNITED STATES Information contained herein 5 Highway without prior written consent OF of Splashtacular, Inc. La Q u i n t a, CA 92253 SOALiV-.6 N.T731 . 9 S Q 9 CITY: STATE: