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8062_SITE PLAN- PREMIER PARKS- 1623 MAIN STREET (RIVERTOWN) 16C)3NC6 ��vericwn� I� ` Transportation Land Development Environmental Services imagination I tnnovatlon I energy Creating results for our clients and benefits for our communities October 7, 1999 VaimsseHangen-&uAU ,1nr. Ref: 06229.00i Chairman Ronald Hebert Zoning Board of Appeals Town of Agawam 36 Main Street Agawam,MA 01001 q}— ,f A Re: Special Permit Applications Rivertown,Riverside Park Case#1617,1618,1619,1620 Additional information—Traffic and Noise Dear Chairman Hebert and Board Members: As a follow-up to the Public Hearings last evening for the Riverside Park Year 2000 program, we are providing the requested information regarding Traffic and Noise. The Secretary of Environmental Affairs approved the information for the Year 2000 program in June 1999 as part of the state environmental process.The following summarizes the requested information: Transportation—Year 2000 The Year 2000 Plan will provide better and safer access to the site and improve traffic conditions on area roadways. Overall traffic impacts of the Year 2000 Plan are under MEPA thresholds requiring the preparation of an ENF. Additional 120 vehicle-trips are projected to be generated on an average weekday during the peak season and 240 vehicle-trips are projected to be generated on an average Saturday during the peak season (see Attachment A). Peak hour traffic impacts of the Year 2000 Plan are projected to be insignificant inasmuch as 25 additional vehicle- trips or less are projected to be generated by the Year 2000 Plan during any hour on any day during the peak season. The elimination of the existing racetrack,which generates approximately 125,000 visitors per year including many truck and trailer trips and has significant traffic peaking characteristics (primarily on Saturdays), will constitute a major traffic improvement. Typically, race participants (with their racecars and equipment) and racetrack patrons gather at the site between 2:00 and 6:00 PM on a race day. Both participants and patrons leave more or less simultaneously, with a 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 a FAX 413.747.0916 email: info@vhb.com \\MASPR\Projens\06229\docs V etters\zbaresponae1007W www.vhb.com Chairman Ronald Hebert Project No.: 06229.00 � October 7, 1999 Page 2 substantial portion discharging from the site at approximately 11:00 PM. Any new Park patrons as a result of the Year 2000 Plan improvements, however, will be arriving and leaving the Park throughout the course of a day, exhibiting more predictable, manageable characteristics. Accordingly, the removal of the racetrack will result in even greater anticipated traffic benefits than a significant improvement already achieved as a result of the completed off-site traffic measures described below contributing to a significant overall improvement in the discharge of traffic from the Park on Saturday evenings. The roadway system serving the Park has'been improved as follows: The construction of a pedestrian bridge over Main Street/Route159 (approximate cost $2.5 million). - Road widening, to provide a right-turn deceleration lane at the southbound entrance to the western driveway to the Park(approximate cost$68,000). r Repaving and restriping of one mile of Route 159 to increase capacity from two lanes to three by reusing the existing pavement width(approximate cost$115,000). Other recently completed on-site access and circulation improvements include: The relocation of the pick-up/drop-off area to eliminate vehicle queues on Route 159 (approximate cost$50,000). Toll collection booths have been relocated to extreme locations of the parking lots to allow for maximum queue storage. Transport vehicles were purchased to move visitors from parking areas to the Park; parking areas were paved to improve efficiency of parked vehicles. Parking lot improvements were made to increase parking capacity and efficiency. The community in the Town of Agawam has already experienced the substantial benefits of these improvements, which the Proponent has undertaken solely at its own cost in cooperation with the Town and MassHighway. To date, during the 1999 operating season (with numerous attendance days comparable to the highest attendance days experienced during the 1998 season), the improvements have eliminated the traffic tie-ups experienced in 1998, allowing traffic to flow freely to and from the Park. The Park's traffic management plan also includes police officer control at key driveways when the Park is open to better utilize the roadway capacity. Noise—Year 2000 The Year 2000 Concept Plan for Riverside Park in Agawam, Massachusetts, will dramatically improve noise conditions at sensitive receptors near the Park. In particular, the Year 2000 Plan will reduce the total sound levels at many of the residential areas around the project site. • A\D6229Ndots\Ietlers\zbaresponse100799.doe Chairman Ronald Hebert Project No.: 06229.00 October 7, 1999 Page 3 t DEP's noise regulation, codified at 310 CMR 7.10, describes regulated sources of noise and provides guidance for enforcing the noise regulation. DEP's noise policy (DAQC Policy 90-001) states that a source of sound will be in violation of the DEP's noise regulation (310 CMR 7.10) if the source: 9 Increases the broad band sound level by more than 10 dBA above the ambient sound level,or ➢ Produces a "pure tone"condition. VHB monitored noise levels in residential areas adjacent to Riverside Park. The predominate sources of noise are roadway traffic, racetrack operations, amusement park rides and equipment, and crowd noise. VHB collected sound data at residential areas on days when the Park was crowded and during time periods with and without the racetrack operations. The results show that the apartments located on Riviera Drive experience an increase in the sound levels from racecar related noise of racetrack operations by approximately 15 decibels. The residential areas along Mark Street and South Street experience an increase in the sound levels from racetrack operations by approximately 5 decibels. The residential areas across the Connecticut River along West Street in Longmeadow also experience an increase in the sound levels from racetrack operations by approximately 5 decibels. These areas will experience substantial reductions in sound levels with the elimination of the racetrack. The residential areas along Main Street (Route 159) near the park, where roadway sound levels dominate, will experience no increase in noise because there will be no increase in traffic. The residential areas along Riverview Street near the park may experience small noise increases due to amusement park activities, but they will also experience a reduction in noise as a result of the elimination of the race car related noise of the racetrack. The Year 2000 Concept Plan for the Riverside Park will result in substantial noise reductions at the Riviera Drive, Mark Street, South Street,-and-West Street (Longmeadow) residential areas. The Riverview Street residential areas may experience small noise increases with offsetting reduction in noise attributable to the racetrack. Any of the increases will be well below the DEP guideline of 10 decibels and the type of noise that occurs at the Park will not generate a pure tone. Long-Range Plan We are in the process of completing a detailed Environmental Impact Report for the long-range development program for Riverside Park. The long-range analysis will include the Master Plan for the Park and the recommended improvements required to mitigate any adverse impacts necessary for implementation of the long-range plans. We have committed to the Town and to the State in writing that this work will be completed and publicly distributed by the end of this year. I r ■ Mo\06229\dots\letters\zbaresponse100799.doc Chairman Ronald Hebert Project No.: 06229.00 October 7, 1999 Page 4 Summary The analysis performed by VHB reflects the traffic and noise for the Year 2000 program will be insignificant. The removal of the racetrack will eliminate traffic impacts currently experienced in the corridor and will provide a net benefit for traffic operations. We are of the opinion that the improvements provided by the Park, to date, will result in smooth traffic operations that are similar to the experience of the 1999 season. We trust the above information satisfactorily addresses the Board's questions. Very truly yours, VANASSE HANGEN BRUSTLIN, INC. ames L. Fuda,P.E. Senior Project Manager cc: Tim Black,Riverside Park Enclosures: Attachment A- Year 2000 Trip Generation Summary Year 2000 Additional Attendance—Park Related Riverside Raceway Trip Generation Riverside Park—Daily Trip Summary R M:\06229\doo Vetters\zbarespome100799.dm i r ATTACHMENT A Year 2000 Plan Trip Generation Summary Vehicle Trips Time Period 1999 Existing Year 2000 New Vehicle-Trips (1.7 mil) (1.725 mil) Year 2000 Plan Friday Daily(vpd) 8,325 8,445 120 Friday Evening Peak Hour(vph) Enter 415 420 5 Exit 275 280 5 Total 690 700 10 Saturday Daily(vph) 16,455 16,695 240 i Saturday Midday Peak Hour(vph) Enter 1,455 1,475 20 Exit 125 130 5 Totai 1,580 1,605 25 Saturday Night Peak Hour(vph) Enter 170 175 5 Exit 1.145 1.160 15 Total 1,315 1,335 20 r f I f , Mi08/Bt+doce,iq,a4nardactdoc Year 2000 Additional Attendance-Park Related 19" Werence Between Projected Existing Year 20M Growth Year 2000 2000 and 1999 ExIsting Annual Attendance Breakdown °Atteodertee!earr .�sasdtiysYl�ttarw�z- �1;700.000; uY:�+lorrt:1:725AD0� stmarva�150.000• Perwmpe o/AmhVance usurp Bus- 5% 5% 5% Attendance by Car 1,615im 1.08,750 142.500 Attendance try Bus 65.000 M= 7,500 Annual Attendance 1,700,000 1.725,000 150,000 Vehlde Occupancy— 3a 3.9 39 Bus Occupancy— 40 40 40 Annual Vehk*S by car 414,103 420.192 36.538 W bus __ 2.12fi 2 156 _ 188 TOW 418228 422.349 36.725 Pick up Drop ON 15% 15% 15% (15%of cars are pick upldrop 011,calculated from ATR counts) Total Cars Pick Up and Drop Olt 62,115 63,029 5,481 Total Cars using Parking Lot 351.937 357.153 31.058 Total Buses 2.125 2.156 188 Total 416MB 422.349 36,726 yehicte Mbs Q runs in andZ tins axl a (vehicles Pick Up and Drop Off) Annual Vehicle Yips 248.462 252.115 21.923 j yfh de Tdi sl f nro 1n and o rrb ourl 2 2 7 (Vehides Parking and Buses Only) Annual Vehicle trips 708,224 718.639 62.490 Total Annual Trips <;3;- ---958,68E axr ': �?�_+ �"..:i�._...:6'!r�13� ''�`e.-'_s�.3� s.•�i_sa::".14�. Annual Trips Converted to Friday and Saturday Adjust to peak condidOns Friday i 0.87%of Annual Trips equeis Peak Friday 0.87% 0.87% 0.87% {Percentage based on 3rd highest Friday of 1998 season) _ Saturday 1.72%of Annual Trips equals Peak Saturday ! 1.72% 1.72% 1.72% l (Percentage used on 3rd highest Saturday of 1998 season)_ _ i�'•' .::a�tv�Y�:. ..:.�" SAt1uCdY1]e6Y,(POdk� 3 8.4551_ �"'tc.^"q!��:;_;1B.$97'.' -:"Ri��1'452�'.' �s `��"-,`ww�-'r242 I Site Trips Assigned to Peak Hour Analyzed Peak Hour Trips Friday peak 6-6 PM Based on site Wive counts.8.3%K Factor 8.3% 8.3% &3% Total Trips - rJ + 161;, .=:K=i : :•e': %i0 Entering(W%) 414 421 37 Exiting(40%) 276 280 24 Saturday Midday 11.12 PM Based on site drive counts.9.6%K Factor 9.6% 9.6% 9.6% Total Trips ,x-r1m560' srQ603' x39 Entering(92%) 1453 1475 128 Exiting(BX) 126 12B 11 5aturdayEvenirg 10.11 PM , Based on she drive counts.8.0%K Factor 8.0% 8.0% 8.0% Total Trips ?'1 a33f6 �� 13vit£ 119 %t +Y ti 'i 8; Entering(13%) 171 174 15 Exiting(87%) 1 t45 1162 101 " Ar.MW Aesnd�s;s al nMrsds PsM Dra'Itlsa�!'Ptsnw Psnu PWAM 7y PMTVW Pshs I ' Avr+p Vomit Oeaprry Inn 7 Am mmra Pmts 1R9rids0 W Prsmyr Pmut j �'swna csp.uy a n� l nu4SPR"4 Riverside Raceway Trip Generation Raceway Information from Saturday 5/22199 Attendance(without racers and employees) 1998 Attendance' 125,000 Number of Feature Races 5 Number of Races in 1998 41 Number of Laps 210 Number of Cars 150 Attendance per race 3.049 Capacity of Raceway 6.200 Tickef Sales Percent of Capacity 49% Pit Attendance 857 Ticket Upgrades to include Raceway 585 Vehicle Occupancy" 3.9 Raceway Season Passes,Includes Park 300 Total Trips per vehicle 2 Raceway Tickets sold at Main Gate _ 820 _ 2562 Total Daily Vehicle-Trips 5635 (Raceway Including Shared Trips with Park) _ Shared with Park Ticket Upgrades 585 Percentage of Raceway Trips Shared with Park 50% Season Passes 300 _Assume 50%of Pit Attendance uses park 428.5 Total Race-Only Vehicle-Trips `+ k+782 _ 1.314 Percent Shared with Park 51% Racecars Number of Races each night Qualifying Races 15 Feature Races 5 Total 20 Number of Racecars Average Number of Racecars in Qualifying Races 10 Average Number of Racecars in Feature Races 20 Total 30 Total Racecars at Raceway per night ~ O" 501 Pit Crew(Assume 500A of racers will have another vehicle) : �6r -225 i Total Trips made by each Racecar and Pit Crew 2 Total Daily Trips by Racecars t :: ;f450 Total Dally Trips-Raceway Attendees and Racecars I1 232 ' Annual Attendance of Raceway provided by Premier Parks Average Vehide Occupancy for 7 Premier Amusement Parks Based on data from races,Saturday May 22, 1999. mawspr/064 94/tech/traffic/racewaytrfpgen.xls-y2o0orw Riverside Park Agawam, MA Daily Trip Summary - Annual Attendance' 1999 Existing Projected 1,700,000 Year 2000 Plan Projected 1,725,000 Net Increase with Year 2000 Plan Year 2000 Plan Projected Attendance 1,725,000 1999 Exists Projected Attendance 1,7.00,000 _Difference 25,000 Annual Raceway Attendance` 125,00e Existing Raceway Vehicle-Trips" Attendee THps^ 780 Racer Trips 450 Total 1,230 Annual Year 2000 Additional Attendance' 150,000 (for New Major Attractions, Coasters, Rides, etc..) Net Daily Trips" - Year 2000 Daily Trips 1,450 Raceway _ (1,230) Total 220 (calibration check 220- 240) Trip Generation estimate 240 Provided by Premier Parks Calculated by VHB using data provided by Premier Parks A Average of all races for 1998 *As noted in the text,in removing the racetrack,the Proponent will be eliminating a 52-year-old business,thereby forfeiting 125.000 in annual attendance or longstanding patrons of racetrack events. While the Proponent hopes to replace the lost attendance by vfhue of the Year 2000 Plan improvements and achieve a net increase in attendance or 25,000,there is no certainty that the Proponent will be able to snake up the lost numbers or achieve the desired net increase. MASPR\064941techltratticlracewaytripgen.xls-y200os m TOWN OF AGAWAM INTEROFFICE y MEMORANDUM °Raan To: Planning Board CC: John P. Stone, VHBIVanesse Hangen Brustlin, Inc., File From: Engineering Division Date: February 9, 2000 Subject: Site Plans - Rivertown - Six Flags New England - SP 306 Per your request dated February 7, 2000 we have reviewed the site plan entitled," Site Plans - Six Flags New England,Rivertown, by Vanasse Hangen Brustlin, Inc., for Premier Parks & Stuart Amusement Company,dated December 3, 1999,revision date January 14, 2000(Amendment #4 ), scales 1" = 60', 1" = 40' and 1" = 30' " and these submitted plans are ready for the Board's signatures. If you have any questions please do not hesitate to contact our division. Yours truly, Sincerely, des T. Daley, P.E. an oya skis Town Engineer Civil ngineer I h:\engineerlsp\306M.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: February 7, 2000 SUBJECT: Site Plans -Rivertown &Main Gate Area - Six Flags New England Please be sure the attached Site Plans are ready for the Board's signatures at their February 17`' meeting. Thank you. DSD:prk �1 TowN OF AGAWAN? O� 9 INTEROFFICE MEMORANDUM �'°R 0Mpy� To: Planning Board CC: John P. Stone, VHB/Vanesse Hangen Brustlin, Inc., VRK, File From: Engineering Division Date: November 17, 1999 Subject: Site Plan - Main Street - Premier Parks - Riverside Park - (Rivertown) - SP 306 Per your request dated November 9, 1999 we have reviewed the revised site plan entitled,"Site Plans -Rivertown, Riverside Park, Issued for Site Plan Approval &Notice of Intent, for Premier Parks, by Vanasse Hangen Brustlin, Inc., dated October 4, 1999, revised October 25, 1999, scales V = 30' and V =60'." The following items should be addressed before the Planning Board signs off: 1.) In regards to the proposed sanitary sewer system for this project the following should be implemented: A. - Size and type of pipe should be added to the plans for both the gravity and force main sanitary sewer lines, and meet town specifications. B. - The slope for the gravity section of the sewer line should be added. C. - A trench section detail according to town standards should be included. D. - The gravity portion of the proposed sanitary sewer on Sheet C-3 is approximately 150' feet in length, a cleanout should be provided near the proposed bend and constructed according to town standards. E. - Any bends used for building connections should be labeled long sweep. F. - A Sewer Extension Permit will be required by the Department of Environmental Protection (Pump Station). G. - Details of the Sanitary Sewer Pump Station should be provided. If you have any questions please do not hesitate to contact our division. Yours truly, Sincerely, T. es T. Daley, P.E. Van c annakis Town Engineer Ci it ngineer I haet3B eeAsp1306126.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: November 9, 1999 SUBJECT: Revised Site Plan - Rivertown - Riverside Park Please review the attached Revised Site Plan for Rivertown to be sure it is ready for the Board's signatures at their November 18' meeting. Thank you. DSD:prk TOWNoFAGAwAm INTEROFFICE MEMORANDUM To: Office of Planning and Community Development CC: Conservation Commission, John P. Stone, VHB, Files, VRK From: Engineering Division Date: October 19, 1999 Subject: Riverside Rivertown - Drainage Study Per your request dated October 14, 1999 we have reviewed the submitted Stormwater Management Report for Riverside Park, prepared for Premier Parks, by VHB/ Vanasse, Hangen Brustlin,Inc.,dated October 12, 1999 and we approve the drainage calculations. As per discussions between the Town and VHB, they will address any needs regarding Chapter 91 license. If you have questions please do not hesitate to contact this division. Sincerely, WSincerel /ames T. Daley, P.E. Van yannakis Town Engineer Civi E gineer I Uengineerkcicc 190_13.wpd TOWN OF AC A VAM .. •r 3e .wAIti STREET ACAWAM, YLASSACH' 'SETTS 01001 Tel. 413-798-0400 M . FAX COVER SHEET Fax Number (413) 786-9927 a • Originating Department: ' r -/ q7- 09l & - . FROM: Number of Pages Including Cover Sheet: •n + Comments: r Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y c� Q Mpy�'1 Tel. 413-786-0400 Fax 413-786-9927 October 24, 1999 Tim Black ,' General Manager - N Riverside Park 1623 Main Street -o Agawam, MA 0 100 1 N Dear Mr. Black.- At its duly called meeting held on October 21, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "Rivertown, Riverside Park, 1623 Main Street, Agawam, Massachusetts" prepared by Vanasse Hangen Brustlin, Inc. and dated October 4, 1999 with the condition that the Engineering comments contained in the memo dated October 20, 1999 (attached) must be addressed. Please submit three (3) sets of revised plans to the Planning Board for its signatures. In other business, the Board reviewed the plans for the erection of two additional towers adjacent to the existing Helavator tower and the replacement of the "Black Widow" ride with a new, state- of-the-art roller coaster and have voted to not require the submission of site plans for these activities. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis Hopkins, Acting Chairman Agawam Planning Board cc: Clerk Engineering s Building TOWN OF AGAWAM A INTEROFFICE - y MEMORANDUM To: Planning Board CC: Joan P. Stone, VHB/Vanesse Hangen Brustlin, Inc., VRK, File From: Engineering Division Date: October 20, 1999 Subject: Site Plan - Main Street - Premier Parks - Riverside Park - (Rivertown) - SP 306 Per your request dated October 6, 1999 we have reviewed the plans entitled,"Site PIans - Rivertow-n, Riverside Park,Issued for Site Plan Approval & Notice of Intent, for Premier Parks, by Vanasse Hangen Brustlin. Inc., dated October 4, 1999, revised October 12, 1999, scales l" = 30' and 1" = 60'." We have the following comments. i.} The location of this project is well removed from any town right-of-ways and is well within the applicant's boundary. Some provisions that we usually review will not be involved in this application. 2.) On July 14, 1999 we sent a memorandum to the Planning Board regarding "Riverside Park Year 2000 Plan" which included the following comment, "We are concerned with the possibility of a greater increase in attendance than expected. The addition of a 185' steel roller coaster is a major attraction. If Premier Parks has data on park attendance after adding a major attraction, such as a 185' steel roller coaster, at another park, it would be beneficial to receive this information. An increase in attendance larger than anticipated can have a much greater effect on traffic, parking, water and sewer usage, noise and air quality." We did not receive any correspondence on this matter and our division is still concerned there could be a larger increase in attendance than expected. 3.) On Sheet C-1, note #17 should state that the certifications being provided to the town building inspector should include those for buoyancy protection, flood proofing and certification that foundations for specific rides and structures were built to specification. g 4.) The plans for the proposed rides, when submitted to the building inspector, should be stamped by a Massachusetts Professional Engineer, which should include foundation plans based on actual soil tests. 5.) A Massachusetts Professional Engineer should be on-site to inspect the installation of the proposed rides. 6.) The following note should be added to the plans,"Prior to any installation of anv sewer, water or drainage lines. the contractor/owner shall contact the Town of Agawam's Engineering Division. 736-0400 x 275I$. No piping/appurtenances will be installed or backfilled without the permission of the division, as applicable." 7.) We have approved the Storm Drain Calculations and the Compensatory Storage (+4995 c.y. excess provided) for this project. We will grant approval for a Storm Drain Permit. The applicant will need to fill out an application and submit it to the Department of Public Works. 8.) In regards to the proposed sanitary sewer system for this project the following should be implemented: A. - Size and type of pipe should be added to the plans for both the gravity and force main sanitary sewer lines, and meet town specifications. B. - The slope for the gravity section of the sewer line should be added. C. - A trench section detail according to town standards should be included. D. - The gravity portion of the proposed sanitary sewer on Sheet C-3 is approximately 150' feet in length, a cleanout should be provided near the proposed bend and constructed according to town standards. E. - Any bends used for building connections should be labeled long sweep. F. - A Sewer Extension Permit will be required by the Department of Environmental Protection (Pump Station). G. - Details of the Sanitary Sewer Pump Station should be provided. H. - There is the possibility of a shorter run for the proposed sanitary sewer force main, running it out towards the midway. 9.) We will allow the use of 6" HDPE water pipe considering that all construction is after the meter and it will be the park's responsibility for any maintenance. A gate valve should be included at the end of the proposed HDPE water line on sheet C-4 for future construction. 10.) Although we are not requiring the following details to be added to the plan, it is recommended that they be added for construction purposes: hydrant detail, gate valves and bends, cape cod berm detail, typical pavement thickness detail for proposed access road and paved areas, sidewalk section detail, etc.. If you have any questions please do not hesitate to contact our division. Aames truly, Sincerely,T. Daley, P.E. Van Kacoyannakis Town Engineer Civil Engineer I h:lengineer\sp1306125.wpd r Transportation Land Development • Environmental • services imagination tnnovation energy Creating results for our clients and benefits For our communities October 21, 1999 _yanaccn_Hangen-B-rustUn,-Luc-- Ref: 06229.00 Charles Calabrese Planning Board Chairman Town of Agawam 36 Main Street Agawam,MA 01001 Re: Site Plan Review Comments Riverside Park Dear Chairman Calabrese and Board Members: Vanasse Hangen Brustlin, Inc. is in receipt of the Interoffice Memorandum from the Town of Agawam Engineering Division pertaining to the review of site development plans prepared for Riverside Park-Premier Parks-Rivertown, dated October 20, 1999. This correspondence is being issued to address the Engineering Division's review comments in an effort to expedite the approval of this project at the Town of Agawam Planning Board public hearing on October 21, 1999. 1) No additional comment required. 2) The net increase in attendance at the Park is estimated to be 25,000 patrons. The overall patron increase is offset by the reduction in attendance due to the removal of the Park's raceway. The Notice of Project Change prepared and filed earlier this year addressed these issues, and indicated that no significant impacts to infrastructure are expected due to development of this amusement area. Additionally,noise and air quality will be greatly improved after development, due to removal of the raceway and the impacts associated with this type of entertainment. Long range plans for further development are currently being developed and documented for inclusion in the Environmental Impact Statement to be completed by the end of this year. This document will address developmental issues and offer proposed mitigation efforts to remedy any potential infrastructure impacts. 3) The referenced note will be added to Sheet C-1. 4) The design plans for the proposed rides will be reviewed and stamped by an engineer licensed to practice in the Commonwealth of Massachusetts, and will include foundation design based on actual soil data. 5) A professional engineer licensed to practice in the Commonwealth of Massachusetts will oversee the construction and installation of the proposed rides. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 email: info@vhb.com \\\06229\doh\1etters\PB 10.2I-99 www.vhb.com Charles Calabrese Project No.: 06229.00 October 21, 1999 Page 2 6) The referenced note will be added to the Utility Plans. 7) The Storm Drain Permit will be prepared and filed with the Town of Agawam Engineering Division within 30 days of receipt of site plan approval from the Agawam Planning Board. 8) Items 8A through 8E will be included on the Utility Plans to be used for construction. A completed Department of Environmental Protection Sewer Extension Application and a finalized Pump Station design will be submitted for reference within 30 days of receipt of site plan approval from the Agawam Planning Board. 9) The development plans will reference the use of HDPE waterpipe within the limits of development. A gate valve will be included at the end of the water main near the Family Coaster for use in future extension. 10) The referenced details will be reviewed for compatibility with the Park's design and functionality and will be included to the fullest extent possible. We believe the above responses will satisfactorily address the review issues identified by the Town of Agawam Engineering Division. We look forward to working with the Board and the Town staff to bring the project to fruition and begin construction as scheduled. Please do not hesitate to contact us if you have any questions. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. ames L. Fuda,P.E. Senior Project Manager r \06229\d ocs\1 et to r s P 6 1 o-2]-99 i i AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 19, 1999 DATE RECEIVED: October 6, 1999 DISTRIBUTION DATE: October 6, 1999 PLANNING BOARD MEETING DATE: October 21, 1999 APPLICANT INFORMATION 1. Name of Business: Premier Parks and Stuart Amusement Company Address: 1623 Main Street, P.O. Box 307, Agawam, MA 01001 2. Owner: Same Address: Same Telephone: (413) 786-9300 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield, MA 01105 Telephone: (413) 747-7113 PLAN REVIEW Scale: 1" = 30' Date: October 4, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Removal of existing raceway and all appurtenances. Replace with new ride and attractions. See attached letter. Site Plan Review Page 2 Description of Site: The site is presently a recently closed raceway, a grandstand with seating for 6,000, several paved race pit and parking area. A major portion of the site is in the 100-year floodplain and some portions are in the 200-foot Riverfront Area and the 100-foot Buffer Zone. The applicant has submitted applications to the Conservation Commission and the Board of Appeals. Provision for Traffic Flow: The site is accessed by way of a 18' access road which originates in the vicinity of the Mind Eraser and follows the present edge of pavement, along the riverbank to the north. The Fire Department has asked that a "T" be placed at the terminus to allow fire trucks to turn around. They have also asked that a gravel drive be installed along the northern boundary of Rivertown. Parking: No additional parking is shown. The applicant should show how the additional patronage will be accommodated. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The landscaping plan does not provide the level of detail usually provided to the Board. An "As Built" plan would probably be appropriate in this case. Sign Location: Not provided. May not be necessary. Exterior Lighting: O.K. Rendering or Elevations: Not provided. Dumpster Location: Not provided. Other Comments or Concerns: The applicant has reported that a filing with MEPA will be made by the end of the year. The Planning Office asks to be provided with this filing as soon as it is completed. Transportation Land Development • Environmental • Services • imagination mnovatton I energy Creating results for our clients and benefits for our communities y Vanasse Nangen Brustlin ]'nr._ _ Ref: 06229.00 Ms. Deborah Dachos Department of Planning and Community Development Town of Agawam 36 Main Street Agawam, MA 01001 Re: Site Plan Review Application Rivertown, Riverside Park 1623 Main Street Agawam,Massachusetts Dear Ms. Dachos: In accordance with Section 180-13 of the Town of Agawam Zoning By-law and on behalf of Stuart Amusement Company and Premier Parks (collectively the "Applicant"), Vanasse Hangen Brustlin, Inc. is hereby filing an application for site plan approval. We have enclosed ten copies of the Site Plan and the Site Plan Application form for the Town's review. As you are aware, the Applicant is proceeding with plans to remove the existing raceway and all related appurtenances and replace the raceway with a new park known as "Rivertown". The Applicant is filling the enclosed Site Plan Approval Application with you in accordance with the applicable requirements of the Agawam Zoning By-law, The Rivertown site plan includes the addition of a Steel Roller Coaster, which is currently submitted to the Board of Appeals for Special Permits for height and for development within the 100- year floodplain. We also have two additional Special Permit Applications directly associated with Rivertown before the Zoning Board of Appeals. The applications submitted are as follows: 1 1. Addition to the Existing Tower Ride (Helevator) — proposed addition of two additional towers adjacent to the existing tower. The additional towers will be of the same height and design as the existing tower and is proposed to reduce the waiting time currently experienced with the single tower. 2. Steel Coaster Ride Replacement - replacement of the existing 'Black Widow" ride with a steel roller coaster in the same approximate location. The replacement will upgrade the technology of the existing ride for current state-of-the-art performance. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 • FAX 413.747.0916 email: info@vhb.com M:106229\docs1dctterslSite Plan Applicationl0-4-99.doc www.vhb.com Deborah Dachas • Project No.06229.00 October a, 1999 Page 2 We are requesting your clarification to the Building Inspector that these items do not require site plan review from the Board. Two copies of each Site Plan submitted to the Board of Appeals are enclosed herein for your reference. Full copies of the applications as submitted to the Board of Appeals are on file with the Town. If you require any additional information or materials with respect to the enclosed application, please let me know. We are respectfully requesting to be placed on the agenda for the October 21s1 meeting of the Planning Board. Very truly yours, VAIASSE HANGE _BR STLIN, INC. 4-4 J mes L. Fuda,P.E. eniar Project Manager Attachments: (10)Site Plan Review Applications (10)Project Narrative (10)Overall Amusement Park Locus Map dated October 4, 1999 by VHB, Inc. (10)Sets of Site Plans dated October 4, 1999 by VHB, Inc. cc w/Attachments: Tim Black, Riverside Parks VHB Project File W06229`docsl1euers\site Plan Application10-4-99.doc c« 4CS 4 6 1999 AGAWkM PLANNING BOARD Form D LP Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board -r Office of Planning and Community Deveiopment 36 Main Street Agawam, MA 0 100 1 1. Name of Business Premier Parks and Stuart Amusement Company Address1623 Main Street P. O. Box 307, Agawam, MA 01001 ? Name of AppiicantIOwmerP rem ier Parks ' & Stuart Amusement Company Address 1623_ Main Street P. O. Box 307, Agawam, MA 01001 Telephone -7 -9300 Tim Black ext. 3202 ) 3. NamecfEntrineer/ArciutectVanasse Hansen Brustiin, Fnc . Address505 _East Columbus Avenue, Springfield, MA01105 Telephone 4 -747-7113 4. Please give a brief description of the proposed project: See Attached Project Narrative Revised 11/06/98 OCj 0 6 1999 aokaertown Narrative Agawam, Massachusetts October 4, 1999 Project Narrative: This narrative is an attachment to the Site Plan Application of Stuart Amusement Company and Premier Parks, Inc. (collectively, the "Applicant") in connection with the replacement of the existing raceway and related improvements at Riverside Park with a new park feature area known as "Rivertown". This narrative provides a project description and overview of the new park area to assist the Planning Board in its review of the Site Plans. A portion of this new park area is located in the 100-year floodplain, and the Applicant has applied for a Special Permit pursuant to Section 180-71 of the Zoning By-law for the Town of Agawam. Concurrent with the Site Plan Application and the Special Permit reviews by the Planning Board and the Zoning Board of Appeals, the Conservation Commission is reviewing the Notice of Intent submitted on October 4, 1999 on behalf of the Applicant for work within the 200-foot Riverfront Area and the 100-foot Buffer Zone. Collectively approvals from each respective Town board will provide the Applicant with local approvals to proceed with construction subject to receipt of final approvals from the Building Inspectors office. Project Description: The project involves the removal from Riverside Park of the existing raceway and all related appurtenances. The raceway is located in the floodplain, and a substantial portion of the raceway is located below the elevation of the one hundred-year flood (the "Raceway Area"). The Applicant intends to redevelop the Raceway Area and make it part of a new park area known as "Rivertown." The proposed improvements will remove a significant extent of paved and impervious surfaces and replace these hard surfaces with grassed and landscaped areas. In addition, the proposed improvements will install a Stormwater Management program and drainage system that will meet DEP's Water Quality requirements. The location of Rivertown is shown on the attached overall locus plan. The existing raceway consists of a large bituminous race track used for stock car racing and other racing events, a large grandstand with seating for 6,000, several paved race pit areas and a paved parking area. These existing facilities will be completely removed from the Raceway Area. The improvements comprising Rivertown consist of: • Steel roller coaster, • Small family roller coaster, • Two minor capacity rides, • Four skill games booths, • Rivertown Narrative -Site Plan October 4, 1999 • 2,500 seat open air theme show area, • 4,500 square foot restaurant, • 1,800 square foot refreshment stand, • 260 square foot refreshment stand; • 1,030 square foot gift shop, • New restroom facilities. In order for Rivertown to serve as a contiguous extension of the existing attractions at Riverside Park, substantially all of the Rivertown improvements will be constructed at elevations above the existing raceway at levels comparable to the elevation of the existing amusement park improvements. The replacement of the raceway with Rivertown will dramatically improve the existing conditions within the floodplain as follows: • There will be more compensatory flood storage located within the Raceway Area following the completion of the removal of the raceway and the construction and installation of the Rivertown improvements then the compensatory flood storage that currently exists. • The Rivertown improvements that replace the raceway will include a stormwater management system that will treat stormwater runoff to aid in the removal of total suspended solids and potential pollutants. There is presently no treatment of stormwater runoff from the raceway prior to its outfall adjacent to the Connecticut River. The stormwater management system comprising part of the Rivertown improvements will dramatically enhance stormwater quality and the prevention of pollution. Summary: The replacement of the raceway and related appurtenances with the Rivertown - improvements will result-in the creation of significant landscaped areas and walkways within the Raceway Area that will replace the extensive paved areas that currently exist. The change in the use of the Raceway Area from the raceway to the new Rivertown will significantly reduce the typical pollutants associated with motor vehicle usage and paved areas and provide recharge to the groundwater. Rivertown has been designed to meet the requirements of the Town's Zoning ordinances and in a manner consistent with the investment and changes made by Riverside Parks over the last two years. r \\MASPR\Projects\06229\docsWARiOUS\Site Plan Review\Riverside Park Narrative- siteplanreview 100499.doc2 a _ vim vie HwW=&ftft Im OCR 0 1� THE PROPOSED "RIVERTOWN" MUM-100 • ,_ _��`<t � ��- Y� PROPOSED STEEL 1 t � !!6 y� - fflud- P�.�� ' • �°°°`"""�`ROLLER COASTER CONNECTICUT RIVER ` WR9 4UMOU •� r Appiloont a.::.'`' Premier Parks & _10„ Stuart Amusement Company 1623 Main Street .o Agawam,Massachusetts T E GROVE -, Y :" •� Owner Premier Parks& 49''g 1 o ' r i • od rI x Stuart Amusement Company 1623 Main Street s : C3 o Agawam,Massachusetts 'ISLAND KINGDOM WATER PARK / b "R' f .•. Q WESTERN I I i' VILLAGE 4 f ■ a,I I " ' - ROUTE! 159, MAIN STREET cl 1' 1 � STEEL ROLLER COASTER REPLACEMENT r- -�-� -� ("BLACK WIDOW" RIDE) n I Rivertown Riverside Park ADDITION TO THE EXISTING TOWER RIDE 1623 Main Street ADDITIONAL H LEVATO TOWERS) ° AVVWM sb=.kWu, Appwvd xotioe d� Overall Anrusement Paz$ Locals Map GRAPHIC SCALE 1 ,mm- 00 w . ospY • .� • • TOWN OF AGAWAM INTEROFFICE y ........... ��ATE MPy MEMORANDUM Q To: Planning Board CC: John P. Stone, VHBIVanesse Hangen Brustlin, Inc., VRK, File From: Engineering Division Date: October 20, 1999 Subject: Site Plan - Main Street - Premier Parks - Riverside Park - (Rivertown) - SP 306 Per your request dated October 6, 1999 we have reviewed the plans entitled,"Site Plans - Rivertown, Riverside Park, Issued for Site Plan Approval &Notice of Intent, for Premier Parks, by Vanasse Hangen Brustlin, Inc., dated October 4, 1999, revised October 12, 1999, scales i" =30' and V = 60'." We have the following comments. 1.) The location of this project is well removed from any town right-of-ways and is well within the applicant's boundary. Some provisions that we usually review will not be involved in this application. 2.) On July 14, 1999 we sent a memorandum to the Planning Board regarding "Riverside Park Year 2000 Plan" which included the following comment, "We are concerned with the possibility of a greater increase in attendance than expected. The addition of a 185' steel roller coaster is a major attraction. If Premier Parks has data on park attendance after adding a major attraction, such as a 185' steel roller coaster, at another park, it would be beneficial to receive this information. An increase in attendance larger than anticipated can have a much greater effect on traffic, parking, water and sewer usage, noise and air quality." We did not receive any correspondence on this matter and our division is still concerned there could be a larger increase in attendance than expected. 3.) On Sheet C-1, note ##17 should state that the certifications being provided to the town building inspector should include those for buoyancy protection, flood proofing and certification that foundations for specific rides and structures were built to specification. 4.) The plans for the proposed rides, when submitted to the building inspector, should be stamped by a Massachusetts Professional Engineer, which should include foundation plans based on actual soil tests. r i 5.) A Massachusetts Professional Engineer should be on-site to inspect the installation of the proposed rides. 6.) The following note should be added to the plans,"Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division, as applicable." 7.) We have approved the Storm Drain Calculations and the Compensatory Storage (+4995 c.y. excess provided) for this project. We will grant approval for a Storm Drain Permit. The applicant will need to fill out an application and submit it to the Department of Public Works. 8.) In regards to the proposed sanitary sewer system for this project the following should be implemented: A. - Size and type of pipe should be added to the plans for both the gravity and force main sanitary sewer lines, and meet town specifications. B. - The slope for the gravity section of the sewer line should be added. C. - A trench section detail according to town standards should be included. D. - The gravity portion of the proposed sanitary sewer on Sheet C-3 is approximately 150' feet in length, a cleanout should be provided near the proposed bend and constructed according to town standards. E. - Any bends used for building connections should be labeled long sweep. E - A Sewer Extension Permit will be required by the Department of Environmental Protection (Pump Station). G. - Details of the Sanitary Sewer Pump Station should be provided. H. - There is the possibility of a shorter run for the proposed sanitary sewer force main, running it out towards the midway. 9.) We will allow the use of 6" HDPE water pipe considering that all construction is after the meter and it will be the park's responsibility for any maintenance. A gate valve should be included at the end of the proposed HDPE water line on sheet C-4 for future construction. 10.) Although we are not requiring the following details to be added to the plan, it is recommended that they be added for construction purposes: hydrant detail, gate valves and bends, cape cod berm detail, typical pavement thickness detail for proposed access road and paved areas, sidewalk section detail, etc.. If you have any questions please do not hesitate to contact our division. A truly, Sincerely, 1. 7T. Daley, P.E. Van oyannakis Town Engineer Civil Engineer I h:lcngineerlsp1306U5.wpd i 'Transportation tAlrld Development Environmental 505 Ea;z Columbus Rv�Prnu& �- .2212&ie Luno'n Rru.titlil, Inc- _ 5pri�ign,>Jd,�LissacJtiusetts�i':JCS•_5 A PHONE00) FAX Transrnittal -".cnipany. VHB Project No.: - TCII ^huRe%0.! total No.of Fige=,: 1 oo (Inc,covar sheet) Fax No.: Bate and Time: �ginai of teJecopy wJp be sent on,,,Ld��,,,,, �5- 0 Qripz►al of teleco v+milt not be cent Zeal ',V t." I—�' J ✓ C a L1" �/�i-ice _ �. . T 'd El21'E 'OtJ 4 Transportation • l-and Development . Environmental • 1; 0rvl [ Bi tmagtnationi onnovatcoo I energy Crearuig reaulm:or our 6en4 and'-'enchts for on;COMVIUMtIM October 14, 1999MY- Rei 0622900 Michael R. Mercadante Fire Inspector Town of Agawam Agawam Fire Department 800 Nfain Street Agawam,MA 01001 Re: Response to Comments Site Plan Review Rivertown at RUverside Park Dear Inspector Mercadante: Asa follow-up to our mi!eting today with representatives of Fdverside Park and engineers from our office,we are confirming in writing the responses and the resolution ro comments provided in the October 13 letter to the Planning Board for the subject Site Plan review.The following summarizes the agreement reached on each item: 1. Lightening protection to the new coasters, Helevator towers,and the grandstand, structures will be provided; 2. The site plans will provide for a hammerhead turnarowid at the end of the access road to facilitate the turn around of emergent,; vehicles in this area.The attached sketch shows the layout accepted at our meeting; 3. The west leg of the hammerhead will be extended. to provide satisfactory emergency vehicle access to the north side of the st,ml roller coaster.The finished surface will be compacted gravel base and possibly paved if allowed by the Conservation Commission; 4. landscaping and obstructions to vehicle flow will not be permitted. We will remove the proposed planter directly in front of the:steel roller coaster to comply with this request.We will also make sure that the Fire C7epartment has a minimum of eighteen (18)feet access for trucks to travel; S. Agree that there will not be any overhangs within the Rivertovvn area where vehicle access is maintained that will be less than fourteen feet vertically.xhe fourteen foot height clearance will be maintained; 505 Eric Cclurnbvs Avenue Springfield, NAassachusetts O11U5-2555 413.747.7113 . FAX 413.747.0916 email: info@vhG.Com t1S£�nerlpro�e \062:5\dots\kt:errlifrcdcptresDo e1a7494.doc wwwMil).eom @c`9�'- ,Of J wugH .8 666 T 'S T. (Oidliaei R, Mercadante Project No.: 0622900 Occobw 14, 1999 Pace 2 VVe have enclosed a sketch to illustrate the har=erhead configuration and the gravel road exti-nsion to the north side of the steel roller coasten'lliese changer will be Lncorporated Litc the final approved Site'lans upon receipt and resoludcn of all comments. 41retare pleased to be ab)e to resolve your coaunerits satisfactorily. Very truly yours, `.ANT SSE HANGEN BItiUSTLL\I, INC. nmes L Fuda,PE - nior Project Manager Enclosure Cr: D. Dachos/Pluming Board Tim Black/River<ide s A '.My�'ecurntnt3 lt?Aeptre_PbftM. 1499 5 � ,'S ''� � ,,,. r. ,.r wn tiw.r� * }^/: ~•'��'.wr��— �—.--- ..'�--......�..-...�• \ i��•�J - 1 � 'n" • .;tr lJ,� �: _ .- ,. •.:'x.�_-..may' �'f •`;=' `-1 --' -- ---�.✓ � w y `� .._, _ .. __ _•-•--• • '+r'l � 'F� I ll i'C j Y AROUND '� r ;�.�s.+�•, ii� �i. •r..; �-.�...� !�°ice ♦.�. •ti S. .'f ,, �6 5 �, .ice s yT �� _.-. ..� --" ••-..� ` �• , 4 '6iL , `{ `} __j t k C 7 r Z k f .� + � `, •�a .Sys � ` t•' I,'•' ✓Jr'�J'/� r: Imo' •� .'�'�' _ :�J,•;%'�� /r J' - ter'';-. � �;'•tl+ \i �� rJ � :••, ' r' r .�', 4 .t ,fir '6�I�` , l ''" �i- '' e + !� '/ J `� '• Vanasse Hange>n Brustlin, lac Fire Department Access Revision Fig= I Seale: 1"=;30' "River'town" October 1.4, 1.999 Riverside Park Route 159, Main Street V. .4gawam, MA •J� Li2,J l)l�'1 iY0�-.C.-CJ 6661 •S Yi- 1.30 AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 TELEPHONE(413) 786-0657 r David A. Pisano Chief of Department Fra15 October 14, 1999 Deborah S.Dachos,Director Office of Planning and Community Development Town of Agawam 36 Main Street Agawam,MA 01001 RE: RIVERSIDE PARK-"RIMTOWN"PLANS Dear Ms.Duchos, Please be advised that as of this date,a r6nspaction of subject plaits in regards to access of fire sppintus have been approved. Corrections printiarily involve a hammerhead turn around at the North aid of the acem road and removal of plantms in front of the restaurant. Also,all overhead obsnvcpcns to be removed up to fourteen(14)feet. Very WY Yam. 1Vlichael R.Memadante Fire Inspector AGAWAM FiRE�� DEPARTMENT a 800 MAIN STREET • AGAWAM, MA 01001 FIRES M TELEPHONE (413) 786-0657 David A. Pisano Chief of Department REPORT OF mucno Inspection was made at River Town Plans Name River Side Park Address And found in Compliance xxxxx Not in Compliance With the requirements of the Agawam Fire Department. Remarks. Plans have been corrected with out any problems. Date 10/14/99 Fire Inspector FIRE PREVENTION IS YOUR KEY TO FIRE SAFETY . 1 - AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 TELEPHONE (413) 786-0657 David A. Pisano Chief of Department SIRES October 13, 1999 Deborah S. Dachos, Director Office of Planning and Community Development Town of Agawam 36 Main Street Agawam, MA 01001 Dear Ms. Dachos, After careful review of The Rivertown plans submitted by Riverside Park, it is apparent that N.F.P.A. 1141, Chapter 3 be applied to this new development whereas means of access for Fire Department apparatus be given primary attention. In particular, the north side of the steel roller coaster as well as amongst the larger buildings refer to these sections and 527 CMR 10.3 and not limited to the following sections, copies attached for your review: 3-1.3, 3-1.4, 3-5.1, 3-5.3, 3-5.4, and 3-5.5. Also,please be advised that the Fire Department requests that lightning protection be installed on all steel structures per NFPA 780, including new coasters, Hellavator towers, and grandstand structures. This request would be categorized as a life safety issue. I am sure that these requests will be received in the intent that they are made—to provide a safe and secure place for the populace to enjoy. Respectfully submitted, Michael R. Mercadante Fire Inspector Encls.a/s above cc: Riverside Park w/enclosures A��iWWY�La ��. Joi. ,YY nIiMwYrn.it iu 1 • GENERAL REQUIREMENTS • 1141-7 Story. That portion of a building included between the 3-1.7 Parking in any means of access shall not be permit- upper surface of the floor and the upper surface of the floor ted within 20 ft (6 m) of a fire hydrant,sprinkler, or stand- or roof nest above. pipe connection or in any other manner that will obstruct or interfere with the fire department's use of the hydrant or Street. A public thorou.-hfare (street. avenue, or boule- connection. vard) that has been dedicated ti)r vehicular use by the pub- lic and can be used for access by ire department vehicles. 3-1.3 "No Parking" signs or other designation indicating that parking is prohibited shall be provided at all normal and Structure. Anv building, monument, or other object that emergency access points to structures and within 20 ft. 16 m) is constructed with the ground as its foundation or normal of each fire hydrant, sprinkler, or standpipe connection. resting place. Supervised Automatic Fire Extinguishing System. .any 3-1.9 Where no recognized water supply distribution sys- automatic fire extinguishing system that is constantly mon tem exists.appropriate access shall be provided for water�up- itored so as to determine its operating condition at all times. plies in accordance with the provisions of NFPa 1231. Standard on Water Supplies for Suburban vrd Rural Fire System. Several items of equipment.assembled._,duped. Fighling. or otherwise interconnected, for the accompiishment of a spe- cific purpose or function. 3-2 Fire Lanes. Wildfire- An unplanned and unwanted fire requiring 3-2.1* Fire lanes shall be provided as required by the Fire suppression action. an uncontrolled fire, usually spreading department having jurisdiction and in keeping with the fol- through vegetative fuels but often threatening structures. lowing requirements. 3-2.2 Fire lanes shall be at least 20 ft (6 mi in width with Cha ter 3 General Re uiremetsts the road edge closest to the structure at least 10 ft(3 m) from r P q the structure. 3-1* deans of access for Fire Department apparatus. 3-2.3* "No Parking — Tow-Away Zone" signs shall be 3-1.1 deans of access for fire department apparatus shall posted in accordance with the instructions of the 5re depart- consist of,tire lanes, private streets. su-ee.s. parking lot lanes. men[ havisru jurisdiction. and a method of eniorcing such or a combination thereof: provisions shall be provided. 3-2.4 Fire lanes connecting to public ;[reefs. rind%%ays. Qr 3-1." Means +)f access ;br nre cirpartment apparatus ;hail private streets shall be provided with curb cuts ex-,ending_it be provided w all structures in planned building;ro�ups in feast '? tt t0.6 ml beyond each edge of the ire lane. accordance with Section 3-1 and the applicable provisions of Sections 3•2 through 3-2.5 The designation and maintenance of are :apes on 'ori- vate property shall be accomplished as .;pec[EJed by the fire 3-1.3' deans ofaccess for fire department apparatus shall department haying jurisdiction. be constructed of a hard, all-weadher surface adequately designed to support the heaviest piece of fire apparatus likely 3-3* Parking Lot Lanes. Parking lot lanes shall have a min- to be operated on the hre lane. private street,street,or park- imam of 25 It (7.3 m) clear width between rows of parked ing lot lane. vehicles for vehicular access and movement. 3-1.4 1very dead-end roadway more than 300 ft=91 m) in 3-4 Grades. length shall be provided at the closed end with a turnaround acceptable to the fire department. 3-4.1 Grades shall be no more than 10 percent. 3-1.3* Turns in roadways shall maintain the minimum road Exception: Thy evahopiv., having)urisdirtion tna: adwi, •trever width. ;''rtrles cY iterr rnitigattnrt rneasrrres tout ne t{greed uoorr iuintl•:Jie tit,, !tiro eiue1 rt:ul the rota! engineer. 3-1.5.1 Turns in publicly owned or private!• )caned major 3.4.2 Anc ;econciary road intersecting with another road feed ntacitivae:s ;hall be constructed with a minimum radius shall be sloped one to three percent down and away from Of 100 tt 00.3 m) to the cerverline. the intersection for a distance of 1100 ft (30.3 m) from the 9 intersection. 3-1.5.2 Turns in other privately owned means of access shall be constructed with a minimum radius of 25 ft(70.5 m)at the 3-4.3 Grades shall be no less than 0.3 percent in order to inside curb line: and a radius of 30 ft (15 m) at the outside prevent pooling of water in the traveled way. curb line. ' 3-5 Location of Structures. 3-1.6* Roadways shall be not less than 24 ft(7 m)wide pro- vided no parking is allowed, not less than 30 ft (9 m) wide 3-5.I Structures exceeding 1000 sq ft(93 sq m)gross floor if parallel parking is allowed on one side, and not less than area shall not be set back more than 50 ft (15 m) from an 36 tt(10.3 m) wide if parallel parking is allowed on both sides. approved fire lane or street. 1990 Eaitian Z . 1141—S F1Rr,,6iWTec.-r1ON IN PL-VNNED BUILDING GROUPS Exreption No. 1: All perimeter malls of a structure and all exte- of Sprinkler Systems, NFPA 13D. Standard for the Installation of , not doors into the structure constructed as a parr of a planned build- Sprinkler Systems in One-and Two-Family Dwellings and Mobile ing group are permitted to be within 200 ft(61 in)of an approved Homes, or NFPA 13R,Standard for the Installation of Sprinkler fire lane or street wheir the structure is protected In- an automatic 51:ctrms in Residential Occupancies up to Four Storier!in Height, -spi-ttWer slstein in ❑crordaurr with ATPA 13, Standard for the whichever is appropriate. Installation of Sponnkler Svstens, ATPA 13D, Standard for the, Installation of SPnnklrr Srsleins in One- and Two-Family Dwell- 3-6.2.2 Fire department connections for sprinker s•stems in p and Mobile Hortus. or.\TRA 13R, Standard for the Instal- shall be located within 50 ft (1 , m) ova fire hydrant lahim of Sprinkler 5rstrrn� in Residential Occupancies rip to Four Stories in Heigh:, anti o less than 30 f f9 m) err height. ` 3-6.3' A portable lire exfinguishcr haying a minimurn raf- Exrebtion A'o. ': when ern combination o(privati-Fire'proterlrorr ing of 2-A, to-BC shall be provided in each dwelling unit. furilrties. mrludim, but nor hmued to ftrr-resstive rnufs,fire Sep- {Se'e.lppendix B.} araltori tualts.Spurr aeparatlon, arrd aulonralrr fire exlinguislnng srs- trms. 73 twovirird and approved irY lhr Rrr warch al as an aceeptahh repv1t. 3-6.4 An approved sin� stationstann smoke dctecttsrls) or an alterrm;Ivr, 3-3,1 shall no: approved automatic detecuon sysu:m shall be installed in each 3-5.1 All structures exceeding three stories in height and dwelling unit in accordance with \FPA 4. Standard lhr the S.UOU sti ft (,'79 so nO in ground floor area and containin, 171.uallauon. llaintenanrr, nerd Us, of Household Fire ll�anring nonrated openings in exterior halls facing other structures F.yuipment. The automatic detection system shall include at shall be separated fi-orn other structures by aE least 50 ft least one smoke detector in each dwelling unit. (Ser.-lppen- (1 m i of clear space between structures,and a fi IS m I from dix 6.) a eomtturn profrwrts line. (Sir 1-2.=.) 5-6.5 For other that, di,'c'liing units.a fire warning or alarm 3-5.3` At least two means of access for fire apparatus shall system shall be provided in accordance with Elie appiicatsle be provided for each structure exceeding 30 ft (9 nt)or three \FPA code or standard for the intended occupancy or the ,storieN in height, not less than one of which shall be a fire structure. Such st's[rms shall be installed in accordance with lane or street. the applicable \FPA code or standard for the type of s%.stem insLilled and shall be designed to alert occupants under emer- 3-5.4' At least 1.1 ft(4 ml of nominal clearance shall be pro- send-conditions and to retransmit to ensure notification of •,vided over the full width ofsireets. priyaie streets. fire lanes. Elie fire department. .Varrns or warning systems shall be and other means of vehicular access. tested and maintained in accordance with the applicable \'FP_-k curie or standard or as niay be required by the author- 'r3-5.5• L7ndsaping or other obstructions shall not be placed iiv hayin; iurisdictior,. t3r( Aw)-rrdt.-, B., around structures in a mariner so as to impair or impede accessibility for fire fighting and rescue operation,. 3-7 Water Supply. (So! .ipararlr h.'. 3-5.6' The location o!structures and access it, each strut- 3-7.1 Water suppls-s%•stems not Dubiich•owned and installed ture shall be approved b+ the fire marsha!before permits for shall meet the minimurn r equirentents of NTPA 24. Standarn" construction are issued. for the Installation of Private Fire Semire Alains and Their Appur- tenances, or \FPA 1231. Standard oil Water Supplies for Sub- 3-6 Fire Protection. urban and Rural Firr Fig111171,. where no recognized Hater supple distribution exists. 3.6.1 all structures more than three stories in height or over 50 ft(35 m) in height above grade and containin; inrerme- 3-7,2 Fire hydrants shall be provided in a ratio of at least d'tate stories or baiconies shall be equipped with a standpipe one fire hN dean[ for every 160.000 sq ft (82,70 sq m) of system in accordance with the provlsions of.NFPA 14. Sian- ground area or portion thereof involved in the development dard for the Installation of Siandpipe and Hose Systems (see 1-2.4). subject to the fire floss requirements established by the Fire department standpipe connections shall be located within authorit,- having jurisdiction. 50 ft (l5 m) of a Fire hydrant. 'Exception: This section shall not apph•to industrial proress strur- Exreplion: This requirement shall not appli to land planned or lures where life or propem of others i.� not inrpr riled In rare or explo_ felt for other than structural de,rlopmeut. Sion. ' 3-7.2.1 The fire flow requirements shall be not less than that 3-6-2 Automatic fire extinguishing systems shall be required established by the fire department haying jurisdiction. In as set forth in the applicable \FPA code or standard for the cases where a water supply system consisting of mains and intended occupancy of the structures or as may be otherwise hydrants dues not exist, the provisions of\FPA 1231. Stan- required by the au'Ehority haying jurisdiction. All such sys_ dard on IVater Supplies for Suburban and Rural Fire Figluing,shall terns shall be installed in accordance with the applicable`rFPA apply. standard or code for the type of fire extinguishing system installed. (See Appendix B.) 3-7.2.2 Water supplies shall be capable of supplying the required fire flow for at least one hour for fire flows of 1500 j 3-6.2,1 Any residential building containing more than four gpm (6750 Ltmin) at 20 psi (1.35 bars) or less or for two 1 living units shall have an automatic extinguishing system hours for fire Ros+ greater than 1500 apm (6750 Umin) at installed according to i\FPA 13, Standard for the Installation 20 psi 0.35 bars). 1990 E Obon •�a" v�►i:i'.�e7.z{''� ;�: , i rei'e�c as�Zl 71'r'HqrC1 n'Ph Plr�r�i, lion }^e urn YYYYM�+�^�r•�Mw GENERAL REQUIREMENTS 1141-7 Story. That portion of a building included between the 3-1.7 Parking in any means of access shall not be permit- upper surface of the floor and the upper surface of the floor ted within 20 ft (6 m)of a fire hydrant,sprinkler, or stand- or roof next above. pipe connection or in any other manner that will obstruct or interfere with the fire department's use of the hydrant or Street. A public thoroughfare (street. avenue, or boule- connection. vard) that has been dedicated for vehicular use by the pub- lic and :an be used for access by fire department vehicles. 3.1,3 "No Parking" signs or other designation indicatinY, that parking is prohibited shall be provided at all normal and Structure. Anv building, monument.or other object that emergency access points to structures and within 20 ft 1(i m) is constructed with the -round as its foundation or normal of each Ere hydrant, sprinkler, or standpipe connection. resting place. • Supervised,-Automatic Fire Extinguishing System. env 3-1.9 Where no recognized water supply distribution sys- tem exists.appropriate access shall be provided for water sup- itored so as to determine its operating condition at all times. plies in accordance with the provisions of NFPA 1231, Standard on Water Supplies for Suburban and Rural Fire i System. Several items of equipment.assembled,,,m ouped. Fighting. or otherwise interconnected, for the accomplishment of a spe- cific purpose or function. 3-2 Fire Lanes. Wildfire. An unplanned and unwanted .Tire requiring 3-2.1* Fire lanes shall be provided as required by the fire s S u p'pression action: an uncontrolled fire, usually spreading department havini7 jurisdiction and in keeping with the foi- through vegetative fuels but often threatenin l g structures. lowing requirements. . 3-2.2 Fire lanes shall be at least 20 ft (6 nil in width with Chapter 3 General Requirements the road edge closest to the structure at least 10 ft(3 m) from y the structure. 3-14 Means of Access for Fire Department Apparatus. 3-2.3* "`o Parking — Tow-Away Zone" signs shall be 3-1.1 Means of access for fire department apparatus shall pasted in accordance with the instructions of the 5re depart- ment having jurisdiction. and a method of enforcing such consist of lire lanes. ori.ate sn-eeu, streets. narking tot lanes. provisions shall he provided. «r a combination thereof. t 3-2.4 Eire lanes connecting to public streets, roadways. or 3-1.: Means r>f access tnr ire department apparatus s}tail private streets shall be provided with curb c:us exiendin•__ .0 be provided to all structures in olanned building 1.1,rotips itt least '_' i't 4U.ti m) bevrmd each edge of the ire lane. accordance with Section 3-I and the appiicable provisions of Sections 3-2 through :-9. 3-2.5 The designation and maintenance of;ire lanes or or;- vate property shall be accomplished as specified by the :ire 3-1.3* deans of access for fire department apparatus shall department having jurisdiction. be constructed of a hard. ail-weather surface adequately designed to support the heaviest piece of fire apparatus likely 3-3* Parking Lot Lanes. Parking lot lanes shall have a min- ; to be operated on the fire lane. private street. street. or park- imum of`_' ft t.7.3 m) clear width betweenrows of parked ing lot lane. `•ehicles for vehicular access and movement. 3-1.4 Every dead-end roadway more than 301) ft f91 in) in 3-4 Grades. length shall be provided at the closed end with a turnaround i }cecptabie to the fire department. 3-4.1 Grades shall be no more than 14) percent. h 3-1.3* Turns in roadways ;hall maintain the minimum road ExceDtion: The authorit_r having jurisdir,iorr rnae dim, ,tee.Orr width. ,rrtdes ;there rnill'ation rneasnres�:rtn ire agreed upon lom :• rr rite fire e:ttitl and the rand engineer. r Turns 1urrs in publicly owned or private?� owned major 3-4 9 Any ieconciary road intersecting with ,mother road s feed ruadwas;5 ;hall he ronstrtacted with a minimum radius stall be slooed one to three percent down and away ;i•oin of 100 ft (30.5 m) to the cenrerline. the intersection for a distance of 100 ft (30.3 m) front the intersection. 3-1.3.2 Turns in other privately owned means of access shall be constructed with a minimum radius of'-15 ft (7.5 m)at the 3-4.3 Grades shall be no less than 0.3 percent in order to inside curb line and a radius of 30 ;t (17 m) at the outside prevent pooling of water in the traveled way. curb line. 3-1.6* Roadways shall be not foss than 24 ft(i m)wide pro- 3-5 Location of Structures. vided no parking is allowed, not. less than 30 ft (9 m) wide 3-5.1 Structures exceeding 1000 sq ft(93 sq m) gross floor if parallel parking is allowed on one side, and not less than area shall not be set back more than 50 ft (15 m) from an :its It (10.5 m) wide if parallel parking is allowed on both sides. approved fire lane or street. 1990 Edtion d 14ItF 1-1 (YrECrlo1 t\ PLANNED BUILDING GROUl's Exreption No. 1: qll perimeter walLN of it struciur,and all rxle- of Sprinkler Svslerrts, NFPA 1:3D, Standard for the Inslallation of ; nor doors Into tine stnwture cmistructed as a Pan of a planned build- Sparkler Systems in one-and Two-FamilS Dwellings and Mobile inglrroup are permilled to be within 200 ft(61 in)of an approved Homes, or NFPA 13R, Standard for the Installation of Sprinkler fire lame or slreel when they structure is protected bl' an automatic S Stems in Residential Orcupancirs up tw Four Stories:an Height. spnnUrr sistem ill accordance uuth ATPA 13. Standard for the whichever is appropriate. 1»sirrllatum of Sprinkler 5vsIrms. ATPA 13D, Standard for the 5•prr Installation of rrkler Svs1erns in One-and Two-Famili• Duell- 3-6.2.2 Fire department connections for sprinker systems rays and A10bile Homes. or•.\'FPA 13R, Standard for the lrutal- shall be located within 50 fr 0 5 m) of a fire hydrant lation of Sprnkler S}•Simi+ in Residential Occupancies zip to Four Slnrtr,t in Hegh:, and o Irss than 30 ft (9 m) in height. 3-6.3' .a portable lire extinguisher having a minimum ra[- Lxr,trturn .�'u. .': I171rrt am contl,irratrnrr ul nrr:xttr fire rrnlectrurr info of°A. 10-BC shall be provided in each dwelling unit. tarn,mes. inciudin` iutt nol ivairrd to fire-resistive ,•owls,Pre `eP {�'a•r.]pprndix B.} aralrrne .sale:+.spare stparatrnn,ana auiomanc frrr eximr-ri shm-ql - irua. t�provided eind approved in,tine°,irr marshai as an acceptable rruuiti. 3-6.4 An approves[ single station smaake detc[rortsl or an allernalwe, 3-5.1 shrill nwt approved automatic detecuun system shall be installed in each 3.3.2 All structures e-\ccedin+c three stories in hei+,hr and dwelling, unit in accordance with NFPA 74, Standard for die :5.000 sq ft (2 79 s❑ no In grounc'. fioor• ;area and containing, Installaunn, .lfaintrnrim. and l.'ir ot*Hou5ehold Fire 11'arnita, nonrated openings in exterior walk facing anther structures E•aulUmew. The automatic- detection system shall include at shall be separated from other- structures by at least 50 ft least one smoke detector in each dwelling unit. (Sea Apperr- s 1; in)of clear space between structures.and Z25 tt (S m)from rice B.) a common property iine. (Ser 3-6.5 For other that. dw effint units, n fire warnirit;or alarm 3-5.3' At least two means of access tar fire apparatus shall system shall be provided in accordance with the applicable be provided for each structure exceeding 30 ft (9 nil or three NFPA code or standard for the intended occupancy of the stories in height, not less than one of which shall be a fire structure.Such systems shall be installed in accordance with lane or street. the applicable NFPA code or standard for the type of system installed and shall be designed to alert uccupams under emer- 3-5.4' At icast 14 ft(4 m)of nominal clearance shall be pro- gency conditions and to retransmit to ensure notification of Tided over the full width of streets. private streets. fire lanes. the fire department, .\arms or war•nint: systcrns shall be and other means of vehicular access. tested and maintained in accordance with tits applicable F1'A code or standard or ar may be required by the author.- 3.5.5s landscaping or other obstructions shall not be placed ray havinz jurisdiction. iJra .!vprndi., 8.1 around structures in a manner so as u+ impair or impede accessibility for fire fighting and rescue operations. 3 Water Supply, IS, .1nt,:red:: K. 3-5.V The location of str-ucrures and access to each s[ruc- 3-7.1 Water supple systems nor publich-owned and installed Lure shall be approved be the fire tnarshal'Defore permits for shall meet the minimum requirements of NFPA 24. Standam' construction are issued. for the Installation of Pnvaie Fur Service Nlarns and Their Aptrur- lenances, or NFPA 1231. Standard on Water Supplies for Suh- 3-6 Fire Protection. urban and Rural Fire Fizhtnr,, where no recognized water supph• distribution exists. 3-6,1 All structures more than three stories in height or over 50 ft (15 ni) in height above grade and containing interme- 3-7.2 Fire hydrants shall be provided in a ratio of ar least diate stories or balconies shall be equipped of a standpipe one fire hvdrarat for ever.• 160,000 sq ft (S 370 se m) of system in accordance with the provisions o N FPA 14.Starr- -round area or portion thereof involved in the development lord for the Installation of Siandowe and Hose Systems (see 1-2.-1), subject to the fire flow requirements established be the Fire department standpipe connections shall be located within authority having jurisdiction. 50 ft (15 m) of a fire hydrant. Exception; This section shall not apply to industrialtrrorrss slrtrr- Exceplion: This requiremrrt; sitall not ripply to land planned or ft for other than structural de,�elopmertt. tunes where lift or prnpem o1r j others is not intber7led os r-r,or exbl0- le Sion. 3-7.2.1 The fire fiow requirements shall be not less than that 3-6.2 Automatic fire extinguishing systems shall be required established by the fire department having jurisdiction. In as set forth in the applicable NFPA code or standard for the cases where a water supple system consisting of trains and intended occupancy of the structures or as may be Daher-;ise hydrants does not exist, the provisions of NFPA 1231. Stan- required by the authority having jurisdiction. .-ill such sys- old on Ii•aier•Supplies for Suburban and Rural Fir,Fighting.shall terms shall be installed in accordance with die applicable NFPA apple• standard or code for the type of fire extinguishing system installed. (See Appendix B.) 3-7.2.2 Water supplies shall be capable of supplying the required fire flow- for at least one hour for Fire flows of 1500 j 3-6.2.1 Any residential building containing more than four gpm (6750 IJmin) at 20 psi (1,35 bars) or less or for two 1 li%'ing units shall have an automatic extinguishing system hours for fire flow greater than 1500 gpm (6750 Umin) at installed according to \FPA 13, Standard for the Installation 20 psi (1,38 bars). I Edition • 0 Town of Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 yr � Mph` Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: October 6, 1999 SUBJECT: Site Plan - Main Street - Premier Parks - (Rivertown) Please review and comment on the attached Site Plan for"Rivertown" at Riverside Park prior to the Board's October 21" meeting. Thank you. DSD:prk I f .D N n N n J 3 c 3 � a m o a 00 r' N r Town of Agawam -l7 36 Main Street Agawam, Massachusetts 01001-1837 Mp Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: October 6, 1999 SUBJECT: Site Plan - Main Street - Premier Parks - (Rivertown) Please review and comment on the attached Site Plan for"Rivertown" at Riverside Park prior to the Board's October 21°` meeting. Thank you. DSD:prk a w � • .� Transportation Land Development Environmental ' 5 e r v i c e s Irnaglnatlon innovation energy Creating results for our clients and benefits for our communities -Y nass Ha n,llie.� October 4, 1999 Ref: 06229.00 Ms. Deborah Dachos } Department of Planning and Community Development Town of Agawam ;4 ' 36 Main Street 9 Agawam,MA 01001 r,•.' � Re: Site Plan Review Application = Rivertown, Riverside Park • v 1623 Main Street _•: � "" Agawam, Massachusetts 1_ Dear Ms. Dachos: In accordance with Section 180-13 of the Town of Agawam Zoning By-law and on behalf of Stuart Amusement Company and Premier Parks (collectively the ',Applicant"), Vanasse Hangen Brusdin, Inc. is hereby filing an application for site plan approval. We have enclosed ten copies of the Site Plan and the Site Plan Application form for the Town's review. As you are aware, the Applicant is proceeding with plans to remove the existing raceway and all related appurtenances and replace the raceway with a new park known as "Rivertown". The Applicant is filling the enclosed Site Plan Approval Application with you in accordance with the applicable requirements of the Agawam Zoning By-law. The Rivertown site plan includes the addition of a Steel Roller Coaster, which is currently submitted to the Board of Appeals for Special Permits for height and for development within the 100- year floodplain. We also have two additional Special Permit Applications directly associated with Rivertown before the Zoning Board of Appeals. The applications submitted are as follows: 1. Addition to the ExistinE Tower Ride (Helevator) — proposed addition of two additional towers adjacent to the existing tower. The additional towers will be of the same height and design as the existing tower and is proposed to reduce the waiting time currently experienced with the single tower. 2. Steel Coaster Ride Replacement - replacement of the existing "Black Widow" ride with a steel roller coaster in the same approximate location. The replacement will upgrade the technology of the existing ride for current state-of-the-art performance. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 : FAX 413.747.0916 email: info@vhb.com M:1062291docs1fet1erslSite Plan Application I G-4-99.doe www.vhb.com i Deborah Dachos �f Project No.06229.00 October 4, 1999 Page 2 We are requesting your clarification to the Building Inspector that these items do not require site plan review from the Board. Two copies of each Site Plan submitted to the Board of Appeals are enclosed herein for your reference. Full copies of the applications as submitted to the Board of Appeals are on file with the Town. If you require any additional information or materials with respect to the enclosed application, please let tite know. We are respectfully requesting to be placed on the agenda for the October 2151 meeting of the Planning Board. I Very truly yours, VA ASSE HANGE BR STLIJN, INC. 14 r J mes L.Fuda,P.E. enior Project Manager Attachments: (10)Site Plan Review Applications (10)Project Narrative (10)Overall Amusement Park Locus Map dated October 4, 1999 by VHB, Inc. (10)Sets of Site Plans dated October 4, 1999 by VHB, Inc. cc w/Attachments: Tim Black, Riverside Parks VHB Project File r I i M:1062291docslletterslSite Plan Applicationl0-4-99.doc A-- - 0 AGAWAM PLANNING BOARD Form D Application for Site Plain Approval 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 0 100 1 1. Name of Business Premier Parks and Stuart Amusement Company Address1623 Main Street P. O. Box 307 , Agawam, MA 01001 2. Nameof:Applicant/OwnerPremier Parks & Stuart Amusement Company Address1623 Main Street P .O . Box 307 , Agawam, MA 01001 Telephone 413-786-9300 ( Tim Black ext. 3202 ) �. dame of engineer/Arcnitectyanasse Hangen- Brusti in, Inc. Address505 East Columbus Avenue, Springfield, MA01105 Telephone_413-747-7113 4. Please give a brief description of the proposed project: See Attached Project Narrative43 w' -'1~ �00 Revised 11/06/98 O Z it'a 9 Rivertown Narrative Agawam, Massachusetts October 41, 1999 Project Narrative: This narrative is an attachment to the Site Plan Application of Stuart Amusement Company and Premier Parks, Inc. (collectively, the "Applicant") in connection with the replacement of the existing raceway and related improvements at Riverside Park with a new park feature area known as "Rivertown". This narrative provides a project description and overview of the new park area to assist the Planning Board in its review of the Site Plans. A portion of this new park area is located in the 100-year floodplain, and the Applicant has applied for a Special Permit pursuant to Section 180-71 of the Zoning By-law for the Town of Agawam. Concurrent with the Site Plan Application and the Special Permit reviews by the Planning Board and the Zoning Board of Appeals, the Conservation Commission is reviewing the Notice of Intent submitted on October 4, 1999 on behalf of the Applicant for work within the 200-foot Riverfront Area and the 100-foot Buffer Zone. Collectively approvals from each respective Town board will provide the Applicant with local approvals to proceed with construction subject to receipt of final approvals from the Building Inspectors office. Project Description: The project involves the removal from Riverside Park of the existing raceway and all related appurtenances. The raceway is located in the floodplain, and a substantial portion of the raceway is located below the elevation of the one hundred-year flood (the "Raceway Area"). The Applicant intends to redevelop the Raceway Area and make it part of a new park area known as "Rivertown." The pioposed improvements will remove a significant extent of paved and impervious surfaces and replace these hard surfaces with grassed and landscaped areas. In addition, the proposed improvements will install a Stormwater Management program.and drainage system that will meet DEP's Water Quality requirements. The location of Rivertown is shown on the attached overall locus plan. The existing raceway consists of a large bituminous race track used for stock car racing and other racing events, a large grandstand with seating for 6,000, several paved race pit areas and a paved parking area. These existing facilities will be completely removed from the Raceway Area. The improvements comprising Rivertown consist of.- * Steel roller coaster, n � • Small family roller coaster, d • Two minor capacity rides, OCR 1g99 • Four skill games booths, , . ' S ,,�.,S� .'� .`ice. v •�y Rivertown Narrative -Site Plan October 4, 1999 • 2,500 seat open air theme show area, • 4,500 square foot restaurant, • 1,800 square foot refreshment stand, • 260 square foot refreshment stand; • 1,030 square foot gift shop, New restroom facilities. In order for Rivertown to serve as a contiguous extension of the existing attractions at Riverside Park, substantially all of the Rivertown improvements will be constructed at elevations above the existing raceway at levels comparable to the elevation of the existing amusement park improvements. The replacement of the raceway with Rivertown will dramatically improve the existing conditions within the floodplain as follows: • There will be more compensatory flood storage located within the Raceway Area following the completion of the removal of the raceway and the construction and installation of the Rivertown improvements then the compensatory flood storage that currently exists. 0 The Rivertown improvements that replace the raceway will include a stormwater management system that will treat stormwater runoff to aid in the removal of total suspended solids and potential pollutants. There is presently no treatment of stormwater runoff from the raceway prior to its outfall adjacent to the Connecticut River. The stormwater management system comprising part of the Rivertown improvements will dramatically enhance stormwater quality and the prevention of pollution. Summary: The replacement of the raceway and related appurtenances with the Rivertown -improvements-wily result -in-the creation of significant landscaped areas-and walkways within the Raceway Area that will replace the extensive paved areas that currently exist. The change in the use of the Raceway Area from the raceway to the new Rivertown will significantly reduce the typical pollutants associated with motor vehicle usage and paved areas and provide recharge to the groundwater. Rivertown has been designed to meet the requirements of the Town's Zoning ordinances and in a manner consistent with the investment and changes made by Riverside Parks over the last two years. \\NIASPR\Projects\06229\flocs\VARIOUS\Site Plan Review\Riverside Park Narrative- siteplanreview 100499.doc2 THE PROPOSED "RIVERTOWN" PROPOSED STEEL =Wwwd mA� CONNECTICUT RIVER ROLLER COASTER usx,nv•rwiassnQM Premier Parks& �a _ Stuart Amusement Company 1623 Main Street Agawam,Massachusetts I T»E GROVE f Ej Premier Parks&. n• 1 ri oa I 3 Staazt Amusement Company j J 1623 Main Street i Q C3 v �, ` f Agawam,Massachusetts r + 1 �y :ISLAND KINGDOM WATER PARK q Q WESTERN VILLAGE f . . r • ' '� ROUTE � 159, MAIN STREET © STEEL ROLLER COASTER REPLACEMENT (-BLACK WIDOW" RIDE) L Rivertown Riverside Park ADDITION TO THE EXISTING TOWER RIDE 1623 Main Street (TWO ADDITIONAL HELEVATOR TOWERS) _.1.;� Nafjc+e dh�oeot ovenn : l�lAT M Ya M8p } GRAPHIC SCALE 1 i 1 d*. ug R e� TOWN OF AGAwAAA 36 MAIN STREET AGAWAM, MA 01001 BOARD OF APPEALS D MP MEMO From: Board of Appeals Date: September 17, 1999 To: Bldg. Dept.; Planning Bd., Conserv. Comm., DPW., Fire Dept., Police Dept. Subject: Special Permits (3) Premier Parks, Inc., 1623 Main St. and (1) Special Permit for Premier Parks, Inc. & Stuart Amusement Company, 1623 Main St. Please be advised that the Board of Appeals is in receipt of three (3) applications for Special Permits for Premier Parks, Inc., 1623 Main St.,and one (1) Special Permit application for Premier Parks, Inc. & Stuart Amusement Company, 1623 Main St., Agawam, MA. The public hearings are scheduled for Thursday, October 7, 1999 starting at 6:30 P.M. and will be held in the Agawam Middle School Cafeteria, 68 Main St., Agawam, MA for the following: Case# 1617 (6:30 P.M.) Petitioner: Premier Parks, Inc. Address: 1623 Main Street Reason: seeking a Special Permit in accordance with Section 180-49 of the Zoning Ordinances, which would allow for the creation of two (2) additional tower rides to the existing "Tower Drop Amusement Ride", which would exceed the height requirement Case # 1618 (7:00 P.M.) Petitioner: Premier Parks, Inc. Address: 1623 Main Street Reason: seeking a Special Permit in accordance with Section 180-49 of the Zoning Ordinances, which would allow for the construction of a steel roller coaster to replace the existing"Black Widow" amusement ride, which will exceed the height requirement Case # 1619 (7:30 P.M.) Petitioner: Premier Parks, Inc. Address: 1623 Main Street Reason: seeking a Special Permit in accordance with Section 180-49 of the Zoning -2- Ordinances, which would allow for the construction and installation of a steel roller coaster, which will exceed the height requirement Case# 1620 (7:3 5 P.M.) Petitioner: Premier Parks, Inc. & Stuart Amusement Company Address: 1623 Main Street Reason: seeking a Special Permit in accordance with Section 180-71 of the Zoning Ordinances, which would allow for the construction and installation of a steel roller coaster, which has been found to lie within the floodpWn. Plans are in the Board of Appeals Office for your review and comments. Thank you, y� Doreen Prouty, min e- Acting Chairperson DPAmc c: Mayor w C0# u Jos LOG # �n � BOX # , DOCUMENT# PAGE# '55 . 1 Site F S yid i - la Issued for. Construction Date Issued: December 3 1999 149vertow" Latest Issue . January 14, 2000 (Amendment #4) , ngland 1623 Main Street Agawam, Massachusetts Ind�g No. Drawing Title Latest Issue C-1 Legend and General Notes December 3, 1999 C-2 Existing Conditions December 3, 1999N VM C-3 Dimensional Layout and Materials January 14 2000 fBrustlin,y J Y � / �anasse Hanger Inc, C-4 Dimensional Layout and Materials ,, Januar 14 2000 Transportation Y Y AGAWA p C-5 Utilities January 14, 2000 l Land Development Environmental Servic�;s C-6 Utilities January 14, 2000 -�, 505 East Columbus P__venue C-7 Sanitary Sewer Plan and Profile January 7, 2000 := _, Spri �gfield, lV�assach�setts 01105 C-8 Sanitary Sewer Plan and Profile January 7, 2000 :.� _ 413 747 7113 • FAX w� 13 747 0916 . . . . . . . . . . . . . . w . .. . . . . . . . C-9 Grading, Drainage and Erosion/ January 14, 2000 PROJECT LON Sedimentation Control LOCATION o� Owner: C-10 Grading, Drainage and Erosion/ January 14, 2000 �_ Premier Parks & i Sedimentation Control '�` �_ a. Stuart Amusement Ccmpany u 1623 Main Street C-11 Riverfront Restoration January 7 2000 . . .. . P.O. Box 307 C-12 Details January 14, 2000 Mon achusetts ::::: ::: necticut Agawam, Massachusetts C-13 Details December 13, 1999 LOCA-nON MAP Applicant: C-14 Details December 13, 1999 o z000 4000 Premier Parks & C-15 Details January 7, 1999 - SCALE IN FEET �� Stual t Amusement Company C-16 Details - � ��'� co December 13, 1999 s�YE P�N ��F��OV�'L 1623 Main Street � PI.p,4��lIt�G gpAR'� cJ�1 AGAINAN� 119 • VCr ° �� P.O. Box 307 C-17 Details ��cv December 13, 1999 �� g A alvam Massachusetts C-18 Details D 1 1 9 December 3, 9 9 , r JOHN I F W%K No •41010 •,, . -,,,� SILT FENCE/HAYBALE BARRIER „,,,� •••�^"'"" �"""�.. �•"" r "_ "M---""M • "` 'w'"__ ��/� ' .. _, _—u _'�• w. tf "'.wrw a.ww^* w w.www"we ww' s+r'rw^ . 1-'-� �'1r�� V ...�""""- �� '�"'- +.�.n„ar+r, ,.-,.-,. +• --..a••••- "-"�"-.r Y.� pr Yy" 'r _ __ ,_� _^ ", ^� ta�� h� ,"4 ;� � '�' �� `'• - . • ...�•'"'" .___ � — ,;r"- � -�_� ., "mow."" --- -, b _ -' _ ��`--,_-�-- -f-.�4 ,�¢- --fi�• �Y:I --,��,7L+-dG� �xi.�•� o' X -( % r.v"` �"--r-,v� 'r" ,n. .r r....iw�+-w.+rr -" •� -,- -: 4.:' - �7� yam' .cS 9-_�.�"Y-''�_) - ---��.J -_ ---~-- _.. _-__ --- 1 � ... •,rY..� �•.+ �+ ��. -- ------ ��-.. �, , (u-( .mow '�Y'`4`y Y'1�`Y_"Y �r-� , .s+w+°'•+" �,.� ~ `- Y- T ` - -- - - g Vanasse Han en BrustUn Inc. 0. , . - _ r -- - h Olk _. _• : _ . , N C>.. t) . �._ I'RltSp[)Itatl P T ACROSS -; --x I CH- _ 7G CRO55 _ •; Land Development �. _ oilmen SUBDRAIN CLEANOUT -ter _. r�1 �� t� ) \ EIIvimnmeIItel Services ... - C r DI r- ^ . M .`- 4js ` � M07 MOB M �r'�'r- PPRO A Lb�a rn D2M � 505 East Columbus Avenue > >' ,`�a - �_ _' -_ -- 09 P89 P90 P91 P92 �P TION A PE c P94 pAS�ER :UN 1` RF. SU p M06 _ LOAD! A R N B{14L f w - $~ 50 S eld,Massachusetts 01105 P94A BOi L 605E _: f_ "` B08L FES3 B091 _.810L 11 _ ] \� 49 . a P9 S �2Y _ -. r <} �o M05 0 0� - 413 747 7113 FAX 413 747 0916 ♦ B03L `B17L Bi8L 619L. B20L �1b I� R03 s R92 r�l f -a -� �- �. �` \\ FE56 x } x " B01R 802H B0 R!'605R - _ _ �LS �. 016L (l4 B11R ` ...1 _ ... r" r B06R BO1R B08R iv 1R F31 B22L B23L B25L I _ i;Q6�', - 0 G02 G01 u� - 91�'- -Bi4 4B15R '`, x B22R B23R B25R B�6R �'\� M04 X R11 R10 Rog Q08 R07 �.. -�05 Q04 �� 1 F31r \. X _.._ Applicant: _- \ \\ B17R r 18R !. \ H1 ' FI.E11A F 5$' �- - 05L B19R B20R H14L ti7 r __- - 06r F Premier Parks & 1 ti 1 H15 H17 y, = t F \ x �, - M03 H14R -{" r FRE HMLF .STAND F20 19 F18 F17 F16H - - t - x F16V F15; H18 � .� �- fr > x � t H13 x _- � � Stuart Amusement Company H1 - �-3R 1F�" -H � [� .r:�., .. :� -..":-, :.�:. � � -.�--- ^� - 1623 Main Street �- y P1r r'. M :rh 1 / J S _ FES15 :. Hi2 H F L 19 F. 5S Y iS �- GO �. v� 8L 1 P.O. 7 .. ..:}. 3 Y � _ _ ... _ µ o. Box 30 1 D H r 3 52 57. Massachusetts R Agawam,G091 M ssach setts ✓' �Y Y � L - r^ `i : a ♦ , Z X p Rp7 R �MW10 H21 R � � Owner: 4•,, / } ATID V. .'� H 10R / MW24 � % r u t ;� : .: ; ,•,- H22L �H4 t,:QM i Premier Parks & B FF. 58 } REFf1£ HME�I Hl: 1 •f'., � D , H01R l , 1 .�.� i4R 5 X _ � . �.. � — -� .• Stuart Amusement Company V I / � s _ p 0�H HO ,/ n 9R H01L :i'' r ! X i • L I o I v - Y , .. . _ - 1623 Main Street :..... ..:..... vALv {. ✓ 23 a } r >... .. 08R �\ _ ._, , k ,.: . _. _r � _ P.O. Box 307 {_ \ v } i w e H02 SMH I r . A a wa Massachusetts o .Pk i .. , t ��y�r`�h � ' .. .. e"J ., = H 4L H ,,- , . T ;.< -.. ,: ,..:: . .;-- 6+ - GENERAL NOTES: _ / H2:: _ su , h �:`.. Ot 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING r _ f • . , _ L�.�--- _ CONDITIONS SURVEY WAS COMPILED BY HERITAGE ., _ a _ 425R t. .. 0 8 8 / .,._ ... :- ,. �„ ; , : � -� � r, - SURVEYS INC- OF SOUTHAM q MASSACH 5ETT5 AND IS ., f _ - , i SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN t 1,1Q. :, SM ,....-� :IDB . ,;: .,.� " ::: AGAWAM, MA55ACHUSETTS" SURVEYED FOR PREMIER 53_ 11 [[ i - J - ;.">;.. . :': $ c 7"' .:�. ... _':, .. • ,. ,. .: : ;:< PARKS, INC. DATED AUGUST 4, 1999, 02 E: - \ _ n -- :„- .l-' .:. ., .....,- :, +ry. .. .... ram. r•.''..: � H25 JOl 2. THIS PLAN 15 FOR ENGINEERING DESIGN AND IS NOT r - - '. - .,:,.. ,.: ,:,, _. .. � � _ --..-. Q'`. - r � Jam-• INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. Y �Y 1/' �T Al 7- .5 '�;' EAN T- / N � { J21R -� / : _- _ : ,:: �.. - i � 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. J2 � ��r :,:�,;. ,. .:.: 1 ,;;:. Qi" ., : � . . ..:: ;,: � r � � / r"-" -- -- i ROBINSON CHIT NOV EMBER 999. T L ts7 � C. ,.. '; :- , , `.,, ,- y.: _ f _ Gj u .) ` q6 SON ARCHITECTS ON N E BER 2, 1 HE 1 ,ate ROLLER COASTER S P Y 1LER COAS E LAYOUT WAS PROVIDED B NTAMIN ON 1 DECEMBER 23 1999. x rt R � ' J2 1J232l - _ _ t 1 J2O � �D�t� .. _ � ` � � ,,� ��, i 4 WETLAND LIMITS WERE DELINEATED BY VANASSE, t"" ( r I` HANGEN BRUSTLIN INC. AND FIELD LOCATED BY HERITAGE I 25 i fT D,. . SGMH5 �/ ,�� r 4y 24L J20L p "7 . SURVEYS, INC. DURING SEPTEMBER, 1999. rl 5 J03L 1 1 �� .J ,,, ' �` t 1 ::_> ,. - T PROPOSAL I LAND WHICH LIES IN THE SILT FENQ1� ALE BARRIER � � J19L ' � u�- ,..• :; ( 5. H15 PRO L S FOR E {� C7 4' JZ5 �'S: DIYI � �, () `I' --' // AN REGULATIONS OF THE T W 1 _ x,r-M' 56 FLgODPLAIN D MEETS THE TOWN , >C \ DMH1� X ►� 1' L C ,✓' �- � %.-r�' 7 � , .,- X : � I - '" � OF AGAWAM ZONING BY-LAW ORpINANCE, 1 Jz R r L07R 0L1 DMF�'3. 1L4 ✓� `� d �1 J DMH4 J27R J X \ X O6 FES �(y L X j� � � 1U4 --"'- , ..- ,t •_ 57 J17 \ -- " CIANOCI7 O �' ,� t 1 �\ J28L `�`� 58 '� lU5 t --�". ^"" iNV.�Sfl as I X TIDE ��//�r .�- Lf7f ;< :n '^ `` r- -- _---'Y�—" MH A r'`rr . '° 4. AMENDMENT #4 01/14/00 X Sri , \ 02... 6P _ 14' :' \ X 6p - 3. AMENDMENT #3 01/07/00 X -�-- ~Fl M1 e \ �_ 1L 4�j c, —r v �� _ ---- -- _ �¢ sr 2. AMEND #2-GRD COLUMNS 12/17/99 J08L 29R J30L �- B 1 -- 1. AMENDMENT #1 12/13/99 1 a rf Ob a C� \ \w °� r `�\. ., J31L J32L L03 J1#__. � '.� 1 , S¢ CB 54� r� r p` X -_'" ADJU$ � No. Revision Date ppva. \ ` � \ e /� Designed by Drawn by Checked by o �tr7 9L } t� sTRUc 3R 6 X �\ J09R J1 J = ~' OUTFALL CAD checked by Approved by LOB f „ -� �` - r �1 f '^--�1�: ----' •-'-;. DMH 60 ' / _ ,-.� scale 1 34 Date Dwember 3, 1999 31 == N_ ,. -�-.,`" --}.•..-»� cri r � 62 _" � n �r" �� _ram _ Fj4 r, } :' j" _� f �, Project Title • ~�,. *�' " - L01 o 0 I a �49�\ _ Rivertown 69 Six Fla s New England and70 try � � 1623 Main Street K09 ,_ , X j 100 -� �' %74 c, �� Agawam, Massachusetts MM1 Ole _ _ f !� �" 1 �, i 19 s r` I X� 0 - �n X Issued-' - 4 1 .1;12 -' �11 � cri >c) Ln a7 ! ed for - / R 3 surf TT re.r5s - G J tf7 I Xce12 a I(14L _ °� 75 �y4. �x r X r 1 / -- " �3 _ J Construction GRADING NOTES: ��; s- ,� _� _ �' �� ter„= g$ 1. ALL FINAL DRAINAGE STRUCTURE RIM ELEVATIONS IN THE ��i,�-�'��' - _ " �4 75 �� .�.� _ _�' _�� ' �. { � THEATER AREA ARE TO BE SET IN ACCORDANCE WITH PLANS - _4 _ a.. - ' -�O • ' 1 '11 Drawing Title PROVIDED BY BIRDSALL ENGINEERING. J W b'� 0,C) 5 H6 1 a`� - �: R.•N gyp _ a� �►l k__ 2. ALL DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHYLENE, � ' ' N '� � _ I-f) �X Grading Drainage and UNLESS OTHERWISE SPECIFIED ON PLAN. ° �`� Erosion/Sedimentation Y 3. INSTALLATION OF CONNECTICUT RIVER STORM DRAIN OUTLET T0 - �_ _--'`� w�"fJ --��.-�` \�— - ,�, X 1 f o Control BE CONSTRUCTED DURING LOW FLOW PERIOD JULY, AUGUST, � _�--��` �-~� � _� rr) � \'i � , - �,�_�� 6 � ---" - 1 X r� SEPTEMBER . SPECIFIC APPROVAL MUST BE OBTAINED FROM THE -�r -- _--` v �� _ N x ` AGAWAM CONSERVATION COMMISSION TO WORK OUTSIDE THE LOW ° �- ♦ Drawing Number / 11 FLOW AREA. % � ) f /' � « _� -5 N f u) ,n � rr? � r X X X X C-9 — i Q (2 CJ - — - `- ~ �%-r. 110. Sheet of s ao so izof �- ao o X x �0 �\ 9 18 ( IN FEET } % Project Number ` 1 inch = 30 ft. 06229.00 Ol /� Bo Mgtri L�i�n ��q�,1nt.dwf-r L Vanasse Hangen Brustiin, Inc. �'►�'A ILT FENCE/HAYBALE BARRIER Land Development F.nvironnmentaal m ices lr7 505 East ColumbusAvenue a � 1 _vY rY �-v-+ °`�,,�; '-"� ""•�.�•►'"" Springfield,Mwsachvsetts 01105 RM1lE'R EL.r s1.tl5• JY' Mn �~ -� � , � . � L�en -- '�`y. ` - - ,� �� .�. -r�r�-�r-�r=,r�r•'�"-�Y �,` �� . 413 747 7113 FAX 413 747 0916 '�_ ---� _ ri _- _ -- _ Q ,..�.,.��.. MH28 - - .; _.!I HW _ . . - � --� -''_ __ �~-' �`�_ - - -- -- - - -- .- - .. � �� - - - -- Applicant: _ _ _ _ 49 F13R F12R . __ C)feww,e FES6 1 C J - �---�► Premier Parks & Ylts...11l� rCQ4 COB 7 C09 ��, D05L 0 '� OMH12 � ,, �,-�"-- - -- - �_ - ---- ---._---- - _-_. �.■I�i" �>■IIIII�IIIIIIIt_ �i-�''r■�-->_��-�- - _�_ c10 c,l c 2 c - - - = - - - - -- - =1 -_ - ._- ._ _ .� -_ _ -----,� Stuart Amusement Co a n 825R x .5 - c13FI_ J �- - - __ -_ __ t _ ._ - - -�_� - --- - = �_-. _ c�1 x mY n� Y1 D07l. �,1 �__ ,.J`�` - _ �- `�,� ��.w�t3 -a 0 rs Pair -- 13 OL _b11L D,2L Dial l'- - . D151 - _----- -_ - - �� a ,� R X, - _ _ -'- -- _,,,�_J X >3 _ug',�r O17L D18L 'Dk9l COL 11�V-f�1H -E02 EO , Jz" r s` I� X °p _ , �__,_r =:- - .X� 1623 Main Street r 1 r �o - ` �- rrj E07 E08 0, x - - --_�, - v , 5R: : B x D,5R c0 A11R " c` - /Z' D,3R 914R tjR D1R D2�R ,,� _,U`- � � ,w� ,__.-.._. F16V F,S? F,4L __ _- , __ T ' s P.O. Box 307 1`�L F11 H 54 '55 56 0 , x-x - F,3L F � cra Y_,-,--�-- � 07 � � -----• H FD9V 55 _- _ � - Eo8R «� � �T E S. I. ��ry�+n ` . 1 r' ,� 30 x 74x-?�-7�? r-Y E09R '• ti El PIPE!_.IN �, Agawam, Massachusetts 72 � � a o ry � �, _: E10L � :� 70 �n t CV '� c 1n tV g'L. „ ! ES12 LQ.Q ) Xtr)- ¢ SUBDRAIN X S e3 - Yv r;,�,1 flMH2 '``gip"D '� .`;. -=yam'' x CLfANQUT �- -'f W E11R i Owner: y ^� `n -- 1 X _- f - E Premier Parks & ^lam '', I' -^?� 1 { I "� '- --�- f Eli _ � _ -Y J. ^` ^� S�R3 1F 73.3'�. r �� DMb '�' E12 Stuart Amusement Company _ - -" - - - --- 4P Rix.�o n ono , p Y 1 m cz sx - I u... _� 'r , + r E13R sM l� � � a` .,. X. Uo .. X COEXISTING SANIT7A ,Y .�. - MI Y A L COA57E f i -�_ r b .� TTOM OF STEEL FF 5 � r� f rn SEWER LINE TO r �-� - �� 1623 Main Street r�RERQUTED - f 7L r fL -_ - x FES11 ` P.O. Box 307 /Q + . ,` / �� t E2 IQ- Agawam, Massachusetts / , e� CID __ - -� _. �j E � u, p / ,� V� j GENERAL NOTES: -� - - -- -- - .. - 12 DI CONCR TE _ TEMPORARY O �� X_ �� '' EN S DUCT I J 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING i .� X -- - (� \ E22 21L X r /L�15L CONSTRUCTION CONDITIONS SURVEY WAS COMPILED BY HERITAGE f J / r = / �M��7ir' O - O L0 \ -E SURVEYS INC. OF SOUTHAMPTON MASSACHUSETTS AND IS y a k r ca_. rn �� U U a IR �J EW �� t EASEMENT FROM . C t1� ,R• _ W \ \ SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN �' cQ t��„ �.- _ -_ I n I� r„ TENNESSEE GAS > X �. J X q I \ AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER �� • - L O u1. E20R / E, R .y- S PIPELINE CdPANY PARKS, INC. DATED AUGUST 4, 1999. L1J THIS PLAN IS FOR ENGINEERING DESIGN AND 15 NOT % '.,� �n o In �} Lo C> / ,9P E18R - E116R SMH 10; F.- X L 4� THIS TO BE USED FOR PROPERTY BOUNDARY LAYOUT. t` _ �j SMH7 \ �''� CO t t7J C (� L ` �� LJ � 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. ) - -\ tf} �fiii E19L �I f' i ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE O j) , � L ry ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON X __---- - O OC H191 "'oil E18L ►{ C ) 5, W ,ECEMBER 23, 1999. SM�:v Il✓ WETLAND LIMITS WERE DELINEATED BY VANASSE, M HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE L�f SURVEYS, INC. DURING SEPTEMBER, 1999. O Q SMHr 1 >4I J J W 1!l X LCj C`Sj Q �f� I (f) L L 5 THIS PROPOSAL IS FOR LAND WHICH LIES IN THE I � ' F. ODP EFTS THE REGULATIONS OF THE TOWN C 0 LAIN AND M \ �,L M �f U) X AGAWAM ZONING BY-LAW ORDINANCE. - n X I -r \ , X F` 30 0 15 30 so 120 f X �1� -� F I> > r• X � L - •. o ( IN FEET } / � `� � X Q CJ 1 inch = 30 ft. � �� -� �� _ T,aLE� OF ExS T �� G sToR �� DR��,ir� ucTURcS O ( X CB t7 -- Y �µ CB 3B s C@ 78 CB 94 DMF1 114 flB 134 r< 3.:r - \ \\ 1'\ `� RIM - 79.62 Rtrs = 90.80 NV OUT W 64,08 RIM 51.0 RIM V 3.27 RIM = 81 25 RIM = 76.34 4. AMENDMENT #4 01/14/00 +. ` �� \ \ \ -1 INV. CUT W 74..3 1NV IN _ 86.22(S) INV OUT = 49.7 INV IN 72.0(Nl INV = 77,36 INV = 74.9 PIL '� �\ r� X '- -�` r� \ INV IN - 85.56(E) -7 INV IN = 71.23(E) "-�- - ----_ _ CMN 18 INv GUT = 85.55 NV OUT = 62.10 CD 79 INv OU = 71.11(Vr} uwiI 115 cB 1.35 3. AMENDMENT #3 01/07/00 RIM - 76.40 RIM - 49.1 MIA = 81,-?4 RIM 74.85 JNV IN = 73.24 CB 39 5$ CB 9� 1N�1 77.96 INV = 67.7s 2. AMEND 2-GRD ® COLUMNS 12/17/99 �y / �-/ 1NV OUT - 73.20 RIM = 90.85 rJV IN = 62.10 RIM 80 RIM = ''+:37 X \ �` \�\ J7^ � .� ✓ ~-�' INV IN = 86.95 itlM s1.28 ii IN 71.37(l C@ 11s 136 1. AMENDMENT 1 12113199 - � DIAH 19 INV OUT = 86.73 60 ItJV !N = 48.i:(5} IhdL' IN 70.42(5) Rlrh = 81.48 i€{y = 50.03 # if)X __ \ �._` X RIM = 78.07 INV IN = 48.F.'E) iNV Ot , = 67.47(S} INV = 78-72 No. Revision Dote ppvd. 1`0 INV iN = 72.57 C@ 40 INV OUT = 4l.4(N) INV O!:'' = 6T55i rB f37 ro \\ \ \ �` \ `..� ) L{ ` (� INV OUT = 72.85 RIM = Bg.86 fit l f17 RIM = 77.23 Designed by Drawn by Checked by INV a 87.28 INV IN = 65.01 CB 81 C@ 96 Rim 92.99 INV = 76.33 Dtfi1 20 RIM _. 5,1.a1 RIM = �.11 INV 88.8 RIM = 77,78 CB 41 62 INV IN im 47.1(5} INV - .':i.12 YD 138 CAD checked by Approved by INV 9N/OUT = 72.72 RIM = 90.01 ;NV OUT = 6&.6B IrfV IN = 4$.$(E) DW 118 RIAf = 59.4 INV = 87.97 INV OU'F = 47-y(N) CB 97 i;rd = S5.OB INV = 58.0 Scale Date �.. \ J N CB 21 63 RI19 = :-11 INV - 88.3 YD 139 lw=30' l�mber 3, 1� Xin IRIMNV - 71.89 L'B 43 INV OUT = 66.82 IN ` INV = $9 Project Title �`jc, \ \ i t17 INV 68.70 RlrA = 91.11 INV OUT = 4-.1 CA 119 RIM = 58.8 6 �'. _�`� \. X' 98 RIM = 94.19 INV = 57.0 a � \ "�-�_f� � � INl` IN = 85.99 64 CQNTR TQ�-SH - �`- Cd m C8 22 JIJV OUT = 86.56 INV 68.32(5Y) 1?Mr} 83 DRAIN 74.87 INV = 87.6 �� 0�=Tyy ADJUS , EXISTING ��_ X '� � �� ♦ _ f� RIM - 91.07 INV = 67,29(N'Jr) RIM = 7;33 INV 0 YD 140 �1�/�l -�.��_ �"-`�--�.._��-� � '\ � �. / INV OUT = 89.03 C@ 44 INV = 67.83 DMii 12fi Rir.F = 58.4 STRU � llRES AND -- 99 RIM = 81.'75 INV = 56.4 CC -- RIM = 90.39 CB B5 OUTf'ALL A5 NECESSAY' X '' '� _- _~� - -- �' 4 v C@ 23 INV Ihi = 85.74 FI) RI M = 83.0; GB Sa CRA N 74.68 INV = 76.85 Six Fig New England -- - _.__ _ "- _ -_ -- _, __ _. _...__.- RIM = 91.78 !NV IN = 8•x.57StW) INV OUT = 78,71 RIM W 72.33 INV r= .0 YD 141 t1 Cad -- �1 �� INV = 138.47 INV OUT = 84.550 INV as = 5'.98(5) YD 121 RIM = 59.5 a !NV IN = 59..'1(5W CB 10C' RIM = 81.48 INV = 55.7 i X \ 4 X o . G@ 66 ) - rf} \\\\ 1 �' INV IN = 69.i'(',v' IPillNV = 51 iN1' - 79.{Y 1623 Main Street CB 24 CB 45 RIM = 78.24 �i A \\ RIM = 91.63 RIM = 90.33 1`d'V IN = 73.26(W) INV IN = 59.j3(wt'74Y) INV 72 YO 142, INV = B7.95 INV IN = 84J 3 r;IV IN - 74 OS(SW) INV IN = 68.:oiNNW) CB 12.2 RIM 56.8 4 -T PROPOSED STORM DRAIN STRUCTURES INV 04JT = 64.,3 r�� IN T 74.osr,=.) hJ'� 6�-�a( :) R 10 R11A = >©58 INV = 54.5 r� _ C@ 25 INV IN = 74.aB(Sf) R4lA '`' 24 Agawam, Massachusetts INV OUT = 73.30 E Op R1M = 91.55 DMH 45 ( ) CB $5 rN'V = '2.G INV Issued for } 143 CBI CB11 DMH4 DMH10 DMH 17 DMH 24 FES4 TD2 sNV - 87.78 RIM = 90.92 RIM = 72.74 CrIH ,2;i INV = 53.39 II I xr� RiM=57.30 RIM=55.50 RIM=52.95 RIM=57.50 RIM=65.00 RIM=57.50 INV OUT, FES3=49.90 RIM=63.00 INV IN - 86.82(N') CB 67 Dill 1=,_ RIM - 82.59 INV OUT, CB3-53.30 INV OUT, DMH18=51.30 INV IN, DMH5=51.25 INV IN, RD4=54.75 INV IN, FES 8=47.65 INV IN, RD6-54.75 INV OUT, DMH2=59.20 CB 26 INV IN = 83.92 N RIM _ 4.85 INV = 76.53 YD 144 INV IN, DMH3A=51.25 INV IN. RD5=54.75 INV OUT, FES 9=47.65 INV OUT, HEADERS (3)=51.00 FES5 RIM = 91.10 INV IN = 135.a7.(s) li CUT = 7.5.81 DMH 86 NV = '_::45(NW) RIM = 53-1 1s3 ` 'mil CB2 CB12 INV OUT, FE51=51.15 INV OUT, HEADERS(2)=51.00 INV OUT, FES3=54.50 INV OUT, FES4=49.50 TD3 INV = 89.53 INV IN = 86.52(E] RIM = 72,44 1NV = 55.75(N) l 124 GALL RIM=57.50 RIM=68,20 DMH18 RIM=60.70 INV OUT = 79.42 CB 68 INV 68.44 INV = '!)4(SE) RIM '= 81.35 Construction INV OUT, DMH1=63.20 C@ 27 RIM = 75.00 INV IN = 6$. '(PJ1V) INV - :"3 91 INV ?6.1(S) CB 145 INV OUT, CB4=53.5D DMH5 Dill RIM=55.60 DMH 25 FES6 INV OUT, DMH3A=56.9D X / Rim = 91.15 CB 47 INV - 74.25(NF) RIM 77.47 RIM=57.60 INV IN, FES 10=47.20 INV OUT, FES5=48.00 !vv = 7a 0 �� y RIM=51.00 RIM=54,70 133v = 89.36 RtM = 90.91 CB 8. CB 103 INV - 73.5 X -- CB3 C813 INV IN, DMH7=53.50 INV IN, FES6=47.90 INV IN, CB10-51.20 INV IN, HEADER=50,50 TD4 RIM = 72A3 RIM = -'.78 CB 125 RIM=57.65 RIM=N/A INV IN, HUSS=51-60 INV IN, CB11=51.20 1r;. !N = 85.62(S) C13 sg INV IN, SUBDRAIN=47.90 INV OUT, DMH15=52.50 FES7 RIM=57.20 C@ 28 INV OUT = 85.6J3 INV rhJ = e$. .(NW) INV = 93(NN) RIM 77.76 C9 146 INV IN, CB1=52.70 INV OUT, DMH3=N A INV IN, Tp4=53.50 INV IN, SUMP PUMP=50.0 RIM = 7Y.44 / INV OUT, DMH28=47,80 INV OUT, DMH15=48.20 INV OUT, DMH5=53.60 RIM = 90.24 i4V = 75-la Irav 1N = 69 (w} INV = :so3(NE) itvv = 74.o1{Sr) RIM -- e0.95 - --' --- INV OUT, DMH6=52.60 INV OUT, DMH4=51.50 INV OUT, DMH23=47.20 DMH26 CD 48 INV = 68.s7(� ) IrIV = 74.1$ NE ( ) INV - 73.0 Drawing Title � C814 DMH12 RIM=56.20 FESB TD5 S1R lCTURE 29 RIM = 90.36 C13 70 CB 10: rNV - 73.9`5� NW CB4 RIM=53.60 DMH6 DMH19 RIM r'-73 INV = '74.92(15') \ a RIM=54.00 INV IN, RD7=53.15 INV OUT, FES7=48.15 RIM=53.30 INV = 86.58 INV = 87.00 RIM = 74.7o CB $9 RIM=57.50 INV OUT, T05=50.80 RIM=57.50 INV IN, DMH28=46.80 RIM=74.50 INV IN, RD8=53.15 INV IN, C814=50.40 !vV = 73.1(w) RIM = 7z.88 INV = .5�.68 >) (J1 X INV IN, CB2=53.00 INV IN, CB3=52.30 INV IN, DMH23=46.25 INV OUT, FES11=70.00 INV IN, RD9=53.15 FES9 INV OUT, DMH13=49.60 ST1eUC71.1RE 30 C@ 49 Nv = 73.4(E) It1V = 68.78(: V) CB 126 INV OUT, DMH6=52.90 CB15 INV IN, CB4=52.10 WITH FLAP VALVE INV OUT, HEADERS(2)=50.50 INV OUT, DMH17=47.40 INV = 86,49 RIM = 91.10 NV OUT = 71.85(N) INV = 70.44li) C13 106 RIM = 78.18 • • r RIM=N/A INV IN, CB5=53.30 INV OUT, HW,=46.15 DMH2O Till INV = 8$.02 INV Our = l r2(S) RIM = n: 66 INv = 74.02 Grading Drainage and STRUCTURE 31 C13 71 INV = 68.80(: ! INV = F,r,41 � CB5 INV OUT, LMH1=N/A INV OUT, DMH9=52.00 R1M=73.40 DMH27 FES10 RIM=51.80 RIM _ } CB 127 RIM=57.50 DMH13 INV IN, FES12=68.20 RIM=N/A INV OUT, FES9=47.35 INV IN, 8" SUBDRAIN=50.10 INV 86.77 RI I = Wv` OUT 2=458.58 DMH 88 CB 10: RIM = 76.53 • • • - INV OUT, DMH6=53.50 DMHI DMH7 RIM=52.30 INV IN, STUB=60.70 INV OUT, DMFf21=N/A INV OUT, DMH13=49.60 CD 32 INV = 87.72(S) RIM = 75.47 RIM = -1.03 INV - 73.98 Erosion/Sedimentatlon _X - - RIM=68.60 RIM=56.60 INV IN, TD5=49.90 INV IN, SUBDRAIN=66.00 FES11 i o a r INV = 9ie 95 S � � ��- RI„d - 0._7 INV = $6.75(4Y Cr.1H 72 INV IN = 71.ii', rae ( ) CB6 INV 1N, TD1=64.30 INV IN, RD1=53.75 INV IN, TD6,7=49.90 INV OUT, DMH23=58.70 DMH28 INV OUT, DMH19-69.50 TD8 INV = 87.33 INV = B6.75(N� RIM = 73CO INv IN = 71 f2�SE INV = :i .13(E) FLOODED Cr3 128 RIM=57.20 INv IN, CB12=63.00 INV IN, RD2,3=53.75 INV OUT, CMH15=49.80 RIM=53.75 RIM=54.30 Iry = 67.80 1NV OUT = 67 09 TO SMH? R!I•A - 78,10 Control INV OUT, DMH8=53.20 INV OUT, DMH2=60.30 INV OUT, DMH5=53.67 DMH21 FES12 INV OUT, DMH15=49.30 CB 33 Co 51 INV W 67.83 CB 107 MUD - 72.5 INV OUT, HEADER=50.50 DMH14 RIM=N/A INV IN, DMH11=47,46 INV IN, FES 11-68.50 RIM = 89.71 RIM = 90.99 ce 90 RIM W 9`.41 CB7 DMH2 RIM=N/A - / INV OUT, DMH 12=47.37 INV )N = $6.89 S INv IN = 87,44 RIM = 72.65 INV = .0 CB 129 INV IN, DMH27=N A LMH1 (�) GB 73 RIM=56.70 RIM=62.90 DMH8 INV IN, OMH13-N A INv OUT, DMH22=N A FES14 INV IN = 86.91(C) INV OUT = 87.30 RIM = 72.52 !NV IN = 70.1i�5) R1M 77.91 / / FES1 RIM=N/A IN'J OU7 - 86.62 INV IN = 70.52(SE INv IN = 69 ''SSV co t1G 1NV 76.0 INV OUT, DMH8=52.70 INV IN, DMH1=59.10 RIM=57.35 INV IN, FES15=51.00 INV IN, CB15=N A ) ) RIM = ,�.57 �- INV IN, TDB=N/A INV OUT, DMH4=51.00 / CB 52 INV OUT = 70.39 NV IN = 68,I dfNW) C ¢ INV IN, TD2=59.10 INV IN, CB6=53.10 INV OUT, CMH15=N A DMH22 CB 34 RIM = 75.37 INV IN = 68, ~(NNW) INV = E 2i C@ 130 - Drawing Number . ' CB8 INV OUT, DMH3=59.00 INV IN, C87=52.20 / RIM=N A FF51.5 W t i / FES2 RIM = 89.81 INV IN - 72 5 SE) Oo 74 lNV IN = 69.•.2(N) IN`, z1.2 _+E INV - 76.20 r L RIM=57.60 INV OUT, DMH9=52.10 INV IN, DMH21=N A INV OUT DMH24=53.50 1NV IN, FES14=50.00 INV OUT = 86.93 INV IN W 70.0�S ( E) INV = 'i.2{NE NV - 7@.8D � INV OUT, DMH9=53.60 DMH15 / 1 R11.1 - 73.7s rlvv OUT W E3.78 X X DMH3 RIM=53.70 INV OUT, DMH2O=N/A INV OUT = 69.75 INV IN - 63.39l RIM=63.10 DMH9 HW1 Ce 35 Iria IN = 71.41(5) cs 91 C13 ill ce 131 INV IN, DMH13=49.20 FES3 INV OUT, DMH12=46.00 RIM - 89 66 l 53 ( }C69 INV IN, DMH2=58.70 RIM=57.SD INV OUT = 63.3Btr:) RI►,t =' 72.?6 RIM = ;`-e2 Rlre = 77.83 INV IN, CB8=53,50 INV IN, TD8=49.20 DMH23 INV OUT, DMH9=50.00 or ?rJV = 61".7 INV 76.94 RIM=N/A INV IN, CB13=67.50 SNV IN -86.02(S) RIM = 73.20 ENV IN = 69.-.+(W INV OUT, FES7=49.10 RIM=63.2D ill 4. C_ 10 INV OUT, DMH16=N A INV IN, SUMP PUMP-55.00 INV IN, DMH6=5t.80 TD1 #Nv IN = 86.18{N} INV IN = 72.29(5} CB 75 INv OUT = 69.98(E) ^�� a?• / INV IN, DMH8=51.50 INV IN, DMH2O=56.20 RIM=68.30 INV OUT $6.()0 INV OUT = 72,321 RIM = 73.41 CB 112 CH 132 r INV OUT, DMH3A=58.30 RIM = 8_80 a INV OUT, FE53=50.60 DMH16 WITH FLAP VALVE DF,ttr 92 RIM = 77.3., �� n. CB10 INV IN, DMH18=46.80 INV OUT, DMH1=64.50 INV = ;,:.44(w} INV = 72.2r RIM=N/A C13 36 CH Sa CB 76 RIM = 73.55 ) RIM-55.50 DMH3A INV - 76.3t"(F • Sheet of � �-----._,:�.---�- INV IN, OMH15=N/A INV OUT, DMH12=4&.75 RiM - 98.75 RIM == 73 3s RIM = 63.10 INv !N = 70.st;(w) INV OUT, DMH18=51,30 RIM= 59.90 JNV I1a 8r,.80 INV = 69.0 INv Our = 6�.z3(sr} 'cB 133 10 18 CA F M WATER FQUpJT��Ir. INV IN, DMH3=55.80 INV IN, CB9=N/A CB 113 RIM 7fi.48 INV IN, TD3=55.90 INV OUT, FES7-N/A INv DOT = $6.59 cr3 77 ) CB 55 S',{M = 51.86 CB 93 RIM = 82.68 INV ?t) -- 74.21(SJP s 1 ii 7D. 2 INV OUT, DMH4=51.70 CB 37 REM = 72.30 I�i'V IN = 49-3 S'N' RIM = 73.74 #NL' = d.1 INV OUT = 7a.16(NF') ( ,'+ Protect Number P.It:A = 8+3.80 INV - 65.30 - Id'J IN W 48.3(E} 1NV = 70.8G V� n� INV OUT r 117.nt rJV OUT -� 4.R.I(N) 06229.00 _.._ .. .___ .. __-. ._____. _-._.-.- .-_._._. .-____._.___ --.---._-__--_. - ._ ---- __ ____ . _._..... ..___._ __.___.____ _..-..- ..._.-_.- -.-_-_ - _- dl Jlq Oa 11MaepflPmjects106229\cad\ld1YR200 MFinset\Conctruction106229p1ot.dwg I Seedingp Rivertown: Riverfront Restoration Planting Schedule Location Mix Type Application Rate rx Trees _ (lbslacr_) Minimum size number Grassland Restoration New England Conservation/Wildlife Mix 25 A. Common name Latin name Abbreviation inches of plants Vegetated Swales_ New England Erosion Control/Restoration Mix 35 Red maple Acer rubrum Ar 18 35 Seed source:New England Wetland Plants,Inc.,800 Main St.Amherst,MA 01002,(413)256-1752 Vanasse Hangen BrustUn, Inc. Silver maple Acer saccharinum As 18 51 Cottonwood Papulus deltoides Pd 16 85 Black willow Salix trigs Sn 18 61 Transportation Land Development Sycamore Platanus occidentalis Po 18 37 Notes: ��tal Services Total 232 1.The Riverfront Restoration area will be planted with native plants as shown in the planting schedule. Shrubs 2. Forested restoration areas will be planted with trees and shrubs; shrub restoration areas will be planted with shrubs. 505 East Columbus Avenue Minimum size number Springfield,Massachusetts 01105 Common name Latin name Abbreviation inches of plants 3.The contractor is responsible for coordinating with the owner to determine the type of landscaping and ground cover 413 747 7113 •FAX 413 747 0916 Winterberry Ilex verticillata Iv 12 146 required in areas not specified on the Riverfront Restoration Plan. Spicebush Lindera benzoin Lb 12 117 Blueberry Vaccinium corymbosum Vc 12 151 Nannyberry Viburnum lentago VI 12 156 Mountain Laurel Kalmia latifolia KI 12 53 Applicant: Huckleberry Ga lussacia baccata Gb 12 56 Premier Parks & 679 Total t:l °o 0 0 0° FORESTED RESTORATION AREA Stuart Amusement Company l p Y t.. � 000 SHRUB RESTORATION AREA 1623 Main Street a0 ii GRASS LAND RESTORATION AREA P.O. Box 307 l' 11 Pd Agawam, Massachusetts 50 Pd 10 I 5 Pd 11 Sn 12 M v 50 Sn 2 Po 8 VI 3 As 4 As 4 As 16 Lb 11 Vc 25 Lb 9 Lb 4 Vc 7 Iv 4 VI 7 Lb f" 4 6 Lb r r I ,. Owner: 25 Iv 7 VI 16 Iv s' . i - ' 2 Pd 'S:.Lb 3 Iv 14 Vc Premier Parks & - ' -- - _ 3 AsStuart Amusement Co pa ) �✓"°�'•, ! r rr.r-rv`/�,,.�. ._+• -s ---.-_ ':- r,r,[!`.r.,-, - ._.., � . xA -.Fr �. �'-' :1 w' �r ,trr-rr;�w\c.-�-t. �.G-w. 7... �C., .�' �... • f'.r fi v __,,,. t a .sy� A .Y G,'v Y�r a�.:' �. , v vvvv aaaaaa � a "r 9 Lb AS 3 Pd .. ,::.I_ - ,.. r~..: �- _ - ; - - .,.:,�. ` , --- x.-:. - -. ., . 1 y �` � "--. K 1623 Main Street .�� vvvvvvva vvvvvvvv vvvvavvavvv , Pb f •�✓', 5 a aaavavaa aaa avvvv°avvvvv vvvavav avvvavvvvvv �: � -�•_ 4 KI 111 ? -ray' vvvvvvva vvvvvvvvvvvavav v b.pa-vavvvv vvvvvav ` '^ .' - 'fit °°°aaaaaaaaaaa vvvv � ,k,. .� '` 9 Gb 10 Gb _ n", �• �. vv v°°aaa°avv r" an, ` K1 ..� �•�-., - ... . P.O. Box 307 " 9 v v .,..-:- „� vvavvavvav vvvvvvva vvvv v-a-v-v v r. ,r' -� �,.•:^:.-. .;'- ,y - : ,. v vavvv � avv �,+, - ,--.�-,'Yr- •�v v v w,. 'a� y.,�. '�� ,r.. i __ ,mod.,,,,-... �. �„ _ 'fir: ,Y --.v' ®._ r n 0 0 0 0 O O O vvv _ r O O O O O O O O O O • ..t_�.-ati .-., .. •:,�, ,.� _,,.r c'; � ;� �d'" � :°�..:.";,, 1 nw a _ v ��, f _ sac . a D v a a f A awam Massachusetts husetts t _ . �[. -R1L' '.. ....r` q vvvv r •RI1L - `�,•• O O O O O O o 0 0 o n o 0 o a as , 'sue`.11A�.' .OIR• O O O O O O O o O OD aavvvvv M T i r a•,•`T x• •R1e �1 NiR _ SJ o O O O O ; '* •ill• •1+�.•l� il3 • 1 VC 'RdR� pk• t* tglr.1q• q1 �+ v v :vvv GENERAL NOTES: O D - .> •tiRl k s d191Cl�f. r" F v v v v vvvv Z O O •-t O a.. i3. Lb O O .•.•.•.•...•.-_•. . ..•.'. .. h>+e DID •�a vvvvvvva Do 000p o * xle a ,• •. •s• x • •Es . O v b a v a a ON HEREIN FOR THE EXISTING �'.'RfQ Ot ',� 13 V .f>si'F� �� - 1. INFORMATION PROVIDED j T .,. v o 0 0 : :tom '•sv'•'sal •r» 4n>w �' a c�'v.o '# r +' sr r '•�1' �.'_• >�. .�- a • �• mom'. CONDITIONS SURVEY WAS COMPILED BY HERITAGE v v . fhri - ,+. 4 . •w ,I► n 'L . vv P�I'Iplp, •la1' SURVEYS INC OF SOUTHAM TON MASSACHUSETTS AND 15 . -� Imo.'♦ i . . . . . . . . . . . . a D O O O ;r- r � z -: ::", ,..:: O O O - xr- .-- ' r.•a' I- ,� . �� ._ :. ., v - _. : :,,..; - • ><- .`,�• SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN �rR o t i 3 Ar� •• :1 p p O O O O O ? O O O O vdb.a5vvvv ' . . O FJa••.• • '' - _ o AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER O O 0 0 0 D O � O O O O •r.�.':fix.- a r; ",.:. vvvv v ' O O - . r ,y C • o o D o n •••r•�-•-•• o v vv o o PARKS INC. DATED AUGUST 4 1999. O ti, O O •M t a v v v, r • - O O O- • - O O vavvav-v D - .` c . . . . 0 . -y v' O O n O v 0 • O O pvvvvvvv O O ct.rlR O v av vv va: EIS ___, 2. THIS PLAN IS FOR ENGINEERING DESIGN AND 15 NOT aplpbvp.. "i:, I 4 a r .. r- n n o• o , •b o �, • v v v v v v v v - - - • - - - • - - - O - •• io a LADED TO HE FOR PROPERTY BOUNDARY LAYOUT. :: r s _ v a o ;:: • ;. � f ,. - °'p'O INTENDED USED .. .-,' -1 - -: � r, p • O d v v c. , g 6�v v v v D •_ O O . ,. ` '.- Y• o • v.v v�- bv• .+ x,.;a".•�- - ..•:.,�` '�+_� A . .-- -- a LNInM inter • o21 p `,A,10 •a�o uE O ' - •r.' _..Et. ! 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRU CE D. 1 .. O p. Nt! :,:,. : ' , ;, .• .; '.'. '.'.' O va vvv :�''vv r1r` vavav:0 '.I• 21 VI a _. . •. . .. � ,. O o : :.; ._.. •; • � - - - O ¢' � - - _ v b° I !^ ROBINSON ARCHITECTS ON NOvEMBER 2 1999. THE Q vvv!d'dS:vvv �/ - , - v°, O O vvvvvvvvv O O O ti r] , . O wrsrt O T '- a 20 VC ! 3 •_ p - - - - - - O O ;- : � -r- .u- -s- D Z5- ,b v i v v b v .� *� "�n _ -s' v v v v v ••-- ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON p • >,. �I_�'�i '!' i' �r I •'+• O r O O O f�':: vv:vvv v v • a • Q v v b'b v v - ---- ' .• O EY4 ti •, .q O tvvvvvvv a o o .! -�: D Q "i" �. •t ECEMBER 2 1 rw"> s.. P '� ,- -__. 7 Gb •v vvvv o D 3, 999 n 't:1 D O O -r O vvvv _ ! vavvv •L y A Pule'' {_. \ O •vvvv v r . :-' .. ..:' .: .�,." ''.: -. YAty[ '. �� y °a ',_, I O O 9vvvvvv O S1A1lok "• _ O O r t.. ` -r -i •vvvv O CH Ai O O Elf)il v •1 a - `r v v :- avv o 0 0 :r r -_ _ 4. WETLAND LIMITS WERE DELINEATED BY VANASSE 18 Po a o o 0 o o .'r• CoNsise b n o a .�s. o j o R T AND FIELD LOCATED Y HERITAGE v 4 ., D D �,:, -.., ,:. ,... .E.:. •s-. i __, p � HANGEN, B US LIN, INC. A CATED B E O O o o n tastslle< A a r 1pe �' L► Ar ti 1 5 1 o o 1. . . . i _ D PT M ER 19 r i EASEYE6 SURVEY INC. DURING SE E B 99. 1 t i ` •salR 1' PWEJNE As F S . .gal . . . . r: 1 k,=t TENNESS i: # . 011 .. .�' I -�• P N WHICH IN THE 26 ti . •rl�. Rd . - ... ., _:: ,< ;: _ ,' � �___-_ 5. THIS PROPOSAL FO THE LAND THE TOWN v n _ FLOOD LAN MEETSS y t a s< 3 A :'1 ' .. O a �z VC t D : ,. `z '' .I �, OF AGAWAM ZONING BY—LAW ORDINANCE. k 7 Vc '' 19 . . . . . r , , V v v O .1' ,. I i 1 I •JaIR '- �' t r8 VI 77 F .t. .1 I l i I r 2' d i i30 Gb ; r 6 r r, GL l .� �' 'mil• •0• . ,r' 1 ,. . � i! 5 As a 9 Ii� • . . • - ,,} ' e O O. DOa0000 000 ••• � " !i, q__ 1 I� r.Y I S TVV ! -.__ r '.`• 0O vvv Oa r "l ft1i -_.. ! .I ], �� 1 - i 51 . . I' Lb y. 006 0. , . . . 1 D afl ..., " !•,1 ? I r r ;ji 2. AMENDMENT #3 01/07 00 5 Po t r�l 14 �� z jf 1. AMENDMENT #1 12/13/99 • r + - t1, N. . .: : + , 5y rrJ No. Revision date Pv . . a 7 VI �i. « i-y �"� ✓ r _ ?. ,`.� Designed by Drawn by Checked by �. 7 Iv .•. ,,,� b A roved l: �i,n�k 5'I f�� 3 *� , y` - r d .,-• I CAD checkedy PP by '�S lF i�.` • 4 !-. , _ .-( 1 - I.Y- r `t Al S.l \ \+, f j r' 13 Vc �r r • - �' r'r ~lI. Scale ln_�, Date 12 VI ' 8 �Y T 'o w"LMk-. ' December 3 1999 Project Title 12 Lb K1 � . -k 1 R vertown 6 Po -` - r . s _ l 3 T r•- L1 _--.. — k , Six Flags New England 1623 Main Street .wno iv omnw r>Ao � s wATUNWL evneAclae 10 PWME TAPPM SUM 4 ; , 1 V: !''•f C,! f y y' ] ? `y1 � t I,:i AND VXI� - C3 Agawam Massachusetts Issued for ■ t , Construction ,t Drawing Title RESTORATION NOTES: 1. RIVERFRONT RESTORATION PLANTINGS SHALL BE INDIGENOUS TO THE AREA. s Riverfront _.-.._ 2• THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER TO Restoration DETERMINE TYPE OF LANDSCAPING AND GROUND COVER REQUIRED IN AREAS NOT SPECIFIED AS RIVERFRONT RESTORATION AREAS. 3. THE RIVERFRONT RESTORATION AREA WILL BE PLANTED WITH NATIVE PLANTS AS SHOWN IN THE PLANTING SCHEDULE. 9 Drawin Number ��IH OF Atgs'$f 4. FORESTED RESTORATION AREA WILL BE PLANTED WITH TREES AND SHRUBS; SHRUB KIIEM. RLY � RESTORATION AREAS WILL BE PLANTED WITH SHRUBS. It MASIUK CIVIL (n C_ 60 0 30 60 120 240 o Sf�No,40474�Q 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER TO 9 � or�� `` Sheet of DETERMINE THE TYPE OF LANDSCAPING AND GROUND COVER REQUIRED IN AREAS NOT ll 18 SPECIFIED ON THE RIVERFRONT RESTORATION PLAN. ( IN FEET ) 1 inch = 60 ffw Project Number 6. NO PLANT OR SEED MIX SUBSTITUTIONS WITHOUT APPROVAL OF PROJECT ENGINEER. 06229.00 11MasprUPro jects1062291cad11 d1YR2000\PlansetlCon struction\06229p1ot.dwg ,14 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services NOTES: NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR 24" DIA. 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. ACCESS HS-20 LOADING. PAVED AREA LANDSCAPED AREA SURFACE TREATMENT 505 East Columbus Avenue VARIES Springfield, Massachusetts 01105 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH z - 2. COPOLYMER MANHOLE STEPS SHALL BE 2' MAX. CLEARANCE TO OUTSIDE OF PIPE. INSTALLED AT 12" O.C. FOR THE FULL COMPACTED 413 747 71 13 •FAX 413 747 0916 MORTAR ALL PIPE CONNECTIONS. I 48" DIA. (MIN.) I DEPTH OF THE STRUCTURE. FINISH COMMON FILL/ 3. JOINT SEALANT BETWEEN PRECAST SECTIONS I GRADE ORDINARY BORROW AI IFRNg ECCENTRIC CONE SECTION i L_ �� 3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH SHALL BE PREFORMED BUTYL RUBBER. ALTERNATE TOP SLAB 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. 4. CATCH BASIN FRAME AND GRATE SHALL MORTAR ALL PIPE CONNECTIONS. �P z 24" SQUARE INDICATOR. MOUNT NA RIDE ICfln �- BE SET IN FULL MORTAR BED. ADJUST • OPENING TYP 4. JOINT SEALANT BETWEEN PRECAST SECTIONS TO GRADE WITH CLAY BRICK AND SHALL BE PREFORMED BUTYL RUBBER. o Q I El MORTAR (2 BRICK COURSES TYPICALLY, FINISH OPERATORS CONTROL ROOM. Premier Parks & 48' DIA. (MIN.) �E GRADE TYPICAL O°0 Q SEE DRAWING BY BIRDSALL ENGINEERING I � I 5 BRICK COURSES MAXIMUM) 8" 24" DIA. B" 5. DRAIN MANHOLE FRAME AND COVER PAVEMENT o ACCESS SHALL BE SET IN FULL MORTAR BED. SECTION - FOR TUNNEL AND SUMP AREA DETAILS. Stuart ADJUST TO GRADE WITH CLAY BRICK AND �]o ° g o tu(Ll 1 Amusement Company ALTERNATE TOP SLAM MORTAR (2 BRICK COURSES TYPICALLY, FINISH SEE 5 BRICK COURSES MAXIMUM NOTE 5. ) ( \/\/\/\/\i 1623 Main Street GRADE \\\\\\,>\ IIr P.O. Box 307 SEE NOTE 4 c�o a m COMPACTED GRAVEL ;// \%j F z BORROW TYPE B �y \j Ir 18'MIN_ 1, w N ( \\ OVERLAP \j FILTER FABRIC Z U Z a a0 ND PS, SEE ,; `1 ,; Agawam, Massachusetts �0 a , 0 w SEE NOTE 4. \ a- \\ FINISHED GRADE w H NOTE 2 / i \ o w o c� f� Oo Cb o FINISHED GRADE c�> ¢ a ,\\ o O C oo p Oo m< PERFORATED PIPE II . 717 Li ° \ I zw �,J� %� ° O� O a !I -1I + ° - l kir�: ?I I1;- O / p .. I ,... Ik i �r Owner: z w ¢a SHELF TO BE CONCRETE iv /.\ / - 0 z 0 48" DIA. MIN \y 0 Oo O o \/� j - _ POWER DISCONNECT SWITCH-WALL UJI 00 w~ v 48' DIA. MIN. 1 FORMED PER FOOT. SLOPE OF /\j Q o ( Q C3 \j/\ MOUNT INSIDE TUNNEL AT OWNER'S N SEE NOTE 3 0$ w ( ) \ � ° O o ./� 1-1 2' WASHED DIRECTION. 0 W _ ° ° Q / Premier Parks & OUTLET rr \ QUICK DISCONNECT WATERPROOF CONTROL PANEL-WALL MOUNT INSIDE HOOD v V) o O /\ STONE a ¢ /\\/ 000. O O /\�//� STAINLESS STEEL FITTING ON PUMP POWER CABLES TUNNEL AREA AT OWNER'S DIRECTION. OUTLET %\// 0 g \/\ CORD SUPPORTS , tuart Amusement Company R P _-l ----- - DIA. O 00 o \\j\\ 2 EACH CORD. 2 h" D.I.D.l. GATE VALVE w o I DIA. a \//\\/. p ° 8 /\\/f� O --= VARIES a `//\/i O O \ IX v INVERT VARIES Z \\\\ o O o 0000 /\\/\ CORED 4' DIAM. HOLE • w -__�------- �_o --- -- - / �� 1 \/•;' TO DHM 18 1623 Main Street Q DIA. \\/ o o \\j\\\ THROUGH TUNNEL WALL 21h' D.I. GATE VALVE O : /// n o //, SEAL WITH NON-SHRINK J ;a .� VARIES '� ✓/\\� ° °.O o. O 9 ° \\%\\i MORTAR. _ y z w ----- vj\\j\ o O o Q c�° �i \\//j\� 2'h 0.1. CHECK VALVE P.O. Box 307 Z_ + m (TYP.) j% \ \\ 2�/'2" PVC 2t/2" D.I. 90' ELBOW BGRATING Y OTHERS • • z 12' COMPACTED + I \ \/\ \ \ �\ CORED HOLE E1_=33.83 r\r\r U F GRAVEL BORROW (TYPE C) , -� o p e ° p g o 12" PIPE DIA. 12" 2' D.I UNION Agawam, Massachusetts N °° o °°�� O ° O b° HIGH WATER ALARM k LAO PUMP ON EL.=31.33 _ � ELEV• 31.83 °O O N 12" COMPACTED O q o Od d ° °, 0o�CY�O o� '0 LEAD PUMP ON EL. - m O SUBGRADE ��/�. ��/�/jU\//�//�//�/�//� \� �� i��\'` MERCURY FLOAT SNATCHES 2" D.E. UNION_ f GENERAL NOTES: SUMP AREA 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING CEMENT CONCRETE INVERT ALL PUMPS OFF ALTERNATE _f a °Cp p o°n 0 n p o EL.=29.17 ELEV., 28.83 CONDITIONS SURVEY WAS COMPILED BY HERITAGE ° o 0 °� °� 8 0 °° 04 °° 12' COMPACTED GRAVEL 4 SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS o ° o° ° o Q o o��°6 oc8 CP °.0 ��°° �'9° BORROW TYPE C SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN COMPACTED PUMPS AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER SUBGRADE PARKS, INC. DATED AUGUST 4, 1999. IGN AND IS NOT Catch Basin (CB) With Hood Drain Manhole Subdrain Sum Pump-Tunnel 1 INTENDED TO2. THIS BE USED IS FOR EFOR PROPERTY NGINEERING SBOUNDARY LAYOUT. 8/99 8/99 8/99 P P N.T.S. REV LD_101 N.T.S. LD-115 N.T.S. REV LD-184 N.T.S. 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. REV ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON DECEMBER 23, 1999. 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPI_AIN AND MEETS THE REGULATIONS OF THE TOWN OF AGAWAM ZONING BY-LAW ORDINANCE. NOTES: DISTANCE VARIES SEE DRAINAGE PLANS 20" 1. TRENCH DRAIN SHALL BE HEAVY DUTY TYPE `I DESIGNED FOR HS-20 LOADING. TRENCH DRAIN GATCHBASIN STAKES A i I 2. CONCRETE SHALL BE COMPRESSIVE (2 PER BALE) STRENGTH 4000 PSI, TYPE II CEMENT. l �l CB{, 3. TRENCH DRAIN GRATE SHALL MEET U UUIUIUIUIIUIiUIIUIUIUI IUI IIJI IUI IUI AMERICANS NTH DISABILITY (AQA) .< ■ ".' ". ■ ' 2. AMENDMENT #4 01�14�00 JJF REGULATIONS. 1, AMENDMENT #1 12/13/99 A CLEAN WATER PUMP INLET (OR DISCHARGE BALOR ED HA ■1. 717 No. Revision Dote ppvd. AUDIO/VISUAL HIGH WATER DISCHARGE FROM SUBMERSIBLE PUMP} - Designed by Drawn by Checked by INDICATOR. MOUNT IN RIDE OPERATOR'S CONTROL ROOM. P.LA� DIA. 2 MIN NOTE: VARIES FILTER CAD checked by Approved by SE DRAWING BY BIRDSALL ENGINEERING FABRIC FOR TUNNEL AND SUMP AREA DETAILS. GALVANIZED STEEL GRATE BOTTOM OF ■ ; . 1 Scale N.T.S. t Ote December 3, 1999 SEE j FOR RIM DRAINAGE LEV. PLANS O I STANDARD CATCH BASIN EX.AVATION , COMPATABLE WITH TRENCH Project Title DRAIN SYSTEM :.'.: :.'. PLANVIEW; Rivertown S=1% PER FT. TIP• _� SEE DRAINAGE PLANS �� END FOR PIPE SIZE, LOCATION \�� 0 ��/� ,� I'x1'x3' WOOD STAKE, Six Flags New England CAP N � AND INVERT ELEVATION j\ O j\ GCATCH RATE BASIN • FINISHED GRADE v / STANDPIPE NRAPPED 1623 Main Street -\ FINISHED GRADE a ,, . .. E I I .. I '. i -'411 ,�. I ,..._ _-. k_(,,, I I €- - I I 1- 'y-E li € _ -..{ PROFILE FILTER 2"POOR D1548 /\\ \\ IN FILTER CLOTH FABRIC SIDE SLOPE / / Agawam Massachusetts ---POWER DISCONNECT SWITCH-WALL ANGLE FRAME SYSTEM �/ O VARIES ACO DRAIN SYSTEM \ (VARIES) Issued for MOUNT INSIDE TUNNEL AT OWNERS FLOW FLOW DIRECTION. (OR APPROVED EQUAL) SURFACE TREATMENT '\// �/ -� =J VARIES \ \ 0 CORRUGATED METAL OR _ } QUICK DISCONNECT WATERPROOF CONTROL PANEL-WALL MOUNT INSIDE \ PVC PERFORATED PIPE L 4" EMBEDMENT STAINLESS STEEL FITTING ON PUMP POWER CABLES TUNNEL AREA AT OWNER'S DIRECTION. a 8- (MIN.) CORD SUPPORTS 21h" D.I. GATE VALVE + ` - CO EACH CORD. , /\\j O \�\ (MIN.} Construction n \ \ 1-1/2" AGCREGATE CORED 4' DIAM. HOLE g°OQp + 6; < 6 og /�\ /�\/j WASHED STONE THROUGH TUNNEL WALL, TO OHM 3 ( 0� o oQ� a + a 0 o �o SEAL WITH NON-SHRINK 21A* D.I. GATE VALVE Q °b oOQ{� d ' any a qQ0° Q°0 Q /// / / / // // \� Drawing Titfe (� C�j � / \ SECTION VIEW 21fi" PVC 21h' D.I. CHECK VALVE �00 o a a °4 +o o \/\\ \\ \\��\�\\��\ GRATING � e a j 21fz" D.I. 90' ELBOW BY OTHERS $' " e , NOTES: CORED HOLE EL-50.83 _ n . " a + ~�m� CAST-IN-PLACE co ° ° CONCRETE 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. 2" D.I. UNIONS a �o OQp �0 4 8" ELEV: 48.83 (b e 4 (SEE NOTE 2) MAINTAIN UNTIL PAVING BINDER COURSE 15 COMPLETE OR A PERMANENT STAND OF HIGH WATER ALARM de LAG PUMP ON EL=48.33 1;0 ,00 ° o a „ a n O � GRASS HAS BEEN ESTAFUSHED. �eital�S LEAD PUMP ON EL=48.08 CJ ° MERCURY FLOAT SWITCHES 2" D.I. UNIONS 800 ° gob 0 0 CID 8t ..-GRAVEL BASE 2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE TO PLACED AROUND ALL PUMPS OFF ALTERNATE + ,(SUMP AREA' n0 (0q0 Roow °D 00� q °g 1� 0 COMPACTED THREE SIDES OF GRATE ONLY. EL.=46.17 ELEV: 45.83 9 (b o 090 o �� o do O O �00 0 O 0 O° SUBGRADE 3. GRATE TO BE PLACED OVER FILTER FABRIC. 4. BALES SHALL BE INSPE TED PERIODICALLY AND AFTER ALL STORM EVENTS AND PUMPS '\/�✓\/�\�/\\�/,\ . //\/I\!/�\�/,\//.\//.\//.\//\//.. /\//�/j l �„ REPAIR OR REPLACEMEN_r SHALL BE PERFORMED PROMPTLY AS NEEDED. SECTION A-A Drawing Number Sump Pump-Tunnel 2 Trench Drain (TypeA) 8/99 Dewatering Sump Pit 10/99 Catch Basin Sediment Trap 8/99 Or N.T.S. N.T.S. REV LD-190 N.T.S. REV LD-693 N.T.S. LD_673 low J. Cw 12 W L�// Sheet of 12 18 Project Number 06229.00 11//00 11MasprlProjects1062291cadUd1YR20001P]ansetlCon strtiction106229plotdet.dwg 3 I Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services HARDWOOD STAKES I i 505 East Columbus Avenue OR DEADMAN (TYP.) BALED HAY I o I STAKES STAPLE 12" OR STRAW i (2 PER BALE) / n ON CENTER Springfield,Massachusetts 01105 TREE PIT r 413 747 7113 •FAX 413 747 091b ROOT BALL 4 + + I -7 , a 1/2 INCH DIAMETER , ' I } . ' + / i STAPLE 12" I 1 GUY WIRE BLACK REINFORCED RUBBER ' nl ON CENTER Applicant: HOSE (ABOVE FIRST BRANCH)14 SWA I BED I� Premier Parks' WIDTHL 2" OVERLAP VARIES J \ PLAN THREE STRANDS OF #10 GAUGE IN.) I � � TWISTED GALVANIZED STEEL WIRE BARRIER LENGTH I (M WIDTH VARIES DEPENDING ON SWALE SIDE SLOPES \ , 6" Stuart Amusement Company 2"x2'x8' HARDWOOD STAKE (3 STAKES PER TREE) ��A" SEW 1623 Main Street TIGHTEN AS SHOWN. ' /' !< P.O. Box 307 f 1'x1'x3' WOOD STAKE, TREE SHALL BE SET PLUMB, / 6" OVERLAP Agawam, Massachusetts AFTER SETTLEMENT (MIN.) / TRUNK FLARE SHALL BE SET 4" EMBEDMENT (TYP.) � � 2" ABOVE THE ESTABLISHED ` "I Owner: FINISHED GRADE. SIT ROOTBALL / DIRECTLY ON UNDISTURBED SOIL 6" (MIN.) TYPICAL STAPLES NO. 11 GAUGE WIRE STAPLE 12' Premier Parks & / ON CENTER 3" PINE BARK MULCH, �i� j ��% DO NOT PLACE MULCH \ tO o /' 6" LOAM do SEED ` — — — — — — WITHIN 3' OF TRUNK. 8" (MIN.} �� \ \, - % �� ice_ n Stuart Amusement Company BALE TWINE 70 BE 1112 � -- y 1623 Main Street PARALLEL TO 1 11 h " i i,- 3" SLOPE TO FORM 3" HIGH SAUCER. SECTION VIEW GROUND SURFACE �i�♦�f NOTES' P.O. Box 307 PLANT BACKFILL MIXTURE. NOTES: 2. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET UNTIE AND CUT AWAY BURLAP Agawam Massachusetts vw 1. THIS CHECKDAM SHALL BE INSTALLED IN A DRAINAGE SWALE WITH BED WIDTHS IN A 6' DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING. \ �� OF 2 FT. OR MORE.FROM 1/3 OF ROOT BALL (MIN); 3. ROLL THE BLANKET DOWN THE SLOPE. IF SYNTHETIC WRAP IS USED, 2, THE DISTANCE BETWEEN HAY BALE CHECKDAMS SHALL BE DETERMINED BY THE \ \ \ \ \ \ �� / REMOVE COMPLETELY. 4. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE GENERAL NOTES: ♦ ..........\i\�j�;�/\\jam\j��j\�j��\j�\ SLOPE OF THE SWALE. CHECKDAMS SHALL BE SET AT EVERY 2 FT. DROP IN 18" 2 OR MORE STRIP WIDTHS ARE REQUIRED. SWALE ELEVATION. 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING SUBGRADE 5. WHEN BLANKETS MUST BE SPLICED, PLACE BLANKET END OVER CONDITIONS SURVEY WAS COMPILED BY HERITAGE HOLE - THREE TIMES ROOTBALL DIAMETER, 3. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS END WITH 6 INCH (MIN.) OVERLAP AND ANCHOR DOWN SLOPE BLANKET IN A 6 SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. INCH DEEP TRENCH. SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN WITH SLOPED SIDES 6. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. AGAWAM, MASSACHUSETTS- SURVEYED FOR PREMIER 4. INSTALL 3 STAKES PER HAY BALE WITHIN SWALE BED AREA. PARKS, INC. DATED AUGUST 4, 1999. 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT Tree Hanting (For Trees;Under 4" Caliper) 8/99 Hay Bale Checkdam (Wide Swale) 8/99 Erosion Control Blanket Slope Installation 8/99 INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. N.T.S. LD_602 N.T.S. LD_670 N.T.S. REV LO-680 ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON NOVEMBER 18, 1999. 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE LOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN OF AGAWAM ZONING BY-LAW ORDINANCE. 5' 114'x 11Wx V WOOD STAKE (MAX) WELL ',ONNECTIONS PUMP MANIFOLD TO PI1:rP MANIFOLD 1"x 1'x 3' WOOD STAKE, 1. AMENDMENT #1 12/13/99 (2 PER BALE) PUMP MANIFOLC SILT FENCE PROPOSED Na. Revision Dote ppvd. EXCAVATION Co.i O Designed by Drawn by Checked by "- /• �/' //- �/• ��• �/ t �/ �/- CAD checked by Approved by O • / scale N.T.S. Date December 3' 1999 PLANT 1 INCH ABOVE0 PUMP \ SURROUNDING GROUND >_Y-_ SEE NOTET ) Project Title 1 O ; \ ( �,.'/ Rivertown 3" PINE BARK MULCH. DO NOT PROTECTED alr, _ COVER STEMS OR TRUNK. t11, AREA / r. 0 Q EXCAVATION � o�r ¢ J, BALE TWINE TO BE a Z Six Flags New England UNTIE AND CUT AWAY BURLAP PARALLEL TO F w WELL POINT FROM 1/3 OF ROOT BALL (MIN); ,tll, ': / GROUND SURFACE N IF SYNTHETIC WRAP IS USED, 'Ill, - REMOVE COMPLETELY. — FLOW O WELL CONNECTIONS TO PUMP MANIFOLD o 1623 Main Street STAKED BALES ,I, O O • O O O O Agawam, Massachusetts SLOPE TO FORM SAUCER. WORK SET 4" INTO AREA _ Issued for PLANT BACKFILL MIXTURE. TOP OF GROUND GROUND / DISCHARGE HOSE 4}.�..'�/��y (SEE NOTE 2) COnS1.��ct1�n �♦i♦♦ /♦i♦ 4 4" EMBEDMENT /♦♦\\ ♦��♦ \ ♦\♦//♦�%�� B(MIN.)EDMENT (MIN.) ♦\� �♦/i♦C/ice/�♦/i♦/�♦/i♦/ice/ /♦♦v♦i/'�. ----- EXISTING OR COMPACTED SUBGRADE M4N." (MIN.) STAPLE PLAN SECTION Drawing Title \♦`�'`�\//{y/�//�♦�\�♦y�♦T HOLE — THREE TIMES ROOTBALL DIAMETER 1' (MIN.) 8 B WITH SLOPED SIDES �g,1 ,q A STAPLE WOO STAKE NOTE: PLACE 4" OF FABRIC JOINT DETAILDETAIL 1. SPACING AND DEPTH TO BE DETERMINED BY DEWATERING CONTRACTOR BASED Details NOTE: ALONG ?BENCH AWAY ON DEPTH EXCAVATION, GROUNDWATER LEVELS AND GEOTECHNICAL CONDITIONS. LOOSEN ROOTS AT THE OUTER FROM PROTECTED AREA 2. DISCHARGE TO STABILIZED AREn OR ENERGY DISSAPATOR. NO DISCHARGE EDGE OF ROOT13ALL OF BACKFILL AND COMPACT. NOTE: DIREC 7LY TO WATERWAY OR WETLAND AREA, CONTAINER GROWN SHRUBS. PUT ONE HAY BALE PERPENDICULAR ALONG HAY BALE BARRIER (100' O.C.). Drawing Number sAcF Shrub Planting a/ss Silt Fence/Hay Bale Barrier 8/99 Wellpoint Dewatering Detail 11/89 �*` � '�sI N.T.S. LD-600 N.T.S. REV LD_654 N.T.S. well�eweter.dwg M SIM I C- 13 KIMIRMY CIVIL No.�0474 QISTV- fissrON�etF' sheet of 13 1$ Project Number 06229.00 11Maspr\Projects10b229\cadVd1YR20(>Ma>r wAConstrtiction\n6229plotaet.dwg ;V l �f Y A fy Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services TABLE OF DIMENSIONS 505 East Columbus Avenue BENDS B C D E F BENDS B C D E F MUNICIPAL 15 (K Springfield,Massachusetts 01105 • 6" 111/4' 8" 15" 12" 24" 12" 6" 45' 8" 30" 12" 24" 14' STANDARD 413 747 7113 FAX 413 747 0916 6" 221/2' - 19- - - 13- 6" 90' - 30" - " 27" HYDRANT 8" 111/4' - 20- - - 12- 8" 45• 30' - 24' 8" 221/2' - 22- - - 17" 8" 90- 38- . " 36' PUMPER CONNECTION 12 111/4' 30- - 15- 12" 45' . 40' " " 40" TO FACE ROAD. p A plicant: 221 2• FACE OF NOTES: ' 12" / - 35" - " 25" 12" 90' - 60" 52' FINISH �/. CURBING GRADE .� •':• SET ON BENDS \/\ 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON ER Premier Parks & - \ E TYPE VARIES SEE UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER FILTER MATERIALS PLAN 2_6 ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT .. : FABRIC \ \\ GATE VALVE WITH THE USE OF THRUST BLOCKS. z IS Amusement Company a , p Y B /.� D F 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK \\� C /\� 3 PIECE RISER, O :FILTER„�3AG::.; \ - \ BOX AND COVER _ PASSAGE WIDTH OF 3 FEET AT HYDRANT. • 1623 Main Street PAVEMENT O X\\" UNDISTURBED SURFACE z Q SOIL M 1' CLEAR P.O. Box 307 ::•;:: HOSE CLAMP PLAN SECTION 1-1 ?'J TABLE OF DIMENSIONS SECURE Agawam, Massachusetts DISCHARGE HOSE TEES G H I J TEES G H I J PUMP DISCHARGE HOSE 6'x 6"x 6" 12' 24' 24' 18" 12"x 12"x 6" 12' 24" 24' 18" COMPACTED NOTE: LIMIT ONE DISCHARGE HOSE PER BAG 8'x 8"x 6" . " 12'x 12"x 8" - - - 24' z BACKFILL i Owner: B"x 8"x 8" 24" 12"x 12"x 12" 36" " 36' i ELMLYEW }/ THRUST BLOCK - MIN. /\ N.T.S TEES j in BEARING 9 S.F., DO Premier Parks & I ;\ NOT BLOCK DRAIN. 6" DIA. PIPE \/ NON-WOVEN Stuart Amusement Company 2 TEE \\ TEXTILE +. � T �� \� Mil �r i HOSE CLAMP 1623 Main Street 20' (MIN.) UNDISTURBED i\\\ UNDISTURBED EARTH OR COMPACTED EMBANKMENT SAIL ;\\\ P.O. Box 307 --�-- SECTIQN- �\\ OINTA(TYP) °o° \� GROUND :•FILTER BA4 :;:::' PUMP DISCHARGE / HOSE Agawam Massachusetts NOTES: \\\j\\j \\\i\\ji�j\\j\\\j\\j�\j�`� \/\/\/ ° o/ \� SURFACE v 1. PROVIDE BLOCKS FOR THE PROPOSED 4" FORCE MAIN USING \\-CONCRETE 18X18"X6 �\�/!��\�(��!!��./\ \V '!� \\��\� 7\//\1 \\\ THE DIMENSIONS SPECIFIED FORA 6" SIZE. THRUST BLOCK CONCRETE BASE GENERAL NOTES: 2. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAL) ENDS, FABRIC 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING ENDS, DATE VALVES, COMPACTED CRUSHED STONE CONDITIONS SURVEY WAS COMPILED BY HERITAGE AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). SUBGRADE (MIN. t� C.Y.) CRASS-SE, 11Q� SURVEYS, INC. OF SOUTHAM COMPILED M BY HERITAGE AND IS PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES, N.T.F SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN 3. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. AGAWAM, MASSACHUSETTS- SURVEYED FOR PREMIER 4. CONCRETE SHALL BE 3gg0 PSI-TYPE I NOTE: PARKS, INC. DATED AUGUST 4, 1999. BAG TO BE USED IN ACCORDANCE WITH MANUFA�' :'URERS RECOMENDATIONS. 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. Concrete Thrust Block 8/99 Hydrant Connection 8/99 Dewatering Filter Bag 8/99 3, PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. REV LD-25o N.T.S. LD_691 ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE N.T.S. REV LD-260 N.T.S. ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON NOVEMBER 18, 1999. 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN OF AGAWAM ZONING BY-LAW ORDINANCE, FIELD VARIABLE ❑ I o 1' OVERLAP SECURE FABRIC PAVED AREA LANDSCAPED AREA WITH EROSION COMPACTED GRAVEL I I CONTROL STAPLES # / / 1. AMENDMENT 1 12 13 99 BORROW TYPE B COMMON FILL/ NON-WOVEN Na. Revision Date ppvd. ORDINARY BORROW ¢ I GEOTEXTILE I o a FILTER FABRIC Designed by Drawn by Cho by CAD checked by Approved by THREADED SEALED CAP FINISH GRADE - ( 10 I I j /\/�j °c�° ° �$ o//\j/\ rN+�MuKui�+w!�prnM+ rthwi NnNtMwlrwrMwG o Scale Date ' .� DEPTH AND SURFACE I (MIN.) I N.T.S. December 3 1999 \\j . \,�` TREATMENT VARIES Project Title Z �\ o ° o /� o \� DEPTH VARIES I I Rivertown 3 w o e ° ° ¢ z FILTER FABRIC • I j� °o WARNING TAPE _ MIRAFI 140N \, do \\ (WATER ONLY) ix Flags New England 0 0 (OR APPROVED ° LU ° E QUAL) ° o zN '�45' PVC BEND 1623 Main Street ° o� o' P COMPACTED 45' WYE U.1 W _ i\ g o°., bo; \\\j BACKFILL -WOODEN STAKES, o1b a \\/ STAKED HAY BALES 2 PER BALE Agawam, Massachusetts AND TAMPED HAUNCHING Q Issued for in 0 - \\ 0 c� a. \\� -- DISCHARGE HOSE 0 ,� ;b o o O o b 0 o a' \� COMPACTED BEDDING FLOW 18" HOPE PLAN VIEW Construction {TYP) COMPACTED SUBGRADE FILTER FABRIC (MIRAFI 140N -)R APPROVED EQUAL) INVERT (SEE PLANS) I� DISCHARGE HOSE SECURE HOSE DISCHARGE • Drawing Title CROSS—SECTI NdT a: Details 1. Nu.'V,BER OF BALES MAY V�" DEPENDING ON SI' : CONDITIONS. 2. THE BASIN TO BE SIZED TO PREVENT DISCHARGE Wk fER FROM OVERTOPPING c.ASIN. Utility Trench 8/99 Cleanout- Landscape Area 8/99 Dewatering Haybalc Basin 8/99 Drawing Number N.T.S. REV LD_300 N.T.S. REV LD_302 N.T.S. LD_690 OF 44 KIMBEgI Y �� - 14 �+I� CIVIL ,p No.40474 Q Sheet of ss►011ALE1 14 18 Project Number 06229.00 11MaTrWmjects1062291cad\ld1YR2000'IP amtlCons"ction106229plotdet.dwg i Vanasse Hang en BrustUn Inc. Transportation Land Development Environmental Services 505 East Columbus Avenue Springfield,Massachusetts 01105 413 747 7113 •FAX 413 747 0916 CURB fi" 6" CEMENT CONCRETE Applicant: SURFACE 12" 3/4" CHAMFERVARIE'� FIN SH A - . . TREATMENT BITUMINOUS GRADE TOOLED JOINT yy yy1 MESH Premier Parks & VARIES CONC. PAVEMENT 6" 2" (TOP COURSE) 1 5 % MAX.6" i.0 % MIN. Stuart Amusement Company e' SLOPE -BITUMINOUS VARIES CONC. PAVEMENT x _ (BINDER COURSE} r X�~- Q\x °° ° ° 1623 Main Street 0a �pO°� �o ° p p o O°° x , %>: P.O. Box 307 0 o \• p /\\\\a' COMPACTED O °°o ° % ��, /// / / dam,$o a ° \\///\\yam! GRAVEL OO 8°" .a. _° O o. ° o00 .. ° °o O° O°. Oo Op°0.° 0cb.. O°o pog°Opo COMPACTED o . O o //%///\/////•�/� SUBGRADE Agawam Massachusetts O v�\\ O o° 00 °° ° 0 8 g°° °° 09° O°'° °ocA ° 90 00 1 th" BITUMINOUS SURFACE COURSE " SECTION 4`S? oo Oo 12"O 0 0 . °°° \y\\i ° ° ° g°. o .o ° R� , Owner: o p O. '° O od; O o- ° o O° °O ° 2 h" BITUMINOUS BINDER COURSE O . O ^° Oo o O o o O. -v 0" °O .[f� ° o;o °� °O o°O o0 o�%o O° o° o O O n p v ° o a oo b Premier Parks & Op O ° p o O ^ C1 . O O O. O o p - p O �o�00 b d n p O tl o0 00 \\�\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ °o a 0° °o o 0°0� EXPANSION ��\y\��\�//\��\\//\//v�\/<-,<,x�/~/�//\�/�\�/�\�/�////\//\\//\/\�/�\�/�\//\/\ //\�/�\�/�\�/�\v\ o ° o d� ° ° O 12" COMPACTED GRAVEL BASE COURSE o ° o O ° ° ° 12" COMPACTED GRAVEL BASE COURSE JOINT SEALANT , >, ° 0 0 0 a °o o ° o v 0 0 0 °o (AT FIXED ) Stuart Amusement Company 0 0 f3 o 0 0 o S o o LOCATIONS ° O �RpoO p ° o o°a p OooS a °a800� o ° o o ° p oo$a COMPACTED / / / / / / �/ NOTES: 1623 Main Street GRAVEL BASE a\��\/�.\\%\..\�\\�\\%\\�\\�� \!!�\/� \ \..\ --(\\,,\�\\�� \./\\��\r\ \\/\\�\/\\�\.,\\�\\n�\%\ 1. PROVIDE EXPANSION JOINTS COMPACTED SUBGRADE COMPACTED SUBGRADE AT MIN. 30 FT. O.C. WITH PRE- 1/2' P.O. Box 3O'�] / r COMPACTED MOULDED JOINT FILLER. ' NOTE: 2 SUBGRADE i ALL CURBING TO BE MACHINE EXTRUDED PROVIDE CONTROL SIDEWA K � ° ° HEAD F DUTY E )(IBLE PAVEMENT • . 1/2- �REFORMED ° °° Agawam, Massachusetts 3. CONCRETE FINISH AND COLOR EXPP )ION JOINT TO BE DETERMINED BY C NER. BLD( DACE OR FIXEI OBJECT GENERAL NOTES: f 4. CEMENT CONCRETE SHALL BE NOTE: NOTE._ 4,000 PSI-TYPE II C INFORMATION PROVIDED HEREIN FOR THE EXISTING JOINT DETAIL CONDITIONS SURVEY WAS COMPILED BY HERITAGE SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN BASED ON THE RESULTS OF FURTHER DEOTECHNICAL INVESTIGATIONS. BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER PARKS, INC. DATED AUGUST 4, 1999. 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT Cape Cod Berm(CCB) Bituminous Concrete Pavement Sections Gravel Access Road Section Monolithic Concrete Curb & SidewalkMCC) INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. 8/99 8/99 12/99 8/99 N.T.S. REV LD_407 N.T.S. REV _ LO-430 N.T.S. N.T.S. REV LD-421 3. PROPOSED SITE LAYOUT WAS PROVIDED BTHE D. ROBINSON ARCHITECTS ON NOVEMBER 2, 1999 RUC 9. THE ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON DECEMBER 23. 1999. 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN OF AGAWAM ZONING BY-LAW ORDINANCE_ 5co X REVEGETATE FOLLOWING CONSTRUCTION 55.0 2. AMENDMENT #3 01/07/00 ` EXISTING 30' DIA. CMP DRAINPIP� 5xo 12. FES X Y A STONE 1. AMENDMENT #1 12/13/99 TO BE REMOVED I NO. (FT) (FT) (FT) DIA. (D5) No. Revision Date ppvd. REINFORCED CONCRETE 1 6 1 7 3.0 0.5 STILLING BASIN 51_0 r 1 + WATER LOADING --- 1 1 � �~ 2 6 7 2.0 0.5 Designed by Drawn by Checked by APPROX. LIMITS A d¢ OF ENERGY Y 3 B 7 3.0 0.5 CA J checked by Approved by - - - - - - EfzEVL 49. 50.0 a o - -- I DISSIPATION a 5 6 a.0 0.5 - -,' - - I _ Bowl 6 5 765 3.4A 05 Scale N.T.S. bate December3, 19" • 1 I sao 7 RIP RAP AT 0.5 Project Title • -="4. HANG WALL BEYOND 1 B BOTTOMASIN 0.5 .`T �`� SAFETY BAR(S) 9 RIP RAP AT IN 0.5 R �r ei Lawn fa SERIES Fv-AC E APPROVES EQUAL j TYPE M RIP RAP �0 � DRILL AND MORTAR HORIZONTALLY i n BOTTOM5 17 7 0.5 7S5 0.5 • • ` _ NO. 6 REBAR EQUALLY SPACED 42' MINIMUM STONE DIAMETER D50 = 21 �, Six Flags New England 47.0 � 1$" - 1 BAR I PLAN f2 B f0 7.0 0.5 .r - FL- 24" - 1 BAR f3 6 7 2.0 0.5 PROPOSED 30" DIA. DRAIN PIPE\ INV. - 46.00 1 MEAN ANNUAL HIGH WATER W+ 30" - 2 BARS APRON EDGE TO 1623 Main Street 1 ELEV. = 46.00 se.o ELEV. 46.00 p ? 36" - 2 BARS BE SET LEVEL _ WITH FLARED END coil 48' - 3 BARS � INVERT ELEVATION ° NOTE: SAFETY BARS TO BE I (TYPICAL) Agawam, Massachusetts 2' SUMP ' +ao._. a -� - �- OMITTED WHERE INDICATED ON PLAN issued for d' al EQ. EQ. \� EROSION CONTROL BARRIER 1 A PRECAST FLARED END SECTION �1 I SLOPE 1:1 MAXIMUM Constnmtlon - _ L ---- I RIPRAP STONE PROTECTION (SEE TABLE) -- __ APPROXIMATE EXISTING GRADE_ +ao I • a 8 ; I -�� x I �10-1 - t-------- .g.a -- --- Di Title _APPRO_XIM_ a °�•. 1 12" Drawing - � - _- WATER ELEV. 41.05 - - - -- - - - - - - - - - - - - - - - - - ` - - _ - _ - - - - -_kiEEXISI7NGGRADE__J - �,.0--- - - FILTER /\�. ,T. `gS�. .o,•°�.��\�� FABRIC \ °�o a� SCALE: 1"=2' HORIZONTAL COMPACTED \ \L /� \/�\� �/ 6' OF 1-1/2 CRUSHED 1'=2' VERTICAL SUBGRADESTONE BEDDING Details SECTION _A. ENERGY DISSIPATION BOWL Drawing Number Connecticut River Stone Drain Outlet Improvements Flared End Section With Stone Protection 3/99 o ICE►rOF&4,"14 kc N.T.S. REV LD-134 MASH - 15 CIVIL en C No.40474 9 QIST1r Sheet of s810tJAL N 15 18 Project Number 06229.00 11i�7A +►'!T'm3 !!►5229`.�?3��,!1;'R2^n' �!^ �.��„�,.,,�.;,,,�n��„1 .,>,,.+ A-- A. BURY THE TOP END OF THE JUTE STRIPS IN A a, TRENCH 6 INCHES OR MORE IN DEPTH. SECURE WITH ROW OF STAPLES IN VERTICLE TRENCH WALL, 6 INCH SPACING, 4 INCHES DOWN FROM TOP OF TRENCH Vanasse Hangen Brustlin, Inc. B. TAMP THE TRENCH FULL OF y y _yy.y SOIL. SECURE WITH ROW OF - --- ROUNDED CONCRETE CAP Transportation dD ppII18IIt STAPLES, 6 INCH SPACING, y 4 INCHES DOWN FROM y 4. THE TRENCH. y y y y --_ " yy PAVED AREA LANDSCAPED AREA EnvuvnmentalServices _--- - ___-__ � yy CONCRETE FILL COMPACTED GRAVEL COMMON FILL/ 505 East Columbus Avenue BORROW TYPE "B" ORDINARY BORROW Springfield,Massachusetts 01105 413 747 7113 •FAX 413 747 0916 6'DIA. STEEL PIPE FILLED 1 C. OVERLAP--BURY UPPER END OF LOWER y y COLOR SELECTED 8Y ARCHITECT \�iQ1 /\\% Applicant: STRIP AS IN A' AND S'. OVERLAP -� y y I WITH CONCRETE PAINT fn // \ ° o 0 0 / END OF TOP STRIP 4 INCHES AND STAPLE. \ y > \i�\ °° a /\\j� DEPTH AND SURFACE y y _ \\\\\_1 J f o ° ° \\`//��•/ TREATMENT VARIES Premier Parks & Stuart Amusement Com an DEPTH VARIES Comp y \\\� \ J X \ 9 ° a \ _------ \ \� r a FINISHED GRADE ¢ i\\// ° ° \� 1623 Main Street SURFACE TREATMENT VARIES _J o Q °o \\ \\// o o,°. ° ° 9� \\j` BACKFILLCOMPACTED D. EROSION STOP--FOLD OF JUTE 4JLJJ i\\/, How n \\,, Agawam, Massachusetts BURIED IN SLIT TRENCH AND \\\\\\`�` — %�\��\\\\j e a a \\j�\/��% io ��/ °. \�/�` HAND TAMPED HAUNCHING TAMPED; DOUBLE ROW OF \\\ \\\� T_ _ \ /\� j�/ �/ STAPLES. \ \\\ cO % 24" DIA. CONCRETE ENCASEMENT \// oa o`� o 0 0 0 ° \\% COMPACTED BEDDING Owner: 4 INCH OVERLAP OF a a a �, �\/ �� °° o o O o ° j\�� \ JUTE STRIP WHERE /i,./f./. / / / //.�/i./ TWO OR MORE STRIP a �' d, j 18" Premier Parks & WIDTHS ARE \\\ COMPACTED - --- �� _ _ — / . COMPACTED GRAVEL BASE (TYP) Stuart Amusement Company _- = ___-- \\ _ REQUIRED. STAPLES a \� SUBGRADE \\\ ^ f r ON 18 INCH CENTERS. \\ f 1623 Main Street STAPLE OUTSIDE EDGE \ \ \ — — 2 FEET ON CENTER. \� P.O. Box OVERLAP \\\\ — — — r /�/�/�/.�/�/�/�/ /.�/� TYPICAL STAPLES NO. 11 GAUGE WIRE COMPACTED SUBGRADE Agawam, Massachusetts GENERAL NOTES. WIDTH 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING VARIES CONDITIONS SURVEY WAS COMPILED BY HERITAGE 11f2 " SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS * INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER { PARKS, INC. DATED AUGUST 4, 1999. Sewer Trench 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT Erosion Control Blanket Swale Installation 8/99 Bollard $ 99 8/g9 / INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. N.T.S. LID_681 N.T.S. LD_701 N.T.S. REV LD-300 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON NOVEMBER 18, 1999. 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN OF AGAWAM ZONING BY---LAW ORDINANCE. 1. AMENDMENT #1 12/13/99 No. Revision Date ppvd. #4 ® 16" 4000 PSI CEMENT BOTH WAYS Designed by Drawn by Checked by CONCRETE (TYPE II) (CENTERED) 3 4" CHAMFER / CAD checked by Approved by BITUMINOUS Scale N.T.S. Date December 3, 1999 CONCRETEProject Title 3" PAVEMENT A Rivertown 4 4 N Six Flags New England ° COMPACTED GRAVEL BASE 1623 Main Street /��\/��\��\��\\/��\��\\/\��\\��\/��\/��\/�\��\�/�\��\/��\/�� \/��\\��\\/� ��\/w��\��\ COMPACTED Ag awaM Massachusetts SUBGRADE Issued for 12" Construction NOTES: Drawing Title 1. SIZE OF COMPACTOR PAD TO BE AS INDICATED ON PLANS. CONSTRUCTION JOINTS TO BE SET AT INTERVALS OF 1/3 OF LENGTH. 2. SQUARE DUMPSTER PAD TO BE 16'x16' (MAX). Details Drawing Number � �HOF Af,4 KIMBERLYM. �Gu+ Dempster Pad 8/99 U MASIUC �},� No.40474 CIVIL N.T.S. REV LD-706 c�SC- 16 TV- Sheet of �►OMA1.E�� 16 1$ Project Number 06229.00 11Maspe%Pmjects106229)ca&d1YR20001Pianset\Consiruction106229rlotdet l.dwg 30" DIA. f A�CESS NOTES: a as 1. ALL SECTIONS SHALL BE DESIGNED FOR MERCURY FLOAT SNATCHES STEPS 12" O.C. ;a^ P � HS-20 LOADING. WATER TIGHT LOCKING 48' DIA._.MANHOLE l 4' X 4' ACCESS COVER _ F 2.COPOLYMER MANHOLE STEPS SHALL BE 1 ' Y - INSTALLED AT 12" D.C. FOR THE FULL R LOADING)M ELEV - 57.4 ALTERNATE TOP QOLOADlNG) DEPTH OF THE STRUCTURE. (STEEL REINFORCED 3. STANDARD SEWER MANHOLE FRAME AND 8" INLET C FORCE MAIN " DRAIN FROM TO SEWER SYSTEM FINISH COVER SHALL BE SET IN FULL MORTAR VALVE PIT GRADE BED. ADJUST TO GRADE WITH CLAY BRICK --� 10 -0_ Vanasse Hangen Bmstlin, Inc. 8" 30" DIA. 8" AND MORTAR (2 BRICK COURSES TYPICALLY, ACCE55 r5 BRICK COURSES MAXIMUM). COVER \ C TO BE LABELED 'SEWER'. A NOTES: on SEE NOTE 3 ------ 10• 1. BASE SECTION SHALL BE MONOLITHIC Land D elopment ------ 2.ALL SECTIONS AND TOP SLAB SHALL BE WATERTIGHT COVER DESIGNED FOR HS-20 LOADING. Environmental Services ' �' PUMP STATION PUN 3.LOCATE ALL WIRING AND FLOAT ASSEMBLY zd FLANGED ELBOW U� z m N.T.S. TO PROVIDE CLEAR ACCESS TO PUMPS U Z: ELBOW WITH INSECT SCREEN 4" SCH. 40 0 PVC RISER 1VAYE CHAMBER P AND RAIL SYSTEM. 505 East Columbus Avenue Springfield,Massachusetts 01105 O Z Q N STEPS, SEE + CONTROL LOCATION OF (PAINTED BLACK) N.T.S. 413 747 7113 •FAX 413 747 0916 �z a� NOTE 2 , CONTROL PANEL(IN BLDG) DISCONNECT w o WATER TIGHT LOCKING U SWITCH 4' X 4 ACCESS COVER WATER TIGHT LOCKING -------------- HS-20 LOADING) RIM ELEV = 57.4 MIN. 4' X 4' ACCESS COVER a 5" I o (HS-20 LOADING) RIM ELEV a 57.4 m i a 48" DIA. MANHOLE PITCH TO FINISHED GRADE V) FINISHED GRADE MINCDRAIN -�-PITCH TO DRAIN Applicant: s _ ,^ 8"MIN. ------------- FLEXIBLE WATERTIGHT - - 8" MIN. DRESSER COUPLING ° Premier Parks & GASKET OR SLEEVE OAT STAINLESS STEEL TYPICAL ON FORCE z 4'SUPPLEMENTAL VENT SLIDE RAIL SYSTEM MAIN PIPING LNHOLE STEPS REINFORCED CONCRETE 00 OUTLET (SEE PLANS) STAINLESS STEEL AT 1 O.C.-_ CHECK VALVE DUCTILE IRON F LIFTING CHAIN PLUG VALVE DUCTILE IRON Zvi :... WATERPROOF CABLE INLET -O DI CONCRETED B"MIN. Stuart Amusement Company o DIA. FLEXIBLE CONNECTOR 4- FORCE MAIN Z .,:`=':_ VARIES INSIDE PUMP STATION FORCE MAIN ( ) 1623 Main Street __ PVC SDR 21 • dl2-_ S s'`';'i' �� INV 45.0 i IN 45. p E !NV ELEV m 8' PVC INLET INV - 47.9 SU PORT = 45.0 CONTINUOUS o + ._ p , 4" PVC DRAIN SEWER MANHOLE e o°�_ � o, o -g 0 o HIGH WATER ALARM dt PITCH UP TO 0. - Oo. ) o o° ' °o G_ . O p Via. AG P MP 0 = 42.4 ELEV - 42.9 ° a �. ° P.O. Box 307 o p o o m ° CJ'' g �. 4" DRAIN ((TD PC) - 2' 12' FURNISH AND INSTALL LEAD PUMP ON EL.= 41.9 INV = 43.0 ' MIN 2 DRESSER COUPLINGS SHELF TO BE BRICK ARCH INVERT TO BE CONSTRUCTED 4" FLAP 6-0 DIA- ', SEPERATED BY 4' OF Agawam Massachusetts PVC SDR21 FORCE DUPLEX PUMPS 12" '! MAIN 7 LAID FLAT AT A WITH CLAY BRICK LAID AS MERCURY FLOAT SNATCHES VALVE � 12" COMPACTED SLOPE OF 1"/FOOT STRETCHERS AND ON EDGE. 8" DIA RING' LEAD PUMP OFF EL.= 39.6" TO BE FREE OF GRAVEL BORROW 12' COMPACTED BRICK CHIP AND ALL PUMPS OFF/ LOW WATER ALARM EL.= 39.1 2 1•_0. GROUT (TYP) TYPE C BORROW TYPE C MORTAR OR CEMENT BOTTOM EL= 38.1 COMPACTED SUBGRADE CONCRETE FILL 7- CONCRETE FILL Owner: f 2"j 'MIN 1' .1 • .Fo 1 > • 1 MIN Premier Parks & 12 COMPACTED GRAVEL BORROW TYPE C Sanitary Sewer Manhole(SW8/99 Pump Station and Valve Chamber(Sewer) 8/99 Stuart Amusement Company N.T.S. REV LD__200 N.T.S. rtEv In-223 1623 Main Street 3D" QIA. P.O. Box 307 + 1 48" DIA. MANHOLE FINISH ALERNATE TOP SLA9 Agawam, Massachusetts GRADE (STEEL REINFORCED FOR HS-20 LOADING) 8" 30' DIA. 8" C SS GENERAL NOTES: PAVED AREA LANDSCAPED AREA _ WATERTIGHT COVER 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING SEE NOTE 3 CONDITIONS SURVEY WAS COMPILED BY HERITAGE COMPACTED GRAVEL COMMON FILL/ SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETfS AND IS BORROW TYPE "B" ORDINARY BORROW z d 4. SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN U F z mAGAWAM, MASSACHUSETTS- SURVEYED FOR PREMIER zU W N kw STEPS PARKS, INC. DATED AUGUST 4, 1999. Y. / / Q z a ao 45' WYE SEE NOTE 2 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT \r�1 \ \�\l` wo H `� INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. a ♦�� e ° ° • ° RI °/�� DEPTH AND SURFACE U `^ TREATMENT VARIES 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. v ° �° ° ♦♦ INLET 48" DIA. MANHOLE MIN. USE DROP MANHOLE ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE lb `pa° ♦\;r DEPTH VARIES a WHEN THIS DIMENSION NOTES: ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON j♦\� ° ° ♦\� V) REMOVABLE CAP 15 EXCEEDED NOVEMBER 18, 1999. X /♦ °• ° v o 1 HS 20 LOADING.HALL BE DESIGNED FOR 45' ELL END ARCH INVERT TO BE CONSTRUCTED a ,/♦� ♦ F b 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, °o W w NTH CLAY BRICKS LAID AS 2. COPOLYMER MANHOLE STEPS SHALL BE _J ♦ ♦ HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE N � STRETCHERS AND 4N EDGE. I o °• ° Ce' ♦♦ INSTALLED AT 12' O.C. FOR THE FULL SURVEYS, INC. DURING SEPTEMBER, 1999. a a a LIGHTWEIGHT CONCRETE � ON EDGE DEPTH OF THE STRUCTURE 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE ° \♦ ° 8 COMPACTED BACKFILL in N � OR FI_OWABLE FILL CAST- " o c� �`/� �.p•e "p �p ♦� IN-PLACE ENCASEMENT SHELF TO BE BRICK LAID FLAT 3. SEWER MANHOLE FRAME AND COVER HAND TAMPED AT A SLOPE OF 1'/FODT OF AGAWAM ZONING BY-LAW ORDINANCE. yj FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN SHALL BE SET IN FULL MORTAR BED. a �, • , HAUNCHING ADJUST TO GRADE WITH CLAY BRICK AND z FLEXIBLE WATERTIGHT MORTAR (2 BRICK COURSES TYPICALLY, GASKET OR SLEEVE (TYP.) 5 BRICK COURSES MAXIMUM). COVER TO 0 oa a°0, ° \� COMPACTED BEDDING ° BE LABELED 'SEWER'. ) = 6" MIN, p OUTLET fp COMPACTED F_0 90' ELL/BEND 18' SUBGRADE 0 (TYP) 0� CONCRETE ENCASED DUCTILE 2 m 12' • • 12" 12" DUCTILE IRON IRON SEWER TYP - -{ (12" MIN. CONCRETE ENCASEMENT) oo ° o Q° + ° 8 ° O,° ° ° ° ° 0 °d°° o� �° o ° C1 'Coo 0 0 0 0000 " °° o�voo a0 O°� 12' COMPACTED BRICK CHIP AND MORTAR GRAVEL BORROW OR CEMENT CONCRETE FILL I TYPE C I COMPACTED SUBGRADE 1. AMENDMENT #1 12/13/99 i No. Revision Date ppvd. Concrete Encased Sewr Exterior Drop Sewer Manhole Type B (DSMH) d/� Designed by D Brawn by Checked by /9g N.T.S. _ - REV LD_300 N.T.S. REV LD-204 CAD checked by Approved by Scale N.T.S. Date Del ember 3, 1M Project Title NOTES: Rivertown I 30' DIA. 1. ALL SECTIONS SHALL BE DESIGNED FOR �A�~ NOTES: HS-20 LOADING. 1_ ALL SECTIONS SHALL BE DESIGNED FOR Six Flags New England HS-20 LOADING. 2. ALL EXTERIOR SURFACES SHALL BE GIVEN l l 2. COPOLYMER MANHOLE STEPS SHALL BE TWO COATS BITUMINOUS WATER- PROOFING MATT p MATERIAL, 1623 Main Street MANHDLE 1 INSTALLED AT 12' O.C. FOR THE FULL L - DEPTH OF THE STRUCTURE. 3.JOINT SEALANT BETWEEN PRECAST SECTIONS ALTERNATE TOE SLAB SHALL BE PREFORMED BUTYL RUBBER. (STEEL REINFORCED FOR HS-20 LOADING) 3. STANDARD SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR 4.STANDARD 30-INCH SEWER MANHOLE Agawam, Massachusetts FINISH BED. ADJUST TO GRADE WITH CLAY BRICK FRAME AND COVER SHALL BE WATERTIGHT Issued for GRADE AND MORTAR (2 BRICK COURSES TYPICALLY, AND SHALL BE LOCATED OVER TEES AND 8" 30' DtA. 8- 5 BRICK COURSES MAXIMUM). COVER TO SET IN FULL MORTAR BED. ADJUST TO ACCESS BE LABELED "SEWER'. GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK SEE COURSES MAXIMUM) Construction NOTE 3 ------ -_- 5. ALL PIPING SHALL PVC. ALL INTERNAL PIPE ANHOLE WATERTIGHT COVER PIPEETER SHALL BE SAME SIZE AS OUTLET RISER (TYP) ANHOLE RISER of z m ALTERNATE 3- CLEARANCE BE SET ON uUl y INLET VALTERNA1E GROUT BEDDING Drawing Title OW q a INLET STEPS, SEE 2p MIN• 0 zo NOTE 2 OUTLET 3 UTLET OUTLET " MAX.W fr �rr 1 6" DI MECHANICAL JOINT CAP (TYP.) 48- DIA. MANHOLE I i • 4 + (MIN,) 6" 45' Di BEND W/ MECHANICAL JOINT END (TYP.) INLET _ { PIPE SUPPORTS/RESTRAINTS {STAINLESS STEEL) I I Sewer Details En 0 m 6" DI "Y" (TYP.) cn XIBLE WATERTIGHT 1• io GASKET OR SLEEVE + f I STAINLESS 5TE L i0 c z _U 0 n SANITARY FORCE MAIN F \ I l i I BRACKET {TYP U Ld 0 L - - _ - ` - J L - - J 6"MIN " ' Drawing Number a 12" - - - - 00 0 o O 0� O o o °00 Oo O 0 °O°°O OF 30' DIA. OPENING 0 C 00 0 ° 0 Oo O ° ° �o O ° m PIPING AND FITTINGS IN MANHOLE TO BE LOCATED O ° ° VZN Atq TYP. ;+ s SHALL BE INSULATED TO A MIN. -R' OVER TEES (TYP.) 5-2- FACTOR FACTOR OF 12. INSULATION SHALL BE 10'-4- o q O° PROTECTED PATH A WATERPROOF *+ o� p, a o g 1(IMBERLY � 0 °, "° o O o /y (y 0 Q0 COVERING. +° ° 6 �o 00 °.o4?d o o ab I9 °C� Ce o . ° fi'MIN. �/\ \ Plea View 12 COMPACTED GRAVEL M. r, r r✓i�1/,��//��°�J�/�/• r�r.°r�r\r\ \r�•` COMPACTED SUBGRADE V MASIUK C- 17 BORROW TYPE C CIVIL �> � No.40474 12" COMPACTED aSecdoII ,g� �Q< GRAVEL BORROW 'TSTf, O,�a4. Sheet of TYPE C SSfONAL�N 17 18 COMPACTED SUBGRADE F� oject Number Sans Force Main Clean Minh aGallon Lary >at of B/99 8,000 Precast Concrete Grease Trap s/o9 Pr06229.00 N.T.S. REV LD-206 N.T.S. REV LD-210 1�1i�1!1`tt>�PlY►�artQ'1Q�7 ^� `� .7vi'L21$cttilv'L�+tnhL.y*:` 111 Y1`�A I r A' �f,',f >' Vanacsse Hangen Brustlin, Inc. Transportation Land Development I Environmental Services 5" PRECAST CONCRETE SOS East Columbus Avenue DRAIN MANHOLE DMH7, RIM=56.50 Springfield, sac usetts 01105 (SEE DETAIL) TYPICAL PAVEMENT SECTION hd 413 747 7113 FAX 413 747 0916 ^'o CONNECTION STUBS �9"). TO HEADER PIPE SHALL TYPICAL PAVEMENT SECTION a 5" PRECAST CONCRETE BE PRE-FABRICATED BY 5" PRECAST CONCRETE CONNECTION STUBS DRAIN MANHOLE y\ = THE MANUFACTURER DRAIN MANHOLE 8' HDPE OUTLET j TO HEADER PIPE SHALL DMH10, RIM=57.50 s DMH24, RIM=57.50 CONTROL PIPE BE PRE-FABRICATED BY (SEE DETAIL) ( ) THE MANUFACTURER Applicant: \y ' r/ , /�\\ 0 0� O � O o O � � � � / - SEE DETAIL � \ \h/\ \��\/\ \ \ � PP °p° °OCQ °p ° °O ° ° ° OCQ \\ \ o 0 0 0 �\�\�\�\ \ \`�' \ \ \ g�, o °� O o o ///T//i o� o o� o °° o�° o c�� i ////////, // y\Y / ,/ ° ° Premier Parks & DIRECTION D LF-24' DIA. O O O w o a m o o O \ \'\ \ \ OF FLOW HDPE SYSTEM /\\ ° o 0 0 0� o �/ /v\//v\ 0 kINV �- HEADER PIPE /\� 0 0 0 [ ° 0 , ;`��\��\ o0 o °� 0 O0 a °0 0 O CO 22 LF7DIk DMH 10 INV OUT - / INYw50.50 / \ / \ /\/ 'O //�///*\///�//\ ( O O O O ° Q _ B" RD6 HDPE DIRECTION 53.B7 Yj\\% O O°� ° °� O°00 I //Y//�//��/ g Oto INY IN=54 OMH z4 Stuart Amusement Company ° 9?� p 4n O ° ° °"� \/�\\/�i/ ,�/ O Gb 0 0a0, o °0, 0000 . /� \ INV OF FLOWAO ° d O m GRANULARDFlLL /i\�/i\�/i\�/i\ 00 o O O 0 ° 0 1623 Main Street °� o o a (] ° ° COMPACTEQ '� - //�� O ( 0 ° O �• g 0^ oO o GRANUVIR FlLL a� o O O O \5�5��5 0� ° oat ° ° y 6" HDPE OUTLET ;\ �i 0 °0 0 /r�\/\/\/\ ° � C� °a P.O. Box 307 V\/ �} c}� p FILTER \// /�/ o o O O O CONTROL PIPE �\ y�/�\j 0 O �N O O 0 000 O FABRIC i��f;,\ � O op o p FILTER \ 18 LF 18 LF 1B LF \ \i `i/\\\///\ Q o � 0 O ( ° 000 o FABRIC UNDISTURBED PERFORATED PERFORATED PERFORATED �v [Y \%\ N SIDEWALL 80 Lr 54 LF 48 LF 41 LF 35 LF p \ HDPE PIPE _ HDPE PIPE HDPE PIPE r , \, Agawam, Massachusetts \ \ 24" DI,L 24• DIA 24• DIA. 24 DIA. 24' D1A. INV=50.50 INV-50.50 INV=50.50 \/j \\/% RFORATED PERFORATED PERFORATED PERFORATED PERFORATED HDPE PPE HDPE PIPE HDPE PIPE HDPE PIPE HDPE PIPE > yi\ �\%\\ COMPACTED a INV=51.00 INV=51.00 ° INV=51.00 INV=51.00 INV=51.00 z 2" a BACKFILL `\/� COMPACTED UNDISTURBED \ �%� i WASHED = \�// a 1-1/2' aw BACKFlLL Owner: SIDEWALL /\y STONE >�/j o WASHED o a VAj a ?V/jj z STONE �+ Parks��+ �i v✓Ar\� HAND TAMPED V/l N N a HAUNCHING Premier & A \a//\\/ �\ HAND TAMPED HAUNCHING WASHED COMPACTED iv COMPACTED y/\\\/� A A , f Stuart Amusement Company STONE Yri\ BEDDING\� N BEbDINGD WASHEDL Stuart- ,\,\ \/ \, , /,\ �\ STONE 1623 Main Street /��/ /Y ' / / / / / / / / , , , ,18" 38" FILTER FABRIC \/i vj , ;�i/�i.\�a �\�.a \\a ,. Vr/i,!i��i r /// <\�1�. C�..�!.\\�/1/z \� /�/�/�/� / COMPACTED \ \ \\/\y,\ \\,<\, \\ \\,\y/\` �\.. . . \l\� SUBGRApE FILTER FABRIC COMPACTED 18" 36" 24' 36" SUBGRADE P.O. Box 307 18" PLAN MEW (TYP) 24' (TYP-) PLAN VIEW 18" 24" 36" 24" SECTION A-A (TV) Agawam, Massachusetts SECTION A-A GENERAL NOTES: 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING Recharge Pipe System one/Header System CONDITIONS SURVEY WAS COMPILED BY HERITAGE SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETT'S AND IS N.T.S. REV LD--153 Recharge Pipe System Two rr Header Systm a/99 SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN N.T.S. REV LD_1a3 AGAWAM, MASSACHUSETTS- SURVEYED FOR PREMIER PARKS, INC. DATED AUGUST 4, 1999. 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. ROBINSON ARCHITECTS ON NOVEMBER 2, 1999, THE ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON NOVEMBER 18, 1999. 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, NOTES' HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 1. BASE SECTION SHALL BE PRECAST CONCRETE (OR CAST IN PLACE) WITH MORTARED JOINT 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE 2. ALL COMPONENTS SHALL BE DESIGNED FOR HS-20 LOADING. FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN OF AGAWAM ZONING BY-LAW ORDINANCE. 3. PROVIDE PRECAST 'V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 5. FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSE MINIMUM, 5 BRICK COURSE MAXIMUM) TYPICAL PAVEMENT SECTION CONNECTION STUBS 5' PRECAST CONCRETE y m/" TO HEADER PIPE SHALL DRAIN MANHOLE a v BE PRE-FABRICATED BY \ VEHICULAR AREA LANDSCAPE AREA DMH26, RIM=56.20 �p THE MANUFACTURER (SEE DETAIL) 1 >W111/1 /// �/r r N \ /��%\YI �'i� �/%�/% �%�/ /%/C/ /%�//w\ /% �T� /�\>j�7T?T�/�, i✓\/ \y\\i/ °o� o °0� o oo° q�o0 ° () MONOLITHIC OR Ilya• / 6 m 0 � m q (� [J m KEYED CONNECTIONS (TYP) FRAME AND COVER FINISH GRADE � y �'\/vim\/ y o ° +3 32 LF-18- DIA. \/�j / / /fir q°� ° o� o 00� o 00 o O CO DIRECTION HDPE SYSTEM , \ /\///��/ j O O O �fJ O °p �, SEE NOTE 5. 2 MiN. SEE NOTE 4 -� HEADER PIPE A OF FLOW / \ / \ / \ INV-50.50 / \ / \ / \ /�!\//' /\/�\//\\/ q O O ZJ P o •� ; i=OVERLAP 11 �\ \, xy� 0 6 \�\ O6b O O o o a Co -1 op 24" COMPACTED a °° , a a ° 1. AMENDMENT 1 12 13 99 O ° m GRANULAR Fl!1 0 1 0 8 db e, B" MIN,) 0 0 °� o o (] o o v� 1 q° � DIA q o FILTER FABRIC p ° ( O a O 8 D O ° ENVELOPE No. Revision Date vd. O � O � a ° �1, oo ❑ ED [ � O O ID I� TV: 0oq 11 PP 0 00 a FILTER 0 V) Designed by Drawn by Checked by \M1 Q O O O O o pOp O FABRIC 11 ° .8° a s M 0 © ©=4 © ❑ =1 CAD checked b Approved b uNoISTURBED ' %`�'/ Q l� 'moo °°- 1 3- 35 FLOW y PP y ..... SIDEwALL 35 LF 3s LF LF 35 LF 35 LF 35 LF 35 LF \ti N F ° q° ° 18" DIA 18" DIA. 18" DIA 18" DIA 18 DIA 18" qA. 1B DIA U 11~ Oo ° ❑ ED 0 [] [� ID m ❑ o q O° SCCIC *T�+ Date �__MLY l�y� PERFORATEDPERFORATED PERFORATEDPERFORATE PERFORATED ERFORATE PERFORATED /� /� LLI ° °0° 6• o ° 0 1� N. •S. llGi.ZLli)Gl 777 HDPE PIPE HDPE PIPE HOPE PIPE HDPE PIPE HDPE PIPE HDPE PIPE HOPE PIPE \ \.r N INV-50.50 INV-50.50 INV-50.50 INV=50.50 INV=50.50 INV=50.50 INV=50.50 �� =1 0 ° ° (MIN.) ° •C'� _ Project Title 1--1/2' WASHED a / 1-1/2" COMPACTED J o 0 STONE j j�r w WASHED w BACKFILL 11. °° ❑ Elf m © © [0 m ❑ o 1-1/2 WASHED o STONE a. o PRECAST p O' �11 STONE • DRY WELL �% Rivertown �\\ir cD *cc 11�. $'o� ❑ m m = 0 I] m m 0 3 -11 A A r HAND TAMPED co °O eo 0 111" HAUNCHING 1; °O ° °° 00 ,� Six Flags New England EDDING 0 s o o a ° °�°� . ° o ; 1623 Main Street 12 ° s ° ° WASHED STONE E • DIRECTION FILTER /i/\ter' I�\i/ �\jS�•!� COMPACTED 11 °Qo8°O�� ° p o O° o °, ° o, 11= Agawam, Massachusetts 18" OF FLOW FABRIC SUBGRADE ° (TYP.) �� 111111��111 1��1��Il%�1�111�i 1 i��11111�'1�111�1�111 11/�111�1 5' PRECAST CONCRETE INV OUT �1- 1 -1_ 1 �� 11 5� DRAIN MANHOLE 52.50 18" 18• 36" 18" l ti �1 i �111 issued For DMH25, RIM= 55.50 (TYP) 18' WIDE COMPACTED SUBGRADE (SEE DETAIL) CONCRETE PLAN MEW 8' RING FOOTING 12" COMPACTED HDPE OUTLET SECTION A-A CONTROL PIPE (OPTION) GRAVEL BORROW Construction TYPE C PRECAST OR CAST IN PLACE BASE Drawing Title Recharge Pipe System Three/Header System 6/89 1"ching Manhole 8/99 N.T.S. aev Ln-' N.T.S. REV LD_180 Details Drawing Number �Q KIMBERLY #A 1 Ciy1{tllK v� No.40�7� C- 18 Sheet of �sroNal� 18 18 tin Project Number 06229.00 11Maspetpmjects1062291caad\yR20001P1assetlGonstructioTiNO62.29p1otdetl.dwg LEGEND ABBREVIATIONS GENERAL NOTES f EXISTING PROPOSED GENERAL ' PAVED ROAD 0 TRAFFIC SIGNAL „��• LIMIT OF WORK PROP PROPOSED 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO PAVED PARKING ❑ TRAFFIC CTRL BOXTHE BUILDING, INCLUCING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, PAVED DRIVE o TOWER BASE CONTOURS MIN MINIMUM CONCRETE DOOR PADa, COMPACTOR PAD, LOADING DOCKS, BOLLARL-5, ETC. Vanasse Hangen Brusllln, Inc. ROAD CURBING 0 STUMP Transportation DRAINAGE LINE MAX MAXIMUM 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALL"3, CURBS OR BERMS, UNLESS CONCRETE SLAB o SHRUB OTHERWISE NOTED. Land Development SEWER LINE RET RETAIN EE)vVlrOffiIIeIIt81 Services PAINT LINE 0 DECIDUOUS TREE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND DIRT PARKING 0 ROCK TRENCH DRAIN REM REMOVE HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS R7PRESENTATIVE. THE CONTRACTOR 505 East Columbus Avenue DIRT DRIVE 0 CONIFEROUS TREE SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, AND Springfield,Massachusetts 01105 RETAINING WALL REMOD REMODEL AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES Wr ICH MIGHT BE OCCASIONED BY THE 413 747 7113 9 FAX 413 747 0916 SIDEWALK MARSH SYMBOL CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AID ALL UNDERGROUND UTILITIES. ALL DIRT PATH/WALK o HYDRANT — — — — PROPOSED GAS LINE ABAN ABANDON REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE . ;NTRACTOR IS TO CONTACT "DIG SAFE" 72 HOURS PRIOR TO ANY EXCAVATION AT 1-8$(7 -344-7233. Applicant: MOTOR PATH o UNCERTAIN HYDRANT PROPOSED WATER LINE ADJ ADJUST STEPS o MANHOLE 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND S ',,NITARY SEWER K 6HOLES AND ASSOCIATED STRUCTURES Premier Parks & SPORT FIELD LINE ----E----- PROPOSED ELECTRIC LINE EXIST EXISTING ARE APPROXIMATE. FINAL ELEVATIONS ARE TO LIE SET FLUSH AN.J CONSISTENT WITH THE GRADING PLANS. Amusement a UNCERTAIN MANHOLE ADJUST ALL OTHER R M ELEVATIONS OF MANHOLLS, WATER GATES, 7 A AS GATES AND OTHER UTILITIES TO Stuart musement Company j ACTIVE RAILROAD o CATCH BASIN -------T-------- PROPOSED TELECOMMUNICATIONS LINE R&R REMOVE AND RESET FINISHED GRADE WITHIN LIMITS OF WORK. ROAD BRIDGE o UNCERTAIN CATCH BASIN — — — — — — — — SAWCUT R&S REMOVE AND STACK 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATU ;ES WITHIN THE LIMITS OF WORK 1623 Main Street WALK/TRAIL BRIDGE a UTILITY POLE INCLUDING BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, 1 ENCES, UTILITY POLES, SIGNS, ETC. P.O. BOX 3�7 SUBDRAIN CLEANOUT FDN FOUNDATION UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND BUILDING a UTILITY POLE W/ LIGHT UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT Agawam Massachusetts BARN/STABLE/SHED o STREET LIGHT SILT FENCE\HAY BALE BARRIER ELEV ELEVATION BUILDING F❑UNDATI❑N ff YARD LIGHT '1 ` BUILDING HATCH 65 BOTTOM OF SLOPE 6. THE LOCATION SIZE DEPTH AND SPECIFICATIONS FOR CONSTRUC i ION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, Owner: 3, BUILDING UNDER CONSTRUCTION GUY ANCHOR PLATFORM o UNCERTAIN UTILITY POLE THE RESPECTIVE UTILITY COMPANY GAS )TELEPHONE ELECTRIC AND FIRE ALARM FINAL DESIGN LOADS - �; TS TOP OF SLOPE AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. Premier Parks & DECK ❑ ELECTRIC DEVICE PAVEMENT HATCH VGC VERTICAL GRANITE CURB Stuart Amusement PATIO n GAS PUMP 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION e t Company ..- rw.Z ' ._• SGE SLOPED GRANITE EDGING AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND 1623 Main Street REPRESENTATIVE FOR THE RESOLUTION OF THE j RAMP 0 PHONE BOOTH THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S R PR ❑ o POLE GRAVEL ROAD HATCH CONFLICT. j i?� c..• •' T�;>;;:•y,a:::' MCC MONOLITHIC CONCRETE CURB GAZEBO i P.O. Box 307 TOWER o FLAG POLE CG CONCRETE CURS 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE Agawam, Massachusetts \\\\��BLEACHERS o POST RESTORED BY THE CONTRACTOR TO THEIR ORIGIN/.L CONDITION AT -,'HE CONTRACTOR'S EXPENSE. g ELEVATED WALKWAY HATCH CCB CAPE COD BERM ALL AREAS DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT BENCH ROAD SIGN SHALL RECEIVED SIX INCHES OF LOAM AND SEED. j RECREATI❑NAL EQUIPMENT o RESID!-;J1IAL MAIL BOX BC BITUMINOUS CURB NOTES: CAT WALK 0 PLANTER PUT PROPOSED TREE LINE Pcc PRECAST CONCRETE CURB 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING CONOITIONS SURVEY WAS COMPILED BY HERITAGE TREE LINE a GRAVE MARKER FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTNILENT OF GAS, ELECTRIC, TELEPHONE, SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS Ce CATCH BASIN NIC NOT IN CONTRACT FIRE ALARM AND ANY OTHER PRIVATE UTILITIES B ; THE UTILITY C0k'.PANIES. SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN SCRUB LINE 0 UNCERT;:1J OBJECT AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER EI � LMH PARKS, INC. DATED AUGUST 4, 1999. SHRUB LINE x723,8 SPOT HEIGHT LEACHING MANHOLE NT5 NOT TO SCALE 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ,6_L NECE�` ARY CONSTRUCTION NOTIFICATIONS AND 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT APPLY FOR AND OBTAIN ALL NECESSARY PERMITS PAY ALL FEES ,IUD POST ALL BONDS .ASSOCIATED WITH INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. HEDGE ROW DMH DRAIN MANHOLE TYP TYPICAL THE WORK INDICATED ON THE DRAWINGS. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. i NURSERY ❑UTLINE BINSON ARCHITECTS ON NOVEMBER 2, 1999. THE ♦ FES FLARED END SECTION � ILLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON ACCURACY LIMIT APPROX APPROXIMATE 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING M00IMENTATI J DISTURBED DURING CONSTRUCTION hrVEMBER 18, 1999. • SMH SANITARY SEWER MANHOLE SHALL BE RESET BY A PROFESSIONAL LICENSED SJRVEY�'` (PLS). THE CONTRACTOR SHALL PREPARE AN a. WETLAND LIMITS WERE DELINI=ATED BY VANASSE, BOULDER ACR ACCESSIBLE CURB RAMP AS-BUILT PLAN SURVEY SHOWING LOCATIONS OF :�,LL' SUI;rACE FEH URES AND SUBSURFACE UTILITY HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE VEGETATI❑N DEBRIS/RUIN 0 SCMH SANITARY SEWER CLEANOUT MANHOLE SYSTEMS INCLUDING THE LOCATION, SIZE AND INV RTC. SURVEYS, INC. DURING SEPTEMBER, 1999. FES FLARED END SECTION I LAKE x 57.98 PROPOSED SPOT GRADE 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRI-:'R TO EARTHWORK OPERATION AND RIVER MAINTAIN ALL EROSION CONTROL MEASURES AND SEEDED EMBANKI•;,"NTS DURING CONSTRUCTION. STREAM WATER SHUT OFF VALVE EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHIIENT OF ALL LANDSCAPED AREAS. EJT1.]'fY MARSH LINE 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITS` SECURITY A14D JOB SAFETY. ALL CONSTRUCTION WETLAND WATER GATE VALVE CIT CHANGE IN TYPE ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA S FANQARDS AND LOCAL REQUIREMENTS. I , STANDING WATER C FIRE HYDRANT F&G; FRAME AND GRATE 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO AL LOCAL MUNICIPAL DRAINAGE DITCH 0 LVMi LOW VOLTAGE MANHOLE F&C FRAME AND COVER STANDARDS. WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IN GROUND POOL STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDG,ES. WOODEN FENCE 0 HMMI HIGH VOLTAGE MANHOLE RCP REINFORCED CONCRETE PIPE 15. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS. AND SIDEWALKS SHALL BE CONSTRUCTED IN METAL FENCE VCP VITRIFIED CLAY PIPE CONFORMANCE WITH THE AMERICANS WITH DISABILITIES& ACT AND THE MASSACHUSETTS ARCHITECTURAL Na. Revlslan Date ppvd. Q 1M1 TELECOMMUNICATIONS MANHOLE GUARD RAIL ACCESS BOARD (WHICHEVER IF MORE STRINGENT). ,�', Designed by prawn by C hecked by TRANSFORMER PVC POLYVINYL CHLORIDE PIPE ' PARTLY VISIBLE FENCE CAD checked by Approved by 16. ALL SITE SIGNAGE -AND PAVEMENT MARKINGS SHALL ,CONFORM TO =AE MANUAL OF UNIFORM TRAFFIC STONE WALL ACCMP ASPHALT COATED CORRUGATED METAL PIPE I scale Date 3, 1999 CONTROL DEVICES. ; STANDING WALL CIP CAST IRON PIPE i.I� Project Title JERSEY BARRIER DIP DUCTILE IRON PIPE 17. DESIGN OF BUILDINGS AND STRUCTURES WITHIN THE 100-YEAR FLOODPLAIN MUST BE DESIGNED IN Rivertown PARKING CURB STRICT ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE AND THE TOWN OF AGAWAM Riverside Park ZONING BYLAWS. CERTIFICATIONS BY DESIGN ENGINEER MUST BE FROVIDED TO THE TOWN BUILDING CRASH BARRIER HYD HYDRANT INSPECTOR AT THE TIME OF APPLICATION FOR THE BUILDING PERMIT AND SHOULD INCLUDE THOSE FOR RETAINING WALL BUOYANCY PROTECTION, FLOOD PROOFING AND CERTIFICATION THAT PIV POST INDICATOR VALVE FOUNDATIONS FOR SPECIFIC RIDES 1623 Main Street CULVERT HEAD WALL AND STRUCTURES WERE BUILT TO SPECIFICATION. I Agawam, Massachusetts EARTHEN DAM CAP CORRUGATED ALUMINUM PIPE 1I I Issued for PIPE LINE INV INVERT ELEVATION DRAIN PIPE i Construction PWW PAVED WATER WAY TANK UP UTILITY POLE DRAINAGE GRATE Drawing Title ELECTRIC DEVICE TSV TAPPING SLEEVE, VALVE AND BOX j,. ROAD SIGN Le end and COND CONDUIT g BILL BOARD UNCERTAIN OBJECT HDPE HIGH DENSITY POLYETHYLENE I General Notes INTERMEDIATE CONTOUR INDEX CONTOUR I I F DEPRESSI❑N INTERMEDIATE CONTOUR i INDEX DEPRESSI❑N CONTOUR I Drawing Number s��ytei OF MA�sq�y.. . I MASIUK KIMBrRLY GJ, M. � w Civil- No,4()474 O Cc O fS7P��r`� Sheet of Ess,off�t� 1 18 Project Number 06229.00 Site ]?Ians Issued for: Site Plan Approval & Notice of Intent Date Issued: October 41, 1999 er own....,., Latest Issue: October 4 1999 Riverside ar 1623 Main Agawam, No. Drawing .title Latest Issue C-1 Legend and General Notes October 4, 1999 C-2 Existing Conditions and Demolition Plan October 4, 1999 N \ C-3 Layout, Materials and Utilities October 4, 1999 �--�_ Vanasse Hangen Brustlin, Inc. C-4 Layout, Materials and Utilities October 4 1999 - Transportation Y AGAW C-5 Grading, Drainage and Erosion/ October 4, 1999 Land Development \� Environmental Services Sedimentation Control - 505 East Columbus Avenue C-6 Grading, Drainage and Erosion/ October 4, 1999 Springfield, Massachusetts 01105 Sedimentation Control 413 747 7113 • FAX 413 747 0916 C-7 Riverfront Restoration October 4, 1999 Details PROJECT � ::_ .: ::� LO C-$ De s October 4, 1999 LOCATION owner: C-9 Details October 4, 1999 Premier Parks & Man Stuart Amusement Company 1623 Main Street AI P.O. Box 307 MBssachusett� � ��-�nnecticu Agawam, Massachu Cot a. 99 ,► a�1 4 6 LOCATION MAP Applicant, 0 2000 4000 Premier Parks & SCALE IN FEET Stuart Amusement Company i 1623 Main Street P.Q. Box 307 Agawam, Massachusetts VA of a JAAIMS L R1W1 ' CNI Nb.m w y LEGEND ABBREVIATIONS GENERAL NOTES PROP PROPOSED 1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, ' MIN MINIMUM►AVER ROAD 0 Tm+tR us[ CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. ..} — — PAVED PASWIM MAX MAXIMUM II LTW 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS OR BERMS. Vakae Him pm 1w, RET RETAIN — � PAVED WWTVE O 21lUW REM REMOVE 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND Trmrparlon '�A' "'""' ° °�`M"°' '"" HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR LodDcweinmeot REMaD REMODEL rn+s'wRErE SEA° 0 gttcic SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, AND �h+an Samoa. ead ABAN ABANDON AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE PAINT `I`E • CoratMM TWE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL SWEWC.W mbwAveer - - ADJ ADJUST REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS TO CONTACT "DIG SAFE" e1d111+la�chnwt�OliO3 my '""""` � No" �""°L EXIST EXISTING 72 HOURS PRIOR TO ANY EXCAVATION AT 1--888-344-7233. 413 747 7113•FAX 413 747 0916 NOT DRIVE � InnRANT uMtxwTAWf HYDRANTR&R REMOVE AND RESET 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES SII£1IALN o R&S REMOVE AND STACK ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. — — — — mffnm PATIO o NAMnE FDN FOUNDATION ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND �OTHER UTILITIES TO uN�ERT"TM ""'•VOLE ELEV ELEVATION :TETK FINISHED GRADE WITHIN LIMITS OF WORK. Applicant: — — � _ " V rWLD LIK CATCH PASR+ - BS BOTTOM OF SLOPE 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMITS OF WORK Premier Parks & - INCLUDING BUILDING, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. ------- -- ---- RAILWAY tIIRMAtN CATCH WA:W1 TS TOP OF SLOPE UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND Stuart Amusement Compan; NMI MXr o UTILITY PQE VGC VERTICAL GRANITE CURB UNSUITABLE MATERIAL WITHIN THE PROFOSED BUILDING FOOTPRINT. P.O. Box 307 VAWTRAIL WRWX a uMM PALE wr LIGN.T SGE SLOPED GRANITE EDGING 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY "'a°"m TTREET LDS MCC MONOLITHIC CONCRETE CURB SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, Agawam, Massachusetts THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC AND FIRE ALARM). FINAL DESIGN LOADS WARNsTAKE's++F° n yoga L:a CC CONCRETE CURB AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. *mWM CCB CAPE COD BERM AMOM U XR CMSTRXTI a Else"M zrV= BC BITUMINOUS CURB 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION Owner: + PLArrMN PHONE Elm PCC PRECAST CONCRETE CURB AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND Premier Parks THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FOR THE RESOLUTION OF THE -••• DEC7c o MXE NIC NOT IN' CONTRACT CONFLICT. Stuart Amusement Compan� PATE n RAG PME NITS NOT TO SCALE S. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE PUTT TYP TYPICAL RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE, 1623 Main Street APPROX APPROXIMATE ALL AREAS DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT P.O. Box 3O7 SHALL RECEIVED SIX INCHES OF LOAM AND SEED. TAR 0 P MIT ACR ACCESIBLE CURB RAMP Agawam, Massachusetts m UMCMAIN MLXCT FES FLARED END SEC11ON 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES FOR ANY POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, ----- --- KWM , a3A SPOT HEIGHT FIRE ALARM AND ANY OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. NOTIM: RECRIATI At EaxP.c►rt LffL" 1. iwofti nm PR mea t4-* H1 rI m T►fE r7(w*m 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND CONomoNS SURWY WAS COMPtM BY "fTACE _.—.—.---- ---- GAT WALK CIT CHANGE IN TYPE APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH tS s OW O' �'Q`A W,� "MAN OF � F&G FRAME AND GRATE THE WORK INDICATED ON THE DRAWINGS. '" ACAWAMI. MOSr+CHUSEM" SURVIM0 MR PRE1t" TALE Lb[ PMWS, INC. QATM "UST 4, 19". F&C FRAME AND COVER z_ PROPvsm SrM LAYM CoNCM Prrov+" err SM LW[ 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING MONUMENTATION DISTURBED DURING CONSTRUCTION MWE D. ROONSCR ARC►rr CTS ON SEPTFMBER 21, RCP REINFORCED CONCRETE PIPE SHALL BE RESET BY A PROFESSIONAL LICENSED SURVEYOR (PLS). THE CONTRACTOR SHALL PREPARE AN 19". S""' LINE AS—BUILT PLAN SURVEY SHOWING LOCATIONS OF ALL SURFACE FEATURES AND SUBSURFACE UTILITY VCP VITRIFIED CLAY PIPE wpm RqV SYSTEMS INCLUDING THE LOCATION, SIZE AND INVERTS. PVC POLYVINYLCHLORIDE PIPE 12. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES PRIOR TO EARTHWORK OPERATION AND ` ACCMP ASPHALT COATED CORRUGATED METAL PIPE MAINTAIN ALL EROSION CONTROL MEASURES AND SEEDED EMBANKMENTS DURING CONSTRUCTION. CIP CAST IRON PIPE EROSION CONTROL SHALL BE REMOVED ONLY UPON THE ESTABLISHMENT OF ALL LANDSCAPED AREAS. RIVER STRfJlt1 DIP DUCTILE IRON PIPE 13. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION HYD HYDRANT ACTIVITY SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. NARtN L 11r --- PTV POST INDICATOR VALVE . - -.—..... &TANWIM3 VATER 14. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT—OF—WAY SHALL CONFORM TO ALL LOCAL MUNICIPAL CAP CORRUGATED ALUMINUM PIPE STANDARDS. WORK WITHIN STATE RIGHT—OF—WAY SHALL CONFORM TO THE LATEST EDITION OF THE ' W�►W«rIE WITCM INV INVERT ELEVATION STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. . IN GROUND Pm` PWW PAVED WATER WAY 15. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED IN V001NEW FENCE UP UTILITY POLE CONFORMANCE WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS ARCHITECTURAL WTAL `rmr TSV TAPPING SLEEVE, VALVE AND BOX ACCESS BOARD (WHICHEVER IF MORE STRINGENT). I+• 1t•vIdW11 oat• am" RAIL CONO CONDUIT r .d by own by CA•rk.d by sins vALL 16. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CAD `"•'*id by "°°'•'"d by CONTROL DEVICES. sft• Do" 00"M 14g9r STANWINp Projft4 TItN JVMY W„ n" 17. DESIGN OF BUILDINGS AND STRUCTURES WITHIN THE 100—YEAR FLOODPLAIN MUST BE DESIGNED IN STRICT ACCORDANCE WITH THE MASSACHUSETTS STATE, BUILDING CODE AND THE TOWN OF AGAWAM Rivertown PAS ZONING BYLAWS. CERTIFICATIONS BY DESIGN ENGINEER MUST BE PROVIDED TO THE TOWN BUILDING RETAITmta vL INSPECTOR AT THE TIME OF APPLICATION FOR THE BUILDING PERMIT. Riverside Park CMV13" HEAD VALL 18. THE SITE LAYOUT PROVIDED IS SUBJECT TO CHANGE BASED ON THE FINAL STEEL ROLLER COASTER DESIGN. 1623 Main Street Apwun, Mmschv>rm 1W«,.d for ---_------------ >IeAUA0E GRATE site Pam Appraval & R MS sm Nodoe of TA mt WILL WORD u1ICERTAIN C°.ECT INTEW]HATIE CUNT" - - - - Pon CUNT" Legend and arrNISIM INTTOCRATC CQNTM01 General Notes , - - - - - - DIM MEOW TON CCNTd1R —�••+•mow• Leo YEAR FLOU ELEVATION TIT Q °AMC 0►awknq Nun*w VETLAND DELINEATMN LINE p �# EAsc1[Nr LWE _ f Cr u Wn WAVY LIME FUOA` C'm Mc.311 ! AL rT•�1et wIr1+Mr 06229.00 is EXISTING PAVED PARKING / PIT , . AREA TO BE REMOVED ti �r yp. EXISTING PAVED RACETRACK & EXISTING DRAIN LINE TO EXISTING BUILDINGS Varrwse B`aye Inc, INFIELD TO BE REMOVED BE REMOVED & REPLACED Rrz TO BE REMOVED He�s�asneee�l serv�oe. MEAN ANNUAL HIGH WATER (Q. On � ,� f�` a a� d� 50&N CW=bw AwM � \ I _ E C TI C T ��p OF 9A Ki�.� — •-- �—#� ' _.--- - ` ` —`•-� T r4 Tt7p �� , R VE R 413 747 7113•FAX 413 747 0916 _ _ RAWa WAN �uAL HM WATER (o- - v 4 � `•_ / \ d d Nib, ,1 , • d Applicant: -- - _ -- __ Premier Parks 8i rj} __ _ _ _ _ - _ ement p-//AJ�•.�`{■ /! / Nix •,� -' '� 1 fi _— - Stuartto art Amusement V o Mi a� • � r 1 ' "" � � - _ ._ _...� ___ ��`\ \ x �" ff ^__ ice- - _�� _ �— --- �_50 �-._. w a - r .,, `� �\ ` ^� I R/f rL�S LWnG ,n �^^�^�_�� cf f j/;/� ._�- ` -f-� 00 'M1^ • o� � •— ri% f—._IIlIIIIIIii \ \ .— _ In - r - 1623 Main Street r • # �_ J x ,x i / M1 x •X �x , x ,ax � Q ° _�-�.. y �" �`�-�- _�_ ��. x� _ - x // w � ,� P.O. sox 307 • � �4\ ib � 1 � + ,' v± . - •\ x \\� \ 1 1 ', ` x ••Y � 11� _ / / � .1� M1 i % e / Rn � _ - „ + x • p a _ x - , ', _ _~ Agawam, Massachusetts „\ 1 '' ` + I ^ `1 y ` 1 4 1 ',�7l,' / Jam- • _ _ �Rnx �x r X4 w K Owner. x 1 I i yy x 1 r, �' • \ i '• !: �ii I _ 'x I x / / �� i x O ) O `♦ _ n Premier Parks & ry n;/ / ` \ O e 6 • x s x - ` , , xx ,t Xr -- -,° --- ° 46 Stuart Amusement Compaw • 4 "i I'j !: 1 rF1'1 O a A . wi O !1` . ,xy 1 623 Man Street m O n n x n O`O n O 1 mm Box Sri a (0) cc) +r O °n n x O F P O o 3 0 / 83 10 x I 1 •l 1 ` , n I o • � x ° O O n O n n x ^ 1 ^�\ n _ __� x , .�, ° �; _ ° Agawam Massachusetts ox • � Q> +l 1� 1 1 ` i1 ✓� ^� \ _ x } I x .\ _ �\\\ IS �� r�' \ v x • r*- O O ` n ry f4 N05. , \ X _- _ •—�' : - \ \ \ \ ..f r-- -✓ o x 1 x y,, - 1. M VRMAT04 PROYM HEREIN F'OR THE EX111 / / �'�, —� ` CONOfT10NS SURVEY WAS COMPLEO BY HERITAGE xflvrH,aMt�rON. MAscHusErt� A►+o rs 0 s SHC WN ON TMI DRAWING f,ffTT?_Fp 'lit AN OF' LAW IN si1RVEY5, INC.iNc. of d • d \ ` \ X ax+_ 4r, ' '` x r cos Q xn ! e' AGAWAM, MASSiICHVSE11Gr Sl'R�l1.E� tDN PRCMI nX ?` x x x :i_s� --� st —.� x 1 v)" PARKS, W_ DATED AUGUST 4, 1999 !to b •� �_� f' \ ` \\ —� x xn xn •r•• x - ` S ra. i 2. PROPOSED SRE LAYOUT CONCEPT PROVfD4D ff 0"I fx ! / 7x �x ~ ,\ � _ _ M1 x ^x r? ` + x x D. RORfNSON ARCHRECTS ON SEPTEUKR 7, MO. x. - X J ' i 3. ME1LAM UMFTS1 WI DELIW.ATM Frf VANASSE. x x x �^ SUS.nx x r q y - /�-� \ ` ' ry X x n f v • x t x ' INC,SUIIR�NC SEPTF�ER, 1999.I *C. AND FIELD LOCATFD BY "MAGI yrL r • , ^ , 1 •r - `Z' r \% / x \ 1 M1 • r_ (vr �� \ X Y r �3 /�+ I //y�y 0 K iLj x Ilk ch n n • 1 x r_ - e: xn rf x V xg ,,+t' x X x y w l is y x^ • //1 x _ _ _ N r \i♦ ry / -1` -- � ♦ x rx r n1 h wX ` J . + � �r � � •x _r////J z- }I r • M1 ° x r 1 r M1 � s 1-_ . X I • _- - <sil' / x n , x x x� x r+ l x \ n • % r- 4 F p X x x Y N N r. f - _ ,n' r ° x R ' O '.r ru ra.w x a x x ,../ rx x0 x 0 X 4 % x • _ _Y_ x / xn x r, ./ © •1 O O x // O x N r_x • x ri f? a + 4 x �, %o o� n - — � .� �-_�- � Q•^p ,r _l M1 � � � _.�+.�.., 0 l ,r tro. R�.N1en Deft vr. �� ' =__-'`- s._ '• v1' 46 ��c'.} x M1 .\\\♦\\\ x �x o / \ r fir+ o ,v dOSI by Drown by CT.dc,d by o ,T F w.rY�n11. r , ^ d eux n __ .1- tdr r � t • rwc u,• • x x'v `' >� ,0 /' 1 x ?• i .i CAD d1.Cke4 by APP�Ad by x x Do% n M1 x x h / 41 O � �+♦.� �� • — D x ry \�\fit {•� / �. x X 1"w(V O bbw 4o 1199 O • r nc ,nt..p . \� - ./ ' _ f - r^� ,---n..r,r /�y ♦ ..T{ w •1 • t1 Q '.� \ �rp�` f) 4 WSh•I � g 10 4�_ _ v � __ - •x 'l .. �R - Y 1P r.Q�'i ,iI• � - � C,7 x � •,R � � r/ .�.- _ ."may I I J _._ j. � o N ry x x M1 x�, _..�Xp 1 - - x1 ox _ x h ,� Rivertown rP1 ^ 4 r- h x F h L T� ,y�� xR $` ti Q x x 111 Y I i ! — xM1 I ' F r t r t CiTb ° X'r x o I / a X x _ _ x Riverside Park r' 1623 Main Street EXISTING GRANDSTAND EXISTING BUILDING AND ASSOCIATED BUILDINGS TO BE REMOVED A ' � h" loft" TO BE REMOVED Site Ply APP MW & Notice of bibmt prv,Ana Tltf, SURVEYORS NOTES: 1. BOUNDARY LINE INFORMATION SHOWN HEREON IS BASED UPON 5. UTILITY INFORMATION SHOWN IN MAIN STREET IS BASED UPON PLANS Existing Condsttoris PLANS PRF_PARED FOR PREMIER PARKS, INC, BY DURKEE WHITE PROVIDED BY THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. rOwNE & CHAPDELArNE, DATED JANUARY 28, 1997, THE SECTION N PEDESTRIAN BRIDGE TO ANAPPROXIMATELY R 0OM 00 H NORTH WAS SUPPLEMENTED BY FIELD ESURVEY. and Demolition Plan 2. AERIAL PHOTOGRAMMETRY IS BASED UPON PHOTOGRAPHS TAKEN 6. ROAD SIDELINE BOUNDARIES NORTH OF RIVERSIDE PARK ARE BASED MARCH 26, 1999, BY COL—EAST, INC., CONTROL SURVEY BY UPON PLANS PROVIDED BY THE TOWN OF AGAWAM ENGINEERING DEPARTMENT, HERITAGE SURVEYS, INC., IN APRIL, 1999, AND MAPPING AND ARE NOT THE RESULT OF A FIELD SURVEY. PERFORMED BY COL—EAST, INC. 7. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON NOTES: 3. THE HORIZONTAL CONTROL SYSTEM USED IS MASSACHUSETTS STATE SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN GRAPHIC SCALE PLANE COORDINATE SYSTEM. THE VERTICAL CONTROL IS BASED UPON DATA, AND ARE APPROXfMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED AND WILL MEET THE REGULATIONS OF THE TOWN OF AGAWAM .o o �� a.o �1% of THE USGS SYSTEM. WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT ZONING BY-'-LAW FLOODPLAIN ORDINANCE. PRIOR TO FINAL DESIGN AND/OR CONSTRUCTION. NL c DISPOSAL OF ALL DEMOLISHED ITEMS TO BE IN ACCORDANCE { IN FM ) 4. ALL UTILITY INFORMATION WITHIN RIVERSIDE PARK IS BASED s 8. THE MAPPING WITHIN THE "RACE TRACK AREA" IS BASED UPON Mb.9tttt � UPON FIELD SURVEY AND COMPILATION BY DICARA LAND SURVEYING do -AERIAL MAPPING, SUPPLEMENTED BY FIELD SURVEY WORK PERFORMED BY WITH ALL FEDERAL, STATE AND LOCAL CODES AND # inch " 'rSTER 9 SERVICES OF WINSTED, CT. DICARA IAND SURVEYING SERVICES. 'REGULATIONS. 46M.00 Ak rn -■ - - - - - - .I....•w� �• OF BANK4 Z r �, am am am am f SPOONS ma OW 0 ,.. all III {-�'Y , J, tJ nom '� r +i�.%r� w�— � M, � ' �4^,w i�F +r.� r � �� CAPE �IOhI BERM L otC U — D�Iw ad. mam ROAD 1-_I�iEa r ;14 �_ _mow. _Y_. -� er Vr ✓� /�,.ram MAYalawaY .� 4i' Vomse Hangm OR 1W. t ' i ——•�= .a � rMrr dIYYl AyjM Yr irr a fib' "M � GAl" OADiiiiIiiiiiPmbdflik �1 ram' Lmd Dow mum o UNLOADiNG ARE 3 RE WALL all i PROPOSED BUILDING �p eid,11 - 1 buret>er 411� 1 _ = �s� `� �•(�` �, SEE ARCHITECTURAL DWGS 413 747 7113*FAX 413 747 0916 AW I fRIi - -� ��` A `; ."" " f_✓ O %= App"cont: `� 1 ® I` N - - •►-" _ ` J .. r .. ` �t�p .:. T Premier Parks & ..,r7 1 Gf� fir" 1 Vr ' 'i . � • y.i r.w{� � ww�� Fli Stuart Amusement Co 7 1623 Main Street PLl 12'D or P.V. Box 307 PAVEMENT _ NEW 6 Agawam, Massachusetts \' r: , / OSED STEEL -'� 4 >' ROLLER COASTER ® CIS 0AMer: `1 w'\ � `1 `; •�) / ,' ♦ _�— � b � RUO e T �- F. _ • T � a � � - y`' f allFEsz 85 tO L J < S ANp Premier Parks & PLANTER ,,�•Q '" ' r W LL �d ---� - Stuart Amusement Co- �, / fOPOSED - ' f f PI M 1623 Main Street RETAINING WALL i .�•- ® �..: + 'Q eir r s` f i t 2C THEME WAt1��JJ # 'u ti f+Af SE BLDG. FR(k+11"s` � P.O. Box 307 i �,:. `: .. BRICK WALL RF O i TE P .5 -Agawam, Massachusetts ,cc. i_ 4 • l� PR LIGHT FI)IIREE . - r`, C(-1 (TYPICAL SEE LIGHT `) z FIXTURE SCHEDULE ��, ' ' CA 4 OF3 f '" MOM: 4yl 4 '4 r � ' / = t. INFbRIMAf10N PRDVM HE'RM FOR 11 Exl' I "rum CONDITIONS SURVEY WAS COMPILE BY HEf AOE �r I ' 1 p u!` q� / t SURVEYS INC. of SOUTFW�APEON. MASSACHUSETT�S AND IS LIJ r MdNDIAL TDP� �v CRT (d + / FE5 4f � s4o" ow Tmvp nPAw+NG FNrr Ft} 'T'lAN or 1 w) +N J _fir, C8 .� /( l �, AC.J1a7�lA, ►1AiV1('Ifit_f•TS' %Jj -,i 1- FQ rgrk I!a LIMIT O� WORK :�, I Lt- s � PROPOSE �EI 5�RIA m0E }, 9 S.F. BSEE ARCHITECTURAL cAHK,. INC, DAfrt� AkI,a1sT 4, 17;9. 2. PROPOSM SITE LAYOUT CONCEPT PROVIDED SY @RUM �� D. ROBINSON ARCHITECTS ON SEPtEIABER 7, I999. � ~ J. 1NCT1II110 LIMHM WERE DlLMIEATI D By YIVdASSF. r ;! ; 4 01 1 �� FWoICEN. 9RUSTLIN, INC. AND FIELD LOCATED BY r1ER Wt t j / E a1• �w Y1 SURVEYS INC. DURING SEPTEIaBER. 1999. (, } f lti l V 1 ,y �,• ,..-.ice' ',ry ✓'""' �,,•y''� - i __ kD FESI _LANDSCAPED AREA r;�,,r�w►'` PROPOSED r _ �� ,,.. RETAINING WALL FESS ti r ! �. (D .,..o o or) \ DMH 4 " all T2 ® _ = ().signed by D nwn by Ch4K*ed 0>' CAD d+.eked 4y Approved by MH3 ® Sede Iola W Date 1999 pirus LANDSCAPED AREA000 Rivertown �. _ ►� Riverside Park � z _ LIGHT FIXTURE SCHEDULE _ (Information provided by Bruce D. Robinson Architects. , ��) ` 1623 Main Street SYMBOL DESCRIPTION �� ° '�-� , Agawam, Manwhuseft r, r Iew�ed fw SPARKLE LIGHTS 7 r� `� ` PROPOSED � - 1 ENT. CONC. n +ram J C]'� E%!SIIIIG N`IDRANT INCANDESCENT POST LIGHTING 0 10'--0" HEIGHT ��" ° —' SIDEwALIii � � Pffin O p _s two N► �i O TO RE#MA Site / .�. \ m INCANDESCENT POST LIGHTING ® 16'�0" HEIGHT "�`° r ��, ,_ � � o - ® 'ti Roy. U A rn r T �� AIR ��, � ' _ +� UPLIGHTING -- INCANDESCENT 1 '1 �T p ,�.- �`"�� tent Cno DOWNLIGHTING — INCANDESCENT � NOtia �� DraMk►g 11th a J - ADDITIONAL ZONING SUMMARY +►� __-.- __ _ =- --:_� -- - DROP TOVME s � Layout, Materials, ZONE: BUSINESS B "� J /� �- RE V-CONN O SECTION DESCRIPTION REQUIRED PROVIDED "-~EkiS71 8" AC, WA AIN. y _ o .Clang & Utilities 0 180--50 SETBACKS rn A. REAR YARD (MINIMUM FEET) 35' 40' t, ! N B. FRONT YARD (MINIMUM FEET) 35 780' LO C. SIDE YARD MINIMUM FEET 15' 650' O / 180--51 LOT COVERAGE MAXIMUM PERCENT) 507E 317C.. a **THE ZONING SUMMARY IS BASED ON AREAS WITHIN THE PROPOSED LIMIT OF WORK r OF ILLUSTRATED ON THIS DRAWING. THE RESULTS SHOWN IN THE TABLE DO NOT INCLUDE THE - O ' r ENTIRE PARK. THE EXISTING LOT COVERAGE BASED ON THE LIMIT OF WORK LINE 15 33X. fLnoocE� o Ca=3 JAWS L 14 ao o - is as 90 Nq.3f 19s ll�eet �t NOTE: THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND WILL —�y.�� w ° G 3 9 MEET THE REGULATIONS OF THE FLOODPLAIN ORDINANCE. - -- �. .. n fir \ i inch 30 ft. 062 9.0I � G1 u O1 CU n, `t) 4'? I"' yy �� C �, NNE I fi s►" s MEAN ANNUAL HIGH WATER (EL. 46 ) VandsmHann Bftgdb4 10M `-�.�J..A1:.'l_�`^�.-n__f.-_�l ,�J,yJ`1�.,�• '`� 1v'l.■,. tK Iaod goo* �Serra , 8 WIDE ACCESS ROAD OUTLET VN � EADWALLAIP RAP y -- � now 1MNIA I .1 dlf Y V� _ Y O1ago M 1 -g � 100 :.�I y ��rr�..� •1 ��+� �'� .0 Vl�� - F-7 ~ ft `I" . ,% o e �•Ir J. a 413 747 7113•PAX 413 747 0916 owcs c:�5' y sTn o _` .R B ASE FL06D_ �� FESI i 1Q" HDPE g 1 H P \\ DMH10 Q ��i •• �� ,�..�.. 0 0 Applicant: DMF# ` LEVATION 5 o PP ,�� f�. o. �,. _y �� , . Premier Parks & �v,. \ � • "� ►mil ��-l'- _ +,.w,A � ti �T- � o. JIMJL, ' �'1�,`' ��5 � l Stuart Amusement Company iiiiiii1623 Main Street —• - �� FAMILY S r- �`- , .r.