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8167_SITE PLAN - SIX FLAGS NEW ENGLAND (NEW COASTER) - MAIN STREET 'Raos ( Mew cocLsfer � AA � � � i-reef 0 Issued for: Construction Date Issued: September 13, 2001 2001 Coaster Latest Issue: February11 2002 S1X �1t`�, S NC�:W �ngland g i 1623 Main Street Agawam, Massachuse�Ls No. Drawing Title Latest Issue C-1 Cover Sheet October 18, 2001 C-2 Legend and General Notes September 13, 2001 " C-3 Existing Conditions � September 13, 2001 � � j, _ Vanasse Ha�lgeyt Brustliya, Inc. Transportation _ C-4 _ _ Demolition Plan September 13, 2001 ,, . Land Development GS Layout and Materials . f �` F February 11 2002 � �' Environmental Services � C-6 � Grading, Drainage and Erasion Control February 11, 2002 � 505 East Columbus Avenue C-7 Utilities February 11, 2002 � Springfield, Massachusetts 01105 C-8 Reciprocal Parking Layout '` September 13, 2001 413 747 7113 FAX 413 747 0916 Li C-9 Details September 13, 2001 = � LO PROJECT Owner: C-10 Details September 13, 2001 LOCATION Six Fla gs New England C-11 Details September 13, 2001 1623 Main Street - P.O. Box 307 Agawam, Massachusetts 01001 Massachusetts Connecticut Applicant. LOCA110N MAP Su,� Fla� New England o z000 4000 1623 Main Street SCALE IN FEET P.O. BOX 307 AAgamumvR� Ssachusetts 01001 GAWAM PLAN OF join AGAUVAlt� �'�-Avl3 !`i iif;.'+,�:53 i i j t j LEGEND ABBREVIATIONS GENERAL NOTES EXIT PWP C B*M& EXIST POOP L=43,84' 27.21 IC x 27.21 TCX PROP PROPOSED 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS -CONTIGUOUS TO PROPERTY LINE 27.15 BC 27.15 BG TOP & BOTTOM ELEVATION THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 27.21 rC 27.15 TC MIN MINIMUM CONCRETE. DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.PROJECT LIMIT LINE X27.i5 [1C "27.15 Be TOP & BOTTOM ELEVATION . RIGHT-OF-WAY/PROPERTY LINE 2I'2 21--2� SPOT ELEVATION w/LEADER MAX MAXIMUM Vanasse Ran ers Brustlinl Inc. 2. LAYOUT DIMENSIONS ARE FROM FACE OF. BUILDING, RETAINING. WALLS, CURBS OR BERMS. g j x 21.25 X 21.25 RET RETAIN EASEMENT X/ -^ x�' SPOT ELEVATION w/LEADER Transportation REM REMOVE 3. THE LOCATIONS .OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND BUILDING SETBACK 2i"?� 2t"25 SPOT ELEVATION Land Development HAVE. NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR _ 1 i OU MOO OO r�, REMOD REMODEL Environmental,Services BASELINE , BORING LOCATION SHALL. DETERMINE THE EXACT .LOCATION` OF' ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, AND ABAN ABANDON AGREES TO: BE FULLY: RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT B.E OCCASIONED BY THE 50S East Columbus Avenue CONSTRUCTION LAYOUT 61 ® TEST PIT LOCATION , CONTRACTOR'S. FAILURE TO EXACTLY LOCATE AND PRESERVE. ANY AND ALL UNDERGROUND UTILITIES. ALL ADJ ADJUST „ Springfield,Massachusetts 01105 ZONING LINE �� TEST WELL REPAIRS SHALL BE MADE AT THE .CONTRACTORS EXPENSE. THE CONTRACTOR IS TO CONTACT DIG SAFE 413 747 7113•FAX 413 747 0916 IL EXIST EXISTING 72 HOURS .PRIOR TO ANY EXCAVATION AT 1-888--344--7233. --`� TOWN LINE ■ s BENCH MARK R&R REMOVE AND RESET 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES 12"D . 12°D GRAVEL ROAD DRAINAGE LINE R&S REMOVE AND STACK ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. P" ADJUST ALL OTHER EDGE OF PAVEMENT - a - OVERFLOW DRAIN FDN FOUNDATION .RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK. BITUMINOUS CURB --s"RD --- 6"RD ROOF DRAIN ELEV ELEVATION CCI3 CCB e�+ eoo BERM12 s 12 S 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMITS OF WORK '°� " �' ""' "' - - - - SEWER LINE BS BOTTOM OF SLOPE OHIM KID PCG Uhlk'd INCLUDING BUILDING STRUCTURES, PAVEMENTS, SLABS CURBING FENCES UTILITY POLES SIGNS ETC. --- - . _ . . . . . _. PRECAST CONC. CURB - - OVERHEAD WIRE TS TOP of SLOPE UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND I VGC vGC UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT. �-- VERT. GRAN. CURB ---'G" --- 61 WATER LINE VGC VERTICAL GRANITE CURB SGE SGE -- SLOPED GRAN. EDGING --- �"��--- 4�FF FIRE PROTECTION LINE SGE SLOPED GRANITE EDGING 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY -____------- LIMIT OF CURB TYPE GAS LINE MCC MONOLITHIC CONCRETE CURB SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC AND FIRE ALARM). FINAL DESIGN LOADS SAWCUT --- -�tGE: LICE UNDERGROUND ELECTRIC CC CONCRETE CURB AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. SM�OF 2 MATCHLINE _.__._�:i_-.--....- T TELEPHONE LINE CCB CAPE COD BERM sy1 SWL - -- F^- -- FA FIRE ALARM BC BITUMINOUS CURB 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION. -- SOLID WHITE LINE AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY. THE CONTRACTOR AND __.._SYL�__... Sn - CAt4J.--�^ CAN CABLE TV PCC PRECAST CONCRETE CURB THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE SUPPLEMENTAL GENERAL NOTES SOLID YELLOW LINE NIC NOT IN CONTRACT CONFLICT. sl�,�, OWL 1. EXISTING INFORMATION. PROVIDED BROKEN WHITE LINE ® CB CATCH BASIN HEREIN COMPILED BY HERITAGE SURVEYS, _. BB YL BYL N TS NOT TO SCALE BROKEN YELLOW LINE fffflDCB DOUBLE CATCH BASIN 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR' OPERATIONS SHALL BE INC., SOUTHAMPTON, MA AND IS AS SWCIIL SWCHL TYP TYPICAL RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTORS EXPENSE. SHOWN ON THEIR PLAN ENTITLED SOLID WHITE CHANNELIZING LINE � ® Gt GUTTER INLET ALL AREAS DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT "TOPOGRAPHIC PLAN OF LAND IN sic#1L sYCHL APPROX APPROXIMATE SHALL RECEIVED SIX INCHES OF LOAM AND SEED.SOLID YELLOW CHANNELIZING LINE G • DRAIN MANHOLE AGAWAM, MASSACHUSETTS SURVEYED k D�1 DYL ACR ACCESlBLE CURB RAMP FOR PREMIER PARKS, INC." DATED DOUBLE YELLOW LINE QED= =TD- TRENCH DRAIN JANUARY 5, 2001. SL SL STOP LINE FES FLARED END SECTION 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES 2. SUPPLIMENTAL UTILITY INFORMATION PLUG/STUB FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS ELECTRIC TELEPHONE SFNE SIX FLAGS NEW ENGLAND FIRE ALARM AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES; . ' PROVIDED BY DICARA LAND SURVEYORS, fFs► FEs► FLARED END SECTION WINSTED, CT. T STEEL GUARD RAIL UT�'Y 3. THIS PLAN IS FOR ENGINEERING WOOD GUARD RAIL HEADWALL CIT CHANGE IN TYPE 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRU.,TION NOTIFICATIONS AND DESIGN AND IS NOT INTENDED TO BE 01 GREASE TRAP APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND. POST ALL BONDS ASSOCIATED WITH USED FOR PROPERTY BOUNDARY LAYOUT. ... . . •••••..•••..... F&G FRAME AND GRATE THE WORK INDICATED ON THE DRAWINGS. 4. ELECTRICAL CONDUIT RUNS PROVIDED ...".".. .... PAIN :s ® CONTROL STRUCTURE � F&C FRAME AND COVER BY SIX FLAGS NEW ENGLAND ELECTRICAL TREE LINE 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING MONUMENTATION DISTURBED, DURING CONSTRUCTION SUPERVISOR. _X..-X-X_ 0 • SEWER MANHOLE RCP REINFORCED CONCRETE PIPE SHALL BE RESET BY A PROFESSIONAL LICENSED SURVEYOR (PLS), THE CONTRACTOR SHALL PREPARE AN CHAIN LINK FENCE AS-BUILT PLAN SURVEY SHOWING. LOCATIONS OF ALL .SURFACE FEATURES AND SUBSURFACE UTILITY VCP VITRIFIED.CLAY PIPE STONE WALL � • WATER MANHOLE SYSTEMS INCLUDING THE LOCATION, SIZE AND INVERTS. NNG WG PVC POLYVINYLCHLORIDE. PIPE V RETAINING WALL o WATER GATE 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO EARTHWORK OPERATION AND ACCMP ASPHALT COATED CORRUGATED METAL PIPE HAY BALES MAINTAIN ALL EROSION CONTROL MEASURES AND SEEDED EMBANKMENTS DURING CONSTRUCTION. _-.-;Sv __.;sV TAPPING SLEEVE & VALVE CIP CAST IRON PIPE EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT OF .ALL LANDSCAPED AREAS. -4 MINOR CONTOUR PRESSURE REDUCER DIP DUCTILE IRON PIPE. 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION �----2{?-- -- --2o MAJOR CONTOUR `b' `i' SIAMESE CONNECTION HYD HYDRANT ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. --1S - Ts TOP of SLOPE IYD eyD FIRE HYDRANT PIV POST INDICATOR VALVE %1a WM 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL. CONFORM TO ALL LOCAL MUNICIPAL Bs as BOTTOM of SLOPE WATER METER CAP CORRUGATED ALUMINUM PIPE STANDARDS. 'WORK WITHIN STATE RIGHT--OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE PIV PIV POST INDICATOR VALVE INV INVERT ELEVATION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. � L�1.G BUILDING v, 0 0 WELL PWW PAVED WATER WAY 15. ALL HANDICAP ACCESSIBLE PARKING SPACES RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN 4 :WN �IEN BUILDING ENTRANCE GG GG UP UTIUTY POLE CONFORMANCE WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS ARCHITECTURAL 0 d. �LD �LD LOADING DOCK GM GM TSV TAPPING SLEEVE, VALVE AND BOX ACCESS BOARD (WHICHEVER IF MORE STRINGENT). 0 0 Designed by Drown by Checked by GAS METER JAB/JET JJF ° BOLLARD COND CONDUIT CAD checked by Approved by L] ® DUMPSTER PAD CO • 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC Scale Date ELECTRIC MANHOLE LV LOW VOLTAGE ELECTRIC CONTROL DEVICES. Not To Scale 9/13101 SIGN C11 ® ELECTRIC BOX HV HIGH VOLTAGE ELECTRIC Project Title EM I DOUBLE SIGN }� El ELECTRIC METER Comm COMMUNICATION 17. CONTRACTOR TO VERIFY THE LOCATION, SIZE, INVERTS AND TYPES OF EXISTING PIPES AT ALL Six Flags New England PNI PM PROPOSED POINTS OF CONNECTION PRIOR TO ORDERING NEW UTILITY MATERIALS. PARKING METER � � LIGHT POLE 1623 Main Street 1U PARKING COUNT 4 FLOOD LIGHT 18. ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE NOTED ON THE PLANS. "-M ♦' SINGLE"LUMINAIRE SIB Cwmff I3AKM STALL§ 1,411 1 PRIOR TO INS Agawam, Massachusetts DOUBLE LUMINAIRE TAI_I_�TIOl� �I= ��lY 1�EWE�; WATER gl� DRAINAGE LINES THE CONTRACTOR /OWNER SHALL f _ .-. - 1 I I II II II I I II I CROSSWALK CONTACT THE TOWN OF AGAWAM S ENGINEERING DEPARTMENT AT 413-786--0400 EXT. 277. NO issued tag TRIPLE LUMINAIRE PIPING/APPURTENANCES WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. Construction CONC. PAVEMENT QUAD LUMINAIRE NORMAL PAVEMENT WALL PACK 19. DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE UNLESS OTHERWISE SPECIFIED. SEE UTILITY PLAN _rL JK FOR SIZES. ALL CATCHBASIN GRATES LOCATED IN AREAS OF PEDESTRIAN ACCESS SHALL BE DESIGNED FOR HEAVY DUTY PAVEMENT HANDICAPPED ACCESSIBLITY ACROSS GRATE. O - TELEPHONE MANHOLE Drawing flue A2 ® HANDICAP RAMP TS 20. WATER MAIN EXTENSION TO BE 6" DUCTILE IRON CLASS 52. HANDICAP PARKING T° �0 TRAFFIC SIGNAL El 10 SIGNAL BOX 21. PRIOR TO CONSTRUCTION COMMENCEMENT, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A Legend and �,. VAN-ACCESSIBLE HANDICAP PARKING FAT FACP WORK PERMIT FROM THE SFNE DIRECTOR OF MAINTENANCE & CONSTRUCTION. DAMAGE TO EXISTING VAN FIRE ALARM CONTROL PANEL UTILITIES DUE TO FAILURE OF CONTRACTOR TO OBTAIN PERMIT SHALL BE REPAIRED AT THE SOLE EXPENSE General Notes Detail no. o oB ARCH. DETAIL (SEE FIRE ALARM BOX OF THE CONTRACTOR ::�v Sheet no, ARCH. DRAWINGS) ff] TRANSFORMER PAD 22.'ALL UNDERGROUND LOW VOLTAGE AND HIGH VOLTAGE CONDUITS SHALL BE ENCASED IN A MINIMUM 6" THICK 0 MANHOLE CONCRETE. SEE SFNE ELECTRICAL SUPERVISOR FOR CONCRETE COLOR REQUIREMENTS Drawing Number -o- '- UTILITY POLE 23. CONTRACTOR SHALL NOT STORE CONSTRUCTION MATERIAL, MACHINERY, PARTS, OR ANY OTHER ITEMS PERTAINING TO CONSTRUCTION OF PROJECT WITHIN GAS PIPELINE EASEMENT AREA WITHOUT SPECIFIC a GUY POLE PERMISSION OF TENNESSEE GAS PIPELINE COMPANY J• ` �� C-2 ��.� © HAND HOLE 24. CONTRACTOR SHALL AT ALL TIMES EXERCISE CARE WHEN EXCAVATING WITHIN PARK TO PREVENT DAMAGE N°' t�O PULL BOX sheet of TO UNDERGROUND UTILITIES, EITHER MARKED OR UNMARKED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE �� 2 11 FOR REPAIR OF UTILITY DAMAGE. Project Number ✓�n 0764700 �f I�#�0� 11Maspring\Projects1076471cadlldlconst\07647LEG.DWG X8 7.3 \ f t C ': C 1 }` lf/r _t'.r ' C) -.. d'' 1 u , ` :(^ �•�... t {1 j 'f ell !rl < IBC. r t..._ Cf�'" r •.S L_ ` \ k: \ ) } r i� � < ! rq' ,� ?J ��E 3 ;.) ; p, Gr r S , ?C •�_' f ` '' s r ' 5. 8-1 ry )`- '�_�� :���'• C. ' 1 ��is �, , "J [r3 t:7 (. iS \ 7�- .�_ �.}� � �` `\•�1., ",` \ ..k E3 f.i x �V I,L. �'{` �` � t. C.' � •/� •_.1•.•'{SI� _..� l � .._ .. .� •��- "r'Y 1 `� •'�_+'"'� t! ,7�\�:�.�� '"'-n`� •'S�S � � 7��� f \�-�%.. ��_.. ��� Y.J - j .- - - '� � {` __�.,] � ..� �• -,y. \1-,..� .-. . .�..����. _ .�rir _ (r7 1 1. Y \ , I ..._ .... 1. ✓ / 5 U 95.$X f r {. CrU x77.8 - - --- f 1:. _._..�.K >\ �' 7`��.G \ )i , :i �` 3 . T E 4` r 1 \x v 7 ,. x95,E3 p 1 I tj ,, . /, r s 0 , 76 1Li, \ n Cj `s r r ( ,'': .'.,.: . 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I r ]�t1 Grr' t X ! �> ` 1i.7x .'I �r Environmental Services r{ X91.5. t�` �Cs , \ p r .Z C. \ J r F7 \ CJ > `,r /�^ -,. / Cfl[, <✓` cvr s.._r*... t - - r...._. s r f "7b E3 � ` •= L� 7�:�, ! r' ��'1:� X75.3 i 1 I .. ..-_. .o, .t' T� [ cy' a :f, _r-p.....___-._••1� \ \ ! 1 � - :� gr, �'' I to O C� \Ar i� ° f' ) r ,, I �_.. ;- , '� fir# 505 East Columbus Avenue r 91.4 x 1p '4�t , *; `- >c R-- 3. ~� r X 7 5,3 - - 0 C �`'� L?aa ! y I ` ` �C _ l y _..__. -.._ _.. __. ,�. 1 Springfield,Massachusetts 01105 pX ) C] ��� I. iJ '\ $.,9 r5 *-� \ 1ss r [ -G5.3tf .. f - -' ;� _ _ .. , leg i r C� r 90.g - ' `,_o � 71,1 X E3 --�__.... \ , 3 n,,,m t 413 747 7113 FAX 413 747 0916 L1 ] r (3 ? ,h_ ) :r r xr.4`7 r' r .. \ 1 1 91.E3 9 2 �C79,E]X -z 11� 75r''x\ 1� {:, '3c+y �.• 00 Fi C 9,0 x 75. \ x 76,Jt , _._ ! J �5:5 ` 1 ( xai.4 y 76.8x Ear, _. \\ w t �.-p o X .: `�.\ C �� 745 (. I �� �C7� J �1` -ti - 1 I �,�- /`' ` � ' • tip 3'y X7%..5 F G73. `, \ ws� y '75.5 x 9 .3 .c75.5 75.5 1 r x ',I ° Z 'z�� _ _ :' t� _� .- '', •'� r' X X9E1.$ 4..���t. �•_T.�f3 X _ } ` 1 1 74,9 t�J C�:: �.. __ r •....r.- �' � . I ftC9 X90,9 / X 7 ,r. . ` �, j A n,7 , , 1 fy ry\ {�x� ``�\'�� X _ `X 7� 1 X73,t1 Y,7�E. 7 r` �.:. a..... :-•: -= - ^- ` �� ,(l j ,, ; j �< _ E31r ". 79,8 ` Y 7 , `+\ rihx _._..- r , eua ( 7,"7 Y V S x9 r� C� 9i1.9 X1 1 T ! j' - "� 78.E , X 7�.J. x78.7�7(r� � � r.,,� ;r'7�.F3 . r,,.A•r� i ' =--•.___.-.. ..-__ �` i t I KI ' i \ \ i I ° ° n 1 0 1�, 1 74.$ r -� Fx t 1� 5 ' c __.__ - _ 75.E X M X90., 9 1,.r- 7J X9U.� Q7 \ � �r,,.. sl � � - �;�- f�`•" �',\ '•\ )l',+ •,��` _ �/. "^..-.� _NYC7:? i. �-7�e�.'�....._..._...� � '•� `� 3 7 / , _I; 3 LL �/� ?C f3`3.7 q�`� I/.' r �� .��A +�`` r - _ �� '`� �1 0r, J t j 1 75.3 x I ,ram x ', `ajl.t� �C` i ;r9 I ! �...... �� /`, �C� tt �z, ,•«.... x �_ ,,�� ,'.t_. w.. ..1r �. � �. , \ �1 f ; . ... t _._ __.._.-.._ SUPPLEMENTAL GENERAL NOTES ,J �r x �...;---•-ti ^-._.., /.,'�- \}. +�• _�'- /` )Ili:,: ,s �3 W rLs t.a ,�,~ �_....F v -i7 f�_1 l ', I - ] ~ ; \ gE, .` s 7.s, l ..... W -.\ r .. , .�' -� t.l .�� _ f � `' �' I I �' 1. EXISTING INFORMATION PROVIDED r r - ); _ / , t x •.•.�.'7' \ -..� .. ..\ \ ! r ,' 4' _..J J -t•• •t / \.sue " 7 r y -.4_ `� '~ t�1't1 V. ( I f _ .i / c� 7 , ,; h.> 7 .6 - I � HEREIN COMPILED BY HERITAGE SURVEYS, _ ' i i ' �' -�, \�.� �� ll t. "' �, ./, t 11 �.•.L}. 1 `� ! �__;lr_ti y x 7rJ.3 7').6/ )4 (� �r `30.7 �`� /' ? �-�,:(M�" � �� � �.f �' � ;(•..._. '. r � � , 4 x7�.3 rr % �, t� ,,�� � t _�a._ c � 7 ra- ° 75.0" i r •f� !' I !� INC., SOUTHAMPTON, MA AND IS AS b XE�9.2 r[' o 1,� �ss.a"\ '7� / ' \.* � 7,3 / ., � '_ `� , �.ti �/ r3 ;�. c3" c3 I I 1, SHOWN ON THEIR PLAN ENTITLED x _' \$Ct.9' n / /~ ... �:f' 7 3.f•X r� '" _. . t`- trl= 74.0 X t )`-75.3 E, t p l I r J } ., I f ` Y TOPOGRAPHIC PLAN OF LAND IN c X86.1 \ > �• / ,r Xr6.2 ' (> '+'� \ t... X7 rt l rJ # 1 I I c� ',• X L f •.E.. .. `� AGAWAM, MASSACHUSETTS SURVEYED �. 9X.1 iti f O 9 QN,30.1 X8`. 7ti 1.:1 X , \ 4 k __ .... - " .•1y _ X7 \ .� �, _. I FOR PREMIER PARKS, INC. DATED X 7 7,6 r'{` i ''\< "\ !.) "� /752X /� [' 1 > / 8 � �,Frf }: 1 JANUARY 5 2001. . �� i :6 �, rf= r� �� 75AX �, ! i,_, 2. SUPPLIMENTAL UTILITY INFORMATION sue. �76.;3 }. x r . � PROVIDED BY DICARA LAND SURVEYORS, U - .__ y 1 ���I ?(J `` ' d't :,.� �.f r` y ; \. y X 7 4 A L 1 !'4- i} F�. ! = a ,�9 . Xas. c�� , x75.� , \ - <b x7RE.�?c� I ,I ,/ c r_° i J c>- lr I #. 'i' WINSTED, CT. / n� ` X89.5 '�' E• _� --1 , :-�_�...�- 7 r f;� �f' � �..-. _._`.} - \ 'r 3' Q' , }` 7�.; ! 's I 3. THIS PLAN IS FOR ENGINEERING Z917 �•'.�1•! /l�/r !1.1 •f f ;._ ....lt / •/ / ,J ro l _ 75.9. r I i ra-- k X ( , =, z .1 >.t .• DESIGN AND IS NOT INTENDED TO BE X435:4 O` I r `4T3 7 _ �'' L! t-i7:5 (,�:�.. .� ,t ,.k�,..,� - - , =,t►� ;s \ `l =- ;;; ..r CA. ;> ,la.a I I � j USED FOR PROPERTY BOUNDARY LAYOUT. \ = -. _= uur , a% . t, J.�T ! 4. ELECTRICAL CONDUIT RUNS PROVIDED `�.' f3'�-�Y ri-w�, !.x.�Z J.. _C`:• rr.. .i.-! „/ .w {�. _ .-` Y. _,., _.. :. x3 r -' .- . fr .� 7�•: .y X�52 / ,- �, r . BY SIX FLAGS NEW ENGLAND ELECTRICAL .\..,,4 Z , i - ' ir,,$s,v I: - `�i ) 7�t.ra(,. t I SUPERVISOR. ...�1 �'-���-:-_ \ � �. �-'' _. _ ... �� .-' �.�_�_..__;_,--•-•-�� x ib.�t I� X]Tj,4 __.,!� \ i x � I � I �,�• � `` EXISTING EN E SE GAS �. ~ F 5. E X I S N G T N S E xE3(.r? 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Springfield,Massachusetts 01105 EDGE OF PAVEMENT r O , , .V 413 7�713 FAX 413 747 0916 , � � "i i t 1r r i !I , , I t I t S N..,37,963547" . ... 3 1 E� 7692.15 �'.,- �- 9 1 , ' i, _�; _ 'i .i � .['.��' r+n,r+µ' ir•rw wrr^i':.wrr�"��"�' - �' } � �` �I I � # 1t - r ., _ 7. E N 379607.22 `,. E' 29763fi.24 ESTR00 � �•, ,' , �, �CORATIYE ., r ( ; j c' i•", c>V 11650 / � I , - 3. •�': . , , 31' i `-r FENCE. TO t' I 1, ,�" .. �'! „r �': i` "'* tr A/A7•C :�X1S77!'1C `i f� ��" :', t", ;::,--• rs ','. .. , � � r� �' �`.:, =�:;. F EDGE. OF PAVEMENT •a. � / � ,r.ss � i i � tS ! f i !� � 3:%'7•1 FOOD .,, 5•.: f�.S,...1 r WI. � r!" t `\ - _ I ^� i '•``'•. � ! � ! � , k,I Y, �- .i.. r --.. STAND •.�: 1 i �" ! i f � •r` E � I i ,.. •r . . i OUTDOOR � 4x r ) a 1 •?x i - _ i SEATING s i i 't ? BU CUR T/� EXISliN/� ` r, i E T� I� V G � '1 11 /'.' - �'. ' ♦ ' !. r' r , BI'TU' 1 Qv CURB t ��' =t � _ � 1� SUPPLEMENTAL GENERAL NOTES • , : r� ,;. , �; � 1 EXISTING N G F -I�IEM��� t i ' a � INFORMATION PROVIDED P ,. i �• HEREIN COMPILED HER EXISTING oR�rRL n cuRa:To-.:-I,I r � 1 ► ! I I .,,.. �., � � P D BY HERITAGE SURVEYS, r r EXSITING-"PORTALS ! i #" � i i r z "x ., J 1j. BITt1MIN0US ITUM NODS _ ! 1 , *' E j •tif„ B I ..� ...- _ ...._._. __. � 1 y:,.. � OUTHAMPTON MA AND IS AS i' INC.,, f i rI SHOWN ON THEIR PLAN ENTITLED PAVEMENT { r- �; LANDSCAPED r .., � � �:• ,• E : J AREA H1C OF AND IN , 0 RAP PLAN L ! ,' .,, •. . ,. - -.,,� ..__ _ =, ;` :, ,,- i E,-r- n ......- 1 r � AGAWA MA SACHUSETTS SURVEYED i � , _ r�• � •, -- .. � r . '�' .� ''; � r r t I FOR PREMIER PARKS INC. DATED •r j'• S; � � � 1 � � � �i-' ' #t I( 1 'J�1�F BUTT CURB TO RIDE 4 ,( a i r ( I JANUARY 5, 2001. ';_' :, ,: •,•• r r, .iir [� ._._... _ j,% % 1 -' -'i �" � ..,-_, ( tF ( r r s ti ......................... 'i l f � � i J� 1. f•. ,: f . Y. 2. SUPPLEMENTAL 'UTILITY INFORMATION ti - .,:.�" PROVIDED BY DICARA LAND SURVEYORS r1- , r i .r , _..�\ ,` -.c. - I ! _'`war •1 .i:,,, f , 'ff .�_ ..� E � F ? WIN ED CT. BUTT'CURB TO i i � � ;' 'i 44 '� j: �!° � I . 't - EXSITING PORTAL I r r PLAN IS FOR ENGINEERING 3. THIS _ 3 i E l I ! -,,E N 379429. ( ' F k f r - - .- `, ,. r` ,": !'' tq •_. (r I t � 4s .DESIGN AND IS .NOT INTENDED TO BE 2A� E 297634. j 1 1 i '€ I i { j `_ USED FOR PROPERTY BOUNDARY LAYOUT. { i t : ' = " i. ' FOOD t w I 4. ELECTRICAL CONDUIT RUNS PROVIDED i j, ( r1 ,\ 1: ] (�' 1 ! , STAND - � 1 �` '� ,. F ,- i I Er' � ( _!" -f y r _ 3 Q gg r BY SIX FLAGS NEW ENGLAND ELECTRICAL 4 .Sh s„%- 0 1 t "� 3 � 5 i � � i-� -i, i f'r � _ r. ;� r.. DQ j Q � � ; 4. ..,- �..; �� -� ,1• t: �r E SUPERVISOR J % El ! ! D B -, :� 5. FOOD SERVICE BUILDING TO E Ir i �ti' - r� RELOCATED FROM WITHIN THE PARK. t l , ` 4\ i '+ N.•2 - i --a ACTOR TO FIELD VERIFY SIZE OF � J 941 F % r ,. CON TR N 37 i' 4 E I i F 1 yl r IV -."�::" i� N ADJUST COORDINATES 4 E�297s�. o. BUILDING AND A C TE i •, i• t- I '� I i 4`4 L r4!";3, ✓ , ATE ! !� 1' i ACCORDINGL Y. C F FENCE r:"t`•vim I i IJr N`�Z9327.70 , I. DECORATIVE FENCE TO_MATCH EXISTING j �.: �� � t � ' �' •s r` ; � '�,:��, - z t J E 2973E :1`7 { ;P.,ROP05 _. � � =� ED SEMI TRUCK 'ACCESS .,:� � f ,. c I r }... , - , s : DECO F •s"� RATIVE FENCE "'-,,,•r� - r, >N a7931b:8.f ;. .�";. : .STANDARD b137Y" PAVEMENT; ` • . � x -� , ' { TO MATCH EXISTING,, � -�. '. E, 297430.11�, � � �� Kr �' - - r : � ,y,�i, � `, � { j � •.-[3EGORIkTIVE GATE _ i � � SAWCUT,`& MATCH^ '-'-. .3. ,'r- . � �� - ._ram �r- � �, �. .�'� ; -„ 4,r ''� ,.;Y,' ,.,..s +' r � •� .' � 1 ' R ;rl :�- i •`S'r: �' isr ' .. •EXISTING,PAVEMENT '`�+► •t ,...•��.,r � ±, XISTlNG BIT. WALK N F, i LIGHT. CONFiRM'PO�ST LOCATIO . QNNER EXISi7NG•BUILDING TO °, . . F� :.t.. _ -. '- '- �._ �' .y r' .. F � � } ;'j ' •% ! • REMAIN �.r � �� � , ./:' ` i 22.0' r ./:• O LANDSCAPED ` ,..,--� . Syr. BUTT CURB _TO�.:` s rr" SAWCUT &.MATCH - ' _ -- XISPAVEMENT,". " BOLLARD TYP � AREA. . -.., r ! , { ) � g., / '�. � ,:k, E ' N 379299.E y -. - E 297E " .81 < IDE TING' N, 3.79253.67 4 Update=bline,type add fen= 02-11-02 JJF • N.�792�'3:30 `E 29754$.02 - ��`� r� . . i I I ' E '297327.6 f N 379242:35 ��5 :.'' �, is_. i . _ � ;' ` � :,� 3 U Coaster 10/30/01 JJk� E 297544.03- # 't • ..,,• 2 ReisedIay01t IW18OI JJF I E �a�a71.t?7 LANDSCA ED !�, f.t: r j 1 Added additional survey information 9(�31gf JJF PROPOSED`.CONCRETE' .." PLANTER, ch ; r _ 1 �' _ :�: AREA 2 i _. :I DU P,STER PAD a �' No. Revision Date vd. ! r PP � �g. / AREA car �>>. �s` N 379180.31 2 � , :�3e 8 a i:, Kf �: N 379 13:72 .9$, _ .. i"` Designed w ' - ' ,.�- ,•, I "i' i goad by Dro n by Checked by r` , E 2975`.�7.24 J B�JET JJF -- i ...... '�-'f'• �, l r` �r. ,• , a, N 379)"81.:'43 ,l' r-� „ - •�. :�•: �, PROPOSED --� N 379200.4D .'. .V' .r - ,` CAD checked b roved b , P..- - r ' -•r ' -�E-'29. 72 .27 �"� y AP y .... ..._._- k ., � •! ,. Ci: ..�� � i :_ EAVY-ptj"'ry r k,•j :, 22.22 LANDSCAPED =� r. AVEMENT 'i' DECORATIVE FENCE - •-' 3) y f. P +` > i Scale s Date (�� .. � AREA � -- a •,T+b..MATCH EXISTING i s � i 9/ ",_ _ -,.�,_,_• r, EDGE PAVEMENT r l' ,i •{ Project Title ' ,' FASTPASS THEMED WALLS. RESTORE'•WITH � s 379207.3E '' i %' S 3 - F' `=° • ___ LOAM SEED �' y '''PLACEMENT, SIZE ,- ; � ; ENTRANCE :, r. _ S1x Fla s New England . '. -� ; AND"CLEARANCE '�F I ��� ,�- j .DECO � "�" r o E�ATI � +� :5 �..: s To BE VERIFIED' BY 4 { ' 4' FENCE t�s.t r> COASTER E i - "`' , ,, `�, .; - MANUFACTURER , 1623 Mann Street 1 U i .I E' s r E•I E>J;�--• E 3791 60i 17 297334.50 o PROPOSED xi # ! POND n 37.0' � ... �. ..i, r "a � � A awam Massachusetts tr LAI�fDSCAPED R'54' N CHAINUNK FENCE �3 5 (c! , � Issued for ARE N 379132.24 E 297725s6 .I - ....._....--�._".__._.._.._. ...- -'-- . ,i-' , I ¢ _ , a ul�E>�ED �s.o' •J • � Construction r E 297381.52 CENTER # t . .._,. mot• s ''' •,,, �` tl � �w_ �.. { s " i'. .. .. 1. - 1 Jk r r I .• �UM SIZE (2)8'FEB'CC 6AtE (i)4;f8'{L C.A7E SIZE � � 3•� Y < f THEMED WALLS. PLACEMENT, GATE • i '•.11 �` VERIFED , I E t" `� � , J " i �` N 379098:¢1'1`' BY COASTER MANUFACTURER'S drawing Title , ` >• - E 297312.34:' .' o o � r.:"r,,4i !I i_ , ,(• ',,. �t. €= , ! � f f (CENTER),,'ENTER +.,� .�.:.. ¢ i i' ;.• ! , •, _ } � ,'{ - t'� {- r='k- i (' ih: t '#"'ti, r,E'•E ! I i I :i:'i �'t, _!� `•i €- k,' ;`} i 1 { ECORATIVE o FENCE ;. .. '. 'C 13,. �, .-r E ( a I � i r 'i. � ��� La out and Materials y DECORATIVE THEMED1 GATE t .. � t... ; _ _.. . r� I ., , :• `, � / _{.�„1,f,�! 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CoriStl'L1Ct1U.n 4 ��.�- .:.._ "cif .�lI�\. ti _:tr 1-M \1 t /• \ _ V 0 �� _ •,� I i T i , ./ �.V I 1fr \\ \ `;z_ \ i �� __.. tRt,;,:vnl.It� 1C, ; t r :i:..f,- .. -, I / y r .-� / .m•I f" Fri. r - \ ' 1 y ♦ .y t' •.'4•e',•�i�-S'' / I / 115 // ..0,c!•--r. �1. , �' .t Q �� t - i`.Y f:Y;-*�• -- € I i ,I I w i g 1 \ o U, 1 \ _ 4 ,. �rs_ J{_ � 1 f {� 11G Drawing Title •/ -.,.,.r_....�._-�'~ _ 'T•'�-•'�."! _r:," - �`, 4 � \ y •fit. »L_.... ��- J 1 /`' 1_ Ti' 1 wj + ` ro. /J 1 f ( 11 L , ^y, ..�...� t�_„_f s'I�'j �```• ~~~_ '� �`�. \ `\ *I!k �\,:t* '.`y' � •�'^. .-.-.�i4} _ ���,� �'"tt_Fy / �/ f J �,`\ y k �f � �ig-.. rt, ! -�- � i� ,!� `y .. \ \ •+`S a..,, �`_.. =-s, r�sr�n::'ss:u�...�.._•.r.•.._,-r- a...:.....-s- .-.-•v_.-...� I� ! '1` ! r ` '•_ f'� t�[rC f�- /� �• 5 \ k..- . \ "�^- *%k L F i t 'f\\ * I l ` _/r .YC ..T..T :..J \ 1 ._. roc _______ .-... -- - ecl a �-- .�` "' l \` • r4* i` ! 1' �,;T -,,,! 1 4 -_ f /✓ ! ( 1 i l j l 1 1'dI' 1' i$� 1 (3 7� n�,y •ti_-� J J _r+-•- Ir- =C'U r%l� Q p ..�ri, d. ' r'."""'`'``•".+ _ .. 5 1 ..1 j+ -J / '•/L-_••"`••"'\ - ,- . ,.-��_ ` V _. ---A. _ _�' ` / ! .� S.�ll't3 Layout t � ::=-_- 10 T'� U'3Q �Q .200 , _e, I L� `15- 4 '�' ! ( � i� T '� _ _ r �V ! ;�)/ f � �. e/ l,�f] '-- Q _ ... - r ' ��-�-- (.r �,,:. ,� ` `:` , - I -,f'. _ L � ..�•-�% / 1 / 1 � 1.1�%f• 13.. 112 PARKING f3 �� Q '�`i c� ,� 'k \. >�� `'1 ��; _ 1fI r 1 I / s TOTAL NEW � -�. I+ . r �....�_ ! , •,. ' ,. _ I ! ! I i �, SPACES ADDED: 85 SPACES 0 L 01 f [ A n t } r / / ! F Q. L ! f r // / f41Ti 3:_ 111 1 � `}�^' `\ 4 1 0 ` \\ \ �%ri�y\ ./ / _J. �v- %,S/ / i /� /! ` ! �'dFn/.] 11/`:�f-uf #19 Drawing Number 1 —µ ,�\ y �.iG(:F, •, .i; •-- ... //' ,• �'• N,y�%t�F / f, 'i•;/ I ,`,y4{ t J'f //} I1 Q J f t1 _-_.._,-.-_\, _.� -, t 1 i w.._',_1-a- . / {i �/ ` ii/ �� U" ,;�`t�,% / �� cek �r J` }{ .f 1 ` `� FtL Z t (v`4 V" - _ .��J ..� 1 .-._- - ��/ � / / ,/ /J a-/ ` •' ' 7 . i I \ '\ F } 1� ,•J.a ' �5�� __ - - Jr, `�` ....-• __�`-',l -`•`� r• F'_ r �� (y _ l3 I��,,, 1 \ (((� \' •� •;\ �, •ti.�.....t... ii-ram,f /, /' /`'" ,r' i '.1J�,=.�-. 1 "�T .-� o ; �' ` �- I � 1— s" "'` r•.'�,��!V�1 1 12' "• J" , ' r.� �t(Zt111 J. ,./ -- o 1 i { - _ _ __-- '� .:� `, % l i dddT :.,.,, t -,k. I .I' .) ...1;l �/ y'/ J , I 1 •I -L'4[ i I 1 .._» - }QQ.41010 Sheet p of 1 " tY 4• ' 11 ! O 1 _ _ - __ .--__-.-- - _.._ t�1_.. -_ \ / f 1' `` / ! ',`%'�� .,\. ' / r"YtiF' F31 11 I /- s ��'V ._ ". �- , 1 `'1 \ �� '1 i1,`\ \':\'`` \ ,F } 1} L?I� '/r��j / �G O Q 120 Project Number I 1 � (< �'ti=`', `. \ '1 j , - i I f�rJ-E4 FITYAPOM,• 6a.s• P 6 0715470(} i ' . _ '•.\ \)' n ' L? I j J) Yi ' 1}. 1„'i 1t —___ _. --- --- ry :' --_ ` y- ----`- • 5 1 A C'•T',fl tl.il T,T7l,fT•"!-�•i t!1 / i r ; r, T t, t !\ [ T +, ! n r,r T . \ .. 6 » - . :- ---- .._ ` � ..I , .' � %` 4' •� ) ` ——.:._»..._-_.___ _......�__.__...._.__._.. _� _. —. Y; � � , 1.. -- , __.....,__. ... -.. _.... _ f 30".DIA. h NO1ES:s ACG SS E ---�--- NOTES: NOTES: ._ NOTES: Vanasse Hangen Brustlin, Inc. SECTIONS SHALL, BE DESIGNED FOR HS-�24 LOADING. 24" DIA. f ---- 1. Al_4. SECTIONS SHALL BE DESIGNED FOR 1. ;ALL SECTIONS'SHALL BE DESIGNED s 1. ALL SECTIONS SHALL BE DESIGNED ACCESS r - 2::COPOLYtdER.:MANHOI E S fEl?S SFIAu, 8E.INSTALLED AT 12' D.C. Transportation €' HS-20 LOADING. HS-20 LOADING. P FOR HS--20 LOADING. I 1 -FOR TH1 FvLL DEPTH OF THE STRUCTURE I ,_ 4e DIA. MANNO�E _ Land Development I 1 p k " no �` --: 2:'';C,OP& ER MANHOLE STEPS SHALL ;;=. MANHOLE STEPS SHALL BE 2. PROVIDE V" KNOCKOUTS FOR PIPES 4••. . . " . COPOLYMER 3; PROVIDE V ;:KNOCKOUTS:.FDR.PIPES • TH:;2 MAX.MAxCLEARANCE } " - .INSTALLED AT 12 O.C. FOR THE FULL . FOR THE FULL Environmental Services WITH 2 MAX. CLEARANCE TO OUTSIDE TD OUTSIDE 'OF PIPE;MORTAR ALL>:PIRE CONNECTIONS. INSTALLED AT 12" O C. .- fi T 1 C)EI?1H OF THE STRUCTURE. AL MNATE'TOP SLAfl DEPTH OF THE STRUCTURE. 3 OF PIPE. MORTAR ALL PIPE __...._._-.-.... - 1 48 DIA. (MIN.) I "- -- LOADING CONNECTIONS. fi w. - !. 4 JOINT S AUifil1 BETWEEN PRECAST SECTIONS SHALL BE (STEEL REINFORCED FOR HS 2O ) 3:''PROVIDE "V" KNOCKOUTS FOR,PIPES-WITH :_ ,.'PREI ORMED;..B:UTYL'KUIOl3Ett A BE GIVEN 505 East Columbus Avenue ��.TERNA7E �"I-� _I' L ,; , 3. ALL EXTERIOR SURFACES SHALL 2 ::MAX..''CLEARANCE TO OUTSIDE OFuRIPE TWO COATS 0 BITUMINOUS WATER- 5 . 3. JOINT SEALANT BETWEEN PRECAST TOP 5LA8 j FlNISH f MORTAR PI CO 5t.DIZ,AIN;-MANHOLE FRAME AID, COVER SHALL BE SET IN FULL Springfield,Massachusetts 01105 SECTIONS SHALL BE PREFORMED BUM ALL PE NNECTION& GRADE PROQFlt G MATERIAL - wrnl�VAR BED AD.lus ,TQ GRADE w�Tr[ CLAY BRICK AND MORTAR 413?47 7113 FAX 413 747 0916 s 24" SQUARE RUBBER. 8" 30".DIA. 8 y 4. JOINT SEALANT BETWEEN PRECAST SECTIONS (2z BRICK COURSES TYPICALLY, 5 I�RICK .COUR5E5 MAXIMUM) S 4. tf01NT SEALANT BETWEEN PRECAST SECTIONS j pF?EI!IING(TTYP, '• I - 4. CATCH BASIN FRAME AND GRATE 51#AIl.BE PREFORMED BUTYL.:RUBBER SHALL BE PREFORMED BUM RUBBER. 1 — 1 FINISH S f STRUCTURE SIZE TO BE MIN. 4$ x60 INSEpE I SHALL BE SET IN FULL MORTAR BED. GRADE " I 48 _DIA. MIN 1 ADJUST TO GRADE WITH CLAY BRICK 8' 24 DIA. 8 5: DRAIN MANHOLE FRAME AND COVER SEE 5. STANDARD SEWER MANHOLE FRAME AND .. I .._:� ,.1 I K ACCESS SHALL' BE SET IN FULL MORTAR B�D.;'r NOTE 5 _ FULL MORTAR AND MORTAR (2 BRICK COURSES I � 2A f31A CONGfiETE _ COVER SHALL BE SET 1N F TYPICALLY. 5 BRICK COURSES ADJUST T0. GRADE WITH CLAY' BRICK;FIND ACCESS COVER - - BED. ADJUST TO GRADE WITH CLAY BRICK ALTERNATE TOP SL613 SEE Mp T _ MAXIMUM :� k. R AR.,(2 BRICK COURSES' 'TYPICALLY WITH:I A�lplF AND MORTAR (2 BRICK COURSES TYPICALLY, E FINISH NOTE 5. __-�•_-' `"; °.S.BRICK COURSES MAXIMUM I COURSES MAXIMUM GRADE " ) 5 BRICK C RSE ) 8 24 g" 5. ALL CATCH BASIN LOCATED WITHIN -------� FINISH o PEDESTRIAN AREAS TO RECEIVE GRADE .. fin HANDICAPPED ACCESSIBLE GRATES. a N ao c" . • w SEE t FINISH W a STEPS. SEE 7 NOTE 4 - r GRADE. q NOTE 2. r - _�.. _..._ i - •37f=f'�i :C _<:. - - - • ----------------- z - _v 4 m '� w z NOTE 2. SEE NOTE 4. SEE NOTE 4. 1= z rn 2-18' CMP,EXISTING s c REMOVE FLARED END SECTIONS —'-- a z i� 4f3" DIA. MANHOLE AND PROVIDE EXTENSIONS AS w o f z w a 0 SHELF TO BE CONCRETE REQUIRED TO MANHOLE SHELF TO BE CONCRETE u SEE NOTE 4 i. 0 F- +: N FORMED AT A SLOPE OF 4 FORMED AT A SLOPE OF e:' �- o _._.-------- _. 'a 48' DIA: (MIN)_ 1" PER FOOT. 48'. MIN. 1" PER FOOT. ---------. . -_-__ FLEXIBLE WATERTIGHT 48 DIA. MIN. Sr� OTE 3 U ' ,« .� GASKET OR SLEEVE 4. 4 — ¢TLET ovnEr _-- _. �. OUTLET OUTLET P DIA r• DIA q vwi o DIA. VARIES VARIES vi a== # s DIA. tr cFi INVERT VARIES z z -- o , � w rn - __ V 0 0 0 0 w <W. • ,.: VARIES rn Q DIA. F DIA. o 12" �t,4�' : VARIESV s; ':: ; ;';•" VARIES €;.. 12' '`�i`•', .'0 12" ! ^•-•,••, ,.;-: _!� _ yQ�{•o/'t I c�a 12" COMPACTED 4 - e4•.w °. pq O, =v mod•xr d. �'" '' " a 'a b GRAVEL 'O: °• .p.,.p. _ e •p'. v'- , , _ f 4Ui:1 .d' •-a: •.'�'.tx,�' ,.�r:. � '.'CF� -•�::fJ, .a:- `ZY C'.. � f � � , o.•a- 4 INVERT a. -.o:�,'• o�' •� 4 .o' ,..s�' `n:Qi;"; ••:0' -•�,<:: � ds�.CO. ,♦ .• � ARCr� TO BE CONSTRUCTED _ , SHELF TO BE BRICK t] : � . .: 5`O'"? Wit ' :Q' � •Q '"So 0;',? ;.. ;� .:0 - .R z ;o U n- a o0:v.'v ' .,. '_' �:.C� + - :_•a,• „ .Q;a?': s0 'a. ..a :A t7::( LAID FLAT AT A WITH CLAY BRICK LAID AS 0 to 12" COMPACTED * ` ' ¢ SUBGRADE �, a i . R/.�� dm .a- ;�.... ti :, ..Vie: a ♦ SLOPE OF 1"/FOOT STRETCHERS AND ON EDGE. ( •) CEMENT CONCRETE INVERT , CEMENT CONCRETE INVERT GRAVEL TAR OR CEMENT •• .:: 12" COMPACTED BRICK CHIP AND • , .., �-,• � •..�,,-y• MDR :Cf••a p; o O o Q 12" COMPACTED GRAVEL CONCRETE FILL �-.' p�,?,.�� .:-.q:'p;:�'o '; �:eb::�-'-�.n•-',.�•". .� COMPACTED SUBGRADE ';4'D�•. .a•° ��-'� •-. 12` COMPACTED GRAVEL COMPACTED SUBGRADE COMPACTED SUBGRADE Catch Basin (CB) s/oo Drain Manhole 9 joo . Special Manhole 6/0t Sanitary Sewer Manhole (SMO) s/Bs REV LD_100 N.T.S. LD-115 N;T:�. REV LD-115 N.T.S. LD_200 I , 1 i . I1--1/2"x 1-1/2"x 4' WOOD STAKE (MAX) I I OR APPROVED EQUAL II LIGHT POLE CATCH BASIN GRATE 1"x 1'x 3' WOOD STAKE, PROVIDE BASE COVER (2 PER BALE) 1' REBAR FOR AS POLE MFG.SHED BY SILT FENCE SILTSACK BAG REMOVAL PAVED AREA LANDSCAPED AREA ( I LIGHT POLE BASES COMPACTED COMMON FILL/ IN PARKING LOT TO GRANULAR FILL ORDINARY BORROW BE PAINTED YELLOW ffl No. Revision Dote ppvd. l a �¢ 1 1�3 TIES 0 12" C.C. Designed by Drawn by Checked Checked by ��F .............. _ r N / 1 , -� W �Q1 e�a 4-1)5 VERTICAL-EQ. SPACED CAD checked by Approved by ¢ ° ° ° • � ° DEPTH AND SURFACE I v • o o Scale NIA Doke 9/13/01 TREATMENT VARIES ' PLAN V#E111L o o / c FINISH GRADE WORK r % 60� Project Title AREA - STAKED BALES > • • ° o \ DEPTH VARIES \ s ,\ • s Six Flags New England r CATCH BASIN GRATE ♦ o • _ °o $ (WATER ONLY o o N PLAN FOR SIZELLCTRICAL 1623 Main Street ,, .;. BALE TWINE TO BE ¢ • oCONDUIT SEE FLOW %"� PARALLEL TO GROUND SURFACE t o o � � SiLTSACK Q o 4 COMPACTED 'n a NCO:n.y.,iv =s�,•:.:: m EARTH MOUND PROTECTED �`w LO ° ''' '�'•_'' GROUND ROD CONNECT o q••.• .y p COMPACTED TO INSIDE METAL POLE �`°`' °= `� BACKFILL AREA ,�'' ti a ' '°. ga '� `�::q' Q , a Agawam, Massachusetts i TOP OF 0 [L d w..- .. A: UNCHING \ g GROUND o AND TAMPED HA O , �` c•Qr" O / fs"s"ued for ♦ b , COMPACTED BEDDING r EXPANSION RESTRAINT z �/� o o �♦ :` Construction 1 I 4" 18" T. COMPACTED \/ BOLT LAYOUT B" (MIN.) { ) SUBGRADE COMPACTED OR & MOUNTING I V (MIN,) STAPLE UNDISTURBED 2'-0" MIN. PROCEDURE AS 8 SUBGRADE PER MFG. SPECS M RSTAPLE NOTES: S„C11 PLAN. Drawing Title 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE NOTE: IS PLACED AND HAY BALES HAVE BEEN REMOVED. PIPE BEDDING AND BACKFILL IN WOOD STAKE 2. GRATE TO BE PLACED OVER SILTSACK. DETENTION BASIN BERM SECTION NOTE: LIGHT POLE FOUNDATION DED ON FINAL ESIG AND FIXTURE N IS SUBJECT TO JOINT DETAIL TO BE CONSTRUCTED WITH COMPACTED SELECTIONHANGE AAND GEOTECHNICCAL SITE INVESTIGATION. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND LOW PERMEABILITY CORE MATERIAL Details CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. NOTE: MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER (100' O.C.) Silt Fence/Hay Bale Barrier 11/DD Siltsack Sediment Trap a/ss Utility Trench 1#/D0 Light Pole Foundation Detail 8/99 Drawing Number N.T.S. LD-655 N.T.S. LD-674 N.T.S. LD-300 N.T.S. LD-310 ,fUl1H J. C-9 FUR AN CIVIL u, I No.41010 Sheet of 9 11 Project I . 0764700 Der F q/1y jot 11Maspdnglprojects107647\cadUdlconst107647DETAR S.dwg Vanasse Hangen Brustlir; Inc. 1 lh" BITUMINOUS SURFACE COURSE Transportation .:..:..:::::::::....::: Land Development ............................ 2 L/y BITUMINOUS BINDER COURSE Environmental Services . ...... .. O c o Op ° op o -- . ° o O v I SOS East Columbus Avenue `0 HYDRANT CURB $" a° ° ° O ° °� ° o ° ° 0 12' COMPACTED GRAVEL BASE COURSE SURFACE SEE sPl�c 5 CEMENT CONCRETE o o ° • � o ° o C7 a a TREATMENT Springfield,Massachusetts 01105 ? CHAMFER VARIES °° $ ° ° VARIES 2" RADIUS (TYP. CONCRETE c�R 413 747 7113 •FAX 413 747 0916 i FINISH W.W. MESH �$O o 0 u 0 0 0 o p ° O� 10 ) PLACE. X PRIOR TO FINISSVE'HH AAMALT GRADE TOOLED JOINT AX. ♦ SLOPE 2" 6 2 PACOVAR SET iS c 1.5 M BITUMINOUSVARIES CONQ PAVEMENTs" 1.0 96 MIN. (TOP COURSE)X �-x; . . COMPACTED SUBGRADE cQ X " O aop o O a s o 00o BITUMINOUS . ' .•.. :e °moo o p o \ o °. 0 . o Ix BINDER LOURS E DETA I PAVEMENT _+: : \ ♦ ♦ {EAW D3.E?�1B1� PAVEMENT / ° o ° $ ;,,A :• 4R / q°p p '� Z i VALVE BOX �' c o 8 COMPACTED I °o o ` MIN.PLACE 1/2 D DR a �o a GRAVEL \ Q ,O '� 7YTVUN��IOINT BROKEN,STONE I \ COMPACTED �Y 00 g o° °Q° p O ° ° VKAnAROUND HYDRANT i 1 SUBGRADE �/ O o o °`O oO g o p ° o$°° °d ° 0°0 o O o I1 +n''3 \�\ p o O°o 0 0 °0 0 wq QO p o0 S .o a p o O o o p O ° s• v Y ° 0 80o a° ° ao pov`0 0 \ °� ° o o °d� o$o 1 L/y BITUMINOUS SURFACE COURSE \/ o°� o° 00 a° p O°� ° o°� 8°p0 O Do a$ :::• : Is :. .::. :::.::.:: ...................... . :::.: .: n 1 ifz" 131TUMfNOUS BENDER COURSE \ p o g o. ° o o o° ° O o 8 0, a0 FiEWLOK G LO.. o ° ° O V GASKETS 0 0 47 O d ° ° °o.. °O o Q 0 -co Q °,°° c 0. o°O o 8 0. O o o°coo O O EXPANSION c a O o °d o v p O p°p T\ o ° o O O a O o p e' D.I. NIPPLE yhI} q�T HYDRANT TEE PE x PE JOINT SEALANT o� a 0 o a oo�Q \ ♦ \ � / /\ ♦ \ \ ON E END OF�fIiE UN�S WHERE Y(DRKING SPAM IS LIMITED. (AT nxED LOCATIONS) Of, C, a 'p © 0 00 12" COMPACTED GRAVEL BASE COURSE /. / / /�./�/. /. /. / �. . / /� / /t/. / /�/. FIELD LDK GASKET' AND APPROVED BY D.P.M. M.3. SHOE ° O n 5 o O e REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS 30 BE USED HERE NOTES, �$o 0 0 21'O 0 r RE TR IN PIPE ARE RESTRAINED (PRIOR TO g o 0 0 0 0 0 0 0°$va COMPACTED RFAu( R 1. PROVIDE EXPANSION JOINTS ♦ GRAVEL BASE AT MIN: 30 FL O.C. WITH PRE— COMPACTED MOULDED JOINT FILLER. • : • COMPACTED SUBGRADE 2 PROVIDE CONTROL CONCRETE( a o SUBGRADE i JOINTS AT 6' U.G. 1/2""SIDEWPREFORMEfJ ALK o o- 3. CONCRETE FINISH AND COLOR EXPANSION JOINT. STANDARBLE NOTE: TO BE DETERMINED BY OWNER, BLDG. FACE OR ALL CURBING TO BE MACHINE EXTRUDED i� 4. CEMENT CONCRETE SHALL BE FIXED OBJECT k I 4,000 PSI—TYPE JOINT DETHIt. NOIE: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Monolithic Concrete Curb & Sidewalk (MCC) $��� Bituminous Concrete Pavement Sections „ oo Bituminous Curb (BC) 11 0o Hydrant Detail (Agawam Standard) t N.T.S. LD_421 N.T.S. LD_430 N.T.S. LD-406 N.T.S. l i ,•': TIE WIRES 7 TOP' RAIL 2" DIAMOND MESH FABRIC TEES BENDS CENTER RAIL TEES L,. TEES L,. TEES L,. TEES Lr BENDS L BENDS L BENDS L BENDS L 12' 6'x6'x6' 13' 0' 10'X10'x6" 4' 0' 12'x12'x6' 7' 0' 12'x12'x12' 33' 0' 6' 11 1/4 2' 0' 6. 22 1/2 4' 0' 6' 45° 8' 0' 6' 90" 18' 0' TRUSS ROD B'xS'X6' 10' 0' 10'x10'x8' 16' 0' 12'x12'x8' 13' 0' 8' 11 1/4 2' 0' S' 22 1/2 5' 0' 8' 45° 10' 0' 8, 90° 24' 0' 8'x8'x8' 20, 0' 10'x10'x10' 21' 0' 121x12`x10' 22, 0' 10' 11 1/4 3' 0' 10" 22 1/2 6'. 0' 10' 45° 12' 0' 10' 900 29, 0' ,- -MAL LEMM 1k:i' m '�°K elm��'�°1IC'M 12. 11 114 3' 0' 12' 22 I/2 7' 0' 12' 45° i4' 0' 12 90 34 0' No. Revision Dale ppvd. PROPOSED FENCE L-Kmn�uK w�nuotFn t 11 POST # TEES - HYDRANT BRANCH Des;gned by Rrnwn by�Ag/JET Checked by JJF id 6 PICKETS FENCE ul u TEES L, TEES L. TEES L, TEES L� CAD checked by Approved by i ELEVATION 6'x6'x6' 20' 0' 10'x10'x6' 12' 0' 12'x12'x6' 10' 0' B'x8'x6' 15' 0' Scale `,.•MAL L EM IMEM F=1 ,ors a UMM ME OF�IN TIC MR L L PTolectNIA Dale 9/13101 Title ' Six Flags New England TOP RAIL IF �G�,3 M� Street FENCE FABRIC PLAN &,OM€,; E40 SR o LINT_ POSTS -- cENTEIZ maw Agawam, Massachusetts RAIL to F T.. �.t- _ �o� REDUCER LEGEND - 1" WASH Y PIPE REDUCT113N SIZE L Issued for Tt IIIO woz NOTES; FIN. GRID. u'�a 12' TO 8' 38, 0' ® THRUST RESTRAINT PLAN Construction 10' TO 8' 21' 0' GATE VALVE 1. SIZE SPACING AND TIPS OF VERTICAL PICKETS TO MATCH EXISTING. NOTESI 8' TO 6' e1► 01 t v i 2. POST SIZE AND TIP TO MATCH EXISTING. , `j THE ABOVE CONDITIONS ARE BASED (IN THE FOLLOWING MINIMUM ASSUMPTIONS. L" "�°01°( M LDM CONCRETE FOOTING IF CONDITIONS DIFFER, CONTACT TOWN ENGINEER BEFORE PROCEDING. 3. FENCE CONTRACTOR TO FIELD VERIFY SIZE, SPACING AND STYLE OF (3000 PSI—TYPE 1)------�- 'LI A. DEPTH OF PIPE IS GREATER THAN OP EQUAL TO 5 FEET. EXISTING FENCE TO MATCH PRIOR TO MANUFACTURE OF NEW: B. FOR HYDRANT TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAM/EQUAL TO 7.5 FEET. f L -�`��' Drawing Title FOR TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 18 FEET. C. LAYING CONDITIONS AND SOIL, SIMILAR TO THE FOLLOWING (TYPE 3h 10" DIA. 0 LINE POSTS _ OR 1'-4' @ CORNER, `� ♦ ` tightly consolidated Solt j PULL OR END POSTS = 4' f+kl(t loose soil PLAN SOIL SHALL BE OFk SILTS OF MEDIUM TD LOW PLASTICITY WITH SAND OR GRAVEL. l SECTION .- GI'E� AND HARDWARE TO Details BE AS PER MANUFACTURER'S LL < 50, 25 50 Y. COARSE PARTICLES ! SPECIFICATION. I � ji f � j 1 i Decorative Metal Fence 12/99 Chain Lick Fence 12/99 Thrust Restraints-Field Lok Gasket (Agawam Standard) Drawing Number N.T.S. N.T.S. LD-480 N.T.S. J"� ... MAN 10 I CIVIL 1 140.0010 Sheet of ��► ��`� 10 11 S Project Number 0764700 1 • 11Maspringlplrojects1076471caG(I\CONST107647DETAt S.dwg i Vanasse Hangers Brustfin, hic. Transportation Lana Development : NOTES: Environmental Services 1. ALL SECTIONS SHALL BE DESIGNED FOR:. . : i Hs-20 LOADING: 505 East Columbus Avenue ROUNDED CONCRETE CAP 2. ALL EXTERIOR SURFACES SHALL. BE GIVEN TWO:COATS OF BITUMINOUS WATER Springfield,Massachusetts 01105 CONCRETE FELL ' PROOFING MATERIAL. 413 747 7113 FAX 413 747 0916 SHALL BE PREFORMED BUTYL RUBBER.: �, " 3.JOINT.SEALANT BETWEEN PRECAST SECTIONS { ; j 4.STANDARD 30-INCH SEWER MANHOLE 4 01$" FRAME.AND COVER SHALL BE LOCATEO O DIA. STEEL PIPE FILLED OVER TEES AND SET IN FULL MORTAR:, ORTAR:BED WITH CONCRETE PAINT 4000 PSI CEMENT BOTH WAYS ADJUST TO GRADE WITH CLAY BRICK-WAND I to COLOR SELECTED BY ARCHITECT CONCRETE (TYPE 11) (CENTERED} 3/4" PHAMIFER MORTAR (2 BRICK COURSES TYPICALLY, 5 _' � -•a - _ BRICK COURSES MAXIMUM) BITUMINOUS �-3" CONCRETE!,:- PIPE nUM9IE�SMALL W VLL AIW ALL S OU / PAVEMENT r PIPE A -- 4 , 4 _ e. �-a e• � � 10` RISER (TYp) y a•: FINISHED GRADE *- FOR VENT AN}iOLE RISER SURFACE TREATMENT VARIES N SEE PLANS GROUT 3 � GROUT BEDDING.E SET •' . a ALTERNATE tN1ET Z' AKIN. OUTLET OUTLET COMPACTED \ \ \ OUTLET 3" MAX. GRAVEL ♦ •� A� ♦ rr- I ; COMPACTEDSUBGRADE ----- — — — — INLET • `� . . J .- 24' DIA. CONCRETE ENCASEMENT i2" _ o •' " AA a T I " COMPACTED GRAVEL 4 '6 NOTES: I I I STAINLESS STEEL BRACKET (TYf' 1. SIZE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS, I . rO CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 113 OF LENGTH. / _.�_ •..._J L ___.J U -n ".:.00,q.y Q-;.:.O�.00-. 0:... .:� -a. O., Q ` 2. SQUARE DUMPSTER PAD TO BE 1$•x16' (MAX).AXW o O o o p QO oQ o�0 0 0 00 ( ) 3(}" DIA. OPENING O dJOo 0000 Oa .o 000 o O O COMPACTED SUBGRADE OVERTO LOCATED ER TEES (TYP.) 6"MIN. t ��BW COMPACTED SUBGRAW 12 COMPACTED GRAVEL Bollard a/ss Dwlnpster Pad s/ss Precast Concrete Grease Trap(1500 Gallons) ,z�gg I t.D-210 N.T.S. LD_701 N.T.S. LD_.706 N.T.S. i Ii i I ' I E i t iI No, Revlslon Date ppvd. j I Designed by Drawn byJAB/JETI Checked y JJl" CAD checked by Approved by sate NIA Dote 9/13101 I Project Title Six Flags New England : t 1623 Main Street Agawam, Massachusetts Issued for Construction i Drawing Title I Details Drawing Number or I J(]ttii J. 0_ Irtf(�MAN GIVIl. y No.41010 Sheet at j 'ors ° Q 11 11 4 Project Number 07647M 11l�lacn�in.uln,�,iF•r r�,rllhrl�lr••..1':1.14.v.r•,,�IElI/.1"711C '!'4ll C ,1•..,. TowN OF AGAWAM MEMORANDUM 0�A 1b: John Furman, R E., VHB CC: Planning From: James T. Daley, P. E. Date: September 19, 2001 Subject: New Roller Coaster, SP306 Regarding our phone conversation of today, in which , I mentioned that we were looldng for subject plans stamped by both structural and foundation engineers, I am faxing a copy of the second memo we issued, for your use. The Planning Approval letter of June 25, 2001, mentioned the two Engineering meraos of 6/21/01. We are satisfied with your assurance that we will receive the noted stamped plans and understand that the foundation drawings are incomplete and will be forwarded later than the structural plans., s:1sp1306151.wpd -,, %t'! ,� M THE U>';'SIG OF... 3AMES T.DALEY,P.E. TOWN ENGINEER j f J - ENGINEERING DIVISION V T TOWN ADMIN.BUILDING 36 MAIN STREET AGAWAM,MA 01001 413-786-0400 ext.275 Fax: MEMO TO: Engineering Department FROM: Planning Board DATE: September 18, 2001 SUBJECT: Revised Site Plan - Six Flags New England-New Roller Coaster Please review the attached revised Site Plan for the new roller coaster at Six Flags New England to be sure it is ready for the Board's signatures at their September 20"'meeting, if possible. Thank you. DSD:prk Transportation Land Development Environmental • Services imagination I innovation I energy Creating re9utts for our clients and benefits for our communities September 17,2001 —Vanasse_Han&n BrustlinInc. Ref: 07647.00 Deborah Dachos Director,Planning&Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re: 2001 Coaster Addition Six Flags New England Dear Ms.Dachos: In accordance with the Town of Agawam Planning Board Approval on June 25,2001, ^� enclosed for your use are three copies of revised plans for the above referenced project.The \1 revised plans incorporate comments provided by the Agawam Engineering Division and the Agawam Fire Department, as well as minor concept plan updates.Also included Jit a� complete Storm Drainage Permit as required by the Department of Public Works. tsday, September 13",and is scheduled to commence construction in the very near future. Thank you for your assistance.Please do not hesitate to call should you have questions o need additional information. Very truly yours, AS ANGEN BRUSTLIN,INC. John J. F r an, Project Hager SEP 1 7 7001 Cc: Chuck Davis,SFNE y.. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 • FAX 413.747.0916 email: info@vhb.com ��\07647\does\Levers\Deborah Dachos 09-17-Oi.doc www.vhb.com FA TOWN OF AGA WAM 36 MAIN STREET AGAWAM, MASSACHUSETTS 01002 Tel. 4I3-786-0400 o M� June 25, 2001 "= ry Tim Black tea, General Manager Six Flags New England co 1623 Main Street Agawam,MA 01001 Dear Mr. Black: At its duly called meeting held on June 25,2001,the Agawam Planning Board voted to approved the Site Plan entitled,"2001 Coaster Addition, Six Flags New England, 1623 Main Street,Agawam, Massachusetts" prepared by Vanasse Hangen Brustlin, Inc. and dated June 7, 2001 with the following conditions: 1. The comments contained in the two Engineering memos dated June 21, 2001 and attached must be addressed; 2. The comments contained in the Fire Department memo dated June 13, 2001 and attached must be addressed. Three(3)sets of the revised plans must be submitted to the Planning Board for its signatures. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dc� Dennis Hopkins, Acting Chairman Agawam Planning Board cc: Clerk Building VHB Engineering File TowN of AGAWAM MEMORANDUM D � • 1 u Y TO: Planning ` CC: John P. Stone, DPW Supt., File ' From: Engineering " ' JUN 2 4 • Date: June 21, 2001 '„; 4 Subject: Site Plan- Six Flags New England (New Coaster) - ain street - SP-306 Per your request dated June 7, 2001, we have reviewed the above referenced site plan entitled, "2001 Coaster Addition, Six FIags New England, 1623 Main Street, Agawam, Massachusetts" prepared by VHB, dated 6/7/01 and we have the following comments: 1. The applicant should :provide supporting documentation that the new coaster will not increase attendance. For example, submit attendance records before and after the Mind Eraser and Superman coasters and similar records from other parks. If this cannot be demonstrated, then additional parking spaces may be required. 2. A Storm Drain Permit will be required. We still need to review the drainage calculations that were submitted. 3. The Engineer should check all proposed pipe inverts and pipe coverages. For example, in DMH 2O8, the top of the 24" pipe from the Special DMH will be approx. 0.4' above ground (and 2 different inverts are shown for the pipe from DMH 207). Also, at DMH 201, the pipes will have approx. 1.2' of cover in an area of heavy duty pavement. All pipe materials should be labeled and should be at appropriate depths for the type of proposed loading. 4. The special manhole to be checked to be sure that all of the proposed pipes will fit into the 48" diameter structure. 5. The plans should show a benchmark. } 6. We did not receive any landscaping plans or renderings/elevations of the proposed coaster. Jane 21, 2001 SP-306 Page 2 7. It appears that the reciprocal parking area work only consists of striping an area that was previousIy paved. If this is not correct, the plans should show more detail of the intended work. 8. We recommend that the proposed utilities not be located under the coaster structure. If you have any questions, please do not hesitate to contact our division. Sincerely, Jennifer Grabowski, P.E. ames T. Daley, RE Civil Engineer II Town Engineer s.%sp1306\48.wpd r TowN OF AGAWAM � MEMORANDUM �. To: Planning �f . - : CC: John P. Stone, DPW Supt., File JUN .Z 5 .2001 From: Engineering Date: June 21, 2001i Subject: Site Plan - Six Flags New England (New Coaster) - Main Street - SP-306 In addition to our previous comments on the above referenced site plan, we also recommend that the Planning Board require the applicant to submit plans for the proposed coaster that are stamped by both Structural and Foundation Engineers. If you have any questions, please do not hesitate to contact our division. Sincerely, es T. Daley,,P.E wn Engineer s:1sp006149.wpd ' A FA q AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 Q�' V-fit TELEPHONE (413) 786-0657' -I FAX (413) 78fi-1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief FIRES City of Agawam 6/13/01 Planning Board Re: Six Flags Addition As mentioned in the Project Narrative "A clear access way shall be maintained to allow for fire and safety equipment." This shall mean an access way of(1 Sft) in width and(14f1) in height. This area shall be kept clear at all times. Also be advised that the area around the coaster must be accessible to either as aerial ladder where necessary and ground ladders for lower heights(Sft- 20ft). Fire Insp.M.Mercadante A Af 4' F TowN OF AGAWAM � �. MEMORANDUM To: Planning CC: John P. Stone, DPW Supt., File A N 2 5 2001 From: Engineering , : - Date: June 21, 2001 V'k Subject: Site Plan - Six Flags New England (New Coaster) - Main Street - SP-306 In addition to our previous comments on the above referenced site plan, we also recommend that the Planning Board require the applicant to submit plans for the proposed coaster that are stamped by both Structural and Foundation Engineers. If you have any questions, please do not hesitate to contact our division. Sincerely, nA- rT. Daley,rP.E } wn Engineer s:lspOW49.wpd r TOWN OF AGAWAM MEMORANDUM D MPy� To: Planning t =- CC: John P. Stone, DPW Supt., File ' From: Engineering JUN z Date: June 21 2001 ri Subject: Site Plan - Six Flags New England (New Coaster) in §treet --SP-306 Per your request dated June 7, 2001, we have reviewed the above referenced site plan entitled, "2001 Coaster Addition, Six Flags New England, 1623 Main Street, Agawam, Massachusetts" prepared by VHB, dated 6/7101 and we have the following comments: 1. The applicant should provide supporting documentation that the new coaster will not increase attendance. For example, submit attendance records before and after the Mind Eraser and Superman coasters and similar records from other parks. If this cannot be demonstrated, then additional parking spaces may be required. 2. A Storm Drain Permit will be required. We still need to review the drainage calculations that were submitted. 3. The Engineer should check all proposed pipe inverts and pipe coverages. For example, in DMH 208, the top of the 24" pipe from the Special DMH will be approx. 0.4' above ground (and 2 different inverts are shown for the pipe from DMH 207). Also, at DMH 201, the pipes will have approx. 1.2' of cover in an area of heavy duty pavement. All pipe materials should be labeled and should be at appropriate depths for the type of proposed loading. 4. The speCial manhole to be checked to be sure that all of the proposed pipes will fit into the 48" diameter structure. 5. The plans should show a benchmark. 6. We did not receive any landscaping plans or renderings/elevations of the proposed coaster. June 21, 2001 SP-306 Page 2 7. It appears that the reciprocal parking area work only consists of striping an area that was previously paved. If this is not correct, the plans should show more detail of the intended work. 8. We recommend that the proposed utilities not be located under the coaster structure. If you have any questions, please do not hesitate to contact our division. Sincerely, Jennifer Grabowski, P.E. karmnes T. Daley, RE Civil Engineer II Town Engineer s:1sp%306%48.wpd 1 six P.O.Sox 307 New England 1623 Main Street Agawam,MA07001-0307 June 20, 2001 413-786-9300 800-370-7488 Fax.413-821-0837 Ms. Deborah Dachos Planner Planning Department Town of Agawam ' 36 Main Street P�. SUti2 Agawam,MA 01001-1837 � Re: Response to Comment I WiAA-Mw n Attributable to Proposed New Roller Coaster Dear Ms. Dachos: Thank you for providing us with the Site Plan Review Form Summary dated June 18, 2001 that you prepared in response to the Application for Site Plan Review submitted to the Planning Board for the Town of Agawam in connection with the proposed construction by Six Flags New England(the "Park") of a new 120 foot high roller coaster (the "New Coaster"). In the comment section of the Site Plan Review Form, you requested substantiation of our position that the addition of the New Coaster will not materially increase the attendance at the Park. The purpose of this letter is to address that comment. Specifically, you have asked that we provide attendance figures with respect to the Park both prior to the installation of the Mind Eraser Coaster and following the installation of the Mind Eraser in 1997 to help substantiate our view regarding the potential impact on attendance of the addition of the New Coaster. It is certainly true, as you know, that the Park enjoyed a good attendance increase in 1997. However, it is critically important to note the very different context in which the Mind Eraser was installed (most particularly, the early stage in the Park's redevelopment and market Ms.Deborah Dachos June 20, 2001 Page 2 penetration) and the several reasons why it is not the relevant measuring stick for how the addition of the New Coaster will affect current attendance levels at the Park. Unlike the proposed New Coaster,the Mind Eraser was not a single ride addition added to the Park after it had achieved the substantial attendance penetration of its market as Six Flags New England has. Although a state of the art roller coaster, the Mind Eraser was only one component of a comprehensive investment in 1997 and it took place at the very beginning of a multi-year investment program, early in the Park's attendance growth. When we purchased the former Riverside Park after the 1996 season, no new major attractions had been installed for nearly a decade and, in general, the Park was in a deteriorated condition with annual attendance between 750,000 and 800,000 (significantly underpenetrating its market). We added the Mind Eraser (at a cost of$8 million) as one of several new rides and improvements and a substantial make-over of the entrance and several other areas of the Park, totaling an investment of over $25 million. That aggregate investment, and not one ride addition, generated the attendance increase. Today, the Park is in a very different position than it was in 1997. In the intervening years, the Park has received a number of new rides and attractions and has been rebranded as a Six Flags park. As such, it has penetrated its available market much more deeply and achieved a significantly higher attendance level. The addition of a single ride will not have anywhere near the impact of the dramatic improvements made in 1997, of which the Mind Eraser was just a part. We have had similar experiences in other markets, where ride additions to previously rebranded parks did not have an appreciable impact on attendance. For example, listed on Exhibit A is the year over year attendance growth of our parks in the Washington, D.C. and San Francisco markets. As indicated, substantial multi-ride additions over several seasons increased attendance significantly and culminated with the Ms.Deborah Dachos June 20, 2001 Page 3 rebranding of each park in 1999. Despite the follow-on addition of major roller coasters in each park in each of the two years following the rebrand, we expect 2001 attendance to be at or below the attendance levels achieved by those parks in their first year as Six Flags parks. We have based our investment decisions and attendance projections at the Park on our direct experience in other markets which we feel are the most relevant to the present situation at the Park. It is why we are confident that the addition of a single attraction at the Park next year will basically stabilize attendance and prevent erosion, as opposed to generating the dramatic attendance increases created by the addition of multiple attractions or the introduction of the Six Flags brands and Warner characters earlier in the Park's development cycle. I thought it was important to get back in touch with you as quickly as possible with respect to this particular comment set forth in your Site Plan Review Form. I look forward to discussing this issue and any other issues relating to the New Coaster at the Planning Meeting scheduled for this Thursday. If you have any immediate questions, please let me know. Very truly yours, , im ac General Manager cc: John J. Furman P.E. Vanasse Hangen Brustlin, Inc. 505 East Columbus Avenue Springfield, MA 01105 r t EXHIBIT A 1. Six Flags Marine World— San Francisco 1997 1998 1999 2000 2001 E Attendance 1,100,000 1,822,000 2,020,000 1,989,000 2,040,000 Investment $45 million $32 miIlion $17 million $10 million (multiple (multiple (150 foot (185 foot rides and rides and Superman Impulse attractions) Six Flags style coaster) rebrand) coaster) 2. Six Flags America—Washington D.C. 1998 1999 2000 2001 E Attendance 1,034,000 1,700,000 1,513,000 1,560,000 Investment $54 million $20 million $15 million (multiple rides (200 foot (130 foot lay- and attractions Superman down coaster) and Six Flags coaster) rebrand) Irk MEMO To: Planning Board From: Sergeant Donald Gallerw( Subject: Six Flags New England(New Coaster) -Main St. Date: June 20, 2001 The addition of a new roller coaster at Six Flags New England will have no impact on pedestrian or traffic safety. SIX � 1y a aax 307 !New England 1623 Main Sneer 9awam,MA 01001-0307 June 20, 2001 413-786-9300 300-370.14M Fax:413-821-0837 Ms. Deborah Dachos Planner Planning Department F Town of Agawam 35 Main Street Agawam, MA 01001-1837 R j,P inz1Z' I Re: Response to Comment Relating to Attendance PR Attributable to P roposed New Ro1.Ler Coaster LAI'�.�X� Dear Ms. Dachos: Thank you for providing us with the Site Plan Review Form Summary dated June 18, 2001 that you prepared in response to the Application for Site Plan Review submitted to the Planning Board for the Town of Agawam in connection with the proposed construction by Six Flags New England(the "Park"} of a new 120 foot high roller coaster (the "New Coaster). In the comment section of the Site Plan Review Form, you requested substantiation of our position that the addition of the New Coaster will not materially increase the attendance at the Park. The purpose of this letter is to address that comment. Specifically, you have asked that we provide attendance figures with respect to the Park both prior to the installation of the Mind Eraser Coaster and following the installation of the Mind Eraser in 1997 to help substantiate our view regarding the potential impact on attendance of the addition of the New Coaster. It is certainly true, as you know, that the Park enjoyed a good attendance increase in 1997. However, it is critically important to note the very different context in which the Nfind Eraser was installed (most particularly, the early stage in the Park's redevelopment and market z0Z IVI 60:Cz root;rz/90 Ms. Deborah Dachos June 20, 2001 Page 2 penetration) and the several reasons why it is not the relevant measuring stick for how the addition of the New Coaster will affect current attendance levels at the Park, Unlike the proposed New Coaster, the Mind Eraser was not a single ride addition added to the Park after it had achieved the substantial attendance penetration of its market as Six Flags New England has. Although a state of the art roller coaster, the Mind Eraser was only one component of a comprehensive investment in 1997 and it took place at the very beginning of a multi-year investment program, early in the Park's attendance growth_ When we purchased the former Riverside Park after the 1996 season, no new major attractions had been installed for nearly a decade and, in general, the Park was in a deteriorated condition with annual attendance between 750,000 and 800,000 (significantly underpenetrating its market). We added the Mind Eraser (at a cost of$8 million) as one of several new rides and improvements and a substantial make-over of the entrance and several other areas of the Park, totaling an investment of over $25 million. That aggregate investment, and not one ride addition, generated the attendance increase. Today, the Park is in a very different position than it was in 1997. In the intervening years, the Park has received a number of new rides and attractions and has been rebranded as a Svc Flags park. As such, it has penetrated its available market much more deeply and achieved a significantly higher attendance level. The addition of a single ride will not have anywhere near the impact of the dramatic improvements made in 1997,of which the Mind Eraser was just a part. We have had similar experiences in other markets, where ride additions to previously rebranded parks did not have an appreciable impact on attendance. For example, listed on Exhibit A is the year over year attendance growth of our parks in the Washington, D.C. and San Francisco markets. As indicated, substantial multi-ride additions over several seasons increased attendance significantly and culminated with the CO[n XFd 60:EZ TOOZ,,TZi90 Ms. Deborah Dachos June 20, 2001 Page 3 rebranding of each park in 1999. Despite the follow-on addition of major roller coasters in each park in each of the two years following the rebrand,we expect 2001 attendance to be at or below the attendance levels achieved by those parks in their first year as Six Flags parks- We have based our investment decisions and attendance projections at the Park on our direct experience in other markets which we feel are the mast relevant to I.he present situation at the Park. It is why we are confident that the addition of a single attraction at the Park next year will basically stabilize attendance and prevent erosion, as opposed to generating the dramatic attendance increases created by the addition of multiple attractions or the introduction of the Six Flags brands and Warner characters earlier in the Park's development cycle. I drought it was important to get back in touch with you as quickly as possible with respect to this particular comment set forth in your Site Plan Review Form. I look forward to discussing this issue and any other issues relating to the New Coaster at the Planning Meeting scheduled for this Thursday- If you have any immediate questions, please let me know. Very truly yours, tm ac General Manager cc: John J. Furman P.E. Vanasse Hangen Brustlin, Inc. 505 East Columbus Avenue Springfield, MA 01105 t"o(l XVA 60=tZ TOOZ/TZ/90 EXHIBIT A 1. Six Flags Marine World— San Francisco 1997 1998 1999 2000 2001 E Attendance 1,100,000 1,822,000 2,020,000 1,989,000 2,040,000 Investment $45 million $32 million $17 million $10 million (multiple (multiple (150 foot (185 foot rides and rides and Superman Impulse attractions) Six Flags style coaster) rebrand) coaster) 2. Six Flags America—Washington D.C. 1998 1999 2000 2001 E Attendance 1,034,000 1,700,000 1,513,000 1,560,000 Investment $54 mullion $20 million $15 million (multiple rides (200 foot (130 foot lay- and attractions Superman down coaster) and Six Flags coaster) rebrand) ��� 1�'3 6D��Z i00ZiTZigO 40 40 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 18, 2001 DATE RECEIVED: June 7, 2001 DISTRIBUTION DATE: June 7, 2001 PLANNING BOARD MEETING DATE: June 21, 2001 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Premier Parks and Stuart Amusement Co. Address: Same Telephone: 786-9300, x 3202 Fax: 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield, MA 01105 Telephone: 747-7113 Fax: PLAN REVIEW Scale: 1"=40' Date: June 7, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of anew 120' high roller coaster. Site Plan Review Page 2 Description of Site: The site of the new coaster is the south eastern corner of the Park. The area, according to the submission, is presently undeveloped and unused. Provision for Traffic Flow: Unchanged. Parking: According to the submission, the existing parking will remain unchanged. Drainage: See engineering comments. Public Utilities: See engineering comments. Landscaping/Screening and Buffers: Not provided. Sign Location: Unchanged. Exterior Lighting: Not provided. Rendering or Elevations: Not provided. Dumpster Location: Not applicable. Other Comments or Concerns: The narrative accompanying the submission indicates that "it is not anticipated that the New Coaster will increase attendance at the Park." In order to substantiate this statement, I would request the attendance figures prior to the installation of the Mind Eraser and after its construction. I would also like to see figures from other Premier Parks before and after the installation of new roller coasters. Why has the submission included the sheet entitled "Reciprocal Parking Layout"? f a� j9 AGA AM FIRE DEPAR ENT CSV017t800 MAIN STREET • AGAWAM,MA 01001 Q TELEPHONE (413) 786-0657 h FAX (413) 786�-1241 David A. Pisano Chief of Department ' pRq 0p`� Stephen M. Martin Deputy Chief FIRES City of Agawam 6f 13101 Planning Board Re: Six Flags Addition As mentioned in the Project Narrative"A clear access way shall be maintained to allow for fire and safety equipment."This shall mean an access way of(l8ft) in width and(14ft) in height. This area shall be kept clear at all times. Also be advised that the area around the coaster must be accessible to either an aerial ladder where Necessary and ground ladders for lower heights(5ft- 20ft). Fire Insp.M.Mercadante ram. r 3 � ' � 6r TOWN OF AGAWAIV. ;• it 36 MAIN STREET AGA WAM, MASSACHUSETTS 01001 Tel. 413 7SB-0400 MEMO TO: Building Inspector, Engineering Department,Police Department,FirwDcpa0gLW FROM: Planning Board DATE: June 7, 2001 SUBJECT: Site Plan - Six Flags New England(New Coaster) -Main Street Please review and comment on the attached Site Plan for Six Flags New England, on Main Street, prior to the Board's June 21" meeting. Thank you. DSD/jsg Attachment AGAWAM FIRE DEPARTMENt APPROVAL DATE........ /./J/ sn"..,rii... See- OH4 ko?I a i .. 4• �` JUN � 37. 31 Roadway. Any public or private street, including bridges. Shall. Indicates a mandatory requirement. Should. Indicates a recommendation or that which is advised but not required. Standpipe.* A pipe and attendant hose valves and hose (if provided)used for conveying water to various parts of a building for fire-fighting purposes. Story. That portion of a building between the upper surface of the floor and the upper surface of the next floor or roof above. 1 Structure. That which is built or constructed, an edifice or building of any kind, or any piece of vwork artificially built up or composed of parts joined together in some definite manner. 3-1*Plans. As a minimum the authority having jurisdiction shall require anyone proposing to develop a planned building group to submit preliminary, working, and as-built plans. 3-1.1* Preliminary Plans. All preliminary plans, when submitted, shall contain a site plan showing proposed water supply, roadway access, fire department access, and other items pertinent to the specific project. The authority having jurisdiction shall make recommendations to the submitter based on the preliminary plans to assist in developing the working plans, which shall then be submitted to the authority having jurisdiction for approval. 3-1.2 Working Plans. Working plans, drawn to scale and signed by a licensed architect or engineer, shall be accurate and shah illustrate the final design of items required by this standard. 3-1.3 As-Built Plans. Drawings showing items listed in-3-1.1, building floor plans, and fire protection systems, as built, shall be submitted to the fire department having jurisdiction upon completion of the project. ages.M s 4-1* GeneraL V44.1 Means of access for fire department apparatus shall consist of roadways,fire lanes,parking lot lanes, or a combination thereof; and shall be provided to all structures. Copyright NFPA 4-1.2 Acce o the perry fth;' ess ed b ding up lse' by a o two disc' ly ate r tes of egre , ea#locfited tely m e otlr as ble. 4-2 Roadways. 4-2.1 ? / Roadways shall be constructed of a hard, all-weather surface designed to support adequately the (/ heaviest piece of fire apparatus likely to be operated on the roadway. 4-2.2 Every dead-end roadway more than 300 #t (92 m) in length shall be provided at the closed end v with a turnaround having not less than a 120-ft (37-m) outside diameter of traveled way. 4-2.3* !g Roadways shall have a minimum clearance o J. 4-2.4 V Grades shall be not more than 10 percent. Exception: Steeper grades shall be permitted by the authority having jurisdiction where mitigation measures can be agreed upon jointly by the fire and road engineering departments. 4-2.5 V Grades shall be not less than 0.5 percent in order to prevent pooling of water in a traveled way. 4-2.6* V Landscaping or other obstructions placed around structures shall be maintained in a manner that does not impair or impede accessibility for fire department operations. 4-2.7 �J Any sZ2I2tin%rIadistLce-`of erse�zting;with.anaeradep o j�'�erc davantYva� from 100 f�(30 from�he �c on. 4-2.8* j �� r VAt least } nominal vertical clearance shall be provided and maintained over the full width of all means of access. 4-2.9 U Turns in roadways shall maintain the minimum road width. 4-2.14* Copyright NFPA least 13 ft 6 in. (4.1 m)nominal vertical clearance shall be provided and maintained over the , ,:. z.�. full width of a fire lane. _ - - 5-1 Means of Access. At least one approved means of access shalt be provided to each structure or other nonstnxtural fire hazard within the planned buflding group. For structures or other nonstructural fire hazards exceeding two stories or 30 ft(9.2 m)in height above average adjacent ground level,not less than two approved separate means of access shall be provided. 5-1.2 Structures exceeding 1000 ft2 (102.5 mz)gross floor area shall be required to be within 50 ft (15.4 m)of an approved means of access. Exception'No. I: Structures shall be within 200 ft(60 m) of an approved means of access where the structure is less than 30 ft(9.2 m) in height rind protected by an automatic sprinkler system installed in accordance with NFPA 13, Standard for the Installation of Sprinkler Systems; NF 4 I3D, Standard for the Installation of Sprinkler Systems m One-and Two-Family Dwellings and Manufactured Homes, or NFPA 13R, Standard for the Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height. Exception No. 2: Where any combination of private fire protection systems, including but not limited to fire-resistive roofs,fire separation walls, space separation, and automatic fire-extinguishing systems, is provided and approved by the authority having jurisdiction as an acceptable alternative, waivers to the provisions of 5-1.2 shall be permitted Structures exceeding two stories or 30 ft (9.2 m) is height above average adjacent ground level shall have at least 25 percent of one side not more than 30 ft (9.2 m) from an approved means of access. At least 25 percentof one other side shall be not more than 50 ft(15.4 m) from an approved means of access. Both of these sides shah have a means of entry into the structure ad acent to the means of access. 5-2 Structure Separation. If two structures are part of the some planned building group and either of them exceeds two stories or 30 ft(9.2 m) in height above average adjacent ground level,they shall be separated from each other by at least 50 ft (15.4 m) and shall be at least 25 ft(7.6 m) from a property line. All other structures shall be separated by at least 20$(6.1 m) from another structure and shall be at least 10 ft(3.0 m)from a property fine. Mis T`b- _ Six Flags*ew England � 1623 Main Street P.O. Box 307 Agawam, Massachusetts 01001 Applicant: Six Flags New England 1623 Main Street P.O. Box 307 Agawam., Massachusetts 01001 AQ ratit M DOwcTnnEnir nova. DATE b 1 of JUN 0 7 2001 SOWN OF AGAWAM ?l MAIN STREET AGAMA.M. ."O.A�SSACHL'SETTS 01001 Tel. 4I3-A, 6-0400 MEMO TO: Building Inspector, Engineering Department, Police Department, Fire Department FROM: Planning Board DATE: June 7, 2001 SUBJECT: Site Plan- Six Flags New England(New Coaster)-Main Street Please review and comment on the attached Site PIan for Six Flags New England, on Main Street, prior to the Board's June 2 V meeting. Thank you. DSD/jsg Attachment Transportation Land Development Environmental • • Services • Imagination innovation energy Cleating results toy our clients and benefits for our communities June 7,2001 -7MgSse Hangm- — Ref: 07647.00 Deborah Dachos �`�•' ' Director,PIanning and Community Development Town of Agawam 36 Main Street J U H 0 7 2CM Agawam,MA 01001 Re: Proposed Coaster Addition Six Flags New England FLAN.-' Dear Ms.Dachos: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin,Inc.(VHB)submits for your review the following documents: • 10-copies of Planning Board Form D and Project Narrative • 10-copies of plans entitled"2001 Coaster Addition",plans C-1 through C-11,dated June 6,2001 • 2-copies of the Stormwater management report. The applicant is planning a redevelopment of an existing amusement area in the park,with an expansion into an employee access/work area to accommodate the construction of a new floorless coaster.Associated with this construction will be a covered que-line and exit gift shop building,a food stand and restroom building.The proposed restroom building is intended to replace two other restroom building which will be removed in the park,due to inefficient placement. BY way of this letter,we respectfully request to be scheduled for the next available Planning Board meeting,which we understand to be occurring on June 21,2001. Thank you for you assistance in this matter.Please do not hesitate to call should you have questions or need additional information. Very truly yours, AS HANGEN BRUSTLIN,INC. ohn J. ur an,P.E. Cc w/attachments: Tim Black,SFNE 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 %FAX 413.747.0916 email: infogvhb.com www.vhb.com AGAWAM PLANNING BOARD Form D JUN 0 7 2001 Application for Site Plan ApprovalPlAiilv Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business _ _ Six Flags New England Address 1623 Main Street,Aqawam, MA 01001 2. Name of Applicant/Owner Premier Parks and Stuart Amusement Co. Address 1623 Main Street, Agawam, MA 01101 Telephone _ _ _ (413)786-9300,ext.3202 3. Name of Engineer/Architect Vanasse Hansen Brustlin, Inc. Address 505 East Columbus Avenue, Springfield,MA 01105 Telephone 413 747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative r -v Q Revised 11/06/98 co a 0 r SIX FLAGS NEW ENGLAND Description of Proposed Project in connection with Application to Agawam Planning Board for Site Plan Approval and Application to Agawam Zoning Board of Appeals for Special Permit Six Flags New England("Six Flags") is submitting an Application to the Agawam Planning Board for site plan approval and an Application to the Agawam Zoning Board of Appeals for a Special Permit in connection with the proposed installation by Six Flags of a new roller coaster (the "New Coaster"). Site plan approval is required because the proposed installation of the New Coaster will alter the existing site conditions at a portion of the existing amusement park operated by Six Flags (the "Park"). A Special Permit is required because the 120 foot height of the New Coaster exceeds the maximum height pennitted in the zoning district within which the Park is located. Six Flags respectfully requests that the Planning Board grant to Six Flags site plan approval in connection with the installation of the New Coaster and that the Zoning Board of Appeals grant to Six Flags a Special Permit enabling Six Flags to install and operate the New Coaster, for the reasons hereinafter set forth: 1. Background. The Park is located in a Business B Zoning District under the Zoning By-law for the Town of Agawam. The Zoning By-law provides that structures in a Business B District shall not exceed a height in excess of 3 stories or more than 45 feet. The Zoning By-law further provides, however, that the construction of chimneys, flags or radio poles, water tanks and elevator bulkheads are exempt from this height requirement. The Zoning Board of Appeals has concluded in connection with prior applications submitted in connection with the installation of rides that currently exist in the Park that the intent and purpose of the Zoning By-law is not to eliminate all construction in excess of the 45 foot height limitation. Instead the Zoning By-law provides a means to control selectively the structures that are permitted to exceed the 45 foot height limitation through the issuance of Special Permits. The Zoning Board of Appeals has concluded in prior decisions relating to rides and attractions that currently exist in the Park that roller coasters constitute structures that are similar to a water tower, radio pole or an elevator and not a building for habitation. The Zoning Board of Appeals has previously concluded that roller coasters constitute pole framed structures that are separate and distinct from buildings for habitation, and the Zoning Board of Appeals has concluded in previous decisions that roller coasters are consistent with the type of rides and amusements that would be expected to be found in an amusement park, which is a permitted use in the Business B Zoning District. The New Coaster that Six Flags proposes to install in the Park is consistent with all previous rides and attractions that have been permitted to exceed the 45 foot height limitation through the issuance of Special Permits. The New Coaster will be fully integrated into the Park and will blend into the existing rides and attractions located within the Park. 94742-1 3 2. Rationale for Additional Park Improvements. In 2000 Sic Flags branded the Park as "Six Flags New England." The branding of the Park with the internationally recognized "Six Flags"name, combined with the elimination of the existing race track and the installation of rides and attractions within the former race track area, elevated the image of the Park and contributed to the overall economic viability of the Park, As recognized in prior decisions of the Zoning Board of Appeals in connection with the installation of new rides and attractions in the Park, however, it is critically important to the continued viability of the Park that new rides and attractions be added on a regular basis in order to maintain the necessary level of interest in the Park on the part of the general public. While Six Flags has presented to the Town of Agawam a proposed Master Plan for the development of the Park in a manner that would result in the relocation of all of the parking to the westerly side of Main Street and the overall development of that portion of the Park located on the easterly side of Main Street with rides and attractions, the proposed installation of the New Coaster does not constitute the implementation of that Master Plan. Instead, the New Coaster represents a new attraction that Six Flags believes is necessary in order to continue to maintain the level of public interest and excitement regarding the Park that must exist in order to sustain the economic viability of the Park. It is not anticipated that the New Coaster will increase attendance at the Park. The New Coaster is being installed in an effort to maintain attendance during the 2002 season at the Park at levels comparable to the attendance that the Park hopes to achieve during the 2001 season. 3. Proposed Location of New Coaster. The Site Plan being submitted as part of this application shows the location of the New Coaster in the southeasterly corner of the Park. The New Coaster is being located in an area of the Park that is currently undeveloped and not used for parking or any other purpose. As the parking summary set forth in paragraph 4 below indicates, none of the parking spaces summarized in paragraph 4 will be affected in any manner whatsoever by the installation of the New Coaster. Additionally, Six Flags does not anticipate any increase in attendance attributable to the New Coaster. In fact, Six Flags anticipates that attendance during the 2001 season at the Park will decrease from the attendance during the 2000 season at the Park, and as set forth above, the New Coaster is being installed in an effort to maintain the 2001 attendance levels at the Park during the 2002 season. 4. Parkina Summary. The existing parking at the Park can be summarized as follows: A_ East Side paved area(currently bus parking): 624 spaces; B. East Side gravel area: 1,769 spaces; C. West Side parking lot (Lot 1): 1,021 spaces; D. West Side parking lot (Lot 2): 978 spaces; 94742-1 E. West Side parking lot (Lot 3, overflow parking): 960 spaces Total Parking: 5,352 spaces located on the east and west sides of Main Street. In addition to the foregoing, Six Flags proposes to stripe a triangular shaped parking area located in the vicinity of the new tram area thereby creating an additional 80 parking spaces This will result in a total of 5,432 total parking spaces located on the east and west sides of Main Street. The installation of the New Coaster will not affect this number of parking spaces in any manner whatsoever. It should be emphasized, however, that the number of parking spaces identified in this Parking Summary does not represent the actual number of cars that can park on the areas available for parking. In fact, a total of 6,300 cars can be accommodated on the existing parking areas when parking is directed by attendants, and Six Flags does use attendants to direct the actual location of vehicles as they are being parked. This enables Six Flags to achieve 6,300 total parking spaces. 5. Traffic. As set forth above, the installation of the New Coaster by Six Flags will not increase attendance a the Park and as a result existing traffic conditions at the Park will not be affected by the installation of the New Coaster. In fact, during the 2001 season at the Park, Six Flags is performing improvements to Main Street with a value in excess of$100,000. Additionally, the street and intersection improvements in the vicinity of the Park being funded with the PWED Grant awarded to the Town of Agawam will be completed prior to the 2002 season at the Park and the completion of these improvements will improve traffic conditions. In summary Six Flags is requesting Site Plan approval by the Planning Board with respect to the installation of the New Coaster and the grant by the Zoning Board of Appeals of a Special Permit that provides for the installation of the New Coaster at a height of approximately 120 feet. Six Flags submits that the grant by the Planning Board of Site Plan approval and the grant by the Zoning Board of Appeals of a Special Permit, thereby permitting Six Flags to install and operate the New Coaster during the 2002 season at the Park, will not adversely affect the immediate area or the Town as a whole. Six Flags further submits that the grant of such relief will not conflict with the original intent and purpose of the Zoning By-law. Six Flags therefore respectfully requests that the Planning Board and the Zoning Board of Appeals grant the relief requested hereby, subject to the following conditions that have been previously imposed upon Six Flags in connection with the grant of similar Special Permit requests in order to protect the general safety and welfare of the Town: A. The New Coaster shall be constructed in accordance with the plans and other technical information submitted to the Zoning Board of Appeals and the Planning Board. B. The New Coaster shall conform to all Building and Safety Code requirements. 94742-1 C. No one below a height of 54 inches shall be allowed on the New Coaster unless accompanied by a parent or guardian. D. A clear access way shall be maintained to allow for fire and safety equipment. For the foregoing reasons, Six Flags respectfully requests that the Planning Board grant Site Plan approval and the Zoning Board of Appeals grant to Six Flags a Special Permit that provides for the installation of the New Coaster at a height of approximately 120 feet. 94742-1 Issued for: Construction2001 • • Date Issued: September 13, 2001 Coaste � ion Latest Issue: September 13, 2001 Six Flags New England 1623 Main Street A awam .. Massachusetts Index No. Drawing Title Latest Issue � C-1 Cover Sheet Septmeber 13, 2001 I C-2 Legend and General Notes Septmeber 13, 2001 NTim C-3 Existing Conditions Septmeber 13, 2001 Vanasse Hangen Brustlin, Inc. C-4 Demolition Plan Septmeber 13, 2001 AGA�P - Transportation Land Development C-5 Layout and Materials Septmeber 13, 2001 Environmental Services C-6 Grading, Drainage and Erosion. control Septmeber 13, 2001 :` 505 East Columbus Avenue C-7 Utilities Septmeber 13, 2001 0 �_� Springfield, Massachusetts 01105 `� �:��� ' ,' 413 747 7113 � FAX 413 747 0916 C-8 Reciprocal Parking Layout Septmeber 13, 2001 w � C-9 Details 4 Septmeber 13, 2001 C-lO Details PROJECT � - I'O ,-i� Owner: etails _ Septmeber 13, 2001 LOCATION Six Flags New England C-11 Details Septtneber 13, 2001 = - 1623 Main Street P.O. Box 307 - Agawam, Massachusetts 01001 Massachusetts Connecticut Appli cant: LOCAl10N MAP Six Flags New England o z000 4000 1623 Main Street SCALE IN FEET P.O. Bo-X-- 307 Agawam, Massachusetts 01001 � see r I zto, COWF AMAN Ib.410�y0o 74 LEGEND ABBREVIAT)ONS GENERAL NOTES EXUr PROP aw PROP CENBW- L=43.84' 27.21 TC 27.21 TC PROP PROPOSED 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO PROPERTY LINE 27.15 RC 27.15 BC" TOP & BOTTOM ELEVATION THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 27.2.1 TC 27.21 TC MIN MINIMUM CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. PROJECT LIMIT LINE x27.15 DG x27.15 BC TOP & BOTTOM ELEVATION 21,25 21.25 MAX MAXIMUM Vanasse Han en Brustlin Inc. - - - '�-- -- - - RIGHT-OF-WAY/PROPERTY LINE - SPOT ELEVATION wAEADER 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS OR BERMS. Hang en x 21.25 X 21.25 RET RETAIN EASEMENT X�_- X/�W SPOT ELEVATION w/LEADER REM REMOVE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND Transportation 21 x 2.5 21 x 25 SPOT ELEVATION Land Development REMOD REMODEL BUILDING SETBACK HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR Environmental Services _10-1-DO 10+00 BASELINE BORING LOCATION SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, AND ABAN ABANDON AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE 505 East Columbus Avenue -- CONSTRUCTION LAYOUT 6- 69 TEST PIT LOCATION CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL ADJ ADJUST Springfield,Massachusetts 01105 - - ----- ZONING LINE 0 TEST WELL REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT "DIG SAFE" 413 747 7113 •FAX 413 747 0916 TL EXIST EXISTING 72 HOURS PRIOR TO ANY EXCAVATION AT 1-888-344-7233. --- �- --- TOWN LINE � � BENCH MARK R&R REMOVE AND RESET 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES GRAVEL ROAD 12 12"D DRAINAGE LINE R&S REMOVE AND STACK ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. EOP -�OD�- OD FDN FOUNDATION ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO - -- -- -•- EDGE OF PAVEMENT OVERFLOW DRAIN FINISHED GRADE WITHIN LIMITS OF WORK. B � - BC BITUMINOUS CURB G"RD __ 6"RD ROOF DRAIN ELEV ELEVATION CCB CCB 12"s 12°S 5. . CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMITS OF WORK - CAPE COD BERM - = " SEWER LINE BS BOTTOM OF SLOPE INCLUDING BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. PCC ---� PCC PRECAST �or�re. CURD 011w. . .OHW _ TS TOP n1= SLOPE LINLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL E.YJSTJNG UTJLJTJES, FOUNDATIONS AND - -- - - � - � - . _ _ OVERHEAD ��� vcc _ vcc VERT. GRAN. CURB -_-6"*-- 6"w WATER LINE VGC VERTICAL GRANITE CURB UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT. scE SGE ----- TSGE SLOPED GRANITE EDGING SLOPED GRAN. EDGING - -4"FP-�----- 4-FP FIRE PROTECTION LINE 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY " MCC MONOLITHIC CONCRETE CURB SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, LIMIT OF CURB TYPE �'c.�.. 3G GAS LINE THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC AND FIRE ALARM). FINAL DESIGN LOADS ------ SAWCUT - - -UGE --- UGC UNDERGROUND ELECTRIC cc CONCRETE CURB AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. MATCH-W CCB CAPE COD BERM SEE SHMT 2 of 2 MATCHLINE - r---- T TELEPHONE LINE SWL SWL --FA--- FA FIRE ALARM BC BITUMINOUS CURB 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE -LOCATION, ELEVATION SOLID WHITE LINE AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND SYL SYL CAN CAN CABLE TV PCC PRECAST CONCRETE CURB THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE SUPPLEMENTAL GENERAL NOTES SOLID YELLOW LINE NIC NOT IN CONTRACT CONFLICT. 1. EXISTING INFORMATION PROVIDED B`& BWL BROKEN WHITE LINE ® CB CATCH BASIN HEREIN COMPILED BY HERITAGE SURVEYS, BYL BYE NTS NOT TO SCALE 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE INC., SOUTHAMPTON, MA AND IS AS BROKEN YELLOW LINE Dc6 DOUBLE CATCH BASIN TYP TYPICAL RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. SHOWN ON THEIR PLAN ENTITLED swcHL SwcHL Gi ALL AREAS DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT "TOPOGRAPHIC PLAN OF LAND IN SOLID WHITE CHANNELIZING LINE � GUTTER INLET APPROX APPROXIMATE SYCHL SYCHL SOLID YELLOW CHANNELIZING LINE DO DRAIN MANHOLE SHALL RECEIVED SIX INCHES OF LOAM AND SEED. AGAWAM, MASSACHUSETTS SURVEYED DYL DYL ACR ACCESIBLE CURB RAMP FOR PREMIER PARKS, INC." DATED ------ DOUBLE YELLOW LINE =-10 =TD= TRENCH DRAIN JANUARY 5, 2001. SL SL FES FLARED END SECTION 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES 2. SUPPLIMENTAL ffF UTILITY INFORMATION -- STOP LINE PLUG/STUB FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, D BY DICARA LAND SURVEYORS, s FES► SFNE SIX FLAGS NEW ENGLAND PROVIDE FLARED END SECTION FIRE ALARM AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. PROVIDE CT. T 7 T� STEEL GUARD RAIL UfR1TY 3. THIS PLAN IS FOR ENGINEERING WOOD GUARD RAIL HEADWALL CIT CHANGE IN TYPE 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND DESIGN AND IS NOT INTENDED TO BE 111 © GREASE TRAP APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH USED FOR PROPERTY BOUNDARY LAYOUT. F&G FRAME AND GRATE THE WORK INDICATED ON THE DRAWINGS. 4. ELECTRICAL CONDUIT RUNS PROVIDED .... ...... . .............. PATH ® CONTROL STRUCTURE F&C FRAME AND COVER BY SIX FLAGS NEW ENGLAND ELECTRICAL TREE LINE. 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING MONUMENTATION DISTURBED DURING CONSTRUCTION SUPERVISOR. so • SEWER MANHOLE RCP REINFORCED CONCRETE PIPE SHALL BE RESET BY A PROFESSIONAL LICENSED SURVEYOR (PLS). THE CONTRACTOR SHALL PREPARE AN -x -xx -x-x-x- CHAIN LINK FENCE _ AS-BUILT PLAN SURVEY SHOWING LOCATIONS OF ALL SURFACE FEATURES AND SUBSURFACE UTILITY STONE WALL ON WATER MANHOLE VCP VITRIFIED CLAY PIPE . SYSTEMS INCLUDING THE LOCATION, SIZE AND INVERTS. • We wG PVC POLYVINYLCHLORIDE PIPE -�-� RETAINING WALL a © WATER GATE 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO EARTHWORK OPERATION AND Tsv TSV ACCMP ASPHALT COATED CORRUGATED METAL PIPE MAINTAIN ALL EROSION CONTROL MEASURES AND SEEDED EMBANKMENTS DURING CONSTRUCTION. HAY BALES - .� TAPPING SLEEVE & VALVE CIP CAST IRON PIPE EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT OF ALL LANDSCAPED AREAS. ---- ---- 4 MINOR CONTOUR PRESSURE REDUCER DIP DUCTILE IRON PIPE. 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ,ALL CONSTRUCTION - -..,,20_- . 20 MAJOR CONTOUR 'b' N' SIAMESE CONNECTION HYD HYDRANT ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. ----TS--- TS TOP of SLOPE YO FIRE HYDRANT PIV POST INDICATOR VALVE WM WM 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO ALL LOCAL MUNICIPAL as-- Bs BOTTOM of SLOPES ° WATER METER CAP CORRUGATED ALUMINUM PIPE STANDARDS. WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE PIv PIv STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. L�Izzz L. POST INDICATOR VALVE INV INVERT ELEVATION BUILDING ® WELL PWW PAVED WATER WAY 15. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN 11EN �EN BUILDING ENTRANCE GG GG UP UTILITY POLE CONFORMANCE WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS ARCHITECTURAL LD �LD O O GAS GATE ACCESS BOARD (WHICHEVER IF MORE STRINGENT). No. Revision Date pp-d. LOADING DOCK GM GM TSV TAPPING SLEEVE, VALVE AND BOX 0 El GAS METER Designed by Drawn "JAB/JET Checked by JJF 0 0 BOLLARD COND CONDUIT CAD checked by Approved by ® 0 DUMPSTER PAD CEO • ELECTRIC MANHOLE LV LOW VOLTAGE ELECTRIC 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC Scale Not To Seale Date 9/13/01 CONTROL DEVICES. T SIGN E8 EB ELECTRIC BOX HV HIGH VOLTAGE ELECTRIC Project rive DOUBLE SIGN D °M ELECTRIC METER COMM COMMUNICATION 17. CONTRACTOR TO VERIFY THE LOCATION, SIZE, INVERTS AND TYPES OF EXISTING PIPES AT ALL Six Flags New England flM PM PARKING METER LIGHT POLE PROPOSED POINTS OF CONNECTION PRIOR TO ORDERING NEW UTILITY MATERIALS. 1623 Main Street '� '� 1D PARKING COUNT FLOOD LIGHT 18. ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE NOTED ON THE PLANS. , SINGLE LUMINAIRE c10 COMPACT PARKING STALLS Agawam, Massachusetts DOUBLE LUMINAIRE 19. PRIOR TO INSTALLATION OF ANY SEWER, WATER OR DRAINAGE LINES THE CONTRACTOR/OWNER SHALL g CROSSWALK CONTACT THE TOWN OF AGAWAM'S ENGINEERING DEPARTMENT AT 413-786-0400 EXT. 277. NO Issued for TRIPLE LUMINAIRE PIPING/APPURTENANCES WILL BE INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. Construction CONC. PAVEMENT QUAD LUMINAIRE 0 NORMAL PAVEMENT WALL PACK 19. DRAINAGE PIPE .TO BE HIGH DENSITY POLYETHYLENE UNLESS OTHERWISE SPECIFIED. SEE UTILITY PLAN JAL J< FOR SIZES. ALL CATCHBASIN GRATES LOCATED IN AREAS OF PEDESTRIAN ACCESS SHALL BE DESIGNED FOR HEAVY DUTY PAVEMENT HANDICAPPED ACCESSIBLITY ACROSS GRATE. O • TELEPHONE MANHOLE Drawing -rive _N HANDICAP RAMP 20. WATER MAIN EXTENSION TO BE 6" DUCTILE IRON CLASS 52. & HANDICAP PARKING T° To TRAFFIC SIGNAL 0 o SIGNAL BOX 21. PRIOR TO CONSTRUCTION COMMENCEMENT, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A Legend and VAN-ACCESSIBLE HANDICAP PARKING FACP FACP WORK PERMIT FROM THE SFNE DIRECTOR OF MAINTENANCE & CONSTRUCTION. DAMAGE TO EXISTING VAN ` B FIRE ALARM CONTROL PANEL UTILITIES DUE TO FAILURE OF CONTRACTOR TO OBTAIN PERMIT SHALL BE REPAIRED AT THE SOLE EXPENSE General Notes Detail no, El os FIRE ALARM BOX OF THE CONTRACTOR ::�s ARCH. DETAIL (SEE Sheet no. ARCH. DRAWINGS) LET 0 TRANSFORMER PAD _ 22. ALL UNDERGROUND LOW VOLTAGE AND HIGH VOLTAGE CONDUITS SHALL BE ENCASED IN A MINIMUM 6" THICK MANHOLE CONCRETE. SEE SFNE ELECTRICAL SUPERVISOR FOR CONCRETE COLOR REQUIREMENTS Drawing Number _0.. UTILITY POLE 23. CONTRACTOR SHALL NOT STORE CONSTRUCTION MATERIAL, MACHINERY, PARTS, OR ANY OTHER ITEMS PERTAINING TO CONSTRUCTION OF PROJECT WITHIN GAS PIPELINE EASEMENT AREA WITHOUT SPECIFIC °f �- GUY POLE PERMISSION OF TENNESSEE GAS PIPELINE COMPANY ems. �� ® HAND HOLE �lo. ,$0 C-2 �toii0 [8] PB PULL BOX 24. CONTRACTOR SHALL, AT ALL TIMES, EXERCISE CARE WHEN EXCAVATING WITHIN PARK TO PREVENT DAMAGE Sheet of TO UNDERGROUND UTILITIES, EITHER MARKED OR UNMARKED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE 2 11 FOR REPAIR OF UTILITY DAMAGE. Project Number ✓�� 0764700 9114 01 \1Maspnng\Projects\076471cad11c11const\07647LEG.DWG ! 87.1 X X r36 X87,2 °/ I f T t/J,�X y\ �y.\( f T \ ✓ J 2,6 . I �- 72, I '73 iJ X 9Q.5 X95,8 95.8x _ X77.2 X 7 c,7 _) j z �` r . 94,8 f g, 76,� 4 B, � m CCJ \� a 4 � 4 r 4) 91,5� x 1 74,2 x f l� �' ) `�. _/' �... \\� \.\ _I, ` 3^r // I o , 7 �° \ 1/7 f 8 X2 X _ J �88 X Cl ter- CI ,.L� .�f J 1 t \ \ �� f J ° _ 53,0 3, X 92.g/ � � �3 \� '..ci j X77,C r[J� T? IS U. r'"ay��` C7��r C7 C7 - ' 7 °C3 .7 A.; 75,1 X O \� 91, -- M / 1 X ! _ T X / _z tl / r • \ 4 _ x 7.�,�'� ._ ✓ _r^i rt U7 w=•-' r.J .'� ter- _.•_ \I zm � X88.9 c� ��- "o j j f / s / ` y✓ r� i '' Vanasse Hangen Brustlrn, Inc. X a X90,6 6,78,E� ~J/ p (f a 1-� C o��` .�`. l �ti fj \ r� /' �N~ , r� ry�l d 1--�.r� i•.J __ EI S E.._... ; �JIp % 7r. ) /!` .7 5,1 '1 C; a%" x `- I_, i b 3 4 X 7 5,0 4;, y , Gr` } -- 1`1 Transportation X91,5 = �? a f �' r ` 77,t) % _ _ - __.,_ 'a �r, a ` �Ivs TREES ; 7d.1 , ( Land Development r A �� - ` « �:' 75.7 x j Environmental Services ____ 5[5 CP _- . r _- _.. 7 4, 0 {r - -'-- -- Y lT] �� U 1 13 \ o} C� �! X fr.',.3 I O� i �.. �c_-..__r_.._._£ `—t CSC? 91,�1 ���q _� \ ��, A N `\ 1 �x t 15 \ " 11 ` , \\ ` ?� ox Q �� / a91 c' - 7�,', r'- --' -� .w �:�T R t 1 50 East Columbus Avenue _ f I ? ,90, [�'( ,o X,9 l x 7 i,1. x ., - - __ f -'-- - \ 3 �! ' =" c .._ `tom _- r_ Springfield,Massachusetts 01105 I ) 91 7 X �` Q ik \ :// < - 1 11 99 t3 - 1 j 7 I.S �> _ i3' \ \ \ t - r f \ _. r l �- \ y 47 7 • i 91.Q` �` � -- > A, �. �.__ '' ! X, „ x 7.�. ��`� �, 1 / 413 7 113 FAX 413 747 0916 91.2 r�' � y 9Q.5 x x �I� y r a St' 7 ,E \ \ �1 /' \`� i -` �� 1 ^ Y% ?.`] \ i:7, X w / 9,Q X 76. y \ s �'� 1' " - � % ` \ rj r r'1 `' ( rT �i r' ? i, X 7 F, /fir ` ) x✓1 ! 76.OX 8,� _.� '� 1 �? `���_ � 3 � / O r �\ 175.9 9 ,1 r (y? �t i� '^� ..fir \t'`-1 ..` � �_ / 1 � -'�`�s• T7 'r7,� � � 1 � '� �" � •-tip � � a �•�'f �s x91,3 _ x75.5 X90,8 6 0 �. �� f 75.`i �� - F ' jk` S'� . \ f !f X 0,9 R k ; X Y j v -`\ f _.__ _ x j t ( 3 i X,y0,�„ F.f ! � ���\ � 1,1 Y 1 � � �r`-7_`_ 9.c_ 1 if r � u 75•c� \ X r ,U ' 4•�7 `` � / 1A} j, 1 - . �� nQ.� R " ! f I .-'. .-. �,� r � .� r f . .__ J # 1 � �.:,ir i� 1 X y l ,, j ;t� 1\ X r i x� .,, �� \ "bra%�' - -- =rl - 7,: 7; n / _ ._. ,1 ' I �'I, ?r C? i1 O Q 1 1 4_. S� l -{ \ \ x 1�,1 +j. t{ \ n�� �C72,8- 4.31�_ J: t3 t? �' �' + ;y\�� I X90,` l 7n,8 �X C8 -5 Nam, X9U,2 m \ J - ' X. } {y X. ` \ ft=r3.5 i 3 3X # ' 4( --- -- 75,1 x / i w o a4, \s4_. fi esu W _ 7�: x X 89,7 / > `� r " �,,\�\ �1��"i" \� fr 7 ,7 X 7 p l y { am'\ l \ \ __ -ry 1 t X ,J \ 1 90,4 - �� ,� -1. , SUPPLEMENTAL GENERAL NOTES f \~ .` / I.1 X73A W ` \ �?"rT ;�; ti - t 1. EXISTING INFORMATION PROVIDED D 90,7 / m ( 3 � \ f -_-�' / �� t 4 =7 _. _ ? / '; X75,� 7 x 1 ! f HEREIN COMPILED BY HERITAGE SURVEYS, Y, �# '� r; o ' / __� / „ X• } x76,. r "t rf r 75.Q . ,£ t 89,2 a , �� . . .' ` `Y `.`s \ \, _ a- - I t I Icy 1 INC., SOUTHAMPTON, MA AND IS AS \ o a {{ ��� _-_ SHOWN ON THEIR PLAN ENTITLED X86,1 X. - 1 , - X 7 5.3 4 f J � t�� �{ � r � 73,6X � y-� � _� .'�i lIr � 74.OX 1 � / a � I �-. r I � � » ____ k� , ,. x 6,a \ a !,>s' I , o I ,! TOPOGRAPHIC PLAN OF LAND IN X E� , / p e 90.9 c�x,0.1 �. I �.` �, ,. X7 t,4 {:� I X xt33 4 / / .J. - ..r ].l- r C f I -� -- : / _...... 2 �1 ,� j t_ 7, 1 r � ', ' Y' ' v ` \ > 4 __:. _ 4. I c /(1 7 .� { AGAWAM, MASSACHUSETTS SURVEYED 3,., / X ` . C f1� �J ; 75,91 X t 1 :► / `) ( ' } I ,H\/ l `\ ` 2 f71 1 F� `r� /, �� -- ° X 1 70.3 l 1 FOR PREMIER PARKS, INC. DATED GJ `'�- r1 I �/F z ri /r / X77,fa r �L �� X � / � r• f�, x ,,� JANUARY 5, 2001. c3 •'�--� .�. .r r' �76.3 � �7 75,6X � R �/ �`" x;4,3 ! 2. SUPPLIMENTAL UTILITY INFORMATION / _ w X 7 4 A 1 c �, x9o.2 XB9s XB6.3 , -J . f / f i���' ;: fx;6.� x� ,l y V7 �f 1 I l ' I ti I I PROVIDED BY DICARA LAND SURVEYORS, �r€� _�_ �...._. / , v�, �' .�.� f t - WINSTED, CT. x85,2 a� �/ x ,f�'X }•-max �1 -_,i /'� \4.. l I 1 \ / ;�� x 3. THIS PLAN IS FOR ENGINEERING X85,4 \ X7yi,5 . / _ s - X_ / �! �! \ 1 1�7'7,[ S // : �"_- r, -/ - ? __._/ x '`'. .__ x l ! o X }� r DESIGN AND IS NOT INTENDED TO BE X 1 �, Xf3 4 73.4X p a` E � f r 1 ';t7.D`� `sw) 1 i�// .p it l.r�ti t _ � 7 ,7r. ! r f _! o \ --' �__ I� �: T � USED FOR PROPERTY BOUNDARY LAYOUT. � � a I`�� r,•-��.,-� 7 3� ,1. _ ss.,����� ;y`, / �_.,_•---, �` 1 %� 1 �.�, •�I' �-_. �� ! r" I �� I- f 4.'1 � r`' �1\ • x76,4 �' f-� / xlfi; � X7:i•2 I -� _- �' � ' -I` I 4. ELECTRICAL CONDUIT RUNS PROVIDED s y J �fl BY SIX FLAGS NEW ENGLAND ELECTRICAL X. f f .,��. �� ,. � �!• � � 76.�t �� 1, (. xl�,,�� ` � Imo' SUPERVISOR. X85,3 X82,7 �. .� \ � /3 - „ `-- � r 4. - / 1 ) x �- / O `� >r _._ r / 75,c c I �75,8 / ' 1 I T 5. EXISTING TENNESSEE GAS x8_.7 I 90.2 4.11 ( f) a cJ x 7 . 3\ ( I I 00 - 2 rJ t x ,-f -T � I I I r.• PIPELINE (TGP) FIELD LOCATED BY TGP �.�, ar{-`� ,r ,�-'.f ,C1` . � �c�� t_� ° ' -- -- � ,a ' `.. ,�,rr.,�c Fs, x7F=, �>r/ �,- c . _. Xa - / ! I I , PERSONNEL ON 9/5/01. X90.4 �= \ •• JI�� � 75,5 x9 e' 17 >sy rr r Tl f� / 'a �'�1 �(.� EX P, � 1r f< X 1,3 1BX +! % rrr�7 a X75.7 / c � \ xT5,0\�C� X \\ �� Rj�78 - ! I I l J 0 81.0 / ,r' X90,5 X91,0 _ . « 1 r ra-7 / X76.4 , \ �� 7 t-�s.7 (J T) X75,4 I o ( { X90 _ { d� ��� -r + .� JJ/ X74,9 {f �b�� y o / F1 I o I f 916 x>0 001] / f C\_ 7 ,8 ,r�f ~---- �� �` f ✓ \ , [ - 'r` `7"i,5 < � 7 � / X69.o ) 7 ,Q j ___._• __-.— _ (///� /// t o' I-_ g �` � � €ate •- pz� x75,6 \\�, �. y/ ��� I X I l %1` 3 x 91.2 X _ X76.7 - X81� # ?C 5,� � � r 7oar \ �-rJas f� � [1� � �r 1 r� E X91.2 -~" �- y^— x r 7f /� l "r'""�� i of r �Y4'_ ^�2 £7 O ��✓ c:Y!� 1! / X IV/ -_ _.. x91,7 ~• / ` r g Y r �_� {�i ,TAu .y ^�ti C3?/ 1411�, �y� M,o t X77.4 f' 1� 1 fi ' ----'- -•___ ------_.-. _.; // x 91.6rL --- l /' �E �� �'X4•r .k3 � 7 \ r/ { 91,4 - 4 \\3ibE ���.� =y I�f r) I J _ `\ J. X' ,� I X q, X91.2 ��"� _= -- ••—.�.. --` -- -_ -_ C2ti Y, �`' / \ �' Y~ X 76, I I f /I, - �; / ,I / 6 3.5 G 3 X x91,6 "; j] .�y I '��- ��-.__..� / � C3__ f rri r .9 ..i3 • / ILI e- )J f{7 ^_1 ..tyY r /! •y. r � ! \ / i !r,1 - �' rr'r-• _'-._ f � F ti / � 7 'r r�`� �C•` J 4'' J f t L-'-�� � / X "xS#5 - - X / s X77. f '-�.,I I ' 71.s3 „t a r r, _._ �-j� 1 a _ �' /� s -- o _ 91.5 � '� JI.. -' \ _ `�� «lE' .to X �' ��- r. L. r (� _ j - O - 9jj9 _ f x�32 y �[ \,� / 7•k.b Fir��f?8� l J jC!4,�! (� '`Yt'e t--•� X ) 1 x91,B a �v {� � 9 6 E ' _ _-.r-__ E._! �%' ' / -_F��' �~ I —4 JL . rC ' \ `��� t� ^y y_ ^ i;£3 ' ... /r+ I X 3.4 92,2 r �tU� 'Vf _� `�,�f Y X j ` 911 \ _ �� /' I rEt - X 76,E 2}`t_ ! '4 7 ; i� C ._ �. 1 Added additional I?urvey information 91,9 `=` \ f -- \ O` , _r— \ `�' tJ` s � '� X73,6 ( �t ; 9/10�D1 77F aJ C?: 'svrrrarr.a Y ` / ..E 7 \ \ \ A� r-J: tis 1 C? 1 /' J �� fl i i�t I No. Revision X86, _ �' c-� _ \ 1 4 ti fi j i /} t� ti ) f 1 Date Appvd. '-�' 1 17 �r A r •� \ \ ='" '�/ i� 7�,�i x 0 �J / x 71 7� t S . hB �_ c - ~N \ \ �` `/; f /� ` "_ . / i `� Designed b Drawn b Checked 92.2x 7.3 t J �c `t~ x 7Ei.E� 6 g y yJAB/JET by F T o \ _ / X75.0 ,E;,-� r - ram \\ �� JJ \ ;` r v µ, 9 ` CAD checked by Approved by Y -- 3 6 `f . 92.2 J x86,3 _..� -` r~ 7 \ f �- .. _-_ 73,i / ] X8E3,1 f�fl Scale 1?= 1 Date X / q X89,1 s`3-.__� ` � J �, � � f X77,0 �- _ _�� �'� ��~ � � •� 1� *,, X` 3 1 ^� rr / C? � s 1 f I \ 1 �0 9/13/01 _ f C7 `7,3 B9,1 \ �� ' f� f `1 ��/"� �X73,5 ` c� Project Title I 1 X81.0 / 1 X75,2 r z 1 • X92, i / '' X73. x, 2.3 s _. _ \ Six Flags New England x92, X 76,4 ✓ x\ - - - -- I 1 � _ !4 ` \ X 79,Q 1 ------ -- -- SHH SO -5 1623 Main Street x91,2 0 88,7x -� �4� f -- ✓ --- - _ __-ter' 'MO 88.sX x � r `' � \ � X74,8 rcp �r,s�rjt�..cr� rl3�-� _-- I B$.9 / S E VRr/ R E_t S r--M L-1,,I_j ' ' I ! 4 Agawam, Massachusetts u .x 1 f� I r,. X �,0 1 - 4 I g ' x89,6 x \ 91,r / X£38.f3 PO �' z . n ( ## } / �4t. OK �6 ) !'��[' i ; - 712. ! j i 1 Iss`ue� or x95 X �- a 1�, J Y'c ,3 I�I 'E�_II�.If1),,�, .�.�, f ALA€\I �3�C?K l .:51 f'I`�GE 5 � xI 1 � 922 ` t 1 �. P I P E L I N E F_.A{�R M = 1'.1 ' 4 I Construction . J - J - X84.a '� X79,2 \ \ ` Y.75,c ; I x.88 x 7 1 86.5 X I t \ \ 71. -- Q r / x78A \ TOWN O /AGAlr�l .�9,6 xE�9, � {r - _ r X87,6 X87,1 / �. X80.5 \ 1 _ - �ti,_ Drawing Title / BOOK 363� FACE 159 1 ,X86,4 y Ox89,3 — _� xB3,5 ! :� I__r1I'1 E C)O k� 12``� P I'GE_ 5 ; 7 -----= -� --==- v �' x74.`� X70.7 ' x ;9,2 0,l �. Sf.�t-t -� I � � f ,' �� �7,3 _ � '� :w.�-.�-� � ,! Existing Conditions J� x f X 72. I X69,7 ` _ X 70,5 7f1.5 _"_`�6----__ ___ fil, X66,6 , A GA�+ ` - - �____ X 79,7 -'`� / r- �rAP SEWER. EASEIviEN-f1 1 \ I xa8.� �3 PLAN Es00f< 1 '�F�AGE �i3 __` _ X76- -. . - - _� \ 6 3,hx ; : _ c� ; � 68- I t - X 78,1. _'_� __ - _ 1 � I Drawing Number X84,�' 1 _ - -_ X75,3 10,6 \ x86,8 - -- ___ _ _ r, x�1 � 4 6 X88.4 X85,8 x79. --~-- _ �.. _- � � �- X83,5 --- X81,3 I \ �� t __--, C-3 X87,3 ; X 78,9 X77,5 ! / . x86,5 XE O• i `1 C . ���- �f Sheet of 69AX --- =`-�'�._�= �- - %� 40 3 11 X X74.t� 0 40 80 7£3,W X f ! // x I.1 ._.. _. '' `�'' \t��-'- -:��'% SCALE IN FEET a7J Number \Waspring\Projects\076471cadUdlconst\07647EC1dwg X 14 I , j( 3 7 CD i f X 76, - .Z / ! x90�' -9J,r_ t 0 � y � ��• `� ��.- - �.f v � � �t �\ I x 5 � I�r !T \ t` t �1 I � p 1 i C) I 't. � i r_ _ _ ,.� r , _, X 73, y \\ --C 8 X ° 4 78 / X :3, �_ J� _ - ..� �� xr .`1 '`�. �' -, .�_X51,r`? ` - �-'� 9 OX _. 935 9?1 �,oE/ a 3- FhSF TPIEFC _3 X j Cw �. X ._ �. EXISTING "SYPDER" RIDE ` ---,.- fi x {" ._- r� E AND CONCRETE PAD TO �5� �� ` ♦ J X87;3 I 8'700, NT .� 1)/ I.... >> X73'r' BE REMOVED \ 11`� . =� ,� - X 1 , �° �`, —� : ' 4 _� a , x -, f x , 1 ' Vanasse Hangen Brustlin, Inca 5,6 87,1 X 87,2 {-- jy no � tss, o u, 7;?�� L _ r� �-� X5� - �y �X, � Transportation 1 \ ! == - r c ' d x77.c ---_ Land Development 5 x95,8 95,Bx 0 X \ C. x �_-) �; { -___ x7C,7 } "�� •� ` `, � �:�t� / P �, Environmental Services o /"1\ 89.7 -Z. 9 t �7 ,F ` Il) {� � ` mot ��r \���\�♦ n 3,4 o -- 94,E3 l ` t C O G y u 74.2 x l r rY�-v C{ �_ `` �1 � : 1 / ` ION _ �, � x ?� 1 ;. �a (f \ �._ l ,�. C J r' `, � �'�` 1 r x3.c c 505 East Columbus Avenue �_. �87,?. r ,�.t f n '\/. ,_. X'77' �� \ �._....._ ,, � . , c� \ ry GS y '� \ �\ \ Springfield,Massachusetts 01105 / t s - ? { ` \ r 7,-3,0 -- �� T r A /5 �:• �, \ E �� ` I o _ X92.9 � E" y `r �_ �ts�� G.i "moo i o ; -�' p ��\ _ �1 � . , \ x7:3,:3 �t�`� ��o w a i \♦' - ' ! c 413 747 7113 FAX 413 747 0916 YARQEXIS_IN6'F CE TO BE�� REMW7=DAA1VED FOR-- � x rn78,6 a} p - -- _ c, �,� Ca,i `b X,5,0 RX90.6USE � f 1 X - �� _X%a'. - �. �.� "1�-r,.lSF TF�FFS l 741 / 1 L 1 \ o p [7 _ -_ I i ! 75.7 X -- -_ t l x91,2 O a 7X,0 �_ y EXISTING CONCRETE SLAB FOUNDATIONS X91.5 -r' Q ♦ / -- "\ X75,3 r3. ,._.-. ._. � _ _ 1 1' E � �� 4 S�gBESS� ND BOETATTI=RNS Fb CON ACTOR TO CO I? - .�_. {. p t 5 000 � y O 91,4 X� I 4 FUTURE �E3.51Y�. 2 LA(�I S L Kew, � �1 �J�� Y. � X - 'l � \ � I o Q '` X79. 1,a. 3 -� _.. 1 ] ` ,j !` ; �.i x_EX.ISTING CONCRE PIERS ` t �91,7 X )9�0,9 '` ___-_ x 11.1 . 7 TO' BE REMOVECS.i. - \ 75,5x ! 1 52' C� x "� ,/ r tt / Q -TYP; PLACES X'/� ' I 0 ~ ,X a 79,6 r. 7 t,,. / y_ �..._ .� QI" .1 j i, :— i \ \ , t,..» , `�x\ �' -} , { Jul 1 ! - .e3. .* i sF: c. O \ \ ] { 5 I 1 , t; 0 O m Y,76. Y.76,4 �,,� .__._ _,_.� 1 C J,J ` I 75.9 Q X 1 4. - _- \ s ;< ` f3 O X - X91,4 76,BX g.6 L_' x _- ..- .. �`�`0 Y j J a \ 1 _ — i - -- - -._ K �X7`�5ko El 75.5 o 1-� X91,3 N X75,5 75,5 ( X. � � \O - x I X90,8 ® 1 \ x _ \ 74.9 0 1r 0 l X� X7 x73,7 _ \ ]X90,7 0,9 1 / X7;3.0 Y,74,7 - -: p e, 0 81.1 K+ s " � 75.7X l X 1 I i O n 1 x 78.2 X 78,7 {� X 9 O a .0.9 t x 71.1 ----- - 5 X > EXISTING FOOD STAND x72,8 -� /�• . _..� -, � C�--O G 0 O O O X ] o , ` TO BE RELOCATED ,. EX CB 54 _. X [ 1 1 n ` �. R=73.5 7`�5x t � � 7a.�1 75.1 p � 1 ] t \ 4 - - �. SUPPLEMENTAL GENERAL NOTES u - E44 kISTIN� LECTRICAL` w -{.4. 75.3 I ,. 1. EXISTING INFORMATION PROVIDED { �' / 4 DISTRIBUTION SHED - � 75.3x I # ' � ~ HEREIN COMPILED BY HERITAGE SURVEYS (� U VJ °1 X 89.7 / \ ,� - =`" t� � !� _ - I I r ' : 90.7 1, 0,, /. " p �. _ TO., REMOVED r f5,6 I u ` f x , ,('� p\ ] -- X ti -_ r r -- ___-_ _-- x I I n INC., SOUTHAMPTON, MA AND IS AS -.. � l o a 1_ I SHOWN ON THEIR PLAN ENTITLED �X. p X # "TOPOGRAPHIC PLAN F LA I _ ,xr \1 •� 7a.1 x 7 .� x75.3 75.6 I I, _ A AN 0 ND IN l 75.6x X 75,UX I 3 5 AGAWAM MASSACHUSETTS SURVEYED ��--� 4 _ ,O I 90,7 / �J l \ r� 5. -� � � X7rv,7 a x I i �f X / r� - i \ �j I FOR PREMIER PARKS, INC. DATED x89,2 / o Vo 189,3 / ti J 73 r °� \ ' %t ! I I I X - ac. � r1 �.I -J - __-_r / 7* 0Y ?�.:� i �- I I I I JANUARY 5, 2001. C u l x V- 7.,6 x I l 3r I I rr ,. ° X86.1 \\ ` � � x` f x76,� p �_. ( i x7 1 �' _ f t '; 2. SUPPLIMENTAL UTILITY INFORMATION i I X9 x90,1 ` ,- � T1, 5 1 ! ti t PROVIDED BY DICARA LAND SURVEYOR nyc! ! 8 13.1 / 1: ' \ v i"?.`5 a �x` i �f•� ` i� y / :/ , . _E� X X I # 7 r ' - - a y y 7- ► � 'ti , WINSTED CT. jI' 7 r ,C �; '; r. ' EXISTING 'QMPI�OLE$//T0 B q tr .. I . EXISTING-UMBRELLAS ANf a .' f r' ` ` '/ / ASE ,,Io'`gE RLMovEtU ` ; �' c,, a HEMP 0 AND SAVED'FOR 3. THIS PLAN IS FOR ENGINEERING � /s� 73.6 �' '-''" {ry"" AN ,AETURNED TO OWN x74,4 _I Y ,� l R i owNE�j �, I } I 3� a DESIGN AND IS NOT INTENDED TO BE i t - i / -- - / ' x74.7 { i USED FOR PROPERTY BOUNDARY LAYOUT. X74,80. 1 O E7 y! I r _ ..L I I, J ! xs6. \ a - . 'r I I 4. ELECTRICAL CONDUIT RUNS PROVIDED X90,2 // XS9,5 ` w 9L7� _ �"� , ' �- �_ -` 71,1 / ` � f.. _ � 5 � `2♦ I " y 7 .r ' y - X , _ . ' y x o- 75.9 t - , BY SIX FLAGS NEW ENGLAND ELECTRICAL X85,2 x _=; . s ! / x f 7 t� J , SUPERVISOR.73 I z Y SUPS SOR. X85A I p ) `\ p t 73,aY �lgJ \ 1=7Q.(1 St) .�'J/ } 1 ._ 1 GL.. r I /r \y�'r, rfew l X X 1 -� - — _ I-89.75`• `J�314r/ / I� e.' q U I O ` 1. _ I X' X76.4 /�! r,7E �s \ x75,c /^ EXITING,CHAINLINK FENCE f /• I f �l 6. ., r�. _ O.,BE, REMOVED AND X"7.a,. C,� •T _., m ` ♦ I —� XISTI G LAMPPOLES TO BE RI M[ I T , 1. I j C�l I E Q x 1 .4 x 75,4 I PSE• OF OFF-SIZE _EX, ANa'\ AVED FOR REUSE BY OWNE?ir / ! - X86,2 � � �, 7 f . , � 75.E X85,3x82.7 ����� 3,E., �� Its'. r �' . 75.2 { 90. t �.�, ( r) < X `T- > 81,7 \♦ r ( , —. � r �' r� \� � r C1 \ � fp U �^ ---__ ♦.� -`._._ Ali aL , -r' _ � 75.6 o / ` --.._-----•-~---�o� j� � _ �� EXISTING FIR�T AID.SHEEN�y..�r �� � ' � � i� X 76,rI i rr� ry'�� I \ �. -_ �- 5' 75,:s - ! 1 I 7 I � k o -- �•�<` �TQ�BE RELOC�t.t ..,� -� - EXISTIN(3'GU;4RDS AC (3r� ` r'.'`'s.N�j `� ` F:X;3,. 19- f I < y� 4 IIi n X90.a t max` rr �y "� �7 � ` X 'd { _ m P # f° // ,` 3R L MCA r" o s - , X 75.7 //�. L x 7`�,U \TL l f \, i I ) 5• :t 1 Q r / ! Sa <� >''` 75,n / 1 s X91.3 x s i 1 \., .f„ ,. f x77, i o. f31,€1 7C� ti. ��` ,, J _ I !r ._ `� �,_ `.G� c [ 9.7 X 16.4 ca S r 3 x90,5 X91,0 m � X743 rirs r @�,I �` :7 EMOVE: PORTION OF c `1 } } x90,8 -_ I �1 / r X69,0 I 4 I! 7 1 1 ! 9L6 x �l XIS�G, QUEUE LINE - i -'Y75,5 � � ` � ��,' I 7 '.0 1 f t, 75,, o / -` p I X I x75.600 o I cs ix'e.ao I X/�7,7 v � �'X�_ .. 1' ' C7J,0 � >wXISTt�I�'CONCET IC xBi,2 1 X79?_ ,.F� / _ )$ � '��°' c; ( � i {� x 1 x17 J I l # 1 i ! ' Added 15 __ / / � a W 9- \ ' I I I 4 I 1 additional survey fi fonnation 9/10/01 JJF a ��'�,� .dUMPSTT'R PA A � �-- - �,� '' !C`�' ��� ' � �I` � / C� i X91.2 X91.7TQINING W � It / / 1 x77,a - �`-� -" -f r; --E?[��r . r � C�S�oy\\ f� �' 74 ry 3 �? /M�-� \ 157 X I X69,5 x69.,S I X ' C3 REM• U ,.,o \ ` -y � Gl� fld \ ,e o. Revision Date ppvd. X91.6 1 / EXISTING CHAINLINK'` `( �x76.5 ( 7 T t FENCE TO E REMOVED � � r x 71.I� ��� - ' ���\�� � -`'� ' � I 91.4 1 �` __ far X I ' `rt�, \ rY ` O' ' ! ! r7'tiF� - �.,o! f___ ' ��_� I \ / /` 75t1 }( ; Designed by Drawn bYJAB/JET Checked by JJF X91,2 tr � / I/ . � .tip-_. \ �Tsrv� X91,6 gU B ��• J 1 aI� Y,77,4 - ( 1 CAD checked by Approved by JI ' � ` _� 71 8 6 I14Fy'T 1 . s � n x74.4 4 I ` - X91,5 / '„ �yy7' f I1 r I Scale rr_ Dote -�� �-_ 1. ---"� t 1 --40 9/13/01 - 4 X { yy ! S Project Title 'x t-t ��`l'y ,_� � !, X73.4 � II 1 i • X91,8 r 9,6 -- --- _- , t�.- 75.9 ; ,. ,� ���..__ r Six Flags New England �x � EXISTING.LAMPFOLE TO B REMOVED X76,2 - x73,6 I" ! �� • / \�? 91.1 r �ri SAND SAVED FOR REUSE Y OWNER ? � 1 / , L'.6 X �� X 7 ; I° I , 1623 Main X N XB�,� _ Street -` 49 u__.--- -- x8- --' 1 x78,6 \ x7�,, EXI`3TI•Nc� CHAT LINK 1` ICE xe7,3 A-/�4 / � .✓ 73.6 EXISTING CHAIINI INK iP�NCE 8 1 �, TO BE R MOVED AN 1 N ' 92,2x � �� � o ! \� / 73,1 �] xS6,3 I ♦� 1 X77,0 ~�_ �` DISPNOSED OF OFF SI / sH9 DSF"SED QUITE 1 92.2 / x88,1 _ X89.1 EASTING DECORATIVE ♦ _ 1 r ' Agawam, Massachusetts X I \� 876 O- FENCE•TO OE R•MOVED ♦ / ��ti- ~w ` � ✓' \ �- .�- � x7311115 �+. ` • x ,AND SAVED FOR REUSE �1 X 75,2 `~ \, /I 1'Y Issued for T 89.1 1 X81J) \ - -' x .4 f 1 �-._ O— x,6,4 i 7:?.? . �._. r ' Construction �.�.: „ / J :4- X 921 �9? ` /! � � � \ � ,.�=��- : • ,. 5 e _ -Yr7�- - X79.0 sti„a sa S _--.. --- S��n_-5- �+ r.r.nx - - `C . , f l l X91.2 .__. 88.7X a _ l \ X7; 3 } 74.8 TGS?E; ISCIl1G_GrS uAshl .(] �- - rr,'' tt� / - — .`xd - � - �i l✓I _ k 7� �._ I i �I Drawing Title 88,5X II - . X` , . ._ .SEWER E!#_,EMIEN 4 7c,7 < � � 4t I 88.9 - ! If x81,0 ]I 1ENNE'S)S[- _- ': PIS X72,9 � F3[�QIC 3�3� lPF�GE 1 � 1 o x82,8 / 1.2 11 \ x89,6 \8x 88,3X 1 91 I II I `\ x76.3 ` PIPELIHE C(N,�P�. ,,I.. ILL_ `�I'J BC)01: 3i Pf�.GE 5 ,� x 1 I 1 a5,3 p{�{ x ` _ - ` ' I Q FT E'#PE.I_lI�1E EASL\PV1LN 1 9?2 [ _ �. c� ,/ ! ! / \ `� BOOK 10690 I" A 'E 549 �_ �x69, t t I � 87.5x ! r 1 x79,2' ! , x75,2 1 t , , I t Demolition Plan II f 4 X8 �3 / - �" / f x, Es,4 T�� �vl`�I OI /.r1G ,I d9.6 X69. - X87,6 � �i X8£�,3 r1 � � 1�J��1< ,�F�.5�` F'l���_. 1 �9 F x87.1 r i 'A ! / i 7 0,1 X86,4 X83,5 / X74.9 x70.7 / / <6`�,P 1 `\ �\ Drawing Number LK �MH % '' � / I x77,�3 � I � ,,a,�x 5 � r-( I 71.3 X 67,3C 1 rr !vr 1 X72. X69.7 . ( �. X 70_5 70,5 1 d. C-4 _ x79,7 �. 1 1 - 7, - _ _ X86, '' 3U0�< � �Z '-7,55;0l AC���V'v�1t �. E VVER 1=f1SEMEN I1 �zr9, r C__ _ �__ - �_. _ 5+ , } I `\ - \ li { No.ofo�o Sheet of UE -1)-7) PEA x �,6 ?)- - ,_ _� _ 68,5 x ,- - o -- 68,.E 1 4 11 f�J E300K 1 P GE 53 X7a.l x76.- 1- - - -- ---- \ _ _ -- _ _- / ti ' 3,0 f x �! 40 0 40 80 X88,4 8?,7 - J 6 _ ._ ._._. - I j h ` 1 �� \\ � ! Project Number x.7�,..: SCALE IN FEET 1 1 X84.6 � � ,?� ___.-..._..._-_..--- 0764700 ' � 1 gA- ------J 4 I�i of maspringlprojects1076471ca"dlconst107647DEMO.dwg t3� r r c �� APPROXIMATE BRIDGE �#-••� l � (��� APPROXIMATE ° LOCATION ).. �.. ` _- ® � ° �,' s(�` � __ _. ro � �° �� f_-- ` i.� �!.- r' �� Vanasse Hangen BrustUn, Inc. 0 � 0 --�� -~ � _ ii __. � �r( j d� �� ��.� � � ; , � �L� � Transportation Land Development Environmental Services - (1 MAINTENANCE BUILDING t 1 0 ` � -' i STANDARD DUTY PAVEMENT 0 o > --�.-� _ , , '` r r }„ 505.East Columbus Avenue ° \� n- r Springfield,Massachusetts 01105 -C EDGE OF PAVEMENT` ' °i / 7 " s - -- a E - ) 413 747 7113•FAX 413 747 0916 10 f LtISE. TC?EFS f' l ( t J DE7 ESL NI,37,9635.47)• ITI E 1976'92.1£i PROPOSED GATE J all 00 0 p fJ �C? ( � } , N 379607.22 j E 1R00 __- Cd ao p [� E 297636.24 J /. 160 SF _ DECORATIVE © O t3 Q ���� �--- �.� L] _.- q ,f FENCE TO Q f _ � o o Q t , h� MATCH -EXISTING O U EDGE OF PAVEMENT �� �%'-� �� a o 1 , FOOD . R / o / STAND I (6 C 0 p a 1 a U U ( \,! �' f OUTDOOR U I'I SEATING I° B�ITF, CURB TO EXISTING 1 G O 0 ° a Bi INI CURB Q, t p a O _ � °� �G�� THEMES -NIGC -'�-� r' -_.. p EXISTING STAMPED PORTAL BUTT- CURB TO::.. J { op , a BITUMINOUS CONCRETE �XSITI G PORT 1 k F a rJ PAVEMENT PAVEMENT �rv° 0 p p O O J I I D O 01 p 0 O O O o LANDSCAPED 1` ( --- - C) 7 o AREA __.. ° , SUPPLEMENTAL GENERAL NOTES 0 �.� ` ti,�_ !\q P ° 3 V4b1.25 a 1. EXISTING INFORMATION PROVIDED 00 a --- ) 379460 2 7683.76 HEREIN COMPILED BY HERITAGE SURVEYS 0 o a� - BUTT CURB TO RIDE �� E 297643.87 �' --- - INC. SOUTHAMPTON MA AND IS AS a p a o SHOWN ON THEIR PLAN ENTITLED c> t "TOPOGRAPHIC A F A o /`•_ _ ---~__ o iiPLAN N 0 LAND D 1 N ` C3 _� 1 `, l - BUTT= URB TO p O O �• `` C - EXSITING PORTAL o o AGAWAM, MASSACHUSETTS SURVEYED � . Ii o ` Y `. _ �1J ( EN � FOR PREMIER PARKS, INC." DATED l30.0 , JANUARY 5, 2001, oo ° p , s a SKILLrGAMES o° i 2. SUPPLIMENTAL UTILITY INFORMATION O 1 FOOD �` v` ix f O 1 { v 1r / !`� \ t STANDS Q 24o sf�(TYOP.) o 0 0 0 0 ° PROVIDED BY DICARA LAND SURVEYORS, ° � 650, sI LU a c WINSTED, CT. x F °r i 3. THIS PLAN IS FOR ENGINEERING EN { -JI ° z DESIGN AND IS NOT INTENDED TO BE a i ° r' USED FOR PROPERTY BOUNDARY LAYOUT. N 379403.11?, f . N 297618.�. �` �' �a ' L_ 4. ELECTRICAL CONDUIT RUNS PROVIDED '�: ' p U o = BY SIX FLAGS NEW ENGLAND ELECTRICAL DECORATIVE +r , 51.5 p ( ° ` ,I . � SUPERVISOR. 1 �, . rn �.:• �! / FENCE e 1 Nr3793jf91.57 © fG �� G a DECORATIVE FENCE TO.MATCH EXISTING n E 2$, 990.41 Q _ , \ �, { o O 1If PROPOSED SEMI,.TRUCK ACCESS / ( C J o 11 o ' �• ;c EI � bECORATIVE FENCE / p , ,.STANDARD.-DUTY PAIEMENT_ ]' \ 'CO MATCH EXISTINGp � 0 � � DECORATIVE GATE �,i �=�� d� ! ` ? c O - ° > > AWCU �& MATCH �- . \ - -�•�� � Quo l c' {� L, LU EXI511N6,`AVEMEIV ' ( EXI TiNG BIT. WALK / Q� ���'� LIGHT. CONFIRM PO T LOC T10N / , � , a �fYP• VTH"o i1R G p GATE G Q G o_ I C �G ,� QP MGC,.,3 a ° m EXISTING UILDING TO .- F ��- 22.0 �\ \c� O IN J \ \ rs i REMA � ',� �, ':� _ f Bch' �OQo E3U7T CURB--C0 _j f .$ ° BOLLARD (TYP) Q - % RIDE ~ LANDSCAPED N 379299.68 % `�.. f SAWL'UT & ATCH ��A A '2 E 29765 ,81 EXIfiT1NG FVEMENT 00 0 N,.37924 .30 E 297544.44 - - LANDSCAPED y DECORAITi 379236.87 AREA R=2' a" �. ° FENCE PTO. `R .I E 297371.87 / c ' � 1 Added additiaaal mfosmatlon 9/10V01 JJF Rb OSE CONC E , q l r.E�, - 1 r,r, c? _ h PLANTER S / \ �.M�1TCF� - Otl STER / 1 BUTT' ll�tr�T Q� - ��i ARE 0' r 4i` -� -_.�f 8� EXiSTING� No. Revision Date ppvd. 4 N 379201.3t SHQ 1)E ORATIVE �-N 79 i .�`...' 2 s- f � '1 2- s � NcE .'ter . �--.__. ,: 180.a1 ,, � � � Designed by Drawn by Checked by • :: L E 297481'16 G .,r � c � 9 70�.98 f P POSED^} w a by, JJF N 79200. f � '. �{ ` _.._. 1 3791 1.�3 AVY-DUTY ° CAD checked b Approved _ E 97322.2 / ., f ` \��� I AND CAP r. 26.2 / ep T o ( y by ® ECORATI FE E ;� Y VEMEN `M IS G h t t n, `-----_ / ,.,_ go Ap OVERE QUEU ��< � [ ARf LINEb t ° scale 1" 0' Date 9/13/01 / 1 4 SFROOF L��... j GE OF PAVEMENT O Project Title REST R WITH '' = ���rr�r. .f N ;f �yTHEMED WALLS. ° 379207.36 I p ARE P ACEMENT, SIZE ) ' • Q LOAM D �� i 1 _ � W CLEARANCE O d ° Six Flags New England I`297369.8 0 ! ,� o0EC0 TIVE „ o i T0. BE VERIFIED BY oy FENCEeb,4sTER Q }�, • Q 1 - M IJFA 1U R 1623 Main Street N 379160117 3 \• 'r Q / p { t 3 .50 c� �. - (" o G o I 0 1 E 2973 �� PROPOSED z LA )SCAP 1 GHAINLINK FENCE o � °Ok� ° Agawam, Massachusetts N 379108.63 c Issued for 1`�� ~� ® te+Lnnuuts1 E 297729.79 l N 379132.24 (CENTER) ,1 / - - '- - G E 297381.52 O O "� [-�1 ,� Cons ruc> on ski" 11 Wes- � 9x+�tt it.io•..' .,�ar--xan3-..--tee-°__._.- i 0 LOOM THEMED WALLS. PLACEMENT, SIZE GAT OVNN OF AGAWAM AND CLEARANCE TO BE VERIFIEf� N 379108.12 N 379098: BY COASTER MANUFACTURER E 297662.71 SE�1 L1 SEMENT Drawing Title E 2,37312. 4 0 0 ! (CENTER) JENNLSSE.E GAS E30_0K 36356 PAGE 111 (CENTER) I PIPELINE COMPANY PLAt�] 40OK 131 PAGE 5 DECORATIVE , PIPELINE EASEMENT ® a FENCE \ BOOK 10690 C',r'; .=1:T 5111) I 1 a ,I M Layout and Materials J/ m DECORATIVE THEMES GATE ERVICE GATE Y � 1' f STANDARD DUTY P VEMENT E �)UC 3632 PAGE 1 59 T . `-� t _ 4Q.o' / PLAN HOOK 125 PAC 53 �' �� I 11 Drawing Number ' ' ' - _, _•' � � � 1M�t % i ' -•-� ``-r-�� � Bch FWAAP1 _} t CIVILC-5 sn O F A G A 1�J r No.41010 �1v# �E��E.R EASEMENT _ _�___�_.� ._... 1 .��-'BOOK 3632 PACE 15, P BOOK 12�.1 � � __-- - ---- _ _ _ ._ �Y _ - __ w__ s - 4�` � !81@ Sheet of - /� E �3 1 f act 40 0 40 80 5 11 Project Number SCALE I N FEET 0764700 I l (q 0 t j maspringlpmj ects1076471cadlldlconst107647PLOT.dwg J r' f � r � 7.;3 ?: � _. ....�-. --''" 'j\ ' {__) I! l �vn f`)L_.. 7 r`y,,\ ' �.1_ t y ._. _._� �� r, ,` �� ( l !;; ,1\ ! 7 -_ __...,_� .., ].Cl �1 dd 111 t ,' - ` } - 4 E "l , ;3. •J !` .f t3 4tf,f; _.. 9 ! ¢: v ..J X 7�. ).� `�`, + ♦ ti. . �, " �1 r N f X F j r `y'T cf� (1 +. "h Gr';9 � \ ''` `, ? .._._ r �.- rf z_ '!' I x \�.: �� �' r\ P 3 9 ,' r- �. [ 7 7 t' r E.,_, C7 _ r y Y: A 1 93 5 / / ` ; / j i ! l 1JENSC j r FES \ - - � i Iu',',E3 t n X `'� r/ ,, ).,: � f C:f-' �/ ;`'k -/ cs �.\ , € ,� �73. ~ (1` I j <r _ X87 L .•.L; i � ! ' �'`,.J ) O / �> f.. \'5' X 5,6 X c 1 C x7 .. �7 _ - i / } 87.1 X x87,� °� \ r- ;` �,c� c 7 ,� \V x � . . " 7 / x �a :� 7 `` � y ,` ` _ 53,1 if Vanasse Hangen Brustlin, Inc. 3Q.5 X95,8 95.8x x� XIS, �" L F ---- x 72.7E �� .7 i �f 1 ` �\� '` \ ;I� r� r Transportation - \ . - . � )\ 1 -i GRADE TO 74.s Tc �' �\\\ .`\ �� 3A I I{.• 5 89,7 7 3.. t - L. ( 74.4 BC \ \ C� l 94.8 I 9 '6 - ' 1 .. MEET EXISTING : r1 MAINTENANCE .. l_ ; \ l `�` v; i a Land Development x 81 � y 7 1,r_xI . (f A _T > +� I BUILDING ���` \ f X 1 f� " � J 7 �r x53.f7 EIIV]TOrilldlt81 seiViCeS 87,2 x �, i1�\/ \. rt �83,4 r C77 �' / , C71 - �� f __ _ __ 5051rast Columbus Avenue - -'' o �' % X` 1 1 - i ) Springfield,Massachusetts 01105 r)? . �\ ram, 1 r1 1 _^�'C�, - ..B .'� � 1 C) c � •• r- , _ •( ) � , .a1__,I PE `.�o,� 7�.1 Y t�l � ��x90.6 / x �„78.�aa �_ t ,�\ ! �i ' 413747 7113 FAX 413 747 0916 __ x f -b-0; f(SF TRF:'r'S ) %4.1 eq DO 0 ° 0 1 C7 � \ `, 4 X C 55 }; z " Q �i" f /'°,. ' \ R=73.5 \ / � l f 4. a • �- ! 1 UO [3 .-x84,9 ( ,.Z l 1 5 E too 4,(� - _ ! X \�,- � v 1 x 7�,1 x 8` - � -� I / 1�5b 57=� / � � � � U� 90.9 x79, t } .\ \ �e� �O ! ` X74.7 X75, t� a� 91,7 X . -� -�-- t 1 x 7 ,t 7 4 DMH 209 I- 3.a w X 7 ,s 75,5x 1 s 91,8J % 3U,5 91,0 x y� \V--- ( _ x �� / r __.•-� \ x //�/ \ I 1 I 5. / - °; 0 O �' / / 9,p x/6P ` \ `r;'G,? \� (..1 MOD -' _ �+! ; � `. � J // `\`\ � G E / C7 ,7 5�I xt - 76,8x 8 5 _i \ - - r STAND /, .• . r x 5 75.5 1 ~r x75,5 - x x91,3 75,5 X90,8 Q 74,9 7zc90,7 X90,9 ® \ 7 -. x -Y. �� ) �� ; X73,7 X73,Q 7'(' 4,7 �_-��,my -- { - - l \ !t� ( P �,\ - 19.2 V f X7J.. 1 � �- � ! rn CQ� 13i,1 1 75,7x ` X9 0 4 90,9 x 73'X x. 71.1 x72,fi f�=£: - `. O O n ` j 748 EX CB54 _ 75:1x ter) 7 .3 ! x C X 3:9 \ ' { q 75,8x �90, m X90,�z \ �' 1 �v 1 .7 �. X75 `\ �A �___ 74 SUPPLEMENTAL GENERAL NOTES x89,7 � �� c -- `" -� }�._ - 7 �l F �75, X I i X alb °� �� _ r 4,\ 7X6 I ) ` 1. EXISTING INFORMATION PROVIDED -r X �'•} �. �. X 6 �� I HEREIN COMPILED BY HERITAGE SURVEYS, / I 9Q.4 87,8 1 �� ✓ ~� \ \\ F �. / 1 !3 4 b: 1. r �- i j . / - \ c x � _ I I j INC., SOUTHAMPTON, MA AND IS AS I - _/ _-- -•��f/ �X r < 74,1 7` X75- 75 x SHOWN ON THEIR PLAN ENTITLED ,� � � ...ram.-_ ._._._. -�. ,6 ,7 / Cf �- . -, x76.7 !. � � _ � 75,ox I Ic „Ix I TOPOGRAPHIC PLAN OF LAND 1N f / r x89,2 -� ��, �89 \ \ �� -_ ,� j x? ,3 I L AGAWAM, MASSACHUSETTS SURVEYED €3E1,9L. ��c j Cf ,J ENT'' .4.0 x r ` � '� I ,� 73.6 i 09 X - { X?E,�� �, / I \ FOR PREMIER PARKS, INC. DATED c r X86.1C� I Y? .4 i 1 x , _ X {Lr --�� f , Y; JANUARY 5 2001. o n 9Q,1 1 1 \ p(3D l o x X8 ' x%' 5 -F7 75,1 7 f 1 t7� 1 y73,5 � � y �" STAND c� � / ° --" X 7�'8 I i �''�} 2. SUPPLIMENTAL UTILITY INFORMATION ❑ C) 1 r k7 �, - - I ' Y/ / ,r� X 7.6 �,� lr \ PROVIDED BY DICARA LAND SURVEYORS, `.� 7-� ! / f / / s �_� .� 4 �E;i FFE=7; .3 f i 7` ,6X f 1 78,6 �� j / ` ?6:3 ,z . r x74,8 1 i \ i• WINSTED CT. � �' ' 41__ `� I 1 j ' 3. THIS PLAN IS FOR ENGINEERING b w / - _.'_' ._. } / .•`-- .- -// if�G _ `:fx f;, % rF .v.i,�<-'-� x76,.V \� \\\ .-- 0 74.8 •.. DESIGN AND IS NOT INTENDED TO BE I, ! X X 66,3 \� j /f'ifr _ r' rf r� 1:'" r h '� a Q i 1 I x90,8 , 8a5 �'✓ `31,7�t - / � -" ` ,y , ' f�. �' Ex'cB: =i r 1 •\, 7 7 1 / I I ! 1 = USED FOR PROPERTY BOUNDARY LAYOUT. v \ ` /7 j 71,lx r / "\ , ` -,,' x 75.9 X Eo n x ! 1 I / Q ` / � �% - R=7i ', ,%!' >j;\ fi # l� ; '.'_ i'i X 4. ELECTRICAL CONDUIT RUNS PROVIDED x85,3 / f 1 f a x7.3,5 ` x x85,4 �. , 1 ,.�.. 1 � ,r.%•�.�, ;C `\ z l� 7 3,ax ," �:? ram` ' c�`�__ __-- - "''% 1' a� I x c� 1 1 ;I c BY SIX FLAGS NEW ENGLAND ELECTRICAL 11, _ / �- X // 1 / I r f ,� i1�' .y l\ 73 g _._-_...1, (�f� 1 SUPERVISOR. O \, `�};� ti, Y. X76,4 i' X76. r X75,r� UJ `I\ _ f - _ .-, x 75,E L'° �� \ 5+ w-� \ I ! r'/` E �` _ Y,7... %755 76.5 x75. X86.2 x 2,7 ` •. \ 73,6 f - i' RX y$ 2 /` f { r3 75.r S ` /62 X 85,3 /90 . �. �. may"\ X / I �' r3 \ x 75.4X810 O—. = --- 11 CB 203 �. l� \ ` f 75.6u� ' f ! I I F — -- 'I ` 7 SC I OO cxJ j - 6• R=75.7 ,tr�. y Ir) 75,w O \ �- -- 0 �(��� //// vy Y.7E�,3 ir��r /� a" \ .7� y � P EX,DIVIF� 'XI Y I X90,4 ! �� —ti�_ ''- r •` ry rn rr n].fj -7I .� !S x 75,7 ,1 \'y x 7 •1 r^i x` Rr 7!�.$ '� , �, , r� \\ GRADE To 75.4 1 I ! i X91,3 E1 ,r; \ qD x i! r �� l s' ,sue 1~ i ` MEET EXISTING (. . x75,4 178 0 C81249 t x90,8 ! - r �• f�� r � MATCH EXIS NG- __ •�' 11,17 y f + 1;� 7 7a!fIP r ♦ ` GRADE . ` `\ % p4 / X69,0 I C r Allb() 91,6 X / _��' _ ! * / 1 ry . ,� X7`i.7 _ \ 2 / }�,¢R , ® v I / � , ;�'r�`L..l-j r l r L��, r, _}a' ?� X 75, �\ k� - / :� `� � c� � i� ;dl. .7\`' �:!� .. - 7��j� -� ..1_ � � 4,' Y x75.0 ' .t- �T� -� Gc,�, ` �1 _� s,> ,.9 ., bB 20 I ! 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I I 14 s I � CAD checked by Approved by � 7as ec ; LI N� � `�� `-�.�` � �r s_:� �/ �\ 1x t�4.4 �x f �, ', 1804 SF ROOF ���%n x73.4 / Scale 1°-4{}' Date 9/13/01 X91,8 n SPECI,�1L J f � f�' i� U THY - ARE - h ` Project Title x ` R89Q , �� 7a5 Bw FFE 78 X76, i :1 1 '1 r � � X73.6 X 98.2 9LI ��� , e , ;, 77 �I� .,6x 0 , / x7 Six Flags New England � t Z /� I 1 X87.3 - _ �� [ r �� , �o 0 7�1 '_0 , 1623 Main Street 92.2 x o - ♦ r / �'�� c� , I r \� Q• OC7 ] X86,3 1 , I / � Z 9 .2 f X88.1 p x89i1 I Q �� --' 1' 1 r 1/72.7 x �•- � X _` �� 8X6 .d` ` 1 i I ,a I \ / ?� I I I �� \� • / - �X73,S 1 ti k75,2 X72 I �. Agawam, Massachusetts ���� �_ _ 89.1 �` ` ` •\ 78 I I L M M➢LlIG \ 1 ( X 7'3,4 I , v ------ — —- __—-_.___._ / 7 75. Yf D^ 30�D-� 1 7 \._ -_ .. "� 1 ) } Issued for € X92. x constmc-fion /s F _ —•_7 _ _. ..__.-.-- -. .. - - — S41i SI']F.2P _._.scow.=r_._• •.-" 1 a 4 �`. DMH 205 / ., I \ FF DARING 7, I 1_CB 202 1 88,7X � � 1 ` 0 75.8B91 I R' 73.5 (. (`• x �\ x91, f �.'' � 7� cb �` R=763 79.0 i9M� I ` R-6.203 X7 3 i r � OF AG X71, ,% 70,7X 88,5x - x ' �� I -_ I q a ER E:. SEMEN 1 i I ti -� 88,9 1 - ;<8i�re ' DM o4 1= EMI S,oR F' I 5S X72,) 1300 �C.:� � f?C�(,F. 11 8 I 4 i / 7j 4 Drawing Title x89 8x 88,3x 91 DMH 207 rf ; � �� x76, R=7� 5 F�; = � _ 'A11\1Y PL/-\N 00K 131 PA GE 5 TW X95,3 ® ` \ R=a54 i �� 7 �yy,`7g�n.5 Bw `- - ---- -- --,- F'1; 'EIJhJE E:AS ,IIF��i. _ ','2 / I 24 D �♦ 7 ow ----- - -----_ - .` �l {J I� �]t)" i`•.;.:r: - X 6 \ y S 3,8 87,5x \ ,O ' ! �_ `-��-- 78 - -----__-� \ x • r CB 204 7 7 1 x84,4 ��� \ CB 206 x, I,7 I ,f E - R=79.0 .� � � _ Grading, 'I . _f � _ f � Drainage, x13 ,1 a R=77.T l l x8� 7�?,q ��WN O /At.�lh,�f'Jf ���9.6 x69.. � � � 88,5x f �; X91 ---•-80 F3��OK ;���:32 �' 'i,Gf_ 159 ' } ' ` , �, , and Erosion Control ��- - -� X87,6 x871 - _ / M ` CB 20 1 -,L_APJ 3C�C)i / l PAGE_ 53 1 70,1 ( YBF),4 �r -- -I r Z'yZ S f `; R-75.5 / X i 4,9 X 70,7 ` i' X�t3 2f �. \ _ 1 DMH 206 _`81� ♦ / 1 \I 6£3,9 x x 71„ Drawing Number 815 TC 8t`7 TC r Y{Y l l s lop � 4 y. x69,7 X7o.a 71;� ! 11 F A C-6 x8 e' —xe-7%6 - -_.�. ,�_ x86,6 --1300t< '` , a . ... r r '��P. ��E=4vi:f� ,�; �.._ - _- - f L/\N 3t�U x, 6,r_ - 6 8. x \�'- __ C �8 _ �� J r 1 � 5 i � X 7�3,1 �` , -�_ _. - � 1 �a3,� �r;� t � � �. Sheet f 6 . \ _ 80 x84.6 / PLUG AND\ EAL END - _- 1 r ' 40 0 4� x86,a LOCATE WITH SWING TIES — -- -- - - -_ _ ��` \ - - Project Number FROM 4 5�Rt1CTUR 9;3 ._._ --_ -- __-- / f I SCALE IN FEET Cl 14/0 � ) E�9,5 1 ___ _.____ = \ �•/ 0764700 maspnng\projects107647\cad\ld\const\07647PLOT.dwg Uf 87.3 P x 0 / 7 91 N L1 xP19 -:7 J X0 7610 ------- A\\ X1 x A 73,3 x x 3 74.9 IjENSL I REES o 71 x \I V1 8 70V X 732 X87.3 I -7 41 0 �._- 75 T V /2,6 x A 5-b X6 \ h7 2 Vanasse Hangen Brustlin, Inc. X95'a 95,8X W x )<77.2 X72 Transportation U 4, 89" X� '9 f­ BUILDING Land Development 0 -4 742 X MAINTENANCE x 8 9)..4 Environmental Services TOP I3F EXISTING SM 6IJ TBM 8A x x X772 75.D H 2 ELEVATION 71.22 V.. .- - - (_71 I.Y' X92,9 X73_3 505 East Columbus Avenue X98.9 Springfield,Massachusetts 01105 C) ITF LV5 IV J, 413 747 7113 •FAX 413 747 0916 R, X 75Ps \ ;\ r : V 9 0A 'A k: U 74, CIS HV x Gk7r. E NS E I'R' ES Hv5 COMM T 71 A� x 91.2 77,0 '7 A 7 4, y X9L5 x/11113 §) ­J T7�,-_ 0 3r W 8_�o 11 ri 0 0 Ou EX CB 55 y 0 "u" X R=73.5 P Utl 206­­--- E�P N%JL V FVZ 1 65,30 0 UO IL;�, IXD 7 D. X 6 A w DMH209 0 91,L" X X 75 75.5,X\\ x x 71A DMH 209 y x _w, R=73.7 00 1 5E" 44 79' D 'L`�"'t- '� � � �� /�' i �-..� �`� i � \ '�,, I=66.4 CB 54 x 0 I=68.9 CB208 D 5 U 1766.8 CB 55 X761b 5 C) __C) FOUD x 76A Td c) C) 7 4.5 Uo x .0, x G4 L x 0 >1175.5 75.5 CIS x HV4 0_ 7 X9019 2. '73.0 : :- -- I 1�' <� \ � 'N 75,7)< F J W4 H V13 �W4111 C, nt x90,8x9L3 (P < IS X75,2 q '7912 x 9 @ 1J UV x y 71.1 ra 0 0 782 @ 74,8 EX CB 54 /51 x 60.5 /III I R 73.5 ------- x 75,9x�P TUB_ X90.2 @ 75 7 7 X7 X7 CK EA 75.3 x SUPPLEMENTAL GENERAL NOTES X89.7 1. EXISTING INFORMATION PROVIDED i x V SMH2 HYD HEREIN COMPILED BY HERITAGE SURVEYS, 90.4 R=73,5 8 7.81 r -r INC., SOUTHAMPTON, MA AND IS AS < J X� 1-642 EX 75,6)/, 7�,6 I=615�5 NEW x 7 5.3 SHOWN ON THEIR PLAN ENTITLED 75,0 [Ln_64 90.7 xt x7C N 1XI "TOPOGRAPHIC PLAN OF LAND IN SMH1 x X892 (RLSET EXISTING.. GRA-11E. _J, X­ - A AGAWAM, MASSACHUSETTS SURVEYED W FINISH GRAOE---­� x"76.2 �WEW FOR PREMIER PARKS, INC." DATED X6611 X,7 x if " U 73.6 x E- Ux JANUARY 5, 2001. 0/ -714 x (57 -0 9 9 ox,9 0 1 xe 4 ��79 1 - F 0 13- 7 5 703 X73 5 STAND V x 2. SUPPLIMENTAL UTILITY INFORMATION ibi 0 D /'I,"c-X X'776 SF 3:0 Y 1�) '15.6x PROVIDED BY DICARA LAND SURVEYORS, ?:3 A IS 3\ P4T X7_4 8 WINSTED, CT. 0. 0- 1 3. THIS PLAN IS FOR ENGINEERING 7t \ � / �r / 1 t \ \ is {, %4,3 ,' •l , 7 .5 DESIGN AND IS NOT INTENDED TO BE x X89,5 X863 rr" 71.1 Ex PB L/ Z=74.3 /A q 11 USED FOR PROPERTY BOUNDARY LAYOUT. = I 1 -1 - I mii6 x x R 75.2 7 5.. 9.7 Fq D x Z_ X85.2 00 ._J 4. ELECTRICAL CONDUIT RUNS PROVIDED 72:16 1 16 X85A X73,5 \ry 1_113 . I I 11 �5 BY SIX FLAGS NEW ENGLAND ELECTRICAL 70 73AX / x I x I=69.75'i(GtJT)-,' x 73�8 C SUPERVISOR. X X 76, < -7 J2 I k' 'POSED MODULAR > X76.4 0_ ETAINtG-WA1 X 7 5,(101 7 x 7 E X86,2 X85.3 X82,7 VR=71.5 i` / X 7 �4 / j I Z OUT 6 CB 203/ 1(�75. I-tj R=75.7/ @ -<4 vr--- I=7Z4 WOO 11W I ! in x X90A R;=74.6 �j�, E..cc T6 STING GAS MAIN-" A 1.1, M 1=69.8 DPH201 783 7 X91.3 x X75.4 e _Zfll I S 209 X9110 i /' (D G I-_ 1, . )I - STRUCTURE CHART X90,5 209 0/wi 7 10 1). 7 3.0 STRUCTURE NORTHING EASTING 91,6 X R4? LIN X75,7__ PY x -15,C � ; I / o X S LV 379190.34 297362.47 Y 7\ �- o \00 379245.06 297512.53 LV 2 C .20 H3 Ll W x"Ri/ X75,0 LV 3 - $M y, x x '7�L\IA 4130.81 X 7' R"7&0 7544.19 -91.5 �v x 91 7 `ES209 Z c LV 4 379541.09 297627.92 I_76.8 1 � I i " - -Itl!� - PLU(;)PLUO) < C LV 5 379668.32 297717.32 thd , I I _­ i I - I:111h4l, EX IOU' I K�_ - _:�PbDo� " M YA 3�1 C3 LV, tL. Ationd mmey bIkIrmation 9/10/01 JJF 7/Ai , I - )�9 ,/�.- _-t, �_�_ , , ... / , . �/ I cIr X69-5 7x! XQ1611 X7191 __ \Z, CQf 2Q1 V/91.4 K=� LV 7 379316.19 297653.06 No. Revlision Date Appvd, C11 0 DMH'201 y DMH 208 V1 R=IS. 297453.39 X74.4 R�=85.0 74 f', 1-702 OMH202 Designed by Drawn Checked by HV 1 by JJF MT X91.�N�_76.0 CB209/ I - F, 1 Z,70'2--CB201 379222.06 297461.15 I='8,6 -DMh Nz- T=JI'01 DMH119 �x CJ 379169.95 297459.23 CAD checked by Approved by -S 7RLE QUE X I 7,T4.15 DW267 Jnl, E) U 3.4 HV 3-804 S ROO. 9/13/01 SP ARE RJP� HV 297653.70 Project Title x kv HV 5 379660.78 297727.50 'i \ \ I . X73,6 GL \ - X76.21 D 92.2 91.1 x 7' H�2 Sx HV 6 3796VV=Z:. x 8&0',,D 208 X� V_ I 1�\ 0 tuu_ lufull.V1.) 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DMHV 8 297263.43 2 WASHDOWN LINE 1 or X Ii74. 24'D I - CTI N -r-73.91 DMH206 24"\Q�_ 1=71.7\ QMH_ . 9 + A DMH 209 379547.92 297640.79 87.5X X C13 201 379209.52 297761.25 X84AA) GB CB 206 X717 :R=79.0 t CB 202 379148.92 297700.70 .1=72.8 DMH205 a- R=77. CB 203 379244.92 297575.67 Utilities 0 78.4 TOWII-� OF /AGAWV49.6 x8W J01 1=74.8 DM BOOK 36 'v PAG�E 159 CB 204 379118.27 297412.68 X87 6 X87.1 Q I C3 CB 20 CB 205 379106.09 297462.44 R=75.5 70,7 x 9z, 379044.04 297519.14 I=70.9 CB 206 52 JQMH 206 X86.4 -A E13 PQ L 1� B001�.` 125 Pi--f-31 53 0\ .5 x 74.9 x 1<�9.3 S1111 1 C13 208 379664.20 297722. X7 7.3 Q 68.9 x \ I*,73.2_.:M2(YT CB 209 379277.16 297379.22 Drawing Number I=74,3-CB 206 x S 209 379256.61 297407.78 I!!�ij&2 STUB W'; ,--/CAP STUB • IX72. Y 70.5 B 67.3, JZI34, -- 1---731t_.DMH.. X69.7 I- --- SMHI 379416.25 297711.72APPROXIMATEtI �J LOCATION FUTURE SMH3 379222.10 297399.09 X86,6 PUMP STATION INN P F A GA A L VVF R ASEkl . r.n, NOTE: NORTHING/EASTING GIVEN TO THE C-7 ---BOOK 3r:y-z2 P�-GE 68,5 151" PLAN E30() 68AX T x CENTER OF SYMBOL SHOWN ON DRAWNG CIVIF 1�3�0 - - G E 53 X78.1 6 9.,3 No.41010 Sheet Of 7 X70.6 \ - 11 19T 7 X88.4 1=73.7 E 1\ C 40 0 40 80 11 LOCATE WITH SWING TIES ........... - ----•--------- /� X84,6 PLUG AND AL END 6 Project Number X86.8 FROM (4) STRUCTURF,$�,�,-6 SCALE IN FELT X85A3 0764700 Cn 171 X ' X87,9 X013 maspnng\projects1076471cad\ld\const107647PLOT.dwg _-- � t y � I € I I ! I • � � ��• 1 � }} 1 IIIIIt I111it — a f7 ` + 1 I I' •-"Y.i-i�` t L; '1'-,\ ikl";♦ 3 I I I• „T `_ C�\,, C_` �_. '�. , 4 j / r • r. � � � �-- �_ ___._ �._ ...__. _. _--- . _ .__--_n.__---._: _ -_-_.�-. .__ __ -_ �__ __ _.- --_�. __N____.___ __� � �. _- - .___ ___ _� _�. _ .-�m. __•�__L ��__ ___. _. �, � �•`s � ��Y_ �� �_ ,� � � V ranasse Ilangen Brustlzn, Inc. j � M !I �1{ #T #I �#` if { � I I [; _.t�� � � 11- r � �• \�-'�� � � / �_ \ rl ' � ACT-(, Transportation Land Development Environmental Services S�g�e d+ .�.__ 1 , � �L> 505 East Columbus achusetts 01105 i} 1., 1' 1 � `� �� 4 1 � 4137477113 •FAX 413 747 0916 - --- \A -14 CO I iLl iij i AA ZEYMAP SCAM 1 12 2� #t4 12 7 2 t T \ 100 \ r ?5 27 12 }f \ fW B1 01 1l _ ( ti Ndf= 11 102 i 9 25 i 7 1 1C? tlJ u. /J ! r� �} Fq ` \ ty {.ti.i I I • 4 �r_ f ! , 7 kT! 6 1 \ � LJ/J I - # - - - - - - - - - - - - - - , 03 9 25 z7 ' 12f4�WF B1 89--125 I1 STOPSIDR - 1 -._ t3ARS , •� ,_.. 2 \' —E EXIT 25 Q7771 i2 p , 4<F }440;J J1^1F Q F}`i ca W/ ARROW 't •:4 — 123 LiLL L_ 'I f • � -� j . � � 1 � ��� 4� .��4 �'F B� 122. 89-121 ! 4 1•�1 I I f � � (.mil� Y' � l �1 �- ' I . 1 / I � I/ ' �� •f�`�1 �4 1-1 04 / E� . [)8 l No. Revision Date Appvd. Designed b Drawn b Checked by 9 Y YJ B/o E�by JJF _� r s., �, ��_� \ �_•__ � � ;r_ � _ !� } 1 - � � � CAD checked by Ap. Date 9/13/01 WF T--14)fi Project Title a:FA T L 4F Six Flags New England • \ � ..,ra.=.I� �- "-w , ` -f �t�` --.1 _- �f l 1� �I1�� WF� F 1 111 • , � } '_-= �'�.,.,.\. � �� t42fr - � � , --•-� - � _ � , 0, Y 1623 Main Street 08 04 VF t- 17 1 _.�.--- _------ � �`'�.b..t-,� �\ \ � ��.:•'.ti. � ,� � •, � Va B2 �i, - #1:1�1•-111 i / GdF r3 112 � � �� .,,p '� -, •:�. , _ 1 � , � � �, �-. . __ _, ,. / Agawam, Massachusetts 28' ,�"-•- -n.,��'.,�. � � } ,��� ` � � I�G ��fi Issued for Constmcdon \ � �4 �--�"`- � � '`- �{.,`�, '; ,„� � t;= r ea�:sr l�r \ � • '� ', 4 l'- ;'f• _- s- - } l �' -.._.. Ell 11.E =. * -115 Drawing Title ✓ �•�-.'- � _ �-` _.a-�. '\ `��^ � \� �-�`ti...� \� �� � 1 t_..T.�.—. �l � I //,�i -�`ir'1F E31 1 6 �� ------ -____-------___.__--_-� _..__-� ; , .- � 8; Reciprocal `�,—,�- .�- -- �MM1r.,,�-r„� �..rr�"`r.`}, y � ,__1 � Q � } � .• � 0--��, � � ` -_ _ _ - _ -_ _p ---< �-------'--_--_--_'-----�-.-....._.__.------="---- -� a` � // ;! � f ` l�s�; F 1 18 h B1 118 Parking g oao n 4V �� Li �� n na �� � � � � � r-,.?•w��-��L,_:,--f_ ��,-r`'-�,' YR.�;� .. ttt \� �-��• �•�—'_�_��_ti / I � �'..-�:._ 9 a 4 - - �avDut �o ® , ° = �° - -=� -� `��� l } / n � _, �` >., ` -- _ ! _ f�i / �� ` F I� - 11z TOTAL NEW PARKING SPACES ADDED: 85 SPACES 0,T� ET Drawing Number -,VVF 1 12 - 8 X"J. C r- � 4'V 1 121 ... �}010 Sheet of S 11 WF B 1 1 i 1 e�if8 Project Number I _.� C.? I �rr� �F.> ;�ncw: t;>.s r� 60 0 60 120 � � �`-1- - I �' ,� , \•_ 8 t' '�.�y4 0 \ ` ( l� 0764700 1 �rrF' Ei i i�� SCALE IN FEET AT I y _ ___ ___ __._ _ _ _.... .__ --- � . -` � i - 11MASPRINGIPROJECTS1076471CAD1LDICONST107647RPL.DWG 30' DIA. NOTES: ACCESS NOTES: Vanasse Hangen Brustlin Inc. NOTES: -- NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. _ - 24" DIA. 1. ALL SECTIONS SHALL BE DESIGNED 1. ALL SECTIONS SHALL BE DESIGNED FOR N 1. ALL SECTIONS SHALL BE DESIGNED FOR ACCESS HS-20 LOADING. 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. HS-20 LOADING. Transportation FOR HS-20 LOADING. ______ FOR THE FULL DEPTH OF THE STRUCTURE. =3- A 4g" DtA. M ANHOLE " Land Development 2. PROVIDE "V' KNOCKOUTS FOR PIPES N ° 2. COPOLYMER MANHOLE STEPS SHALL BE WITH 2" MAX. CLEARANCE TO OUTSIDE ---- INSTALLED AT 12" O.C. FOR THE FULL 3. PROVIDE DE KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE 2. COPOLYMER MANHOLE STEPS SHALL BE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. AL ���ATF,TOP. SLAB INSTALLED AT 12" O.C. FOR THE FULL Environmental Services OF PIKE. MORTAR ALL PIPE I I DEPTH OF THE STRUCTURE. DEPTH OF THE STRUCTURE. ---- ' - - - CONNECTIONS. I I, 48" DIA. (MIN.) J I 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE (STEEL REINFORCED FOR HS-20 LOADING) ALTERNATE ECC_ENTR_ICCONE SECTION ` L �I� 3• PROVIDE "V" KNOCKOUTS FOR PIPES WITH PREFORMED BUTYL RUBBER. 3. ALL EXTERIOR SURFACES SHALL BE GIVEN 505 East Columbus Avenue 3. JOINT SEALANT BETWEEN PRECAST ALTERNATE TOP SLAB 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. FINISH TWO COATS OF BITUMINOUS WATER- SECTIONS SHALL BE PREFORMED BUTYL MORTAR ALL PIPE CONNECTIONS. 5. DRAIN MANHOLE FRAME AND COVER SHALL BE SET IN FULL GRADE PROOFING MATERIAL. Springfield,Massachusetts 01105 24" SQUARE RUBBER. MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR 8" 30" DIA. 8" 413 747 7113 FAX 413 747 0916 m ? - 4. JOINT SEALANT BETWEEN PRECAST SECTIONS (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) � y ACCESS 4. JOINT SEALANT BETWEEN PRECAST SECTIONS ORENING�TYF?. 4. CATCH BASIN FRAME AND GRATE SHALL BE PREFORMED BUTYL RUBBER. SHALL BE PREFORMED BUTYL RUBBER. j SHALL BE SET IN FULL MORTAR BED. FINISH 6. STRUCTURE SIZE TO BE MIN. 48"x80" INSIDE r GRADE 8" 24" DIA. 8' SEE i 48" DIA. MIN I ' ADJUST TO GRADE WITH CLAY BRICK 5. DRAIN MANHOLE FRAME AND COVER � 5. STANDARD SEWER MANHOLE FRAME AND AND MORTAR (2 BRICK COURSES ACCESS SHALL BE SET IN FULL MORTAR BED. 24' DIA. CONCRETE N0� 5 -------- COVER SHALL BE SET IN FULL MORTAR TYPICALLY, 5 BRICK COURSES ADJUST TO GRADE WITH CLAY BRICK AND ACCESS COVER -------- BED. ADJUST TO GRADE WITH CLAY BRICK ALTERNATE TOP SLAB MAXIMUM 5EE MORTAR (2 BRICK COURSES TYPICALLY, WITH HANDLE AND MORTAR (2 BRICK COURSES TYPICALLY, FINISH ) NOTE 5. Y' _ ; 5 BRICK COURSES MAXIMUM) z I'� n 5 BRICK COURSES MAXIMUM) FINISH P m GRADE 5. ALL CATCH BASIN LOCATED WITHIN --�- F < �8', 24' 8" PEDESTRIAN AREAS TO RECEIVE a W-`W"` GRADE 0 �J HANDICAPPED ACCESSIBLE GRATES. z a a . N �0 d' 4 a FINISH z CL STEPS, SEE SEE !2 0 ¢ GRADE 0 z ¢a NOTE 2 a . I NOTE 4 '= F z W o W ::..::: .... C.7 .... - U W LLI N a a STEPS, SEE { ----------------- SEE NOTE 4. U O ¢ ,d O �- NUIE Z. SEE NOTE 4. .. a F z m O N 2-16" CMP EXISTING to Q 0 g - REMOVE FLARED ENb SECTIONS -' ---- - -- b cr Z id 48" DIA. MANHOLE W� �`� ' AND PROVIDE EXTENSIONS AS �_O W U Q ' SHELF TO BE CONCRETE SHELF TO BE CONCRETE r x SEE NOTE 4 z w ¢p ?: REQUIRED TO MANHOLE FORMED AT A SLOPE OF 0 z E- FORMED AT A SLOPE OF g w 4 _ 00 w z °i 4 48" DIA MIN. 1" PER FOOT. �y 1" PER FOOT. in ¢ . . -----------_�__ `• 0 V) SEE NOTE 3 W 0 W ( W z [� 48" MIN.) FLEXIBLE WATERTIGHT N 0 W GASKET OR SLEEVE 48' DIA. MIN. OUTLET �0 � 0 u1 UJ ¢ 4. W ¢ Q z .. - -'-- --- OUTLET y _- _ _ ---�_-__.�.. _� OUTLET U z OUTLET v - DIA. DIA. z U LLJ zo W DIA. -4 VARIES VARIES LLI cl� 4. 0 :='r_ DIA. iR INVERT ----- VARIES v o -- _ 0 0 -- - zo uwi 12" VARIES to ¢ w DIA. DIA. -¢ f%" ..} ,>r•,- VARIES O N .` `-•s' .::a; VARIES W ti: k .� m TYP. .a o N 12" 0 N 12" D.` p...o.. a.. R 6. a... M o a 4` o. ¢, Dv Ai 00 M 12' COMPACTED d o' U GRAVEL o .o '.'a'o°• °:.:. _. -.p a.,.: .cs.-".,.$:. 0=.:6. 00 :' °'>.0:4:'`.::,_:'' - :gip? :.,$ r\ r, i, r,./i�. �° / /� \i\r• �W it /66 1::p.:.Q'b o�':' c %:� ° o¢ 0 N ;�.: a. o°o BRICK CONSTRUCTED o $ - Q.o .4�� SHELF TO BE BRI ARCH INVERT TO BE O Q;.Q°o. a ° o �, ,.' _ ''., 9:. g� : }{� ° Q o LAID FLAT AT A WITH CLAY BRICK LAID AS W U. °.. . --.:d�."-.a::°.'� t:. -M:-...�,- 4=:.-:4:.41 '.$]o` _ ",�.�14'{V d'o,:..�`O i0.off....°.;._°. o..•. .:oy.o`.,v.- �_'.'�?'. : mac: COMPACTED m 12" SUBGRADE /i�/i� r�/��//i`//%//� .�//�\/ \r, > • r r�/,�/� ����/\ SLOPE OF i"/FOOT STRETCHERS AND ON EDGE. ( ) 12' COMPACTED BRICK CHIP AND ° CEMENT CONCRETE INVERT CEMENT CONCRETE INVERT GRAVEL MORTAR OR CEMENT '. ' Q•: r a ro. CONCRETE FILL 12' COMPACTED GRAVEL 12" COMPACTED GRAVEL COMPACTED SUBGRADE .° .df0.'•:b ::�. COMPACTED SUBGRADE COMPACTED SUBGRADE Catch Basra CB 9/00 Drain Manhole 9/00 Special Manhole 6/01 ' ( ) Sanitary Sewer Manhole ( MR) g/gg N.T.S. REV LD_100 N.T.S. LD_115 N.T.S. REV LD_715 N.T.S. LD_200 5' 1-1/2"x 1-1/2'x 4' WOOD STAKE (MAX) I OR APPROVED EQUAL I I LIGHT POLE CATCH BASIN GRATE 1"x 1'x 3' WOOD STAKE, PROM (2 PER BALE) 1" REBAR FOR AS FURNISHED BY SILT FENCE SILTSACK BAG REMOVAL PAVED AREA LANDSCAPED AREA POLE MFG. II LIGHT POLE BASES COMPACTED COMMON FILL/ IN PARKING LOT TO " GRANULAR FILL ORDINARY BORROW BE PAINTED YELLOW QNo. Revision Dale ppvd. z¢ ] #3 TIES 12" C.C. Designed by Drawn "JAB/JET Checked by JJF Ld - W yQ1 =I Q CAD checked by Approved by N ''/ w _ 4- VERTICAL-EQ. SPACED 7 o 4 ° /� DEPTH AND SURFACE cs 10 ,�\/'e o . / TREATMENT VARIES ¢ scale N/A Date 9/13/01 PLAN VIEW \ ° ° ¢ o FINISH GRADE � da �$ ° Proyecl Ti tie WORK =- \\/ ° a ° \ DEPTH VARIES Y\ `\`\T\�\ �j�� , : - l�l�l�� ��:�`�'/. SiXa s New En lIld AREA r STAKED BALES //o CATCH BASIN GRATE %�\j e o { z BALE TWINE TO BE ¢ i/� ' ° ° WARNING TAPE 3 N CONDUIT SEE ELECTRICAL FLOW PARALLEL TO o � ° ° o °� ° \ (WATER ONLY) w 3: PLAN FOR SIZE GROUND SURFACE1623 Main Street SILTSACK t i/ -�. \` o 0 4" COMPACTED ➢n .o:cs �'='° m W EARTH MOUND �/ ¢ m GROUND ROD CONNECT FLAW FLAW o cv og4�°:.;a,o. .: .. ki::P:;' 6 COMPACTED J / .:o:...'. ':iz_.:p:':gi� TO INSIDE METAL POLE PROTECTED . 0 W �\ a a:;,. : BACKFILL AREA ¢ ¢ ,�, 0 o a TOP of a • ° :�Q " -a_= . : �� �- Agawam, Massachusetts GROUND AND TAMPED HAUNCHING U / Pr.: . O O �, Issued for TO 0090 •4 '� EXPANSION RESTRAINT z /, i�/�l % v o / ° C0115t�11Clon iA I_ \% ° 4" 8" (MIN.) SECTION MEW co ( ) COMPACTED %�/ /j // �/\ BOLT LAYOUT .' SUBGRADE COMPACTED OR \. �� \, .� �.�\. . do MOUNTING I 1' (MIN.) STAPLE UNDISTURBED 2'-0" (MIN.) PROCEDURE AS B SUBGRADE NOTES. PER MFG. SPECS B A SECTION F'1.AN Drawing Title 1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN A BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE NOTE: STAPLE IS PLACED AND HAY BALES HAVE BEEN REMOVED. PIPE BEDDING AND BACKFILL IN NOTE: LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO WOOD STAKE 2. GRATE TO BE PLACED OVER SILTSACK. DETENTION BASIN BERM SECTION CHANGE BASED ON FINAL POLE AND FIXTURE JOINT DETAIL TO BE CONSTRUCTED WITH COMPACTED SELECTION AND GEOTECHNICAL SITE INVESTIGATION. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND LOW PERMEABILITY CORE MATERIAL Details CLEANING OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. NOTE: MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER (100' O.C.) Silt Fence/Hay Bale Barrier 11/00 Siltsack Sediment Trap 8/99 Utility Trench 11/00 Light Pole Foundation Detail 8/99 Drawing Number N.T.S. LD_655 N.T.S. LD_674 N.T.S. LD_300 N.T.S. LD_310 �OF JOHN J. FTIMAN C-9 CIVIL v, No.41010 Sheet of Pro I f ,nly 0764700 ct her a/1 L1 f OV.,t1 11Maspringlprojects\076471cad11d1const107647DETAILS.dwg Vanasse Hangen Brustlin, Inc, 1 Ih" BITUMINOUS SURFACE COURSE Transportation 2 le BITUMINOUS BINDER COURSE Land Development o D o O D D oa O D Environmental Services D D a D o �� o D D 00°O 13 o o a o 000 ° O DO ° tl ° ° 12" COMPACTED GRAVEL BASE COURSE SURFACE 505 East Columbus Avenue CURB 6" 6" CEMENT CONCRETE a° ° a O O a °a TREATMENT sip Springfield,Massachusetts 01105 o ° 5 ° o o VARIES 2" RADIUS (TYP.) CONCRETE COLLAR ?" CHAMFER VARIES O o q ° o ° p o O 10' PLACE AROUND VALVE 413 747 7113 FAX 413 747 0916 FINISH W.W. MESH °o$O o a ° o 0 0 o O a O w°O 0 BOX PRIOR TO FINISH X-� O GRADE PAVING. SEE CONC. < TOOLED JOINT \ ` \ \�\ \ \ \ SLOPE BITUMINOUS COLLAR DETAILS to 1.5 % MAX. VARIES CONC. PAVEMENT 6" 1.0 % MIN. a X o- COMPACTED SUBGRADE (TOP COURSE) ASPHALT '>s ... . q 'X a o Q a o . . 'a °, ' I? BITUMINOUS \�/ ° 0 0 o g CONC. PAVEMENT ASPH T PAVEMENT " o�o° �/ / ,//i/jam/// .� �\ \ . , (BINDER COURSE SEE DETAIL o C/�8" COMPACTED \/\ VALVE BOX d' ° GRAVEL o ° 6*VA MIN. WASHED OR o $p o ��\ O °O o BROKEN STONE COMPACTED �f�/ 00 80. .0. o O o ° ° p° p AROUND HYDRANT \\�\\ Q p ° o ,° O °°°° ..0 °° DRAIN / �1 SUBGRADE i / Oo 0o° O °v° o O°. o �j o °O Oo 800 0 \,� o S 0 o o O o o „ SECTION i\\i�\Y� ° ° o ° C] o O o. oo ,, O aoo h L 1 �h" BITUMINOUS SURFACE COURSE \ ° o ° PO' 0 °° o0 0 0 0 °� ° ° g° o° o °°a ° 1 th" BITUMINOUS BINDER COURSE \�//\\j 0° 8° O ° o o ° ° O° 8°0°° t 1ELDLOK D D o o ,(O o o° °O °0 GASKET O� 0 0 o q D / °O °� O oQao ° ° O o�0a go° °o O p o00 00 0 a p EXPANSION 0 o O 0 4o D 0 p 00 0° \\//\/ ° O PE D.P NIPPLE o 0 o a 0,90 NOTE, wHEN HYDRANT Is JOINT SEALANT O D , a WHERE WORKING SPACE 1S LIMITED, 0000 0 ° o o ° � - \\ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \ \ \ ` \�\ \�% \��Y �\ ON THE END OF THE LINE (AT FIXED q° o DO °0 12' COMPACTED GRAVEL BASE COURSE r1/\il/ l//�`�/ �/�. /// /��/�/ /�/ //� /�� /�/�/. /�/. HELD Lac GASKET" AND APPROVED BY D.P.W.. M.J. SHOE LOCATIONS) u °O o O 8 O o O O(off° REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO BE USED HERE NOTES: ag q ° ° ° ° ° O ° RE R OF PIPE ARE ° o o O o 0 0 0 0 O O$0 0 REDUCER). {PRIOR TO COMPACTED 1. PROVIDE EXPANSION JOINTS �/ GRAVEL BASE AT MIN. 30 FT. O.C. WITH PRE— MOULDED JOINT FILLER. . .'1/2" COMPACTED SUBGRADE COMPACTED CONCRETE ° c� o SUBGRADE 2. PROVIDE CONTROL SIDEWALK o. - 0._ JOINTS AT 6' O.C. 1/2" PREFORMED o SST ,. DA�b DIRTY FLEXIBLE PAVEMENT 3. CONCRETE FINISH AND COLOR EXPANSION JOINT NOTE: TO BE DETERMINED BY OWNER. BLDG. FACE OR ALL CURBING TO BE MACHINE EXTRUDED FIXED OBJECT 4. CEMENT CONCRETE SHALL BE 4,000 PSI—TYPE JOINT DETAIL NOTE: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Monolithic Concrete Curb & Sidewalk (MCC) 8/99 Bituminous Concrete Pavement Sections 11 boo Bituminous Curb (BC) 17/00 Hydrant Detail (Agawam Standard) N.T.S. LD_421 N.T.S. LD-430 N.T.S. LD_406 N.T.S. i i i i TIE WIRES TOP RAIL 2" DIAMOND MESH FABRIC TEES BENDS CENTER RAIL TEES L, TEES Lr TEES L, TEES L, BENDS L BENDS L BENDS L BENDS L 12' 6'x6'x6' 13' 0' 10'x10'x6' 4' 0' 12'x12'x6' 7' 0' 12'x12'x12' 33' 0' 6' 11 1/4 2' 0' 6' 22 1/2 4' 0' 6' 450 8' 0' 6' 90° 1$' 0" TRUSS ROD 8'x8'x6' 10' 0' 10'x10'x8' 16' 0' 12'x12'x8` 13' 0' 8' 11 1/4 2' 0' 8' 22 1/2 5' 0' 8' 450 10' 00 8' 900 24' 0' 8'x8'x8' 20' 0' 10`x10'x10' 21' 0' 1 12'x12'x10' 22' 0' 10' 11 1/4 3' 0" 10' 22 1/2 6' 0' 10' 450 12' 0" 10" 900 29, 0' L,.=TOTAL L�nI XTVmI rDW''Im"8 LAN E HER smE IF TEE n+THE Rink 12' 11 1/4 3' 0' 12' 22 1/2 7' 0' 12' 450 1 14' 0' 1 12' 90° 34' 0' No. Revision Date Appvd. PROPOSED FENCE KPH 61A' °RMIPADED' ` '" 41 POST TEES - HYDRANT BRANCH Designed by Drawn byJAB/JET Checked by JJF TEES L,. TEES L,. CAD checked by Approved by PROPOSED FENCE U U 6Tx6'�c6' 20EES L0' 10�x OSx6' 12'r0' 12`x12'x6' 10' 0' 8'x8'x6" 15' 0" PICKETS ELEVAIIQN L,.TOTAL LEM-M BElVEM F=T JaIPIM aN E1T1Ea SI E[IF TEE INTHE RUN. L scale NIA Date 9113101 L, L Project Title Six Flags New England TOP RAIL FENCE FABRIC PLAN 1623 Main Street o V) I CORNER, END OR o Agawam, Massachusetts LINE POSTS I CENTER - z F=_ l RAIL n o � �J� REDUCERS LEGEND g ' ' o PIPE REDUCTION SIZE L - - Issued for i" WA§H _ o WpZ NOTES: FIN. GRD. �``a PLANS T � �� Q' ® THRUST RESTRAINT onstmetian 10 TO 8 21 0 ® GATE VALVE 1. SIZE SPACING AND TIPS OF VERTICAL PICKETS TO MATCH EXISTING. , NIOTESI 8' T❑ G' 21' 00 k I, 0 2, POST SIZE AND TIP TO MATCH EXISTING. M =I THE ABOVE CONDITIONS ARE BASED ON THE FOLLOWING MINIMUM ASSUMPTIONS. L"PMXM raEa 610 IIXUPAICA PRE l.ENM CONCRETE FOOTING � � IF CONDITIONS DIFFER, CONTACT TOWN ENGINEER BEFORE PROCEDING, 3. FENCE CONTRACTOR TO FIELD VERIFY SIZE, SPACING AND STYLE OF (3000 PSI—TYPE 1) 11 A. DEPTH OF PIPE IS GREATEN THAN OR EQUAL TO 5 FEET. EXISTING FENCE TO MATCH PRIOR TO MANUFACTURE OF NEW. 'D B. FOR HYDRANT TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 7.5 FEET. L Drawing Title FOR TEES BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 18 FEET. 10" DIA. ® LINE POSTS C. LAYING CONDITIONS AND SOIL, SIMILAR TO THE FOLLOWING (TYPE 3)s OR 1'-4 * CORNER, `� ` tightly consolidated soil PULL OR END POSTS —_ 4' min loose soil Maw_ NOTE: PLAN GATES AND HARDWARE TO SOIL SHALL BE OFi SILTS OF MEDIUM TO LOW PLASTICITY WITH SAND OR GRAVEL. BE AS PER MANUFACTURER'S LL < 50, 25 — 50 % COARSE PARTICLES Details SPECIFICATION. Decorative Metal Fence 12/99 Chaim Link Fence 12/99 Thrust Restraints-Field Lok Gasket (Agawam Standard) Drawing Number N.T.S. N.T.S. LD_480 N.T.S. OF J. — 10 Fl#1ldIAN CIVIL No.41010 �'4�� Sheet of 10 11 Project Number 1 0764700 , \Wmprmg\projects1076471ca&(I\CONST107647DETAU S.dwg Vanasse Hangen Brustlin, Inc. Transportation NOTES: Land Development Environmental Services I. ALL SECTIONS SHALL BE DESIGNED FOR ROUNDED CONCRETE CAP HS-20 LOADING. 505 East Columbus Avenue 2. ALL EXTERIOR SURFACES SHALL BE GIVEN Two COATS OF BITUMINOUS WATER- Springreld,mmsachusetts 01105 CONCRETE FILL PROOFING MATERIAL. 413 747 7113 •FAX 413 747 0916 3. JOINT SEALANT BETWEEN PRECAST SECTIONS 8 SHALL BE PREFORMED BUM RUBBER. e.: 4. STANDARD 30-INCH SEWER MANHOLE 6"DIA. STEEL PIPE FILLED #4 ® 16" FRAME AND COVER SHALL BE LOCATED �< 4000 PSI CEMENT BOTH WAYS OVER TEES AND SET IN FULL MORTAR BED. WITH CONCRETE PAINT CONCRETE (TYPE: II) (CENTERED) 3 4" CHAMFER ADJUST TO GRADE WITH CLAY BRICK AND COLOR SELECTED BY ARCHITECT MORTAR (2 BRICK COURSES TYPICALLY, 5 e a BRICK COURSES MAXIMUM) ° BITUMINOUS CONCRETE 5. ALL PIPING SHALL PVC. ALL INTERNAL PIPE 3" PAVEMENT DIAMETER SHALL BE SAME SIZE AS OUTLET Q _ 4 ° PIPE. MANHOLE 4 A D' - b- A N 10, RISER TYP a �--- FINISHED GRADE ` FOR VENT)LOCATION TO BE SET ON FINISHED 7RADE1h�tC�`�!T Y.1r;t�3 3' CLEARANCE prvriv[.c rtr� SEE PLANS GROUT BEDDING - ° ALTERNATE 2' MIN. OUTLET OUTLET COMPACTED �/\ \/f/\\/ \ \/\/\ \//\� \/\/g, \jamN / /\\ \f INLET 3' MAX. GRAVEL Ay /���� .� \�� /\/�\� ��./��� . OUTLET rr-- -, COMPACTE SUBGRADE D �""� w 1 1 �/ 1._a. t° 24' DIA. CONCRETE ENCASEMENT 12' INLET I I I — — 1 I n CV > \ COMPACTED GRAVEL — ~ n NolEs: I f ! I10 STAINLESS STE IV a \ 1. SIZE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS. I I I I BRACKET (TYP /\ CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 113 OF LENGTH. 11 L _ J L / 2. SQUARE DUMPSTER PAD TO BE 16'x16' (MAX). o o0O� :..Os. . a o.. 0- 00 -.0 :0Oo ,o,Yo �O00o 30" DIA. OPENING Oo 00 0 o O o TO BE LOCATED O CpOo ° o O o 0 0 0 0° Oo0 0 o O 0 0°0 0 COMPACTED SUBGRADE OVER TEES (TYP•) 6'_6' 6"MiN. Phn View COMPACTED SUBGRADE 12' COMPACTED GRAVEL ..................... Section Bollard 8/99 Dumpster Pad 8/99 Precast Concrete Grease Trap (1500 Gallons) N.T.S. LD-701 N.T.S. L.D-210 LD_706 N.T.S. No, Revision Date Appvd. Designed by Drown byJAB�J�T Checked by jJF CAD checked by Approved by Scale NSA Date 9/13/01 Project Title Six Flags New England 1623 Main Street Agawam, Massachusetts Issued for Construction Drawing Title Details Drawing Number OF 9 .1"J. C_ FUR" UK No.41010 Sheet 1� of 11 L M Project Number 0764700 q�lyllot 11Maspringlprojects\076471cad11d1const107647DETA".dwg i Stormwater Management Report 1 1 2001 Coaster Addition 1 Six Flags New England L� Y 0 i; . Agawam RANN11 A 1 Massachusetts Prepared for Six Flags New England ' 1623 Main Street Agawam, Massachusetts Prepared by Vanasse Hangen Brustlin, Inc. ' 505 East Columbus Ave. Springfield, Massachusetts 1 ' Project No. 07647.00 May, 2001 1 ' g Vanasse Hangen Brustiin,Inc. r r Stormwater Management r Report r r r Introduction ' Premier Parks is proposing improvements to their existing amusement park,Six Flags New England,located on 1623 Main Street,Route 159,in Agawam, ' Massachusetts. The proposed improvements will include the construction of a new floorless coaster,with associated Que-Line building and Exit Gift Shop,Food Stand and Restrooms.Additionally,the construction of the restroom facility replaces two r other existing restroom facilities in the general vicinity of the project limits,which will be decommissioned.The project area is Iocated towards the southern portion of the existing park,and redevelops an existing area with development of a portion of ' the existing gravel area. This stormwater management report provides an analysis of the existing and proposed stormwater management systems and describes how the proposed stormwater management system will improve the stormwater quality and control the stormwater quantity. 1 ' Existing Conditions ' Six Flags New England is a±130-acre amusement park with numerous rides and attractions. The Park is owned by Premier Parks and Stuart Amusement Company and is located on 1623 Maul Street,Route 159,in Agawam,Massachusetts. ' The area of the park that will be considered the project site for the construction of the 2001 Coaster is a 4.7+/-acre area located on the southern most developed portion of ' the amusement park and is shown as the"Limit of Work"on the attached plans.The project work limit consist of redevelopment of approximately 2.5 acres of existing amusement park area,with the balance of 2.2 acres currently being used for ' employee access and work area by the park. ' PM7647 OmVeportsMAENAGE REPORT 2001 coaster.doc 1 Drainage Report ' Y Vanasse Hangen Biustlin,Inc. The topography in this area is generally sloped from west to east.The existing ' surfaces within the project work limit are predominately pavement or stone,with some landscaped areas ' Existing Drainage Areas The existing site contains eight drainage areas as shown on the attached Existing ' Conditions drawing. Inside the existing park area,a small stormwater collection system discharges Collected water to an existing drainage swale leading to the Connecticut River.During construction of improvements in 1999/2000,this swale ' was improved to include two water quality swales/settling basins to help improve water quality prior to discharge to the Connecticut River.The remainder of the existing stormwater runoff sheetflows across the gravel/stone-parking field to a riprapped settling basin constructed in 1999 in the vicinity of the Riverview Avenue Municipal Sewage Pumping Station. ' Additionally, the stormwater collected in a portion of the Water Park expansion constructed in 1998/1999 outlet through two-flared end sections and contributed to the sheetflow across the parking field.The lawn surface in the vicinity of these ' outfalls had been riprapped to curb erosion.The area contributing to the runoff from the WaterPark area is approximately 1.8+/-acres,which when added to the project area of 4.7 acres totals to the 6.5 acres identified as the total work limit area in this ' report. Following are the statistics of the existing conditions located in the project work limit ' area,including the area added in from the WaterPark. • Total Impervious Area: 3.61 acres • Total Pervious Area: 2.87 acres ' Proposed Conditions The proposed project will involve the redevelopment of approximately 2.5 acres of existing amusement park area,and includes the construction of a new 2001 Coaster Addition,associated covered que-line and exit gift shop building,a food stand and restroom building.The balance of 2.2 acres is currently a mix of pavement and stone area utilized by the park for employee access and work area. The proposed construction will improve the stormwater management system and benefit the environment.A reduction of impervious area is proposed,with replacement by Iandscaped areas. The reduction in paved area will reduce the peak ' flow rates and provide additional recharge to groundwater. Additionally,the proposed stormwater management system has been designed to collect existing ' uncontrolled stormwater originating from the WaterPark and include the same in the closed collection system.This stormwater currently exits through two-flared end ' PA07650docsVeparlslDRAINAGE REPORT 2001 coaste.doc 2 Drainage Report ' IM Vanasse Hang en Brus#lin,Inc. sections and sheetfiows across the stone parking area to the settling basin by the ' municipal sewage pump station. Though not specifically required to do so,the system has been design with structural ' best management practices,such as 4'-0" deep catchbasin sump areas to improve stormwater quality.Finally,the closed collection system outlets to a detention basin constructed during the 1999/2000-improvement program.This basin is located ' between the tracks of the "Superman"steel roller coaster, and is shown on the attached project plans.A review of the HydroCAD files will provide information relative to the storage capacity of this basin. As previously permitted,this basin outlets to the pipe network constructed as part of"Rivertown",which discharges to the Connecticut Diver. Proposed Drainage Areas The proposed site will have an increase in the number of drainage areas,in an effort to capture and channelize as much stormwater runoff as possible The fifteen drainage areas are shown on the attached Proposed Conditions drawing.Inside the existing park area,the small stormwater collection system which discharges collected water to an existing drainage swale will remain in place and in use.However,the new branch of the stormwater collection system outlets to an existing detention basin,as described previously. The stormwater collected in a portion of the Water Park expansion constructed in 1998/1999 is included in the project's stormwater collection system,thus reducing ' the amount of stormwater sheetfiowing across the parking area Following are the statistics of the proposed conditions located in the project work ' limit area,including the area added in from the WaterPark. • Total Impervious Area: 3.03 acres ' • Total Pervious Area: 3.45 acres ■ Hydrologic Analysis ' The hydrology analysis has been completed for the existing and proposed conditions Y gY Y P g p P ' for the 10-year storm events. The hydrologic program,HydroCAD,as developed by Applied Microcomputer Systems,was utilized to compute and develop both the existing and the proposed stormwater runoff models and is based on SCS TR-20 The following assumptions were made in the calculations: ' PA0764AdocsVeporMDRAINAGE REPORT 2001 coaster.doc 3 Drainage Report Il7ll Vanasse Hangers Brustlin,Inc. 1 ' >- The proposed limit of work is limited to areas where construction is proposed and is delineated on the attached drainage maps. s Runoff coefficients for the drainage areas are weighted averages based on the different types of ground cover. ' > A minimum time of concentration of 5 minutes was assumed. ' > The runoff coefficient number for the proposed landscaped areas was assumed to be for grass due to the fact that the landscaping has not been finalized and grass was the most conservative runoff curve number,generating the most ' runoff,in comparison to shrubs or trees. The runoff coefficient number for the gravel/stone area was assumed to be the ' same as for pavement,to provide for a conservative stormwater collection system design. ' Analysis was performed for the 10-year frequency rainfall events. The events were based on a 24-hour duration storm with a SCS Type III storm distribution curve. ' Results of Hydrologic Analysis Following is a summary of the Hydrologic Analysis for the project. Review of the Hydrocad work sheets included in this report will provide addition detail with ' respect to individual drainage area discharge rates. Existing Conditions Analysi ' • Existinguncontrolled flow to the parking area: 18.89 cfs p g ' (drainage areas 1,7 and 8) • Existing flow to the drainage swale: 5.38 cfs (drainage areas 3,4,5,and 6) • Existing Flow to other drainage system: 1.24 cfs (drainage area 2) • Total Existing Stormwater Runoff Rate: 25.51 cfs ' Proposed Conditions Analysis ' • Proposed uncontrolled flow to the parking area: 1.98 cfs (drainage areas 1) • Proposed flow to the drainage swale: 5.13 cfs t (drainage areas 11, 12 and 13) • Proposed Flow to other drainage system: 1.42 cfs ' PA076471domVepart kDRAINAGE REPORT 2001 cower,doc 4 Drainage Report IM Vanasse Hangen Srustlin,Inc. (drainage area 2 and 9) ' • Proposed Flow collected by the new system: 16.54 cfs (drainage areas 3,4,5,6,7,8, 10, 14 and 15) • Total Existing Stormwater Runoff Rate: 25.07 cfs ' Summary The construction of the 2001 Coaster Addition and associated redevelopment of a portion of the existing amusement park area will result in a decrease of impervious area of approximately 0.58 acres(25,265 square feet),with an associated reduction in stormwater runoff of approximately 0.44 cubic feet per second.Associated with the ' decrease in runoff is the increase in the amount of runoff that will not be treated by the stormwater management system, at a rate of approximately 16.91 cubic feet per second.The project will improve the environmental conditions for the Park,by reducing the peak rate of stormwater runoff from the park and channelizing and treating runoff which previously sheetflowed to other areas of the park.The integration of structural and non-structural Best Management Practices,though not a requirement of the development,will enhance the quality of the stormwater runoff leaving the project area. 1 ' PA076471docsVeporls\DRAINAGE REPORT 2001 coaster.doc 5 Drainage Report 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 loft Six Flags New England Proposed Roller Coaster Improvements ' Project No. 0764700 Existing Conditions: Weighted Stormwater Runoff Coefficient Drainage Area 1: Flow to Southern Parking Lot Area Weighted "C" Total Area: 125932 square feet = 2.89 Acres Impervious Area: 41997 square feet 0.96 Acres [(0.96)(9)+(1.93)(.3)]l2,89= Pervious Area: 83935 square feet = 1.93 Acres 0.50 Drainage Area 2: Flow to CB 2 Weighted "C" Total Area: 15372 square feet = 0.35 Acres Impervious Area: 7078 square feet = 0.16 Acres [(0.16)(.9)+(0.19)(.3)j/0.35= Pervious Area: 8294 square feet = 0.19 Acres 0.57 Drainage Area 3: Flow to CB 52 Weighted "C" Total Area: 16474 square feet = 0.38 Acres Impervious Area: 8662 square feet 0.20 Acres ](0.20)(.9)+(0)(.18)y0.38= Pervious Area: 7812 square feet = 0,18 Acres 0.62 ' Drainage Area 4: Flow to CS 54 Weighted "C" Total Area: 17501 square feet - 0.40 Acres Impervious Area: 10083 square feet = 0.23 Acres [(0.23)(.9)+(0.17)(.3)]/0.40= ' Pervious Area: 7418 square feet = 0.17 Acres 0,65 Drainage Area 5: Flow to CB 55 Weighted "C" Total Area: 22576 square feet 0.52 Acres Impervious Area: 11323 square feet 0.26 Acres [(0.26)(.9)+(0.0.26)(.3)j/0.0,52= Pervious Area: 11253 square feet = 0.26 Acres 0.60 Drainage Are_a_6: Flow to Park Property Weighted "C" Total Area: 6817 square feet = 0.16 Acres Impervious Area: 886 square feet = 0.02 Acres [(0.02)(.9)+(0.14)(.3)y0.16= 1 Pervious Area: 5931 square feet = 0.14 Acres 0.38 Drainage Area 7: Flow to Park Property Weighted "Cr Total Area: 4900 square feet 0.11 Acres Impervious Area: 4900 square feet 0.11 Acres [(0.11)(.9)+(0)(.3)]10,11 = Pervious Area: 0 square feet = 0.00 Acres 0.90 ' Drainage Area 8: Flow to Park Property Weighted "C" Total Area: 72900 square feet = 1.67 Acres ' Impervious Area: 72900 square feet _ 1.67 Acres ((1.67)(.9)+(0)(.3)]11.67= Pervious Area: 0 square feet 0.00 Acres 0.90 ' Total Work Limit Area: 6.48 Acres ' 14mapringtprgects107647�,sshestsTA exist c.xis II z =T � CONNECTICUT RIVER MA _ A - .rX, :.� -.w»Y� � - -- m _ -.v.KCn. RiYLY' 4^—. � ..4 d. t.0.^•C�<-r^' -e � €� � 1 -�� 7 -"� � • .':per � ,,�¥ � l ,\� �i .0 7 E i o w, t' x i!' .1. ✓- -' - n a �=' �. E1 ' Cs .f � t ', � � I�. �€ a... ', <�` Y ,. .y,/ _Y # ■�° 'E� 6' ;�8 v,Zh 6 r 7r jg 3 r' �♦'.� �� W. _, b � "'a��,a,�--,-�_.. �ti* i ,;cam.-. r �i � I 10 ot -- � ti A „ t x & o (9' � Z � � O I �� '�♦ 1 r r � r fe L - 4 Q ,�,g ''� r'? '.- F _= �A`."•.e•� '.�„�_ s- V_.wr."`3P -,•f% f/ ; 4 X /� J •, r-I-.r t 00 's n � o oAj cc ON p - � 3: :� ,` ? €;}; � � �E �.• <:R:� !� � ''� it '�. � �,,,,-,��..�,. µ � r piar 13 lk I-T11 _ + > Afj I; r 1 4�t�0kf`� Data for 0764700 10yr ex 1 DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Briistlin, Inc. 7 Jun 01 HydroCAD 5. 11 001452 (c) 1986-1999 Applied Microcomputer_Systems ' WATERSHED ROUTING _____________________________________________________--_-____ 1 V A I 1 F] o T A 1 a oo r ' O SUBCATCHMENT ❑ REACH Z2�1 PONO ci LINK 1 SUBCATCHMENT 1 = DA1 -> 1 SUBCATCHMENT 2 = da 2 -> POND 1 SUBCATCHMENT 3 = da 3 -> POND 2 SUBCATCFIMENT 4 = d.a.4 -> POND 3 1 SUBCATCHMENT 5 = d.a.5 -> POND 4 SUBCATCHMENT 6 = flow to swale -> 1 SUBCATCHMENT 7 = flow from WP to parking lot -> SUBCATCHMENT 8 = flow from WP to parking lot -> REACH 1 = cb2 outlet -> REACH 2 = cb 52 outlet -> POND 3 REACH 3 = cb 54 outlet -> POND 4 1 REACH 4 = cb 55 outlet -> POND 1 = cb 2 -> REACH 1 ' POND 2 = cb 52 -> REACH 2 POND 3 = cb 54 -> REACH 3 POND 4 = cb 55 REACH 4 Data for 0764700 10yr ex ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems ' RUNOFF BY N-RATIONAL METHOD: DURATION= 10 MIN INTEN= 6.20 IN/HR RUNOFF SPAN = 10-20 HRS, dt= .10 RRS, 101 POINTS SUBCAT AREA Tc WGTID PEAK Tpeak VOL ' NUMBER ACRE MIN --GROUND COVERS RCN -- CN C CFS) (HRS) (AF 1 2 .89 5.0 - 50 8.96 10.10 .15 ' 2 .35 5.0 - .57 1.24 10.10 .02 3 .38 5.0 - .62 1.46 10.10 .02 4 .40 5.0 - .65 1. 61 10.10 .03 ' 5 .52 „ 5.0 - .60 1.93 10.10 .03 61 .16 5.0 - .38 .38 10. 10 .01 ' 7 .11 5.0 - .90 .61 10.10 .01 8 1.67 5.0 - .90 9.32 10.10 .15 1 - 1 1 1 , Data for 0764700 10yr ex 1 DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems 1 REACH ROUTING BY STOR-IND+TRANS METHOD 1 REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (TN) (FT) _(FT) (FT/FT) (FT) LF�F- (FPS) (MIN) (CPS) 1 1 8.0 - - - - .012 50 .0100 4.3 .2 1.20 2 12 .0 - - - - .012 160 .0050 3.6 .7 1.23 3 12 .0 - - - - 012 110 .0330 8 .8 .2 2.79 4 24.0 - - - - .012 60 .0200 7.9 .1 4.72 1 i 1 1 i 1 1 1 - 1 1 Data for 0764700 10yr ex ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroC.AD 5. 11 001452 (c) 1986-1999 Applied Microcomputer Systems POND ROUTING BY STOR-IDTD METHOD POND START FLOOD PEAK PEAK ------ PEAK FLOW ------- ---Qout--- NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG (FT) (FT) (FT� (AF) (CFS) (CFS) (CFS) (CFS) (%) _ (MIN) ' 1 74.2 77.5 75.1 0.00 1.24 1.24 0 0.0 ' 2 69.8 75.2 70.5 0 .00 1.46 1.49 0 0. 0 3 69.0 73.5 70.1 0.00 2.84 2 .86 0 0.0 ' 4 65.3 73.5 66.2 0.00 4.73 4 .77 0 0.0 1 . Data for 0764700 10yr ex ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (C) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DAl ' PEAK= 8.96 CFS @ 10.10 HRS, VOLUME= .15 AF _ C= .50 M-RATIONAL METHOD TOTAL AREA = 2. 89 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS ' DIRECT Tc (min) ENTRY flow to parking area 5. 0 ' SUBCATCHMENT 2 da 2 ' PEAK"- 1.24 CFS @ 10.10 HRS, VOLUME= . 02 AF C= .57 M-RATIONAL METHOD TOTAL AREA = .35 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment ' Tc (min) DIRECT ENTRY flow to cb 2 5.0 SUBCATCHMENT 3 da 3 ' PEAK= 1.46 CFS @ 10.10 HRS, VOLUME= 02 "AF C= .62 M-RATIONAL METHOD TOTAL AREA = .38 AC DURATION= 10 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc min DIRECT ENTRY flow to cb 52 5. 0 ' SUBCATCHMENT 4 d.a.4 PEAK= 1.61 CFS @ 10.10 HRS, VOLUME= . 03 AF ' C= 65 M--RATIONAL METHOD TOTAL AREA = .40 AC DURATION= 10 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.l HRS Method Comment Tc (min) ' DIRECT ENTRY flow to cb 54 5.0 Data for 0164100 10yr ex ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems ' SUBCATCHMENT 5 d.a.5 ' PEAK= 1. 93 CFS @ 10.10 HRS, VOLUME= .03 AF C= .60 M-RATIONAL METHOD TOTAL AREA: _ .52 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN 10-20 HRS, dt=.1 HRS ' Method Comment Tc (min) DIRECT ENTRY flow to Cb 55 5.0 ' SUBCATCHMENT 6 flow to Swale ' PEAK .38 CFS @ 10.10 HRS, VOLUME= .01 AF C= .38 M-RATIONAL METHOD ' TOTAL AREA = .16 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method _ Comment Tc {min) DIRECT ENTRY flaw to Swale 5.0 ' SUBCATCH14ENT 7 . flow from WP to parking lot ' PEAK= .61 CFS 0 10.10 HRS, VOLUME= .01 AF C= . 90 M-RATIONAL METHOD TOTAL AREA = .11 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment Tc min DIRECT ENTRY flaw to parking lot 5.0 ' SUBCATCHMENT 8 flow from WP to parking lot PEAK= 9.32 CFS @ 10. 10 HRS, VOLUME= .15 AF ' C= . 90 M-RATIONAL METHOI) TOTAL AREA = 1.67 AC DURATION= 10 MIN INTEN= 6.20 IN/HR 1 SPAN= 10-20 HRS, dt=_l HRS Method Comment Tc min DIRECT ENTRY flow to parking lot 5.0 i Data for 0764100 10yr ex DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems REACH 1 cb2 outlet i Qin = 1.24 CFS @ 10.10 HRS, VOLUME= .02 AF Qout= 1.20 CFS @ 10.10 HRS, VOLUME= .02 AF, ATTEN= 3%, LAG= 0.0 MIN i DEPTH END AREA DISCH FT S -FT (CFS), 8" PIPE STOR-IND+TRANS METHOD 0 .00 0.00 0.00 PEAK DEPTH= .52 FT i .07 .02 .03 n= .012 PEAK VELOCITY= 4.3 FPS E .13 .05 .11 LENGTH= 50 FT TRAVEL TIME _ .2 MIN .20 .09 .26 SLOPE= .01 FT/FT SPAN= 10-20 HRS, dt=.1 HRS .47 .26 1. 10 2 x FINER ROUTING .53 .30 1.28 .60 .33 1.40 .63 .34 1.41 ' .65 .35, 1.40 :67 .35 1.31 ' REACH 2 cb 52 outlet Qin = 1.49 CFS @ 10.10, HRS, VOLUME= 02 AF iQout= 1.23 CFS @ 10.10 HRS, VOLUME= . 03 AF, ATTEN- 18%, LAG= 0.0 MIN DEPTH END AREA DISCH i (FT) (SQ-FT) (CFS) 12" PIPE STOR--IND+TRANS METHOD 0 .00 0.00 0.00 PEAK DEPTH= .50 FT .10 .04 .06 n= .012 PEAK VELOCITY= 3.6 FPS i .20 .11 .24 LENGTH= 160 FT TRAVEL TIME _ . 7 MIN .30 .20 .53 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt=. 1 HRS .70 .59 2.29 2 x FINER ROUTING .80 .67 2.67 i .90 .74 2. 91 .94 .77 2. 94 . 97 .78 2.91 1.00 .79 2.73 i REACH 3 cb 54 outlet Qin = 2 .86 CFS @ 10.10 HRS, VOLUME= .05 AF Qout= 2.79 CFS @ 10.10 HRS, VOLUME= 05 AF, ATTEN= 2%, LAG= 0. 0 MIN iDEPTH END AREA DISCH (FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD 0.00 0 .00 0.00 PEAK DEPTH= .44 FT .10 .04 .1.5 n= .012 PEAK VELOCITY= 8 .8 FPS .20 .11 .61 LENGTH= 110 FT TRAVEL TIME = 2 MIN .30 .20 1.37 SLOPE= _033 FT/FT SPAN= 10-20 HRS, dt=.l HRS .70 .59 5. 87 2 x FINER ROUTING .80 .67 6.85 . 90 .74 7.47 . 94 . 77 7.54 97 . 78 7.47 1.00 . 79 7 .01 1 , Data for 0764700 10yr ex ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H draCAD 5.11 001452 c 1986-1999 A lied Microcomputer Systems REACH 4 cb 55 outlet ' Qin = 4 .77 CFS @ 10.1❑ HRS, VOLUME= .09 AF Qout= 4.72 CFS @ 10.10 HRS, VOLUME= .09 AF, ATTEN= 1%, LAG= 0.0 MIN DEPTH END AREA DISCH FT (SO-FT) CFS 24" PIPE STAR-IND+TRANS METHOD 0.00 0.00 0 .00 PEAK DEPTH= .50 FT .20 .16 .72 n= .012 PEAK VELOCITY= 7.9 FPS .40 .45 3 .04 LENGTH= 60 FT TRAVEL TIME = .1 MIN .60 .79 6 .79 SLOPE= . 02 F'T/FT SPAN= 10-20 HRS, dt=.1 HRS ' 1.40 2.35 29.02 2 x FINER ROUTING 1.60 2 .69 33 .88 1.80 2 .98 36 .94 1.88 3 .06 37.28 ' 1.9A 3 .11 36. 94 2 .00 3 .14 34.66 1 1 Data for 1164700 10yr ex ' DURATION= 10 MIN INTENx 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5.11 001452 c 1986-1999 A lied Microcom uter Systems POND 1 cb 2 Qin = 1.24 CFS @ 10 .10 HRS, VOLUME= .02 AF Qout= 1.24 CFS @ 10.10 HRS, VOLUME= .02 AF, ATTEN= 00, LAG= 0.0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 11 CF 74 .2 13 0 0 PEAK ELEVATION= 7S.1 FT ' 77.5 13 43 43 FLOOD ELEVATION= 77.5 FT START ELEVATION= 74.2 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES 1 P 74 .2' 8" ORIFICE/GRATE ' Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 2 cb 52 Qin = 1.46 CFS @ 10. 10 HRS, VOLUME= . 02 AF Qout= 1.49 CFS @ 10.10 HRS, VOLUME= .02; AF, ATTEN= 0%, LAG= 0.0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) _ (CF) (CF) PEAK STORAGE = 8 CF ' 69.8 13 0 0 PEAK ELEVATION= 70.5 FT 75.2 13 70 70 FLOOD ELEVATION= 75.2 FT START ELEVATION= 69.8 FT ' SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES t 1 P 69.8 ' 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 3 cb 54 Qin = 2.84 CFS @ 10.10 HRS, VOLUME= .05 AF ' Qout= 2.86 CFS @ 10.10 HRS, VOLUME= .05 AF, ATTEN= 0g, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) SF (CF) (CF) PEAK STORAGE = 14 CF 69.0 13 0 0 PEAK ELEVATION= 70.1 FT 73 .5 13 59 59 FLOOD ELEVATION= 73 .5 FT- START ELEVATION= 69.0 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING _ # ROUTE INVERT OUTLET DEVICES 1 P 69.0' 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 0764701 10yr ex ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5.11 001452 c 1986-1999 Applied Microcomputer Systems POND 4 cb 55 ' Qin = 4 .73 CFS @ 10.10 HRS, VOLUME= .09 AF Qout= 4 .77 CFS @ 10.10 HRS, VOLUME= .09 AF, ATTEN= 0W, LAG= 0.0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) _ �CF) (CF) PEAR STORAGE = 12 CF 65.3 13 0 0 PEAK ELEVATION= 66.2 FT ' 73 .5 13 107 107 FLOOD ELEVATION= 73 .5 FT START ELEVATION= 65.3 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING ' # ROUTE INVERT OUTLET DEVICES 1 P 65 .3 ' 24" ORIFICE/GRATE Q=.S PI r-2 SQR(2g) SQR(H-r) (Use H/2 if Hid) 1 Proposed Conditions 1 1 1 1 1 1 1 1 ' 1 of 2 ' Six Flags New England Proposed Roller Coaster Improvements ' Project No. 0764700 Proposed Conditions: Weighted Stormwater Runoff Coefficient Drainage Area 1: Flow to Southern Parking Lot Area Weighted "C" Total Area: 35554 square feet = 0.82 Acres Impervious Area: 5212 square feet 0.12 Acres [(0.12)(.9)+(0.70)(.3)]/0.82= Pervious Area: 30342 square feet 0.70 Acres 0.39 ' Drainage Area 2: Flow to Six Flags Property Weighted "C" Total Area: 2824 square feet 0.06 Acres Impervious Area: 0 square feet = 0.00 Acres [(0)(,9)+(0.06)(.3)]/0.06 r Pervious Area: 2824 square feet = 0.06 Acres 0.30 Drainage Area 3: Flow to CB 207 Weighted "C" Total Area: 3712 square feet = 0.09 Acres ' Impervious Area: 3712 square feet = 0.09 Acres [(0.09)(.9)+(0)(.3)]/0.09= Pervious Area: 0 square feet = 0.00 Acres 0.90 Drainage Area 4: Flow to FES 207 Weighted "C" Total Area: 20630 square feet 0.47 Acres Impervious Area: 1902 square feet = 0.04 Acres [(0.04)(.9)+(0A3)(.3)]/0.47= Pervious Area: 18728 square feet = 0.43 Acres 0.36 Drainage Area 5: Flow to C8 204 Weighted "C" Total Area: 8492 square feet = 0.19 Acres Impervious Area: 0 square feet 0.00 Acres [(0)(.9)+(0.19)(.3))/0.19= Pervious Area: 8492 square feet = 0.19 Acres 0.30 Drainage Area 6: Flow to CB 205 Weighted "C" Total Area: 11490 square feet = 0.26 Acres Impervious Area: 10093 square feet = 0.23 Acres ](0.23)(.9)+(0.03)(.3)]l0.26= ' Pervious Area: 1397 square feet - 0.03 Acres 0.83 Prainacie Area T: Flow to CB 206 Weighted "C" ' Total Area: 6197 square feet J 0.14 Acres Impervious Area: 0 square feet 0.00 Acres ((0)(.9)+(0.14)(.3)]/0.14= Pervious Area: 61.97 square feet = 0.14 Acres 0.30 ' Drainage Area 8: Flow to CB 202 Weighted "C" Total Area: 44554 square feet - 1.02 Acres Impervious Area: 10395 square feet - 0.24 Acres [(0.24)(.9)+(0.78)(.3)]/1.02= ' Pervious Area: 34159 square feet - 0.78 Acres 0.44 Drainage Area 9: Flow to CB 2 Weighted "C" ' Total Area: 10594 square feet = 0.24 Acres Impervious Area: 10173 square feet = 0.23 Acres [(0.23)(.9)+(0.01)(_3)]/0.24= Pervious Area: 421 square feet = 0.01 Acres 0.88 ' SVnapringlprojects1076471sshWS OA prop cAs . 1 2 of 2 1 Drainage Area 10: Flow to CB 203 Weighted "C" Total Area: 4791.6 square feet = 0.11 Acres ' Impervious Area: 0 square feet 0.00 Acres [(0)(.9)+(0.11)(.3)]/0.11 = Pervious Area: 4791.6 square feet 0.11 Acres 0.30 Drainage Area 11. Flow to CB 52 Weighted "C" Total Area: 10367 square feet = 0.24 Acres Impervious Area: 380 square feet - 0.01 Acres [(0.01)(.9)+(0.23)(.3)]10,24= Pervious Area: 9987 square feet = 0.23 Acres 0.32 ' Drainage Area 12. Flow to CB 54 Weighted "C" Total Area: 15866 square feet = 0.36 Acres ' Impervious Area: 11045 square feet = 0.25 Acres [(0.25)(.9)+(0.11)(.3)]/0.36= Pervious Area: 4821 square feet 0.11 Acres 0.72 Drainage Area 13: Flow to CB 55 Weighted "C" Total Area: 30588 square feet - 0.70 Acres Impervious Area: 20225 square feet = 0.46 Acres [(0.46)(_9)+(0.24)(.3)]/0.70= ' Pervious Area: 10363 square feet - 0.24 Acres 0.70 Drainage Area 14 Flow to Special DMH Weighted "C" Total Area: 4900 square feet = 0.11 Acres Impervious Area: 4900 square feet = 0.11 Acres [(0.11)(_9)+(0)(.3)]/0.11 = Pervious Area: 0 square feet 0.00 Acres 0.90 ' Drainage Area.15 Flow.to Special DMH Weighted "C" Total Area: 72900 square feet = 1.67 Acres Impervious Area: 72900 square feet = 1.67 Acres [(1.67)(-9)+(0)(.3)1/1.67= Pervious Area: 0 square feet = 0.00 Acres 0.90 Total Work Limit Area: 6.48 Acres f 1 - 1VnapringlproiactsN07647kssheetsTA prop axes � ze CONNECTICUT RIVER r Try _ f N ,—:� � ° i; , � i .A.�P f "� ° ,.4 r8 re•+a���rr�s'� 4 ��. ?� -� 4 �'a_as-. " �, �-._ �. .a� _ ` ; � � F ��i r !mil, 7 i. Fs 47 _ a S " i ., yy d ' ` e" _ •, q �K fs'..Q;^lA� '.i Z '.''a� .e ca :"....{ � f t �f � •, ■= K 's7 b -, �( e ,j i t y 4 °JR 61 r , e of �` -yY ¢ � F adz]g €F ��e � �7 /Y ���y,eci 'p 4 ,�'�}• � �Z-. �; f,..:�"�' � .A�'\ J � £� i - V { n i :r : f y m s` 3 _ �' � ,• ,e°fir x , Y a r o � 1 t $g 1 x 4� IJ ID � E 00 IQ O 1. dab rt: `r Ii fi to .-, 3:.'.. 1 f • Apr p¢ se" --F us :4' E 3i�.' L i� �f } .. - �' j( ..a r 31 U 41, ;��+xa✓:` Kt w 4 Data for 0764700 .10yr prop i DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD_5 ._11_-_ 0014.52_ c 1986-1999_Applied_Microcomputer Systems WATERSHED ROUTING a 13 �Q O El ❑3 c 1 14 O�r� ® El Q� o T � ❑ F®EO ❑�' v ❑- ul i0 SUBCATCHMENT ❑ REACH POND LIN€C SUBCATCHMENT 1 = DA1 -> ' SUBCATCHMENT 2 = DA 2 -> SUBCATCHMENT 3 = da 3 -> POND 207 SUBCATCHMENT 4 = da 4 -> REACH 5 SUBCATC MENT 5 = da 5 -> POND 204 SUBCATCHMENT 6 = da 6 -> POND 205 SUBCATCHMENT 7 = da 7 -> POND 206 SUBCATCHMENT 8 = da 8 -> POND 202 SUBCATCHMENT 9 = da9 -> POND 1 SUBCATCHMENT 10 = da 10 -> POND 203 SUBCATCHMENT 11 = da 11 -> POND 2 Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc_ 7 Jun 01 H droCAD 5. 11 001452 c 1986-1999 Applied Microcomputer S stems SDBCATCHMENT 12 = da 12 -> POND 3 SIIBCATCHMENT 13 da 13 -> POND 4 SUBCATCHMENT 14 = da 14 -> POND 999 SUBCATCHMENT 15 = da 15 -> POND 999 REACH 1 = cb2 outlet -> REACH 2 = cb 52 outlet -> POND 3 REACH 3 = cb 54 outlet -> POND 4 ' REACH 4 = cb 55 outlet -> REACH- 5 = fes 207 owlet -> POND 207 REACH 19 = dmh 19 outlet -> POND 20 ' REACH 20 = existing pond outlet pipe -> REACH 201 = cb. 201 outlet -> POND 301 REACH 202 = cb 202 outlet -> POND 302 ' REACH 203 = cb 203 outlet -> POND 304 REACH 204 = cb 204 outlet -> POND 305 REACH 205 = cb 206 outlet -> POND 305 REACH 206 = cb 206 outlet -> POND 306 REACH 207 = cb 207 outlet -> POND 309 REACH 208 = dmh 208 outlet -> POND 307 REACH 301 = dmh 201 outlet -> POND 19 REACH 302 = dmh 202 outlet -> POND 301 REACH 303 = dmh 203 outlet -> POND 302 REACH 304 = dmh 204 outlet -> POND 303 REACH 305 = dmh 205 outlet -> POND 304 REACH 306 = dmh 206 outlet -> POND 305 REACH 307 = dmh 207 outlet -> POND 306 REACH 999 = special dmh outlet -> POND 306 1 POND 1 = cb 2 -> REACH 1 Data for 0764700 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5.11 001452 c 1986-1999 Applied Microcom titer Systems POND 2 = cb 52 -> REACH 2 POND 3 = cb 54 -> REACH 3 POND 4 = cb 55 REACH 4 POND 19 = dmh 19 -> REACH 19 POND 20 = existing storage pond -> REACH 20 POND 201 = cb 201 -> REACH 201 ' POND 202 = cb 202 -> REACH 202 POND 203 = cb 203 -> REACH 203 POND 204 = cb 204 -> REACH 204 POND 205 = cb 205 REACH 205 POND 206 = cb 206 -> REACH 206 POND 207 = cb207 -> REACH 207 1 POND 301 = dmh 201 -> REACH 301 1 POND 302 = dmh 202 -> REACH 302 POND 303 = dmh 203 -> REACH 303 POND 304 = dmh 204 -> REACH 304 POND 305 = dmh 205 REACH 305 POND 306 = dmh 206 -> REACH 306 POND 307 = dmh 207 ->. REACH 307 POND 309 = dmh 208 -> REACH 208 POND 999 = special dmh -> REACH 999 i Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5. 11 001452 c 1986-1999 Applied Microcom uter Systems RUNOFF BY M-RATIONAL, METHOD: DURATION= 10 MIN INTEN= 6.20 IN/HR RUNOFF SPAN = 10-20 HRS, dt= .10 HRS, 101 POINTS SUBCAT AREA Tc WGT'D PEAK Tpeak VOL ' NUMBER (ACRE) _(MIN) --GROUND COVERS (.CN) -- CN C (CFS) (HRS) (AF) 1 .82 S.0 - .39 1.98 10.10 .03 2 .06 5.0 - .30 .11 10.10 0.00 3 .09 5.0 = .90 .50 10.10 .01 4 .47 5.0 .36 1.05 10.10 .02 ' 5 .26,. 5.0 - .30 .48 10.10 .01 61 .26 5.0 - .83 1.34 10.10 .02 7 .14 5.0 - .30 .26 10.10 0.00 8 1. 02 5. 0 - .44 2. 78 10.10 .05 9 .24 5.0 - .38 1.31 10.10 . 02 10 .11 . 5.0 - .30 .20 10.10 0.00 11 .24 5.0 - .32 .48 10.10 .01 12 .36 5. 0 - .72 1.61 10.10 .03 13 .70 5.0 - .70 3.04 10.10 .05 14 .11 5.0 - .90 .61 10.10 .01 15 1.67 5.0 - .90 9.32 10.10 .15 f Data for 0764701 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5 .11 001452 (c) _1986-1999 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout IN FT FT FT FT FT FT FT FPS MIN CFS ' 1 8 .0 - - - - .012 50 .0100 4 .3 .2 1.26 ' 2 12.0 - - - - .012 160 . 0050 2.6 1.0 .42 3 12.0 - - - - .012 110 .0330 7. 9 .2 1.94 4 24 .0 - - - - '012 60 .0200 8 .0 .1 4.96 5 12.0 - - - - . 012 25 . 0050 3.4 .1 1.04 ' 19 30. 0 - - - - .012 75 .0050 6.4 .2 13.82 20 30.0 - - - - .012 30 0070 6.5 .1 9.63 201 - - - - - . 012 10 .0050 0.0 0.0 0.00 ' 202 12 .2 - - - . 012 40 . 0050 4.0 .2 2.73 203 4.6 - - - - .012 110 .0050 2. 1 .9 .18 ' 204 6.4 - - - - .012 25 _0050 2 .6 .2 .48 205 9.3 = = _ _ .012 30 .0050 3 .3 .1 1.33 206 5.1 . 012 95 .0050 2.2 .7 _24 ' 207 9.8 - - - - .012 150 .0050 3.4 .7 1.39 208 - 20•.3 - - - - .012 120 .0050 5.6 .4 10.25 ' 301 22.2 - - - - .012 65 .0050 6.0 .2 13.80 302 22.3 - - - - . 012 95 . 0050 6. 0 .3 13.86 303 20.9 - - - - .012 140 .0050 5.7 _4 11.53 304 20.9 - - - - .012 15 .0050 5 .7 0.0 ll.B6 305 21.0 - - - - .012 150 ..0050 5.7 .4 11.62 306 19. 9 - - - - .012 85 . 0050 5.5 .3 10.31 307 19.8 - - - - . 012 130 .0050 5.5 .4 10.21 999 19.6 - - - - .012 60 .0050 5 .5 .2 9.72 i Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5 .11 001452 c 1986-1999 Applied Microcomputer Systems ' POND ROUTING BY STOR-IND METHOD POND START FLOOD PEAK PEAK ------ PEAK FLOW ------- ---Qout--- NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG (FT (FT) (FT) (AF) (CFS) (CFS) (CFS) (CPS) (%) (MIN) 1 74.2 77. 5 75 .1 0.00 1.31 1.31 0 0.0 ' 2 69.8 75.2 70 .1 0.00 .48 .49 0 0. 0 3 69.0 73 .5 69.8 0.00 1.96 1.99 0 0.0 4 65.3 73.5 66.3 0. 00 4.97 5.02 0 0.0 19 69. 7 74.6 71.3 0.00 13 .80 13 .87 0 0.0 ' 20 69.0 74. 0 70.3 .11 13 .82 9.62 30 6.6 201 70,3 73.8 0.0 0.00 0.00 0.00 0 0.0 202 71.0 73.5 72. 1 0. 00 2.78 2. 80 0 0.0 203 .72.4 75 ,7 72.6 0. 00 .20 .21 0 0.0 204 72.8 77.0 73 .1 0.00 .48 .50 0 0.0 ' 205 72,9 75.5 73 .5 0.00 1.34 1.36 0 0.0 ' 206 74,8 77.7 75.0 0.00 .26 .27 0 0.0 207 76 .8 80.0 77.5 0.00 1.54 1.57 0 0.0 301 70.1 73 .9 71. 7 0. 00 13 .86 13 .92 0 0.0 302 70.7 75.8 72.3 0.00 14.03 14 .10 0 0.0 303 71.5 77.0 72 .9 0.00 11.86 11.93 0 0.0 304 71,7 77.2 73.1 0 .00 11.80 11.86 0 0.0 305 72.6 76.3 74.0 0.00 12,04 12.10 0 0.0 306 73 .1 78 .8 74.4 0.00 10.45 10.51 0 0.0 307 73.9 85 ,4 75.4 0. 00 10.25 10.31 0 0.0 ' 308 74.6 85.0 76.2 0.00 11. 00 11.07 0 0.0 999 86.6 89. 0 88 .1 0.00 9.93 10.03 0 0. 0 Data for G764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5.11 001452 c 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 DA1 PEAK= 1.98 CFS @ 10.10 HRS, VOLUME= . 03 AF C= .39 M-RATIONAL METHOD TOTAL AREA = .82 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.l HRS Method Comment Tc min DIRECT ENTRY flbw to parking area 5.0 SUBCATCHMENT 2 DA 2 ' PEAK= .11 CFS @ 10.10 HRS, VOLUME= 0.00 AF C= .30 M-RATIONAL METHOD ' TOTAL AREA = .06 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method_ Comment Tc (min) DIRECT ENTRY flow to property 5.0 SUBCATCHMENT 3 . da 3 ' PEAK= 50 CFS 0 10.10 HRS, VOLUME= 01 AF C= .90 M-RATIONAL METHOD TOTAL AREA = .09 AC DURATION= 10 MIN ' INTER= 6 .20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method Comment _ Tc (min) DIRECT ENTRY flow to ch 207 5.0 SUBCATCHMENT 4 da 4 PEAK= 1.05 CFS @ 10.10 HRS, VOLUME= .02 AF ' C= .36 M-RATIONAL METHOD TOTAL AREA = .47 AC DURATION= 10 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc min ' DIRECT ENTRY flow to fes 207 5.0 Data for 1764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452_ c�_ 1986-1999 Applied Microcomputer Systems_ SUBCATCHMENT 5 da 5 PEAK= .48 CF9 @ 10.10 HRS, VOLTJME= .01 AF C= .30 M-RATIONAL METHOD ' TOTAL AREA = .26 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method _ Comment _ Tc (min) DIRECT ENTRY flow to cb 204 5.0 SUBCATCHMENT 6 da 6 PEAK=. 1.34 CFS Q 10.10 HRS, VOLUME= .02 AF C= .83 M-RATIONAL METHOD ' TOTAL AREA = .26 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment - Tc (mint DIRECT ENTRY flow to cb 205 5.0 ' SUSCATCHMENT 7 da 7 ' PEAK= .26 CFS 10.10 HRS, VOLUME= 0.00 AF C= .30 M-RATIONAL METHOD TOTAL AREA = .14 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS ' Method _ Comment _Tc (min) DIRECT ENTRY flow to cb 206 5. 0 SUBCATCHMENT 8 da 8 PEAK= 2.78 CFS @ 10.10 HRS, VOLUME= . 05 AF C= .44 M-RATIONAL METHOD TOTAL AREA = 1. 02 AC DURATION= 10 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc (min) DIRECT ENTRY flow to cb 202 5.0 1 , Data for 1764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/FIR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 _ 001452 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 9 da9 PEAK= 1.31 CFS 9 10.10 HRS, VOLUME= . 02 AF _ C= .88 M-RATIONAL METHOD TOTAL AREA = .24 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.l HRS ' Method Comment Tc (min) DIRECT ENTRY flow to cb 2 5. 0 ' SUBCATCHMENT 10 da 10 ' PEAK-= .20 CFS Q 10.10 HRS, VOLUME= 0 .00 AF C= .30 M-RATIONAL METHOD TOTAL AREA = .11 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method Comment ' _ Tc (min) DIRECT ENTRY flow to cb 203 5 .0 ' SUBCATCHMENT 11 da 11 ' PEAK= 48 CFS 11 10.10 HRS, VOLUME= .01 -AF C= .32 M-RATIONAL METHOD TOTAL AREA = .24 AC DURATION= 10 MIN ' INTEN= 6.20 IN/RR SPAR= 10-20 HRS, dt=.1 HRS ' Method _ Comment Tc_(min) DIRECT ENTRY flow to cb 52 5.0 SUBCATCHMENT 12 da 12 PEAK= 1.61 CFS Q 10.10 HRS, VOLUME= 03 AF ' C= .72 M-RATIONAL METHOD TOTAL AREA = .36 AC DURATION= 10 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=_l HRS Method Comment - Tc (min) DIRECT ENTRY flow to cb 54 5.0 f , Data for 0764700 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Variasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 13 da 13 PEAK= 3 .04 CFS @ 10.10 HRS, VOLUME= .05 AF C= .70 M-RATIONAL METHOD ' TOTAL AREA = . 70 AC DURATION= 10 MIN INTEN= 6 .20 IN/HR SPAN= 10-20 HRS, dt=.l HRS ' Method Comment _ _.. Tc (min) DIRECT ENTRY flow to cb 55 5.0 ' SUBCATCHMENT 14 da 14 ' PEAK= .61 CFS @ 10.10 HRS, VOLUME= .01 AF C= .90 M-RATIONAL METHOD TOTAL AREA = .11 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS Method Comment Tc min DIRECT ENTRY flow to special dmh 5. 0 ' SUBCATCHMENT 15 da 15 ' PEAK= 9.32 CFS CQ 10.10 HRS, VOLUME= .15 .AF C= .90 M-RATIONAL METHOD TOTAL AREA = 1.67 AC DURATION= 10 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.1 HRS ' Method Comment _ _ Tc (min) DIRECT ENTRY flow to special dmh 5.0 Data for 1764700 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 Hy_droCAD 5 1_1 001452 (c) 1986-1999_Applied Microcomputer Systems REACH 1 cb2 outlet ' Qin = 1.31 CFS @ 10.10 HRS, VOLUME= .02 AF Qout= 1.26 CFS 0 10.10 HRS, VOLUME= .02 AF, ATTEN= 30, LAG= 0.0 MIN DEPTH END AREA DISCH _ (FT) (SO-FT) (CFS) 8" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= _55 FT ' .07 .02 .03 n= .012 PEAK VELOCITY= 4.3 FPS . 13 .05 .11 LENGTH= 50 FT TRAVEL TIME = .2 MIN .20 .09 .26 SLOPE= .01 FT/FT SPAN= 10-20 RRS, dt=.1 HRS .47 .26 1.10 2 x FINER ROUTING .53 .30 1.28 .60 .33 1.40 .63 .34 1.41 .-65 .35, 1.40 .67 .35 1.31 REACH 2 cb 52 outlet Qin = 49 CFS @ 10.10. HRS, VOLUME= 111 AF ' Qout= .42 CFS @ 10.17 HRS, VOLUME= .01 AF, ATTEN= 15%, LAG= 4.1 MIN DEPTH END AREA DISCH ' �(FT) (SQ-FT) _LCFS) 12" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0. 00 PEAK DEPTH= .26 FT .10 .04 .06 n= .012 PEAK VELOCITY= 2.6 FPS ' .20 .11 .24 LENGTH= 160 FT TRAVEL TIME = 1.0 MIN .30 .20 .53 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.l HRS .70 .59 2 .29 2 x FINER ROUTING .80 .67 2.67 ' . 90 .74 2.91 . 94 .77 2. 94 .97 . 78 2. 91 1.00 .79 2.73 REACH 3 cb 54 outlet Qin = 1.99 CFS @ 10.10 HRS, VOLUME= .04 AF Qout= 1.94 CFS @ 10.10 HRS, VOLUME= .04 AF, ATTEN= 3%, LAG= 0.0 MIN ' DEPTH END AREA DISCH FT 5 -FT CFS 121, PIPE STOR-IND+TRANS METHOD ' 0.00 0.00 0.00 PEAK DEPTH= .36 FT .10 .04 .15 n= . 012 PEAK VELOCITY= 7.9 FPS .20 .11 .61 LENGTH= 110 FT TRAVEL TIME _ .2 MIN ' .30 .20 1.37 SLOPE= .033 FT/FT SPAN= 10-20 HRS, dt=_l HRS .70 .59 5.87 2 x FINER ROUTING .80 .67 6.85 .90 .74 7.47 ' .94 .77 7.54 .97 .78 7.47 1.00 .79 7.01 Data for 0764700 llyr prop ' DUR.ATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustliri, Inc. 7 Jun 01 HydroCAD, 5. 11 001452 (c) 1986-1999 Applied Microcomputer Systems 1 REACH 4 cb 55 outlet Qin = 5.02 CFS @ 10.10 HRS, VOLUME= .09 AF Qout= 4.96 CFS @ 10.10 HRS, VOLUME= .09 AF, ATTEN= 1%, LAG= 0.0 MIN DEPTH END AREA DISCH FT (SO-FT) CFS 24" PIPE STOR-IND+TRANS METHOD 0. 00 0.00 0.00 PEAK DEPTH= .51 FT .20 .16 .72 n= .012 PEAK VELOCITY= 8.0 FPS ' .40 .45 3 .04 LENGTH= 60 FT TRAVEL TIME = .1 MIN .60 .79 6 .79 SLOPE= .02 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 1.40 2 .35 29.02 2 x FINER ROUTING 1.60 2 .69 33.88 1.80 2 .98 36.94 1.88 3.06 37.28 ' 1. 94 3 .11, 36.94 2. 00 3.14 34.66 ' REACH 5 fes 207 oulet Qin = 1.05 CFS @ 10.10 HRS, VOLUME= 02, AF Qout= -.1.04 CFS @ 10.10 HRS, VOLUME= .02 AF, ATTEN= 1%;, LAG= 0.0 MIN DEPTH END AREA DISCH _ (FT) (SQ-FT L_ __ (CFS 12" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= .42 FT .10 .04 .06 n= .012 PEAK VELOCITY= 3 .4 FPS ' .20 .11 .24 LENGTH= 25 FT TRAVEL TIME = .1 MIN .30 .20 . 53 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS .70 .59 2.29 2 x FINER ROUTING .80 .67 2.67 ' .90 .74 2 .91 .94 .77 2.94 . 97 . 78 2 .91 ' 1.00 .79 2.73 REACH 19 dmh 19 outlet Qin = 13 .87 CFS @ 10.18 HRS, VOLUME= .34 AF Qout= 13 .82 CFS @ 10.18 HRS, VOLUME= .35 AF, ATTEN= Oo, LAG= .2 MIN ' DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 30" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= 1.13 FT .25 .26 .66 . n= .012 PEAK VELOCITY= 6.4 FPS .50 .70 2. 75 LENGTH= 75 FT TRAVEL TIME _ .2 MIN .75 1.24 6.15 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 1.75 3.67 26.31 2 x FINER ROUTING 2.00 4.21 30.71 2.25 4.65 33 .49 ' 2.35 4.79 33.80 2.43 4.87 33.49 2.50 4. 91 31.42 Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5.11 001452 c 1986-1999 Appjjed Microcomputer Systems ' REACH 20 existin3 P pipe and outlet i e ' Qin = 9.62 CPS @ 10.29 HRS, VOLUME= .35 AF Qout= 9.63 CPS @ 10.29 HRS, VOLUME= .35 AF, ATTEN= 0k, LAG= .1 MIN DEPTH END AREA DISCH _(FT (SQ-FT) (CPS) 30" PIPE STOR-IND+TRAINS METHOD 0.00 0. 00 0.00 PEAK DEPTH= .85 FT ' .25 .26 .78 n= .012 PEAK{ VELOCITY= 6.5 FPS 50 .70 3 .26 LENGTH= 30 FT TRAVEL TIME _ .1 MIN .75 1.24 7 .26 SLOPE= .007 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 1.75 3 .67 31.13 2 x FINER ROUTING 2 .00 4 .21 36.34 2 .25 4.65 39.62 2 .35 4.79 39. 99 2 .43 4.87 39.62 2.50 4.91 37.18 ' REACH 201 cb 201 outlet Qin = 0.00 CPS @ 0.00 HRS, VOLUME= 0.00, AF Qout= 0.00 CPS @ 0.00 HRS, VOLUME= 0.00 AF, ATTEN= 00, LAG 0.0 MIN DEPTH END AREA DISCH ' (FT) (SO-FT).(CFS)_ 0" PIPE STOR-IND+TRANS METHOD PEAK DEPTH= 0.00 FT n= .012 PEAK VELOCITY= 0. 0 FPS ' LENGTH= 10 FT TRAVEL TIME = 0.0 MIN SLOPE= .005 FT/FT SPAN= 2 x FINER ROUTING ' REACH 202 cb 202 outlet Qin = 2.80 CPS @ 10 .10 HRS, VOLUME= . 05 AF Qout= 2.73 CFS @ 10.10 HRS, VOLUME= . 05 AF, ATTEN= 3e, LAG= 0 .0 MIN DEPTH END AREA DISCH ' LT) (SO-FT) _.. {CFS), 12.2" PIPE STOR-IND+TRANS METHOD 0.00 0. 00 0.00 PEAK DEPTH= .82 FT .1.0 .04 .06 n= .012 PEAK VELOCITY= 4.0 FPS ' .20 .12 .25 LENGTH= 40 FT TRAVEL TIME _ .2 MIN .31 .20 .56 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt=.l HRS . 71 .61 2.39 2 x FINER ROUTING ' .81 .70 2.79 . 92 .77 3 .04 .96 .79 3.07 .99 .80 3. 04 ' 1.02 .81 2.85 Data for 1764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5 .11 001452 (c) 1986-1999 Applied Microcomputer Systems 1 REACH 203 cb 203 outlet Qin = .21 CFS @ 10.10 HRS, VOLUME= 0.00 AF Qout= .18 CFS @ 10.16 HRS, VOLUME= 0.00 AF, ATTEN= 140, LAG= 3.7 MIN DEPTH END AREA DISCH FT SO-FT CFS 4.6" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= .28 FT ' .04 .01 0.00 n= .012 PEAK VELOCITY= 2.1 FPS .08 .02 .02 LENGTH= 110 FT TRAVEL TIME _ .9 MIN .12 .03 .04 SLOPE= .005 'FT/FT SPAN= 10-20 HRS, dt=.1 HRS .27 .09 .18 2 x FINER ROUTING .31 .10 .21 .35 .].1 .23 .36 .11 .23 .3.7 .11 .23 .38 .12 .21 REACH 204 cb 204 outlet Qin = 50 CFS @ 10.10 HRS, VOLUME= .01,, AF Qout= .48 CFS @ 10.10 HRS, VOLUME= .01 AF, ATTEN- 2%�, LAG= 0.0 MIN DEPTH END AREA DISCH ' (FT) (SQ-FT) (CFSL 6.411 PIPE STOR-IND+TRANS METHOD 0.00 0. 00 0.00 PEAK DEPTH= .43 FT .05 . 01 .01 n= .012 PEAK VELOCITY= 2.6 FPS 1 .11 .03 . 04 LEENGTH= 25 FT TRAVEL TIME _ .2 MIN .16 .06 .10 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS .37 .17 .43 2 x FINER ROUTING .43 .19 .50 .48 .21 .54 .50 .22 _55 .52 .22 .54 .53 .22 .51 REACH 205 cb 206 outlet tQin = 1.36 CFS @ 10. 10 HRS, VOLUME= .02 AF Qout= 1.33 CFS @ 10.10 HRS, VOLUME= . 02 AF, ATTEN= 2$, LAG= 0.0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 9.3" PIPE STOR-IND+TRANS METHOD ' 0. 00 0.00 0.00 PEAK DEPTH= .63 FT . 08 .02 .03 n= . 012 PEAK VELOCITY= 3 .3 FPS .16 .07 .12 LENGTH= 30 FT TRAVEL TIME _ .1 MIN .23 .12 .27 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 54 .35 1.16 2 x FINER ROUTING .62 .40 1.35 .70 .45 1.47 ' .73 .46 1.49 .75 .47 1.47 .78 .47 1.38 Data for 1764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Srustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems 1 REACH 206 cb 206 outlet Qin = .27 CFS @ 10. 10 HRS, VOLUME= 0.00 AF Qout= .24 CFS @ 10.15 HRS, VOLUME= 0 .00 AF, ATTEN= 12g, LAG= 3. 0 MIN DEPTH END AREA DISCH FT (SQ-FT) (CFS 5 .1" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0. 00 PEAT{ DEPTH= .31 FT .04 .01 .01 n= .012 PEAK VELOCITY= 2 .2 FPS .09 G2 .02 LENGTH= 95 FT TRAVEL TIME _ .7 MIN .13 .04 .05 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS .30 .11 .23 2 x FINER ROUTING .34 .12 .27 .38 .13 .30 .40 .14 .30 .,41 .14. .30 3 .43 .14 .28 REACH 207 cb 207 outlet ' Qin = 1, 57 CFS @ 10,10. HRS, VOLUME= .03 AF Qout= •.1.39 CFS @ 10.15 HRS, VOLUME= .03 AF, ATTEN= llo, LAG= 3.2 MIN DEPTH END AREA DISCH (FT)_ (SIFT) tCFS) 9.8" PIPE STOR--IND+TRANS METHOD 0. 00 0.00 0. 00 PEAK DEPTH= .62 FT .08 .03 .03 n= .012 PEAK VELOCITY= 3.4 FPS .16 .07 .14 LENGTH= 150 FT TRAVEL TIME = .7 MIN .25 .13 .31 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS .57 .39 1.33 2 x FINER ROUTING .65 .45 1,55 ' .74 . 50 1.69 . 77 .51 1. 71 . 79 .52 1.69 ' .62 .52 1.59 ' REACH 208 dmh 208 outlet Qin = 11,07 CFS @ 10.10 HRS, VOLUME= .20 AF Qout= 10.25 CFS @ 10.10 HRS, VOLUME= 20 AF, ATTEN= 7%, LAG 0.0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS _ 20.3" PIPE STOR-IND+TRANS METHOD ' 0.00 0.00 0.00 PEAK DEPTH= 1.36 FT .17 . 12 .23 n= .012 PEAK VELOCITY= 5.6 FPS .34 .32 . 97 LENGTH= 120 FT TRAVEL TIME = .4 MIN ' . 51 .57 2.17 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.l HRS 1.18 1.68 9.28 2 x FINER ROUTING 1.35 1.93 10.84 1.52 2.13 11.82 1.59 2.19 11.93 1.64 2.23 11.82 1.69 2.25 11. 09 Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer-Systems REACH 301 dmh 201 outlet ' Qirn = 13 .92 CFS @ 10.17 HRS, VOLUME= .33 AF Qout= 13 .80 CFS @ 10.18 HRS, VOLUME= .34 AF, ATTEN= 1W, LAG= .2 MIN ' DEPTH END AREA DISCH (FT)_ (SQ-FT) � (CFS) 22.2" PIPE STAR-IND+TRANS METHOD 0.00 0.00 0. 00 PEAK DEPTH= 1.47 FT ' .19 .14 .29 n= .012 PEAK VELOCITY= 6.0 FPS .37 .38 1.23 LENGTH= 65 FT TRAVEL TIME _ .2 MIN .56 .68 2 .76 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS ' 1.30 2.01 11.79 2 x FINER ROUTING 1.48 2.31 13.76 1.67 2 .55 15. 00 _ 1.74 2 .62 15.14 1.-79 2 .66-. 15.00 1.85 2.69 14 .08 REACH 302 dmh 202 outlet Qin = 14.10 CFS @ 10.17 HRS, VOLUME= 33 AF Qout= 13 .86 CFS @ 10.17 HRS, VOLUME= .33 AF, ATTEN= 2%, LAG= .4 MIN DEPTH END AREA DISCH (FT)_ (SO-FT.) (CFS) 22 .3" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0. 00 PEAK DEPTH= 1.46 FT .19 .14 .30 n= .012 PEAK VELOCITY= 6.0 FPS .37 .39 1.25 LENGTH= 95 FT TRAVEL TIME _ .3 MIN .56 .68 2 .79 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.l HRS 1.30 2.03 11.93 2 x FINER ROUTING ' 1.49 2.33 13.93 1.67 2.57 15.18 1.75 2.65 15.32 1.80 2 .69 1.5.18 1.86 2.71 14.25 REACH 303 dmh 203 outlet Qin = 11. 93 CFS @ 10.17 HRS, VOLUME= .27 AF Qout= 11.53 CFS @ 10.18 HRS, VOLUME= 27 AF, ATTEN= 39., LAG= 6 MIN DEPTH END AREA DISCH (FT) (S -FT) (CFS 20.9" PIPE STOR-IND+TRANS METHOD 0 .00 0. 00 0. 00 PEAK DEPTH= 1.37 FT .17 .12 .25 n= .012 PEAK VELOCITY= 5.7 FPS .35 .34 1.05 LENGTH= 140 FT TRAVEL TIME _ .4 MIN ' .52 .60 2 .35 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 1.22 1.78 10.03 2 x FINER ROUTING 1.39 2.04 11.71 1.57 2.26 12.77 1.64 2.32 12. 89 1.69 2.36 12.77 1.74 2 .38 11.98 Data for 0764700 10yr prop DUR.ATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. . 7 Jun 01 HyidroCAD 5. 11 001452 C 1986-1999 ARplied Microcomputer Systems REACH 304 dmh 204 outlet Qin = 11.86 CPS @ 10.17 HRS, VOLUME= .27 AF Qout= 11.86 CPS @ 10.17 HRS, VOLUME= .27 AF, ATTEN= Ot, LAG= .1 MIN ' DEPTH END AREA DISCH (FT) (SQ-FT) 1CFS) 20. 9" PIPE STOR-IND+TRANS METHOD f 0.00 0.00 0.00 PEAK DEPTH= 1.37 FT .17 .12 .25 n= . 012 PEAK VELOCITY= 5.7 FPS .35 .34 1.05 LENGTH= 15 FT TRAVEL TIME 0.0 MIN .52 .60 2.35 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt=.l HRS 1.22 1.78 10. 03 2 x FINER ROUTING 1.39 2.04 11.71 1.57 2.26 12 .77 _ 1.64 2.32 12 .89 1.69 2 .36. 12 .77 1.74 2 .38 11.98 REACH 305 dmh 205 outlet ' Qin = 12,10 CPS @ 10.15. HRS, VOLUME= 25 AF Qout= 1-1.62 CFS 0 10.17 HRS, VOLUME= .26 AF, ATTEN= 4k, LAG= .8 MIN DEPTH END AREA DISCH (FT) (SO-FT} (CFS) 21" PIPE STOR-IND+TRANS METHOD 0. 00 0.00 0.00 PEAK DEPTH= 1.34 FT .18 .13 .25 n= .012 PEAK VELOCITY= 5.7 FPS .35 .34 1.06 LENGTH= 150 FT TRAVEL TIME = .4 MIN .53 .61 2.38 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.l HRS 1.23 1.80 10.16 2 x FINER ROUTING 1.40 2 .06 11.86 1.58 2.28 12.94 1.65 2.35 13 .06 1. 70 • 2.38 12 .94 1.75 2.41 12.14 REACH 306 dmh 206 outlet Qin = 10.51 CFS @ 10.15 HRS, VOLUME= .22 AF Qout= 10.31 CFS @ 10. 16 HRS, VOLUME= .22 AF, ATTEN= 2g, LAG= .4 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 19.9" PIPE STOR-IND+TRANS METHOD ' 0.00 T0.00 0.00 PEAK DEPTH= 1.28 FT .17 .11 .22 n= .012 PEAK VELOCITY= 5.5 FPS .33 .31 .92 LENGTH= 85 FT TRAVEL TIME. .3 MIN .50 .54 2.06 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.l HRS ' 1.16 1.61 8.80 2 x FINER ROUTING 1.33 1. 85 10.28 1.49 2. 05 11.21 ' 1.56 2.11 11.31 1.61 2.14 11.21 1.66 2 .16 10. 52 Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999_Applied Microcomouter Systems_ REACH 307 dmh 207 outlet Qin = 10.31 CFS @ 10 .10 HRS, VOLUME= .21 AF Qout= 10.21 CFS @ 10.15 HRS, VOLUME= .21 AF, ATTEN= 1t, LAG= 3 .1 MIN ' DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 19.81, PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= 1.32 FT .17 .11 .22 n= .012 PEAK VELOCITY= 5.5 FPS .33 .30 . 91 LENGTH= 130 FT TRAVEL TIME = .4 MIN .50 .54 2.03 SLOPE= . 005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 1.16 1.60 8 .69 2 x FINER ROUTING 1.32 1.83 10.14 1.49 2 .03 11.06 1.55 2 .09 11.16 y 1.E0 2.12, 11. 06 1.65 2.14 10.38 REACH 999 special dmh outlet Qin = 10.03 CFS @ 10 .10. HRS, VOLUME= .17 AF Qout= -9.72 CFS @ 10.10.FIRS, VOLUME= .17 AF, ATTEN= 3%, LAG= 0.0 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 19.6" PIPE STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= 1.34 FT .16 .11 .21 n= .012 PEAK VELOCITY= 5.5 FPS .33 .30 . 88 LENGTH= 60 FT TRAVEL TIME = .2 MIN .49 .53 1.98 SLOPE= .005 FT/FT SPAN= 10-20 HRS, dt=.1 HRS 1.14 1. 57 8.45 2 x FINER ROUTING 1.31 1.80 9.87 ' 1.47 1.99 10 .76 i 1.54 2.04 10.86 1.58 - 2 .08 10.76 1.63 2.10 10.10 Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 0C1452 (c) 1986--1999 Applied MicrocomRuter Systems POND 1 cb 2 ' Qin = 1.31 CFS @ 10 .10 HRS, VOLUME= . 02 AF Qout= 1.31 CFS @ 10 .10 HRS, VOLUME= . 02 AF, ATTEN= Ot, LAG= 0.0 MIN ' ELEVATION AREA INC.STOR CLUM.STOR STOR-IND METHOD (FT) (SF) (CF) _CF) PEAK STORAGE = 12 CF 74.2 13 0 0 PEAK ELEVATION= 75.1 FT ' 77.5 13 43 43 FLOOD ELEVATION= 77.5 FT START ELEVATION= 74.2 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING Tdet=, 0 MIN ( .02 AF) _# ROUTE INVERT OUTLET DEVICES ' 1 P. 74.2 ' 8" ORIFICE/GRATE- T _- Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 2 cb 52 Qin = 48 CFS @ 10.10 HRS, VOLUME= 11, AF ' Qout+ :. ,49 CFS @ 10,10 HRS, VOLUME= .01 AF, ATTEN= 0'*, LAG 0. 0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF). (CF) _ PEAK STORAGE = 4 CF 69.8 13 0 0 PEAK ELEVATION= 70.1 FT 75.2 13 70 70 FLOOD ELEVATION= 75.2 FT START ELEVATION= 69.8 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING ' ROUTE INVERT OUTLET DEVICES 1 P 69.8' 12" ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) POND 3 cb 54 Qin = 1.96 CFS @ 10. 10 HRS, VOLUME= .04 AF Qout= 1.99 CFS @ 10. 10 HRS; VOLUME= 04 AF, ATTEN= 0%-, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF)_ (CF) (CF) PEAK STORAGE = 10 CF 69.0 13 0 0 PEAK ELEVATION= 69.8 FT ' 73 .5 13 59 59 FLOOD ELEVATION= 73.5 FT START ELEVATION= 69.0 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING _# ROUTE INVERT _ OUTLET DEVICES 1 P 69.0' 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 0764710 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustl.in, Inc, 7 Jun 01 HydroCAD 5 .11 0014S2 (c) 1986-1999 Applied Microcomputer Systems POND 4 cb 55 Qin = 4.97 CFS @ 10.10 HRS, VOLUME= .09 AF Qout= 5. 02 CFS @ 10.10 HRS, VOLUME= .09 AF, ATTEN= 0k, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) _ (CF) �CF) PEAK STORAGE = 13 CF 65.3 13 0 0 PEAK ELEVATION= 66.3 FT 73 .5 13 107 107 FLOOD ELEVATION= 73 .5 FT START ELEVATION= 65.3 FT SPAN= 10-20 HRS, dt=.1 HRS ' 2 x FINER ROUTING ROUTE INVERT OUTLET DEVICES I P 65.3' 24% ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if Hid) ' POND 19 dmh 19 Qin = 13.90 CFS @ 10.18 HRS, VOLUME= .34 AF Qout= 11.87 CFS @ 10.18. HRS, VOLUME= 34, AF, ATTEN= 0�, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF)_. (CF) (CF) PEAK STORAGE = 20 CF ' 69.7 13 0 0 PEAK ELEVATION= 71.3 FT 74 .6 13 64 64 FLOOD ELEVATION= 74.6 FT START ELEVATION= 69.7 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES ' 1 P 69.7' 30't ORIFICE/GRATE Q=. 6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if Htd) ' POND 20 existing storage pond Qin = 13.82 CFS 9 10.18 HRS, VOLUME= .35 AF Qout= 9.62 CFS @ 10.29 HRS, VOLUME= .35 AF, ATTEN= 30t, LAG= 6.6 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 4931 CF 69.0 1464 0 0 PEAK ELEVATION= 70.3 FT 70.0 5188 3326 3326 FLOOD ELEVATION= 74.0 FT ' 71.0 6709 5949 9275 START ELEVATION= 69. 0 FT 72.0 8224 7467 16741 SPAN= 10-20 HRS, dt=.1 HRS 73,0 9993 9109 25850 2 x FINER ROUTING 74. 0 7839 8916 34766 Tdet= 15.4 MIN ( .35 AF) # ROUTE INVERT OUTLET DEVICES 1 P 69.0 ' 301, ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if Hid) Data for 0764700 l0yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Srustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied MicrocoM2uter Systems POND 201 cb 201 ' Qin = 0.00 CFS @ 0.00 HRS, VOLUME= 0.00 AF Qout= 0.00 CPS @ 0. 00 HRS, VOLUME= 0.00 AF, ATTEN= 0%-, LAG= 0 .0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 0 CF 70.3 13 0 0 PEAK ELEVATION= 0.0 PT 73 .8 13 46 46 FLOOD ELEVATION= 73 .8 FT START ELEVATION= 70.3 FT SPAN= ' 2 x FINER ROUTING 4 ROUTE INVERT OUTLET DEVICES 1 P 71. 0' 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 202 cb 202 Qin = 2.78 CFS @ 10.10 HRS, VOLUME= .05 AF Qout= 2.80 CFS @ 10.10. HRS, VOLUME= 0$ AF, ATTEN= W1, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD _ (FT) -(SF) (CF) _(CF) _ PEAK STORAGE = 14 CF 71.0 13 0 0 PEAK ELEVATION= 72.1 FT 73.5 13 33 33 FLOOD ELEVATION= 73.5 FT START ELEVATION= 71.0 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING _I ROUTE INVERT OUTLET DEVICES ' 1 P 71.0' 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) POND 203 cb 203 Qin = .20 CPS @ 10.10 HRS, VOLUME= 0.00 AF Qout= .21 CFS @ 10.10 HRS, VOLUME= 0. 00 AF, ATTEN= 0-, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 3 CF 72 .4 13 0 0 PEAK ELEVATION= 72.6 FT 75.7 13 43 43 FLOOD ELEVATION= 75.7 FT START ELEVATION= 72.4 FT SPAN= 10-20 HRs, dt=.1 HRS 2 x FINER ROUTING ' # _ROUTE INVERT OUTLET DEVICES 1 P 72 .4' 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 0764700 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Srustlin, Inc. 7 sun 01 H droCAD 5.11 001452 c 1986-1999 Applied Microcomputer Systems POND 204 cb 204 Qin = .48 CFS @ 10 .10 HRS, VOLUME= . 01 AF Qout= .50 CFS @ 10.10 HRS, VOLUME= . 01 AF, ATTEN= 0W, LAG= 0. 0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 5 CF 72.8 13 0 0 PEAK ELEVATION= 73 .1 FT 77.0 13 55 55 FLOOD ELEVATION= 77 .0 FT START ELEVATION= 72.8 FT SPAN= 10-20 HRS, dt=.l HRS 1 2 x FINER ROUTING, # ROUTE INVERT OUTLET DEVICES 1 P 72.8' 12" ORIFICE/GRATE: ' Q=.6 PI r^2 SQR(2g) SQR(H-r) (Use H/2 if H<d) POND 205 cb 205 Qin = 1.34 CFS @ 10.10 HRS, VOLTJME= .02 AF Qout= 1.36 CFS @ 10.10. HRS, VOLUME= 02 All, ATTEN= 0*, LAG 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) _ (CF) PEAK STORAGE = 8 CF 72. 9 13 0 0 PEAK ELEVATION= 73 .5 FT 75.5 13 34 34 FLOOD ELEVATION= 75.5 FT START ELEVATION= 72.9 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES 1 P 72 .9, 12" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 206 cb 206 Qin = .26 CFS @ 10.10 HRS, VOLUME= 0. 00 AF Qout .27 CFS @ 10.10 HRS, VOLUME= 0. 00 AF, ATTEN= 0t, LAG= .0. 0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF�_ (CF) (CF) PEAK STORAGE = 3 CF 74.8 13 0 0 PEAK ELEVATION= 75.0 FT 77. 7 13 38 38 FLOOD ELEVATION= 77.7 FT START ELEVATION= 74.8 FT SPAR= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES I P 74.8 ' 12" ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 0764700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HVdroCAD 5.11001452 (c) 1986-1999 Applied Microcomputer Systems POND 207 cb207 ' Qin = 1.54 CFS @ 10.10 HRS, VOLUME= .03 AF Qout= 1. 57 CFS @ 10.10 HRS, VOLUME= . 03 AF, ATTEN= 0%r, LAG= 0. 0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD FT SF CF CF PEAK STORAGE = 9 CF 76.8 13 0 0 PEAK ELEVATION= 77.5 FT 80.0 13 42 42 FLOOD ELEVATION= 80.0 FT START ELEVATION= 76.8 FT SPAN= 10-20 HRS, dt=.l HRS 2 x FINER ROUTING ROUTE _INVERT OUTLET DEVICES 1 P 76.8 ' 12" ORIFICE/GRATE _ - Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) POND 301 dmh 201 Qin = 13.86 CFS @ 10.17 HRS, VOLUME= .33 AF ' Qaut= 13 .92 CFS @ 10.17 HRS, VOLUME= _33, All, ATTEN= 0%, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (_SF) (CF) (CF) PEAK STORAGE = 20 CF ' 70.1 13 0 0 PEAK ELEVATION= 71.7 FT 73 .9 13 49 49 FLOOD ELEVATION= 73.9 FT START ELEVATION= 70.1 FT SPAN= 10-20 HRS, dt=.l HRS 2 x FINER ROUTING ROUTE INVERT OUTLET DEVICES ' 1 P 70.1' 30" 0RIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ! POND 302 dmh 202 Qin = 14.03 CFS @ 10.17 HRS, VOLUME= .32 AF Qout= 14 .10 CFS @ 10.17 HRS, VOLUME= .33 AF, ATTEN= 0%, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD ' (FT) _ (SF) _(CF) _ (CF) PEAK STORAGE = 20 CF 70.7 13 0 0 PEAK ELEVATION= 72.3 FT 75.8 13 66 66 FLOOD ELEVATION= 75.8 FT START ELEVATION= 70.7 FT SPAN= 10-20 HRS, dt=.l HRS 2 x FINER ROUTING ' # ROUTE INVERT OUTLET DEVICES 1 P 70.7' 30" ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 1164700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5 .11 00145.2_ c 1986-1999_Applied_Microcomputer Systems POND 303 dmh 203 ' Qin = 11.86 CFS @ 10.17 HRS, VOLUME= .27 AF Qout= 11.93 CFS @ 10.17 HRS, VOLUME= .27 AF, ATTEN= Oa, LAG= 0. 0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 18 CF 71.5 13 0 0 PEAK ELEVATION= 72. 9 FT ' 77.0 13 72 72 FLOOD ELEVATION= 77.0 FT START ELEVATION= 71.5 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING ROUTE INVERT OUTLET DEVICES 1 P 71.5' 30" ORIFICE/GRATE ' Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 304 dmh 204 Qin = 11.90 CFS @ 10.17 HRS, VOLUME= .26 AF Qout= 11.86 CFS @ 10.17 HRS, VOLUME= 27, AF, ATTEN= Oo, LAG= 0.0 MIN ELEVATION AREA INC STOR Ci3M.STOR STOR-IND METHOD (FT) (SF) CF) (CF) PEAK STORAGE = 18 CF 71.7 13 0 0 PEAK ELEVATION= 73.1 FT 77 .2 13 72 72 FLOOD ELEVATION= 77.2 FT START ELEVATION= 71.7 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINEER ROUTING ROUTE INVERT OUTLET DEVICES 1 P 71.7' 101, ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 305 dmh 205 Qin = 12.04 CFS @ 10.15 HRS, VOLUME= .25 AF Qout= 12.10 CFS @ 10.15 HRS, VOLUME= .25 AF, ATTEN= 0k, LAG= 0 .0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD ' (FT) (SFZ (CF) _ (CF) PEAK STORAGE = 18 CF 72.6 13 0 0 PEAK ELEVATION= 74.0 FT 76.3 13 48 48 FLOOD ELEVATION= 76.3 FT START ELEVATION= 72. 6 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT _ OUTLET DEVICES 1 P 72.6 ' 30" ORIFICE/GRATE Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 0764700 10yr prop ' DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 H droCAD 5.11 001452 c 1986-1999 LEpliea Microcomputer Systems ' POND 306 dmh 206 Qin = 10.45 CFS @ 10.15 HRS, VOLUME= .21 AF Qout= 10.51 CFS @ 10.15 HRS, VOLUME= .22 AF, ATTEN= Og, LAG= 0.0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF1 (CF) (CF) PEAK STORAGE = 17 CF 73.1 13 0 0 PEAK ELEVATION= 74.4 FT ' 78.8 13 74 74 FLOOD ELEVATION= 78.8 FT START ELEVATION= 73.1 FT SPAN= 10-20 HRS, dt=.1 HRS ' 2 x FINER ROUTING # ROUTE INVERT _ OUTLET DEVICES 1 P 73 .1' 30" ORIFICE/GRATE ' Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 307 dmh 207 Qin = 10.25 CFS @ 10. 10 HRS, VOLUME= 20 AF Qout= 10.31 CFS @ 10.10 HRS, VOLUME= .21, AF, ATTEN= 01,, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SFL (CF) -(CF) PEAK STORAGE = 19 CF 73 . 9 13 0 0 PEAK ELEVATION= 75.4 FT 85.4 13 150 150 FLOOD ELEVATION= 85.4 FT START ELEVATION= 73.9 FT ' SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES ' 1 P 73.9' 24" ORIFICE/GRATE Q=.6 PI r^2 SQR(2g) SQR(H-r) (Use H/2 if H<d) ' POND 308 dmh 208 Qin = 11.00 CFS @ 10.10 HRS, VOLUME= .20 AF ' Qout= 11.07 CFS @ 10.10 HRS, VOLUME= .20 AF, ATTEN= 0%�, LAG= 0.0 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) _ (CF) (CF) PEAK STORAGE = 20 CF 74.6 13 0 0 PEAK ELEVATION= 76.2 FT 85.0 13 135 135 FLOOD ELEVATION= 85.0 FT ' START ELEVATION= 74.6 FT SPAN= 10-20 HRS, dt=.1 HRS 2 x FINER ROUTING ' # ROUTE INVERT OUTLET DEVICES 1 P 74 .6 ' 24" ORIFICE/GRATE Q=.6 PI r-2 SQR(2g) SQR(H-r) (Use H/2 if H<d) Data for 0714700 10yr prop DURATION= 10 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc. 7 Jun 01 HydroCAD 5.11 001452 (c) 1986-1999 Applied Microcomputer Systems POND 999 special dmh Qin = 9 .93 CFS @ 10 .10 HRS, VOLUME= .16 AF Qout= 10 .03 CFS @ 10 .10 HRS, VOLUME= .17 AF, ATTEN= 0t, LAG= 0.0 MIN ' ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 29 CF 86.6 20 0 0 PEAK ELEVATION= 88.1 FT ' 89.0 20 48 48 FLOOD ELEVATION= 89.0 FT START ELEVATION= 86.6 FT SPAN= 10-20 HRS, dt=.l HRS ' 2 x FINER ROUTING # ROUTE INVERT OUTLET DEVICES 1 P 86,6 ' 24" ORIFICE/GRATE ' Q=.6 PI r"2 SQR(2g) SQR(H-r) (Use H/2 if H<d) 1 1 1 1 1 1 Wsslive.com's Printer-Friendly Page Page 1 of 1 0:00 Ine,� New Swiss coaster safe,, fun park told Tuesday, August 28, 2001 By EZRA K. FIESER AGAWAM — The manufacturer of the roller coaster proposed by Six Flags New England has an exceptionally positive safety record — good news for the fun park after a recent coaster accident raised questions about the safety of thrill rides. Bolliger&Mabillard Consulting Engineers, the Swiss-based ride manufacturer, has no documented history of accidents on its amusement park rides, according to The Roller Coaster Almanac, a chronology of accidents and achievements in the industry dating back to 1800s. The company has manufactured several roller coasters currently in use across the country. Six Flags'request for a permit to build the ride is being considered by the city's Board of Appeals. A description of the ride Six Flags New England is proposing for the south end of its park — a 120-foot steel roller coaster with top speeds around 50 miles an hour — matches characteristics of Batman the Ride. This ride is in place at six Six Flags New England parks around the country. Six Flags officials would not reveal the identity of the new ride, saying that the details have not yet been decided. "We haven't gotten that far in the process," said spokesman Dean O'Keefe yesterday. "We're working on getting approval of the ride first." Batman the Ride is an inverted,flootless coaster. The trains are attached to the track from above the passengers' heads, leaving their feet dangling. ©2001 UNION-NEWS. Used with permission. Copyright 2001 Masslive.eom All Rights Reserved. http://vv w.masslive.com/printer/printer.ssf`?/news/pstories/ag828siz.html 8/28/01 Masslive.com's Printer-Friendly Page Page 1 of 2 li�con Coaster: Protocol proposed Friday, August 24, 2001 By EZRA K. FIESER The Board of Appeals wants to witness Six Flags New England's roller coaster inspection process and may set up an emergency protocol before acting on a request to build another coaster ride. At its meeting last night, the board continued until Sept. 13 a public hearing on a Six Flags proposal for a 120-foot steel roller coaster in the south end of the park. Park Manager Timothy Black fielded questions about the safety of the rides and the inspection process, most stemming from the Aug. 6 Superman Ride of Steel accident that injured 42 people. "These rides are much safer than even going bowling,"he said. About 2.6 million rides have been taken on the Superman ride since it opened in May last year, Black said. The new coaster would be about 100-feet shorter than the Superman ride, and with a top speed of about 45 miles an hour, compared to more than 70 mph on the Superman ride. Black said the coaster, manufactured by Swiss-based Bolliger& Mabillard Consulting Engineers, is identical to rides used in at least four other Six Flags parks. There has never been an accident on any of those coasters, he said. Four members of the Board of Appeals will visit the park on Aug. 29 at 8:30 a.m. to watch the daily coaster inspection process. Two city councilors raised questions last night about the chain of events after the Aug. 6 accident. Twenty-four people were taken to four hospitals after a train rear-ended another on the ride that day. Councilor Robert E. Rossi said police and fire reports show that no 911 call was made by Six Flags when the accident occurred. An Agawam police officer working a detail at the park heard Six Flags workers conversing about the incident over two-way radios, and notified the Police and Fire Departments, said Rossi. "My suggestion to the board would be to get a copy of the fire and police reports, and build into the permit process a provision that says Six Flags must make a 911 call,"said Council President Gina M. Lettellier. Board member Ronald Hebert said that the fire and police chiefs, along with park officials and the Board of Appeals, will consider devising a protocol to follow in case of an accident. http://www.masslive.com/printer/printer.ssP/news/pstories/ag824coc.html 8/28/01 Massslive.com's Printer-Friendly Page Page 2 of 2 I f _Y. Construction on the new ride would begin in the fall and conclude in mid-March. The board will meet again on Sept. 13 at 7:15 in the Middle School cafeteria. At the first public hearing on the proposal, residents raised concerns about the ride creating additional noise. Black unveiled plans to construct a 20-foot-tall wooden sound barrier. The barrier would muffle much of the noise created from the rides, he said. Six Flags must obtain Planning Board and Conservation Commission approval and a building permit before constructing the wall. ©2001 UNION-NEWS. Used with permission. Copyright 2001 Masslive.com.All Rights Reserved. http://www.masslive.com/printer/printer.ssV/news/pstories/ag824coc.html 8/28/01 Masslive.com's Printer-Friendly Page Page 1 of 2 � R AM Six Flags gets OK to roll out coaster Friday, September 14, 2001 By KEN ROSS AGAWAM — Six Flags New England yesterday received approval to build a new 120-foot-high roller coaster slated to open next summer. The Board of Appeals voted unanimously to grant a special permit to build the roller coaster. Once the board has submitted a formal written decision to grant the permit,the decision can be appealed within 20 days, according to board member Michael E. Tuckey Sr. The written decision will likely be filed in one week,Tuckey added. If no objections are raised, Six Flags plans to begin construction this fall and complete the roller coaster in time for next summer's grand opening, according to Six Flags spokesman Dean O'Keefe yesterday. The Board of Appeals reached its decision after holding two public hearings and visiting the amusement park. The hearing process was put on hold last month when there was an accident injuring 42 riders on the Superman Ride of Steel roller coaster. Board members delayed a decision on the new ride in light of the accident. Four members of the board visited the park and observed the daily safety inspections on other rides two weeks ago. Board of Appeals member Doreen A. Prouty attended the site visit. Based on her visit, Prouty said Six Flags seem to have a clear, detailed plan to react to any accidents at the park. Tuckey agreed. "I was impressed with (Six Flags')safety procedures,"he said. "I would say Six Flags does a great deal to be a good neighbor." Six Flags officials have not decided the identity of the new ride, O'Keefe said. But a description-a 120-foot steel roller coaster with top speeds around 50 miles an hour-matches characteristics of Batman the Ride,already in place at six Six Flags parks around the country. The manufacturer,.Swiss-based Bolliger& Mabillard Consulting Engineers, has no documented history of accidents on its amusement park rides, according to The Roller Coaster Almanac, a chronology of accidents and achievements in the industry dating back to 1800s. "I can tell you that Bolliger and Mabillard has a perfect safety record,"said roller-coaster expert Eric Gieszl, editor of www.ultimaterollercoaster.eom. "To the best of my knowledge they have not had any major accidents on any of their roller coasters and I do know for a fact that no one has been killed on a B&M roller coaster." Batman the Ride is an inverted, floor-less coaster. The trains are attached to the track from above the passengers' heads, leaving their feet dangling. http://www.masslive.com/printer/printer.ssf?/news/pstories/ag9l4cob.html 9/14/01 r c.,, Masslive.com's Printer-Friendly Page Page I of 2 Oman Six Flags coaster plan on docket Monday, September 10, 2001 By EZRA K. FIESER AGAWAM — A decision on whether Six Flags can proceed with a new roller coaster will most likely be rendered by the Board of Appeals this week. The Board has held two public hearings and visited of the park twice over the past six weeks. Six Flags wants to begin construction on the coaster this fall, The hearing process was put on hold last month when there was an accident that injured 42 riders of the Superman Ride of Steel. Board members delayed a decision on the new ride in light of the accident. Four members of the board visited the park and observed the daily safety inspections on other rides two weeks ago. Member Doreen Prouty described the visit as helpful and informative. A description of the new ride -- a 120-foot steel roller coaster with top speeds around 50 miles an hour — matches characteristics of Batman the Ride. This ride is in place at six Six Flags parks around the country. The manufacturer of the ride, Swiss-based Bolliger& Mabillard Consulting Engineers, has no documented history of accidents on its amusement park rides, according to The Roller Coaster Almanac, a chronology of accidents and achievements in the industry dating back to 1800s. "I can tell you that Bolliger and Mabillard has a perfect safety record,"said roller-coaster expert Eric Gieszl, editor of www.ultimaterollsrcoaster.com. "To the best of my knowledge they have not had any major accidents on any of their roller coasters and I do know for a fact that no one has been killed on a B&M roller coaster." Six Flags officials would not reveal the identity of the new ride, saying that the details have not yet been decided. "We haven't gotten that far in the process," said spokesman Dean O'Keefe. "We're working on getting approval of the ride first." Batman the Ride is an inverted,floor-less coaster.The trains are attached to the track from above the passengers'heads, leaving their feet dangling. The Board of Appeals will meet in the Middle School Cafeteria Thursday. There are three hearings scheduled for that day,the first beginning at 6:30. The Six Flags case will be heard at 7:15 p.m. http://v ww.masslive.com/printer/printer.ssf?/news/pstories/ag99advl.html 9/14/01 � Masslive.com's Printer-Friendly Page Page 2 of 2 Six Flags will not have the services of Timothy Black,formerly the park's manager. Black was promoted to New Jersey's Six Flags Great Adventure, the company's largest park, recently. Joseph Meck, head of the company's Warner Bros. Movie World park in Germany will take Black's spot. He is expected to arrive at the park in mid-September. ©2001 UNION-NEWS. Used with permission. Copyright 2001 Masslive.com.All Rights Reserved. http://www.masslive.com/printer/printer.ssP/news/pstories/ag99advl.htrnl 9/14/01 Masslive.com's Printer-Friendly Page Page 1 of 2 ti�e.�on Decision expected new ride Sunday, August 19, 2001 By EZRA K. FIESER AGAWAM — The Zoning Board of Appeals is likely to return with a decision on Six Flags New England's proposal to build a roller coaster, less than three weeks after a roller coaster accident injured 42 people at the park. Six Flags wants to construct a 120-foot steel roller coaster in the south end of the park. Park officials have said the addition of a new coaster would help to reduce long waits for other rides, like the 221-foot Superman Ride of Steel roller coaster. On Aug. 6 two trains collided on that ride, injuring 42 people and sending 24 to four local hospitals, where they were treated mostly for cuts and abrasions. Although board members are required to take such accidents into account when reviewing applications, at least one member said the incident has no bearing on the current proposal. "The safety of the operations of a roller coaster is not within the jurisdiction of the zoning board," member Michael E. Tuckey said. "I'm not certain the accident has anything to do with the site location."Tuckey went on to say he does not believe the accident relates in any way to the site plan for the new coaster. Meanwhile engineers are in the final phase of a review of the Superman ride,which has been shut down since the accident. On July 26 residents voiced concerns other than ride safety to the board as it hearts Six Flags' proposal. "The noise is my concern . . . we hear screaming non-stop,"said Jane McGuy of Riverview Avenue, located south of the park. "How much do we have to put up with?The noise is unbearable." There is a possibility of constructing a sound barrier at the park's edge to muffle the noise. Black suggested either a massive landscape change to the edge of the park or the construction of a wall partially concealed by an augmented landscape. More than 2 million customers visited the park in the 2000 season, Black said. But he expects that number to decline by"several percentage points"when the 2001 season is tabulated. The board meets Thursday at 6:30 p.m. at the Middle School Cafeteria. O 2001 UNION-NEWS. Used with permission. http://www.masslive.com/printer/printer.ssf?/news/pstories/ag819adv.html 8/21/01 Masslive.com's Printer-Friendly Page Page 1 of 2 li�a.ce� Six Flags proposes new coaster Sunday, July 22, 2001 By EZRA K. FIESER AGAWAM — In an attempt to"maintain the necessary level of interest in the park"and "sustain economic viability," Six Flags New England is proposing a new roller coaster. The Board of Appeals will conduct a public hearing on the issue at 6:30 on Thursday in the Middle School cafeteria. The proposed 120-foot-high steel roller coaster received Planning Board approval on June 25. Under local zoning laws, any structure over 45 feet tall needs a special permit. The coaster would be built after the 2001 season in the southeasterly comer of the park. In its proposal to the Planning Board, Six Flags called the area "currently undeveloped and not used for parking or any other purpose." Planning Director Deborah S. Dachos said the location is near the "Mind Eraser"ride. "Six Flags anticipates that attendance during the 2001 season at the park will decrease from the attendance during the 2000 season,"the proposal said. "The new coaster is being installed in an effort to maintain the 2001 attendance levels at the park during the 2002 season." Six Flags said the new ride would not increase traffic. "The installation of the new coaster by Six Flags will not increase attendance at the park, and as a result, existing traffic conditions at the park will not be affected by the installation of the new coaster,"said the proposal. Six Flags thinks that the new ride will decrease the long lines at other roller coasters, such as the Superman Ride of Steel, named best coaster on the planet by Park World magazine last month. The proposed coaster is not part of the master plan, provided to the city as a blueprint for changes to the park since it was renamed Six Flags New England last year. "The new coaster represents a new attraction that Six Flags believes is necessary in order to continue to maintain the level of public interest and excitement regarding the park that must exist in order to sustain economic viability,"the proposal read. Details about the coaster have not been announced. It will be about 100 feet shorter than Superman. 02001 UNION-NEWS.Used with permission. h4://vA w.masslive.com/printer/printer.ssf?/news/pstories/ag722adw.htrnl 7/24/01 L Masslive.com's Printer-Friendly Page Pagel of 2 Coaster: Proposal debated Friday, July 27, 2001 By EZRA K. FIESER Concerns about Six Flags New England traffic and noise dominated last night's public hearing intended to focus on a new roller coaster proposed by the company. Six Flags officials rolled out several new possibilities to deal with problems voiced by residents, many of whom live around the park.The public hearing at last night's Board of Appeals meeting was supposed to address a 120-foot steel roller coaster proposed for the south end of the park. Residents spoke in favor and in opposition of the proposal and the park on an array of issues at the meeting. Several residents were concerned with park traffic creating jams on Main Street and surrounding roads. "Every time the park expands, these problems expand," said Todd M. Peetros of River Road, a street heavily affected by Six Flags traffic. "What master plans are there for traffic control?" Park General Manager Timothy Black suggested a number of possibilities that could help alleviate the problem. Work to the South End Bridge has been moved to a top priority on the state Highway Department's list of projects, according to Black. However, no state money has been committed to the project, he said. River boats, that would shuttle visitors from parking lots on the east side of the Connecticut River to the park, are also a possibility, albeit two years or three years from now. Mayoral candidate Peter J. Monahan attributed many of the Main Street problems to vehicles having to stop and pay$8 at parking lot booths. Monahan suggested eliminating the parking fee and increasing the admission ticket so not to lose revenue. Black said the suggestion would be considered. "The noise is my concern . . .we hear screaming non-stop,"said Jane McGuy, of Riverview Avenue located south of the park. "How much do we have to put up with . . .the noise is unbearable." Black suggested the possibility of constructing a sound barrier at the park's edge to muffle the noise. Black suggested either a massive landscape change to the edge of the park or the construction of http://www.masslive.com/printer/printer.ssP/news/pstories/ag727coa.html 7/31/01 Masslive.corn's Printer-Friendly Page Page 2 of 2 a wall partially concealed by an augmented landscape. As for the roller coaster, Black said it would help the park continue to attract customers. More than 2 million customers visited the park in the 2000 season, Black said. But he expects that number to decline by"several percentage points"when the 2001 season is tabulated. The new coaster would help maintain business, he said. At 117 feet 10 inches, it is considerably smaller than the 200-foot Superman ride. If approved, construction on the ride would begin this fall and conclude in mid-March. Board of Appeals members will conduct a site visit and continue the public hearing Aug. 23 at 6:30 p.m. at the Middle School Cafeteria. ®2001 UNION-NEWS.Used with permission. Copyright 2001 Masslive.com. All Rights Reserved. http://www.masslive.com/printer/printer.ssP/news/pstories/ag727coa.html 7/31/01 u an•lews TUESDAYr AUGUST 28r 2001 SECTIONRp �g so • • 2 . O 'IG �- toldnew ride is � # bin r ; history of accidents on its amuse- A description of the ride Six been decided. yea Agawam Board of Appeals members will observe a safety sent ark rides, according to The Fla New England is proposing "We haven't often that far ' p g >� g' P P g l3 �sl inspection at Six Flags New England tomorrow. Roller Coaster Almanac, a chro for the south end of its park - a the process," said spokesmalk n o l o g y of accidents and 120-foot steel roller coaster with Dean O'Keefe yesterday. "We'r*to By EZRA K.FIESER good news for the fun park after a achievements in the industry dat- top speeds around 50 miles an working on getting approval of tl�t.4,q recent coaster accident raised ing back to 1800s. hour - matches characteristics of ride first." ssq Staff writer The company has manufactured Batman the Ride_ This ride is in Batman the Ride is.an inverted; questions about the safety of thrill several roller coasters currently in place at six Six Flags New Eng- floorless coaster.The trains are.a04? AGAWAM The manufacturer rides• use across the country. Six Flags' land parks around the country. tached to the track from above"of of the roller coaster proposed by Bolliger&Mabillard Consulting request for a permit to build the Six Flags officials would not re- passengers' heads, leaving the:IP6 Six Flags New England has an ex- Engineers, the Swiss-based ride ride is being considered by the veal the identity of the new ride, 9 ceptionally positive safety record- manufacturer,has no documented city's Board of Appeals. saying that the details have not yet Please sae Coaster,Page sail . %ouster: Safety record unblemished Continued from Page 81 The proposed coaster is consid- erably smaller and slower than sd feet dangling. Superman, which stands 221 feet rim "There have been no problems tall and travels at almost 80 miles`s7s with this roller coaster at other an Dour.This ride reopened after a biV parks," Six Flags New England 12-day review and the modifica-W, Manager Timothy Black told a tion of several safety device. ' Board of Appeals meeting. "This The board decided to attend a b3 ride is the absolute Cadillac of roll- safety inspection at the park be- 2ih er coasters." fore approving'a permit for the irM At last week's meeting, the park.The site visit is scheduled fort 3a board called into question the tomorrow at 8:30. safety of the new ride.Many corn- Four members of the board will* ments related to the Aug. 6 acci- watch the daily inspection pro=gq dent on the Superman Ride of cess.The board will reconvene the�. Steel roller coaster, in which 42 public bearing on Sept. 13.at 7.15 foo were injured. in the Middle School cafeteria. yfn _aq :::444 1 � � fi The computer Ride o Steelcoast detected something • and closed the'ride shut � reopened down. It did what it By EZRA K. FIESER "1 did what it was supposed to do. Was supposed to It's clone it before. . . .It's designed - --- - Staff writer to do that." do.t Y AGAWAM - When the Super- Stebbins could not say exactly Ma Ann Stebbins,Six Flags � what the computer detected, but Mary 8 man Ride of Steel's computer Sys- did say it had no relation to the tem sensed a problem and shut the ride's braking system, in which a New England spokeswoman ride down Saturday night, just malfunction caused anAug.6 acci- hours after a 12-day inspection dent. that injured 42 riders Aug.6. concluded and the ride reopened, The passengers were individu- In the weeks thatfollowed,safe- it was a sign the roller coaster's ally escorted off the stopped train, ty engineers from Six Flags, the emergency equipment was work- down a set of stairs and off the ride's manufacturer, Intamin AG ing correctly. ride,Stebbins said. of Switzerland,and Mark Mooney . Around 10 p.m. Saturday, the The ride passed inspections of the state Department of Public ride stopped abruptly, halting a Sunday morning, reopened and; .Safety reviewed the accident and train full of riders about 20 feet up has been operating normally changed several safety features on the ride's 208-foot initial climb. since,Stebbins said. the ride's braking system. "The computer-detected some- The park had just reopened the- They found that a ruptured air ' thing and closed the ride down," ride Saturday upon completion of supply line prohibited the brakes Sias Flags New England spokes- a 12-day review of the circum f woman Mary Ann Stebbins said, stances that led to a rear-end crash Please see Coaster,Page ilb LOCAL, NE: oaster0 SAFETY GUIDELINES, The following is an abbreviated set of amusement park safety guidelines from the state Department of Public Safety. Do your own inspection:Before getting on any rides take a look around ensorand size up the park. Is it clean and well maintained? Watch the rides in operation:Rides should look and sound like they're in top condition and run smoothly every time.A little sway in a wooden roller coaster framework is not only expected,it's built in.The same sway in A ctivated a steel track could be trouble. Check your own restraints:Buckle any seat belt,make sure your lop bar or over the shoulder restraint locks down,visually inspect pins and door ,;eritinued from Page Al latches. Jrpm fully engaging, slowing the heaped all ride restrictions:Some rides restrict pregnant women and incoming train to around 20 miles people with bock problems,heart conditions or under a certain height. per hour before it slammed into Don't assume that the park is exaggerating. another train in the loading sta- Do not stand up on rides:Those signs are there for a reason=standing tion. on a sit-down roller coaster puts your center of gravity much too high. Mooney, the Public Safety De- partment's assistant chief of in- Don't rock the ride:Let the ride provide the motion.Attempts to jazz up a spections,said a series of tests was ride by rocking or swinging can cause the ride to jam or shut down. conducted before the ride reopen- '' ed. "I witnessed them testing it,"he enough to the track to stop the puter,which immediately stopped said. "They went through every train. Instead, it slowed to around the ride. possible scenario they could think 20 miles per hour before the acci- . The Public Safety Department of that could result in any type of dent occurred. does not have jurisdiction over brake failure." But there was enough air pres- permanent amusement parks like Mooney described the rarest of sure left in the chamber to hold Six Flags.As a result,Mooney was circumstances that prohibited the back a spring-loaded backup sys- not at liberty to give an opinion on braking system from engaging tem. the inspection process. Aug.8. To ensure the same thing does Massachusetts is one of only 14 Normally, a long metal fin at- not happen again, Six Flags re- states without a program in which tached to the bottom of each train placed the PVC air supply lines state officials inspect fixed-site passes through a series of six mag- with steel-reinforced air supply amusement park rides, nets,creating a magnetic field that lines and installed quick-release A bill currently stalled in the slows.the train to a stop. valves to allow the backup brakes Massachusetts House, sponsored Air pressure is used to swing the to engage faster. by Rep. Paul E. Caron,D-Spring- magnets away from the track They also added between eight field,would require ride operators when the ride starts, and toward and 14 additional sensors on the to keep logs of any mechanical the track when the braking system braking system to detect air pres- problems as well as service and re- is needed. sure loss, which would tell the pair schedules. But just before the accident oc- computer to stop the ride before an The bill also would authorize ;.curred, the ruptured brake line accident could occur. state inspectors to perform leaked some of the air pressure The computer that controls the random drug and alcohol testing, from. the engaging chamber and ride was also inspected, Mooney ban operators under '18 and re- the magnets moved slowly toward said. quire at least one-state-certified the track. Saturday, one of the ride's sen- staffer at every carnival and The magnets were not close sors relayed a problem to the com amusement park. J h6Uer coaster plan has ups and downs Noise and traffic were 2 of jams on Main Street and sur- rounding roads. the concerns raised by those "Every time the park expands, these problems expand," said who live near the amusement Todd M. Peetros of River Road, a street heavily affected by Six Flags park. traffic. "What'master plans are there for traffic control?" By EZRA K. FIESER Park General Manager Timothy Black suggested a number of pos- s -+s Staff writer sibilities that could help alleviate the problem. Concerns about Six Flags New Work to the South End Bridge England traffic and noise dom.i- has been moved to a top priority nated last night's public hearing on the state Highway Depart- intended to.focus on a new roller meet's list of projects,according to coaster proposed by the company. Black. However, no state money Six Flags officials rolled out sev- has been committed to the project, .eral new possibilities to deal with he said. problems voiced by residents, River boats, that would shuttle -many,of whom live around the visitors from parking lots on the. park. The public hearing at last east side of the Connecticut River :night's Board of Appeals meeting to the park, are also a possibility, as supposed to address a 120- albeit two years. or, three years foot steel roller coaster proposed from now. for the south end of the park. Mayoral candidate Peter,I. Mo- Residents spoke in favor and in nahan attributed many of the opposition of the proposal and the Main Street problems to vehicles park on an array of issues at the having to stop and pay$8 at park- meeting. ing lot booths. Several residents were con- cerned with park traffic creating Pleose see Pork,Page Alt ik: Coaster proposal. debated Continued from Page Al Monahan suggested eliminating the parking fee.and increasing the admission ticket so not to lose rev- enue. Black said the suggestion would be considered. "The noise is my concern. . .we i fhear screaming non-stop," said i EJane McGuy,of Riverview Avenue rlocated south of the park. "How €much do we have to put tip with... 'the noise is unbearable." a Black suggested the possibility ,of constructing a sound barrier at ithe park's edge to muffle the noise. a + Black suggested either a mas- Isive landscape change to the edge 'of the park or the construction of a wall partially concealed by an augmented landscape. a �' As for the roller coaster, Black isaid it would help the park contin- ue to attract customers. r I More than 2 million customers € visited the park in the 2000 season, flack said. But he expects that umber to decline.by"several per- Wentage points"when the 2001 sea- Son is tabulated. * The new coaster would help main business,he said. e*4At 117 feet 10 inches, it is con- ! ,siderably smaller than the 200-foot Superman ride. If approved, con- struction on the ride would begin this fail and conclude in mid- jUarch: t „Board of Appeals members will duct a site visit and continue ' Ae public hearing Aug. 23 at 6:30 {p.m. at the Middle School Cafete- ria_ B,ord set to deride roper Colder #fie A decision on Six Flags'New England's proposal to construct a roller coaster In the south end of the park is expected at tomorr%)Ws Board of Appeals meeting. The company wants to con. struct a 120•foot steel roller coast• er to continue to attract visitors and shorten the waits for other rides. The coaster is nearly 100 feet shorter than the Superman Ride of Steel roller coaster. on which an accident occurred Aug, 6. The Board of Appeals must take such accidents into account when considering new applications.The Board will meet at 6:30 p,m.in the Middle School cafeteria. We must appose a new roper coaster at Six Flags To the Editor: I am putting out a general call to arms to the citi- zens of Agawam. On Thursday, July 26th, at 6:30 p.m. at the Middle School, there will be a public hear- ing by the Board of Appeals.The subject of this meet- ing is Six Flags applying for a special permit to con- struct a new'roller coaster. While I am very much in favor of any local business expansion, we must see this for what it really is. This is much more than simply adding a new ride. This is the next step in the ongoing expansion at Six Flags. With any expansion comes more headaches for the residents of Agawam. Any new attraction will bring more patrons to the park; otherwise, why would Six Flags spend the money? Obviously, with more patrons comes more traffic. So far this year, there hasn't been any major traffic problems. Let's not do anything to make matters worse, I implore the citizens of Agawam to attend the meeting and show that we are against this next phase of expansion, The only way we can stop this problem from getting any worse is by making a strong public showing of just how, we feel. I also ism a challenge to any of our recently-announced candidates for Mayor to show up and let A be kr►ct Mmf they stand on #*issue. Mayor Cohen has, as a matter of record, always put the concerns of the citizens first when it comes to dealing with Six Flags'traffic woes. I'm curious to see where the other candidates weigh in on this. The folks out in Feeding Hills have shown that pub- lic outcry can have an impact. The dormitory would Probably already be built if it wasn't for the efforts of the residents in that area. I applaud their efforts and hope that we can muster the same type of support to fight this latest expansion at Six Flags. Don't be fooled into thinking that this is something that will only affect the residents in the Main Street and River Road areas_ Any increase in Six Flags traf- fic has a negative impact on the entire town. We must speak out against this with a strong public outcry. Our town is certainly worth the effort needed to pre- serve the quality of life that Agawam has always offered. Don't sit at home and figure that someone else will take care of this problem. Take action now. Get involved; after all, it's your town, not Six Flags'! The people that run Six Flags don't live here and don't have to deal with the prob- lems that they create. : look forward to seeing many of you at the Board of Appeals meeting. Todd Peetros Agawam