— •- ._. CC CO 5TE w �,� _ _. _. P.O. Box 307 A R p' ._: PROPOSED PAVED .._.._�- ' BIT. CONC, ACCE PROPOSED gym ROLLER COASTER � Agawam, Massachusetts WINN .+r�� .....,.■ �� Owner: -� , Truer Parks o FAMILY COASTER - a,, _ DMH7 — -- --- r' — Stuart Amusement Company - = 1 1623 Main Street .�r-�' o o ' \` _� " '!'- ----= C, P.O. Box 307 \ 20 �,� ` __ LIMIT OF WORK �\ \ � { 0 — _.�-� f;,__ _------- - -_ _ __ o �- , Agawam, Massachusetts -- ^- - .* W �O,fq,' R E �`''' _ __- C� � , ? � �_ � / .-. C•y :: 0 11. 110TES: /1 9. 4f l— >`_ -! ' 1 MF1bRMAT10!! If HERENf F�OIt THE E1[TSTlNC N4US i ' 'j; s v;' -' �, '_`.� Ca W �� CoNDmoNs stnerEY WAS COMPILED BY fiERRJ1(,E 74 < Ul sv�.n. INc. of solliHAMPTDr�,, Iw,ssAc�E�Ts AND IS - 1 ";' P r• _�`— 1 l.L i_ .r AC.AwNA, AIASS4CKISMS' S[JR1+fYEb PfN; SHOWN ON THEIR DRJ1wINC ENT>'T{.ED 'P1J�N OF LMID IN �s. PARKS, INC. DATED AUGUST s, 1999. PPlEI�IF R 2. PROPOSE'D Sff LAYOUT CONCEPT PR"XO Irf 9RUG"E ` 01 ! '� - 4 1t1 �� D, RORNSON ARCHITECTS ON SEPTEWWR 7, 1999. • 3E6 bEDE`SYRIAN R1t�clE �� T,' -_ ` L� a j ARCHITECTURAL .b RI FE5$ ff i { �� \ ,� \ �y 3 wrn- w LIMIT'S WERE DEtINF TM B' VAN+I�SE, ,. -~" I ( �7 Li j U HWNEN, ff STUN. INC. AND FIELD LOCATED BY i1F;WAQE - ! SURVEYS INC. DURINC SEPTfM8fR 1"9, `i M it 4 C!w I+ 0 , c3 r �, =f I 1 ` i v f Z 0 � \\ 1 PROPQ5I;D�YJ4'TEU- MtAx_- ; J r ` \ ---- _ ` TO BE FIT IN THE"flELQ TO `~—.MAINTAIN MATURE TREES PROPOSED -� ;' �r1► + P �� RETAINING WALL v �n1�,VON -•_� a� �' • � .�-,-;_ l- CFI, -� .c ,. Q _..-.. t'. Q •j' ` . ! IC` Dwlpn+d b y Ikown by Cre ed by r LI \ �gCkW c CAD el+.ared by Appror.d by r \ v �� r sea. �. t>al. l 1� pmoct Me Rsvertown Riverside Park Z. 0114 1623 Main Street APWM Maaaacch=etta Iloued for Site Plan , Approval & Notice of Indent Layout, Materials, Planting & Utilities .Inq Wtur+br .' o .II. �L 3c o a ao 40 NOTE: THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND WILL ND 4 9 MEET THE REGULATIONS OF THE FLOODPLAIN ORDINANCE. — .��1 , 1 Inch • 30 fi. Y It 7, x ��`1 1'. ;-- �1r� r !'•j !I,�{ i_� fry 1D ! �; w` �'�6� 10 w +..+..+wr .'i„w,, ,.r.+. +••�"""' r. �" �' r ! 't t �� -- �, ,rtf r 44 1VV__'" �! 1(9�(_ „ i. '•,, r :.• �/ M -w -..+�....,r. .,. ... •••rr`.__'..+� ,� f 't r� i' 14' 1�1 ii.. �""^'� �' f ',,.� r _ rr + 6011 ww � - .r""~+" .......... . ti Y,... .�„��.�,. + i \:1.. ♦�wr� - �w .t .� �1 P ` `.. r+r ,� r rw w+ •-,�� r L! F A r A �. _� s wt+++� 4' • r ,- � ,,.r•�'� ,l A _ ! n.r. w 1.w+ ww - - 1 '�.J�'"� �, ~ 1',' -ti- r �f „' ,ti r r r .wY l�wr f"" �t. . "Ww .w.. .� r �.. r - - — w .�,.�. u,w rr ar �� / '' 'r -;�-� �I. �ir� r� !�,��_.__ �;__.-:1�.-{�---�h=.�'� �r11/r- _ - � 'i ��•i�, - �� _ _ .� .� _ _ .. _ - �-. .1�- Vanasst Han to Brastl� Inc -- - - - - _ _ s_- - - J t► _ �qosspin" Ate` -c� h� LAW DevelopmEdt% 51 d, "N y _ _��„� J - 51 %*R kefldd. 011(" { n r �'=`,,+•�"''^ - -- _ 413 74 •7 7113 FAX 413 747 0916 CIA ER U WING A �- ,�.-+, z 3 FES3 �� w,..— ' y T11f�ICAI. ARPlicont: w� V, t - 'r.. .Y-"" per.,iD " `` r `,� ~t W 4SIf? Premier Parks L,,, ',r1T ` Stuart Amusement Company' - s a sHor .`! J„�o ! ``' � . 1-� : --�._91L 1623 Main Street 5 8 P.O. Box 307 r x Agawam, Massachusetts •� 71, i4- elm r x' 9.'S Owner Premier Parks & Stuart Amusement Company . . ENT ,�1 ?i4 ,y,i� rr' rr< v'• ,-. i', f,: • .� !! FES2 , �. rft � ? r,'t r >� s 4 1623 Main Street P.O. Box 307 Ik - ti PROPOSED Ce - r •� - I .TYPICAL r '• > 3jt „�`�r .-- J`',, t Y'RJ.j. - �=r ,ry. { I l_• r ,► 0 0a, Agawam, Massachusetts FALSE 8M, y r r Q ' - + 'r' i �.•.;t.?� US ; :i �, _ _ O"' \i GRIM 1IRi .. � r �.. - I it , • ...'� �d � '� }:, _ { / 3 :7o X } +" v 1 I. INFtlI W?M P"OvW mom f m THE E70ST1Mt3 1 t, , 4�4r.T Itt r:' - X1S S(�Y WAS >� Wf WLRMAGE `� ` •- r.,r^' " �� , n _ ;' II, �t._...r . y SURVEYS, ANC. OF SOUTKA M"ON. MASW"uSETfS AND 13 r' ! 57 r. -ter r eC7 'y"r SFIOMFN ol�f THENt ORA1M1lIG EfmTtEQ 'PLAN QF L/WD 1N r ! L�( L' . -. ,f fa• > �._._, ,.,r•s— -..-+.»y JK'AWAJ 1• Mll �rA ?S �Lr►�( Cil r! P?fYAlf#1 PARKS, W. DAWD AUGLM 4, tp99. r. �' `' L •.lJ , r f*l.'A _ .: y . wj .. ' 'Y /, 1 w r .ram .''ar wr awes ' + ! 1 l �... _,F.'�' r\ ..• � S. m 7n LAYER C014C.cr r " v■ WA" ''�� .M 'r! Q .S• In . �,.-- ,�, :. ..�n - 't , ` ':'/. , _ 4 , ` J--` 0. RMW-,(M ARCHfT M ON SfPTEMKR 7, �409. 3 r c +r ! MONDIAL., TOP' N ��.pp� � � � t +sy; r �, � J( �� • rt/r 1 E. �ti �+• +'�''- r. ' / J ti { .� II�MAND UWTS IYEK DELINEATED SY VANA ''`' ILT - ' �• y '.' ,6! .tI .T. ^.�M > Z st+. Y 7+ �_ 1� _J' .4 NA1rGE?I BRUS L1N. W. AND FIELD LOCATM BY W�WAOt LIMIT OF WORK ��• suRvEvs. iNc. DLrRrr+c SEPTEMFWR. 1999. 7 �,.. Y I,• i 1.� i� ..r. Rr ri x yto -+ , // -• _ _.. , i {, r. •i `� �� , r ,� � (� ,may- / �• 57 MIX FES i' t f, 1 �n 7J C/�l t ice•' "+ r r �r :l ( T _ � � � a �:t ;� CAE, �Cy!►R � '{ . � ^-„'�' '"' ,�, 75 a ___ - ---_ T.t . �'' - 4 _ F£S� + -� 11 1t pwerq^eo by by JJrorn 1,3 t �� t/ „. f r — CAD c�eckerf by �nr�vrtl Lo b� 401 - r• ' '. �_ �� wl - "- ,,�,r ,'`,., 1_ '` ' R iveY'town �' N 3 ,� ' p� : — ,, Riverside Park op ^y ` ` 'yy� 1623 Main Street Agawam, M assachusefts V. • , ) f x �. \. p �• '„ter t?' 1 � �I. � .!� � I leer• t 0 1 Site Plea FLOODPLAIN COMPENSATORY , _ � J +� ii ti �' - ►� "-' ' jr �� \ ,� ], in A�7prDVa� Ofr STORAGE CALCULATIONS _ `_ "� ---~ a �r, ,. ,r ri� � rrri j, ;��>nsr, F,~ A► ; ' Nonce of Intent Volur�e(cublc yards) Net Volume(cublc yards) ,._ - { }� Q ,; TO Rr -- 4 x x Elevation a tv'4* -/.. / J '� DrOwiN Title Cut FKl Cut FIli �,r� ��_ 1R �-� - -�_ �! , `� � .,-►' .ram � .� ! 50' 51' -- --_1962 -- ----20 — -- - 1941 0 r 4' _ - -err'` ''" -t�f t , yl ir;� �J 'dingy Drainage and 51' - 52' 2846 1130 1716 0 ��1 _ ----- ----- ----_ _ _ - -- -- L Erosion/Sedimentation 52' - 53' 2962 2430 532 0 _ fir 7) T.. Control 53' - 54' 2889 2462 407 0 _ - `� __ - _ s . r i1t iv 1 �� Q 54' - 55' 2542 2279 263 0 X -��- - / l 55 56 2304 2170 in 1340 1 •� \ c� r- Q2 OF 56' - 57' 2016 2015 2 0 /. ( j ��, yy '4 JC�5 . . r sty Totals 1 17521 12525 4995 0 ,T, .IAlllN�, rum __JJ_ �_ { u7 r I' ',' ; n tJ _•� 70 11I a0 M agCW 5ltewe of - r «l��T /. ,, ' r_ i Y_ 1 r IN n rY i ' \ Pro jN I Nur*�bM NOTE: THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND WILL -- < /'' <��"r;:�r�t .r + rtir: ,:,�` r , ' E, )XI n "� - 062".00 MEET THE REGULATIONS OF THE FLOODPLAIN ORDINANCE. �rioK O I \ vm�r" OP I VE wIIIIIi .87 411 MEAN ANNUAL HIGH WATER (EL. 46 MI!IA ' Inc IN �!►.., �'�04% Lied Denleia mat 0 • 0 '� i 4-A ,"J • `_ goo _. _ HEADWALL 4 RAP _ -� �-�- j'� - �r •�• L., ,. �r�. .�.�r , ��.�G -.�� '�r� )1�� r� , ,..,, ,� ... _�-. --r.w.�.�. _ -- 413747 7i1�13•FAX 413 747 0916 . ---� it--o--_ ... 00 1 __1 ORA • 7p% Applicant- In /' N ` �ip,•,wu Y^ - �r_�.l��Y'1-_��-- Jam--- w��`�`�r ` �FES11 UMH9 DMH10 N PmiV Parks M �w ,�N �" � Stuart Amusement Co' - _ - to , - r- LOX N 1623 Main Street - / _ :. X N \ r- - u'i � - ,! r ,_•�,J�._-.. ��. -- X P.O. Box 307 - -� - '�\ Agawam, Massachusetts - _ 9 X Owner. / ~�i ��. W1W111rN1M1l* ��rr�ra� l,� ►" • BorroM OF s FOR COAS 5 ; ��-f + j \,�` �y� r e� v _Pi A7FORl11 '" � � - ,�„f •.. w r,sr PftTr lel Pai As - -- FAMILY COASTS -'- -- x' _ - =� / ._�-- -- __ bM �4ro CIS b. war o -__ - _ t' Stuart Amusement Co• -�� .-_ � �- _ � - H r�x c� �x, . �,}� � � r` act S � -- %= r :� �ri • �:�` rT ,, - x X 1623 Main Street Ur .-� _ o Inw ;`y f-�� _ __ / .�- --- -_ !-T O X P.O. Box 307 LIMIT OF WORK �` \. r, o '� X �• x Agawam, Massachusetts - f -_ .- - '7:7J4 '- - - -.• �� it r-L ' 1�'�\ - -__� TUT ti-_ O O •+ /,f - _ J 0- '1- X Iri _ T r 1 j W LtJ 3 r ^� n I r,0n r. -1 _��; T 1. 0001TAMON PROMDE1y ila!'Lllli Fo+e f►1[ [m110Q - 1� ' r- < CONDITIONS SURVEY WAS COMMM BY HERITAGE. • �,�;�-._7 4�._mac 2_ VP / /'` }� `'�� In N [� W r- SURVEYS. INC. OF snum epTON. MA5SAiCmLwrT1 AWO it _.._. ,. _._ 0 r •\ r� (n �- 5140" ON THEIR DRAWING EW MEC `PLAN OF LANs IN ', , "• ,; * ._'"" \ f., - ---_�____.L - AGAWAM. MkSSACI'1lISE'1TS' SU1t'hTEtl FOR PKVFR X �(. - nC'• 1 PARKS. W. DATED A1JGtJS? 4. 12", / " ( ° 0 r. 2. PRo En Sm LAYI CoNap, AROYM er e�l+lCtr TABLE OF EXISTING STORM DRAIN STRUCTURES �� °� SEP � J. WMAND t1M11S MiEIIE 00M.1TED SY VANA SE. �" ,7 r J�1`,.+• X �.� _ m HANCEN. BRLJSTLIN, W. IW1D FIEID LOCATED 8Y 11lR�AD!► s� j (� / F �� \ (� Q 17 CO 3a CS 65 CB so CB 112 CS 137 O r If7 INV.OU'T6 e274 3 INV M 40 Be, INV OUT 93.01 178.71 INV - 68 7tM8(NIN) NV - 7a.41{ INV r 76.3J C �Q 0 L OM S� 813 MM 83.80 RM - 77.23 1 SURVEYS. INC. DUR}I4C SEPT7 M!lER, 1949. 1 ( WV IN - 8S.�E; INV - 70.44(SE) ) NV - IS.35(E; r }- �e� O F ` \ �; r� tri 0 r DUH 1S INV OUT r 85.65 Ce 06 IN OUT 68 S YD 136 s0(24 SW) Cs 113 82, 111Y - 50.4 x IrI Y. wv Its +64a cs 32 Rlkv' Iq » MY - 6e. A L \ 1 ►i y �' r` NV OUT - 73.20 RM - 00.66 NV N _ 74.06 SM/) OMH M RMNVA r 7816 MY - 510 r� 1 1 4 � r 1' `" \• `. � r ` X � Ikv M _ 06.95 INV IN - 74. s?) RIM - 75.47 'YD ty! � .. O O 01A1f 19 INV OUT - 86.73 INV IN - 74. SE) INV 1N - 7t. DMH 114 RIM - S6-S n IMM - 7607 MV OUT - 7a.30(E) INV >t/ - 71.6Z MId - 111 26 INV - 57.0 I� INV IN INV �!- 72.67 Ce 40 V OUT - 67.D2 TO T INV - 77.36 X �'�__ r !- \ ` 0 INV OUT - 72.85 RIM - 59.86 CS 67 YD 740 J X 7 O / NV - 87.28 RW - 76.05 C8 90 DMN IM 115 R - 56.4 11 , Q DMH 20 INV OUT - 7a.n RNA - 72.65 RN - 41.04 INV - 50.4 CIO '� . n/y RNA - 77.70 C1 41 MY M - 70.11(3) INV - 77.96 INV IN/OUT - 7 -72 mm - 00.01 C6 6S INV M - 60.0(s" YD 141 0 INV - 57.67 Rim - 75.00 INY M r 68 NMI) G 116 RNA - Me -� ` f)� L_ ., �� ti h __._..._. ----...,.. __ ... .� INV r 74.0 IN IN - 66.9 NN1A, RNI - n.46 1lIV - 58.7 I 1 \ '\ \ Iri RFM - 71.89 CB 43 INV IN - 80.02 N INV - 76.72 '�_.��_ T• .Y MV - 88.70 RN 01.11 Ca 69 INV OUT a 68.7vsr) YO 142 13 \\ \�\ �� .-� rt \ 108 22 INV OUT _ 86.56 INV a 715.14 RI 117 INV 54.5 \` 75.I♦ CB r RIM - 02.99 My - 34.5 75 7 f• X C- 91.07 RIM - 72.24 INV - 44.8 INV OUT - 89.03 CB 44 C6 70 INV N - 59.99(M) 143 RIM - 90.39 RNA - 74.70 INV OUT - 69.11 E) DMH 113 INV - 53.30 CS 23 INV IN - 8374(N} My . 73.t(1A� Ig1A . OSoe RIM - 91.75 INV M - 64.37(W) IN - 73.4(E) DMH 92 M1Y r 56.3 'ID 144 ~ 1( \` ` 1-� 1! �/ - NV - 65.47 INV OUT - 84.50 INV OUT - 71.11W INA - 73,55 RIM - 53.1 r e \\ \ m ♦ ` - �� `� INV N a 70. CB 1t9 GALLEY? 47 yC ` . ; _ RI 24 RI 45 CB 71 iNv OUT- 69.2 5E) RIM r 7.14 � � RIM - 91.63 RNA - 90.33 RIM . 72.46 INV _ 47.6 CS 115 (T1 �' l ` ' t �� :I✓ L , INV - 87,95 INV N _ 84.13 ;NV OUT - 68.80 f:8 03 _ AIM - C.} , r-� : tt 1 `Zt INY OUT a $4.13 AIM - 7 6 CS 25 DMH 72 INV - 70.90 Ids � a.75 INV r 735 RIM - 91.55 OM1 44 RNA a 73.60 INV a 76.85 CO 144 INV - 07.78 RNA - 90.12 INV - 67.80 C8 04 RNI - 80.95 Na R�+ANon o6tirNVI x ,'' 1• MY N - 56.8 MY - 67.63 RN - - 72 YD 121 MY - 730 PROPOSED STORM DRAIN STRUCTURES \ __' -A I ix 24 Nfv NA - e3.92 N MY N - 72.0( RM _ at.4e s Drawn b Ch•cil•d ► �Y y r_ -f r �:,-�, �� IS'1 RM - 91.10 NY M . 85.42 S GS 73 INV N - 71.23( INV _ 79.0 Y )I f - r x r/ In INV a 80.83 NV IN . 4a.5 E RNA -/ ".� ,� 72.52 NV OUT w 71.1 08 DMH 7 �- -'.` 7C WV OUT - 79.42 INV M - 70.82(iE) C6 122 RM - 57.90 WM - 64.61? O► 2 CAD d►•oll4r by A/t!r•wd by �.�^ '"�N� CD CS 27 My OUT - 70.30 CS as RIM - 90.56 INV. OUT 10r - 54 44 INV NI, D11MS r I�.l� INV O - 64.2 MM _ 01.15 CB 47 RIM . 73.37 ca I INV IN. FES9 = 60.50 I OUT - 56.2 Scats D•h 2(S) RIM - 73.76 INV N - 70.4 S DAM f3J RIM 57.J0 IN J INV - 09.36 AM - 90.91 CS 74 'NV IN r 77.3 � NY N, SUB" - 80.90 19" MIY M - 53 6 MV OJT 10' • 53.00 INY OUT. DMH6 - 96,40 INV !f - $'l0 Pre Title _ C19 28 WV OUT - 55.66 INV III = 83.381M) My OUT - 67.4 s MM - 82.50 INV OUT - 510 RIM - 20.24 INv M - 71-41[s) My ouT + 67. N; My a 7s.53 CS 2 +gyp DMFf S 'yr`;�"'•'-\`j `•. _ JI - t� � L - -- y�CV f� CS 48 INV OUT a 63.J6(E) IhIV OUT Id - S190 INV OUT + 6i.00 N�iV Oi1T 54.4 r / �' r rQ 37RUCTURE 20 RIM - 90-30 CS 66 DMN 126 �vettown X I'' ✓ �} INV - 66.56 INV - 07.00 C8 75 RNI - 74.11 RIY r 61.35 CIS DIN4 9 RD f a �( RIM - 73.41 INV r 73.12 INV r 76.1 S 3 a �'j0 INV CUT a 94.1 �-,-' -� - $TIIUCTl1RE 30 CS 49 INV r 4.Y NE) MY IK F1ES11 . 46.6D �* Lr��-; -� N \ 4 s v iN 1577-05 Ste ND 3 I� -�� "LJ -' _ 1� r�' NVY _ 66.49 lilts - 91.ta C8 79 CS 97 7 N+Y MLlMJ601W - 44.J0 Riverside PZL Park l ;" t] T'� �I } `f `' j 1 X �r •\ X >� ` STRUCRJRE 31 My - 68.02 RIM - 63.10 INV - 72:80 RN - 77.78 CS 4 INV ou�pwlta - 47.'sJ R0 4 t i / MV MY OUT 12' r 52.7 INV OUT - 54.4 INV - 66.77 CS 50 CS 77 MV a 74.01 RM - 57.',!0 ow NY OJT - 'J6.2 /� RIM - BLS6 ,6 01V a 74.1 MY N 10• a .�+ RNI . "�496 1 623 Main Street INV OL DAM6 • 49.25 RD 5 C0 32 INY r 67.7 S INV M - 49.3(3" ORA91 + 74.17 INV + 739 N NY OUT 12' - 52l NfY N.DMH9 - �,� MY OUT • S1.! RIM - 00 07 INV r 80.7 NV N - 4S. MV - 74.0 NV - 74.22 1A) INV - 87.33 NV - 86.7_ N INV OUT - 45%1 ) 00 5 Off OUT, FE310 - 46.15 11ID 0 M CS 126 RM a 57.5 fn RD 7 Isamw for I INV OUT - 90.2 a Ga 33 Its st Ce ?a DRANf - 74.66 RNA - 71.11 INV CUT lea 52.7 NIV OUT 910 RNA - 69.71 RN - 110.99 RIM - $1.0 MY - 74.0 INV OUT •V - 74.02 t 92.35 Iy NY 1N INV N .• 66.91 >= INV OVT 98.0 INV IN .4 30 ikY OUT • 49.7 C8 100 A 127 n RD a site Phu INV OUT - 66.62 Cs 79 RM + 74.51 RM - 71.63 NV OUT 10' - 62.M �+7llT . 57.1 MY OUT . 52.4>! .� CS 52 RM - 401 INV w 70.72 NV - 73.96 ca 7 INV OUT - 4" CO - RIM - 7537 RM - ST.Do m 1 Nodw �1i9 ` RN r 69.n NV N . 72 5( Ce 60 C0 I(h C/ 1?Jj NV OUT tOr 5317 rNtVS O[1T - MA Nfv OUT. dMJ, 41.13 o O(( ., NV OUT - 86.93 NY N - 70. RM - 51.28 RM - 74.24 NM - 76.10 INV INV IN 46. INV a RM - 56.64 C6 53 t . 69.75 INV OUT - 46.4N) OW 102 0 GW /l1f5 f� 1 TD 2 v CS J6 INV Nf - 48.5E RN r 6J.00 /ES 1 N Y out, OW& 111111100 INV OUT. WHO - am MY OUT - N.90 10 INv M -86.022((� RM - 73 20 RM - 74.61 RNA - 77.91 � 6 NV OUT. DA044, 116." a +9 Tft INV IN - 66.1e(N) MY IN a 72.29( CS In INV a so. MY - 76.0 VIM ? My OUT 11.60 O MY OUT - 86.00 IfV OUT - 72-32�N) RNINV a $1.47.7(S�� INV • 70 Ft? =� CID 36 CO 54 INV IN • 4e. e} INV a 70. S) NU ca t�D71.J9 NV N P(V IN r - 5522..18 WV 7 Nry OUT. tDS, 49.E 999999(((((( WV OUT . 47,M RIM - 66.75 t1N1 - 73.36 INV OUT - 47. If) NV w 76.50 91V OUT 12* a 52.50 I'CO 0 Too INV M - $6.80 INV - 89.0 Ca 103 aM 2 NV OUT. 70. 40.10 ' f D riagC � NY OUT - 66.5! 12 RM - 74.71 0 tJ1 NV OUT r 41.01 C9 55 NV OUT - 44.1 INV - m AIM - 77.13 Iva 9 OB 37 FM - 72.30 INV - 69.W NV - 76.04 NMV M I r - we III 0 MY OJT. UMft. 47.40 • • RJY OUT6-6tl7.01 WV r 11 05-30 ° 73-33 C6 100 L7 112 fi! f0 INV NI Ir - sloe NY OUT a 7400 &s� �enta N1Y N 15' - 81.83 TO 7 of OUT r 64,06 INV - 07.83 INV - 08.63 M - 72 24 MY OUT 24' - 49.61 INV OUT . 49.00 N4V �'� C6 04 DAM 3 INV 12 IR 1 Cbnftl L 57 OUT - 42.10 RIM - rL 07.06(S) RM 106n.4e i M t�76.46 � - �� NE T r '16.60 N. 49.JJ . S� MV tN, TD1 - 96 06 INV M - 66 57 MV . S4 41 N1V OUT a 74.1 K I INV OUT - $10 _ NV Nf. m1 a 59. 7 ( NY OUT, OMH4 _ 05 NY M = 131 INV N - a" MV IN . 62.10 INV IN CS too MY OUT . 6J 6 L1M t ' FbrrlbK -- -- a MV M . 06. NkMf RM .. 04.03 00134 Ipl/I. 61A� 60 MV - 08.WW) INV « 02. B RM - 7*34 NfV M. DMH3 - SIA II >t INV o �. 47.N J ? INV . 44,13 ) R000[0 INv a 74.9 INV N, 103 a Was OV 1w � 1J.f INV OUt, 01Nfb, 46.ta d 68 wv our . ss.6 ar t n RNI - 72.74 C8 107 a 136 NAY OUT, rc - 3 INV N . 65.01 RM ++ 9141 RIM a 74.65 DAM 6 MY OUT a b6.0 =;INV t� V a 07.0 INV a 67.76 RN + SLOO 02 am 66 INV M. Cos a 52AA IN OUT - 06.00 RIM - 72.44 Cs 110 130 NV N. 1.M H1 - 46.M cry 4 N a wo �4 �L s C�6 -. INV - 66.44 NM a 02.57 INV - 9003 NV OUT. FM - 44.74 6J INV M - 68.67(N*) INV - S1, NV OUT In 118.0 =1 30 0 15 30 40 In INV OUT w $6.82 INV - S6. SE M1 D 0 W 1 CW NOTE: THIS PROPOSAL IS FOR LAND WHICH LIES IN THE 00 67 MY - M. NE RNA - WOO NY N - OLD tro 31104 6 ! a 64 RIM - 7119 NV IN, III - 46.74 NV OUT a 56.0 FLOODPLAIN AND WILL MEET THE REGULATIONS OF THE INV - 66.3 INV N a 467 m 171 N+Y M oMH7 - 46.60 W 6 MY - 67.29 NtM� INV`I 65.67(sr w) INV . 80.72 NiY OUT - 52 0 . ro INVMY OUT. DMH1Or 46.64 INV IN - S2.0 FLOODPLAIN ORDINANCE. >N . ! fnoh 30 M , U J n v M. via goWn � r L BRA Iml sue, . J0.S Blrt Ar+e� ' field,Mrwc�etb 11I I03 . 4137477113w PAX 4137470916 Applicont: Premier Parks &• Stuart Amusement Co f: FORESTED RESTORATION AREA 1623 Main Street °ao°o SHRUB RESTORATION AREA P.O. Box 307 GRASS LAND RESTORATION AREA Agawam, Massachusetts Owner: �'' .• SILT .fENCE/H�4*BALE BARR"IIR ►vrF AN :',��'iUA�. NIGH WATER (#�. 4S') a It �m�e�` Parks �► �� 0-', 1� C�b Nam -¢'f �� 6y t(`� 01 ow a>r gAt4KA _ .. r - ---i —` - ----•--- --__ _ � - ..:� . .. � _ _ �.— • —� �� 6' C O N N E C TI C U T Q 1 I Stuart Amusement Co //ter 1-,r�,.^-ry �.,�.�.�c ./�'" -"-•r... - - �-. Dow --- I \ I V R • J , .� - ' `•rw 'I-� ° \ ��K , � MEAN ANNUAL HIGH WATFR (EL. 46' 1623 Main Street v v g a v•v r v v v . \ - vvdsv•vO,c••v••vvv•vovfv•vvvrvvv V V •v r v v v •• oo O ••o f•r . • •r ° I° �� r SILT F C-E/HAYB kWt BARRIER P.O. Box 30"•, ...• v•-•.•r r•ff•- - , p. k.� v•vv vv•vvr•vov # A 4 jhr• ,' •••fr••r••V•r•• - rr• . ••• • •••••••••-.••• O O O O ' 1w- � 1-..-.. .. ••••v•••••rvvvv rf• s-- �• •• O O �+- � t•v•v••vvv••vvv O O D O 000ao000OaD O v .�.... .•. .•. �:' `•' v•v _ ��`� / �* � •rr••••rf• �:-: •.•. . '.-: _ ::+...:: .•. rrf••rr•.. O y_ r ! r .40P ,�(,� , ' _, ,w�.r...• Agawam, Massachusetts _ � . _ _ •vrrfvvvvrvvvvrvvv •v � � . . _ g , r ^s pvf�viv� •• .•. .�.�. O O O O •v•••v 1, �[M� �• .y `t o LL•• . :�s- �v.•'. .- . r•f O O •a v• ° ° ..ter-"te -r.`� o 7'' r 1 ••vfv• �L._ �•.•.•. O OOOOOOOOOOOOOODO0000 00 00 f r � - '�� tOO _� - . e r. v•••• .•.+. _ W �t ••vr r._ •o a o + +.ertlrsrr t:,rrr• . . .•• ••• f ••.►r��i •r.�• • . .• • • •• •\ nrl� f• •0o q q O Op OpO jrr O • !• '� y I ` Lf.�... '..r.� � '�w •�•�• OO D dQ O '•. '•'•'•' •-t...••-.-r�zli�:a-�-• • 1. RIf�01lMATgM PROVI�� HE!!EM fOlf +� 1 • o o • o D o ° n -Y' o aA� *•• �'r` s>�. ••f. •...f..... p• s+ •' "•. .. . CONDMONS SURVEY WAS COMIPUM 8Y HERITAGE 000000 • 0000 O ODo0O0•- •�• -•. 0000 "�F l��•�.�.�.'._•• .�'• v•• `r •r••v1• .•a••'.•. .•.•. •••.•. •.•.•.•• •.• p ° • O O o o ••d O o O O '/' �� - •.•.• v v O ., •• •r v•v•••• D •• O SURVEYS, INC. Of SOlfTF4WIPTON, t#A55ACHU5ETIS At?b IS v O O O O D vfti I � •••••• •.• ••• •••.• •.• . •.v v• O 4 d°a°o-'.` o° J' O .••• SHOWN ON THEM DRAWING FNTRLED 'rl AN OF LAND MI •.•••.• .'••. D O r• • O d v-vv••v�r O d O O � � '. l/ •� '.• _ ••.••�r i••v • •�• ••• ••• •�•• ••• •'••• ••••• ••••• ••• O - AGAWAM, t,IISSACHUSEI"TS- SURVEYED ►OR PRrW R ~ , O v O •O O ovr•v•v• O b O O V 'f O O •+. ; �. •�. .�. •�.�. .�r�. p p '` •• �+� n P o D o D / ! - p v r•v v�Yv•v v••v '� '.��.��. •'• o -f _ -� PARKS INC. RATED AUGUST 4, I999. \�. • ODO •d�dbpd vd;vv •••• OOODO �� / •+ • , p0 vV" rv•vr. _ .•. 'O O g-ff•••• . v. �.�.• .�. o O O o o• A1 /l' o - t!. 2. PROPOSED SITE LAYOUT OOhICEfT PRdVIdEp W!• slltlCF G ) • ' O jo ¢Oo • v r r•v• O O _ I� •.• •- ••••f-r,� i b a °f e f♦ +s 0. ROBINSON ARCH!?E S !7 �' D DD0 O v•••r• ODOD• 'd'• , ', •- O .,..gVtl p r.f. CTS ON ERTEMPr 7, l9ff. r o••vf••vv .-< OO O O O ni' �`, AIID •4\ •� _ 000 �r••• O -� 'o aye v a O 4 D • Orvvf•••• O O 0-0 ' � � i ' •�• •,� • ♦K vv — �r O •+vry p ' 1 ♦ _ ©O O • .••••..►•• O D O n •-D D o o -� _ ' J dv v v O J. WETIAFIQ LOM WERE DEUNEATED BY VANII W S� _ { '•'�• HANGEN BRUSn-IN INC. AND nELO LOCATED BY HrRITADE �� 1 •v O O •rvr•••vv• O v O• -� • r •• •••• ,� �� i 2� ♦• d•.{ . OpO p rr•v•rf•f• Oo0° ••Od • a ,' •! i `•.'.. .�i. •ri� ••v ! - {y J. f• O ••••••ff•• O 0 vv i•• O O �� •• bp° v•r••r•• pY O '- '00 •• D wr •..` al .'. .�• ••'• °D•r•D•O O v•• v• SURVEYS. INC: DURING Sf PT£MBFR, 1499. � � •v• 000 ••••v• 00010 - • - � 1 � •�. D 00 O O O , 1 ivv d'• O O • ••ff O O O O • .` •� •r O O O O v•v d ' 00 r•v 00000 00 •OO �; ^ _ D v v•v dp'• ° OO O OOODOD0 O ••00 v O - _ •l f •�. �! ••vv • O O O Q 0 O O O O � . .•. ti ^, •.••00 0 0 o D 0°o D 1 •v v v OO r O 1 1 Y x * 1 •�� WVVT•o• O .Fr f ywJ �■ .7 LA- :, •• r 4 �i, v 1 O t Q- 0• OO , �.•• y ° Krf 5 I �� •• o °••• ` f 's 06 00 a � 1 � � . 00 O ,., .yr • �� t S 41 `t 1-10 O O O" +✓"� 1y^r� 0 ' O O O O ~ { . 1 � 0 0 000 200 000' / 'ky MOD • O O -�� — -- `"C` O r _ D.WW d br Drown by Oh**ed by r M �� ! / •/� / n \\ d"9*ss �F h CAD Mi/ro+ra by Sol" Deis ". Ocl*W 4, 1"9 f" Rlvertown Riverside Park �1 1623 Main Street T $4 Ml� 1 1 i c ' V J hstewA far Sift plo Appmvd & No6m Of �^4 lttls - Riverfront Restoration J J • -1 J J ,� Drel�lrq NnrMsr L Of 00 0 30 m 120 240 JAM L v F IMA 1 NOTE: THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND WILL V '' of Na..31 at t>N 7 ,! . MEET THE REGULATIONS OF THE FLOODPLAIN ORDINANCE. ( IN FEET i 1 inch •• 80 !t. 1 L prop"! *Ruhr 1p n O&M.00 `v UU" j c� f von=" Inc. -- .11-- oll• tmid DevdopmW NOTES: NOTES: 1, ALL SECTIONS SHALL BE DESIGNED FOR 24' dA. 1. ALL SECTIONS SHALL BE DES"" FOR I( MS-20 LOADING. r ACCESS' HS-20 LQAOING. A�eor �prtsdAeid,liltw 1 its 011(d 2. PROVIDE 'V- KNOCKOUTS FOR PIPES WITH N — -�-- , , , 2. COPOLYMER MANHOLE STEPS SHALL BE 413 747 7113•FAX 413 747 0916 2" MAX. CLEARANCE TO C.)TSIDE OF PIPE. INSTALLED AT 12" O.C. FOR THE FULL MORTAR ALL PIPE CONNECTIONS. -- PA. i DEPTH OF THE STRUCTURE. 3. JOINT SEALANT BETWEEN PRECAST SECTIONS �1- —r� 3. PROVIDE '1r KNOCKOUTS FOR PIPES MINI SHALL BE PREFORMED BUM RUBBER. 2' MAX. CLEARANCE TO OUTSIDE OF PIPE. ApptlCont: MORTAR ALL PIPE CONNECTIONS. 4, BE SE BASIN FRAME AND GRATE SHALL 1131LS Parks ai ��rT~� �=Tf gE SET IN FULI MORTA#2 BED. ADJUST 4. JOINT SEALANT �TWEEN PRECAST SECTIONS �p�X �� TO GRADE MATH CLAY BRICK AND FINISH SHALL BE PREFORMED BUTYL RUBBER. OF ENERGY 4R OIA. MIN. MG�R i AR (2 BRICK COURSES TYPICALLY, �A�___ --! I DISSIPATION r LLL�� Stuart Amusement Company (MIN-). 5 BRICK COURSES MAXIMUM) �� AC §f S. OR" MANHOLE FRAME AND COVER _ _ - ACCE� SHALL BE SET IN FULL MORTAR BED. }�.�� ALTERNATE, SLAB ADJUST TO GRADE WITH CLAY BRICK AND 623 M$111 S 1LJ LVt [t4e' -- MORTAR (2 BRICK COURSES TYPICALLY, FINISH GRADE NOTE 5. S BRICK COURSES MAXIMUM) SAFfTY SARIS)S' 24' a" 0 6 REBARRTAR HOIRIZOHED Yr �. -- -1 P.O. Box 307 , m9' - 1 BAR SEE NOTE 4- F ; 24' - 1BARSTD3Q' _ T BARS , , „ �, Agawam, Massachusetts NOTE 2. 36' - 2 BARS BE SEt LEVEL_ WITH FLARED ENE}, SEE NOTE 4. 48' - 3 BARS �NOTE: SAFETY WHERE INDICATEDkINVERT ELEVATION 0 ' SHELF TO BE CONCRETE ON PLANS. (TYPICAL} Owner:4a' DIA�MIN A� FORMED AT A SLOPE OF •y.�- SEE NOTE 3 �W DI MIN. 1' PER Fool (FOR PIPE EQ. E0 Premier Parks v SIZES 1a' AND LARGER) PRECAST FLARED END SECTION _�---u----- OUTLET Q HOOD ___ -- - OUTLET ,T-_ _ i Stuart Amusement Company .� SLOPE 1:1 MAXIMUM T �� DIA. - RIPRAP STONE PROTECTION (SEE TABLE) 1623 Main Street la VARIES W iY u tX�� INVERT _. '`-�- _ �VARIES �� _ _ I � . VARIES 1 _ P.O. Box 307 MAC - - IL 12' COMPACTED m ( ) FAB e. _ FABRIC Agawam, Massachusetts ° 0 0 ° 8 ° �r • p Cb;' BEDDING (2" STONE) U GRAVEL A. o o°'� 3: °(b " B COMPACTED .' 6' CRUSHED STONE E O v O� O 0, S O SUBGRADE { _COMPACTED 0 0 0 0 o o r i 12' I ) I ! ENERGY DMWAT10N m SUBGRADE .11A NOTES:wommv `• i CEMENT CONCRETE INVERT . -12" COMPACTED 1, ND CONDITIONS ISU PROVIDED OER IL FOR 111 E%ISTNrO °° (1,. CSOURRVEYSS, INC., OF WAS 5(TMA APTON, MASSAClR"ETTS AND IS v GRAVEL SHOWN ON THEIR ORAVAW, CN?ITI.FD 'PLAN (Y IANii t><I 0 (l n AGAWAM. MASSArH1,;FTTS 51 ii ^�E'rf a fey {5I s I1R9f r! 0 °n > �� rS� Q U r , {„ COMPACTED ° ;�°.at•..:+".-+.-.•�i-...' J.' " • SUBGRADE PARKS, INC. DATED AUGUST 4, 19". catch Baste (CB) With Hood 3/99 Drain Manhole 3/99 Flaked Eed Sedim With PrO�beCtiOs 2. ROBINSPROPOON SITE TECTSLAYM CONCEPT SERPRO 7. D eY eRuc� 3/99 D. ROBINSON ARCHR'ECTS ON 5EP'1'EM9ER 7, 11111119 N.T.S. LD-101 N.T.S. LD-115 N.T.S. REV LS_134 3. NIMAND LIMITS WERE DEL04VATED BY VAN ASX MANGEN, BRUSnM. NC. AND FIELD LOCATED BY HFWtACE SURVEYS, INC. DURING SEPTFMBER, 1999 i 0 NOTES: DISTANCE VARIES SEE DRAINAGE PLANS 20" 1, TRENCH DRAIN SHALL BE HEAVY DUTY TYPE _-- - .... DESIGNED FOR HS-20 LOADING. TRENCH DRAIN CATCHBASIN �-r A 2. CONCRETE SHALL BE COMPRESSIVE co I STRENGTH 4000 PSI, TYPE I1 CEMENT. i r i I 3. TRENCH DRAIN GRATE SHALL MEET 0; IIIJ U AMERICANS MRTH DISABILITY (ADA) 1 l REGULATIONS. A nee. ELM Q Doolpned by Drawn by Chgf1bwd by VARIES CAD 0+dad eq Approw♦d by GALVANIZED STEEL GRATE SOOM N.T.S. D°e' Oclobw4o 1999 SEE DRAINAGE PLANS STANDARD (20'W) Propet n"s --I--- ---.------ _ GRASS AREA _ _ I FOR RIM ELEV. ILL CATCH BASIN COMPATABLE SHOULDER (VARIES) - -�-- SHOULDER j `�CONCRETE WITH TRENCH DRAIN VARIES VARIES -If Bu1�PER SYSTEM I~ (7' IF--, Ir _1>z P ET' SEE DRAINAGE PLANS Riverside Park t / ' i I END { FOR PIPE SIZE. LOCATION CAP N€ AND INVERT ELEVATION VARIES �'?- •• WETLAND SEED MIXTURE' zj-; SEE PAVEMENT SECTION 1623 Main Street (p e8onLEANGLE FRAME SYSTEM LOAM' (SEE STILE FILTECATK FABRIC -� � >:;��)�� ACO DRAIN SYSTEM SURFACE TREATMENT Iswrwd fo► (SEE SPECIFlCATKMdS) �^ �::� _.!_� ce �� SAND �%,� (OR APPROVED EQUAL) VARIES Pin F. CONTROL Sift BLANIKUT COMPACTED SUBGRADE V'010(1 �o(� Notice of Intent1 2' WASHED STONE PERFORATED PIP£ -/ 6 6 6 ICON 0 0005 O (SLOPE TO DRAIN) ° °p(� °• ,� qpQ°�Do,-,0� Drnwlnp TWO O ° 0 °� `'V n , o — ��-- , wo. CAST-IN-PLACE 42. o90 cx�p a. CONCRETE (SEE NOTE 2) n n a r�0 ° ` Y]etatls O o eTo o ° Do o GRAVEL BASE C� j o n �o °p COMPACTED a{ ,�aaO tio�� po� 0 SUBGRADE o I -C710N A—A Droring Mwnbor BtaQltratlao Sw>t!e 3/g Trench Drain (1;yp") a to a N.T.S. LD-174 N.T.S. LD_ 90 ;, MDA , Nb.sTtM "t of / ftoN2".00 }�c1 Nun+Mr �..rwrrr J r , 1Vwwne Hangex Br .4tH�, Inc. R 71, � lb9hommomm SW art Oo1 a*w Avow --HARDWOOD STAKES -HARDWOOD STAKES Spelleid, Ot i09HARDWOOD STAKES '147�26 OR DEADMAN (TYP.) OR DEADMAN (TYP.) HARDWOOD DEADMAN (TYP.) 413 747 7113•FAX 413 TREE PIT TREE PIT TREE PIT W INCH AMETER BLACK REINFORCED ROOT BALL ROOT BALL RUBBER HOSE ROOT BALL - Applicant: -GUY WIRE -- ✓,' �r 1/2 INCH DIAMETER BLACK REINFORCED RUBBER GUY "RE GUY WIRE GUYIMRE- SEE GUYING SCHEDULE Premier Villlet �� C/ HOSE (ABOVE FIRST BRANCH) 1/2 illl AMETER ��ACK R to ORCED � ROOT FLA!!E SHALL 9E SET Y 1._ MAK lI THREE STRANDS OF 010 GAUGE ELAH RURRFR HO%r ' - Stuart Amusement Company 1 ABOVE YHE ESTABLISHED nNIM D TWISTED CALVANI7.ED STEEL MARE PLANTING GRADE. ELY T OOTBALLBED IOIE. TRANSITION SLOPE 2'92'x8' HARDWOOD STAKE THREE STRANDS OF 11110 GAUGE 1623 Main Street TWISTED GALVANIZED STEEL WIRE _ (3 STAKES PER TREE) e�eel 'I 3' PINE BARK MULCH. DO NOT P.O. Box 347 / TIGHTEN AS SHOWN. PLACE MULCH WITHIN 3' OF TRUNIK. - = Ab��rraw Massachusetts �_ SLOPE TO FORM 3 HK,4t SAUCER. �� - TREE SHALL BE SET PLUMB. , -TRUNK FLARE SHALL BE SET 2" AFTER SETTLEMENT 1- ~ ABOVE THE ESTABLISHED a _ FINISHED GRADE. -- TRUNK FLARE SHALL BE SET a• 3-�1 ` rX2' HARVINOOD STAKE OR DEADMAN Owner. 2' ABOVE THE ESTABLISHED I (3 GUYS PER TREE). TIGHTEN AS SHOM. Parks FINISHED GRADE. SIT ROOTBALL 1 LOCATE TWO OF THE THREE GUYS ON Premier ar .c 7 DIRECTLY ON UNDISTURBED SOIL. 3' PINE BARK MULCH. DO NOT THE UPHILL SIDE OF THE TREE. i 3' PINE BARK MULCH, PLACE MULCH WITHIN 3' OF TRUNK. ' - DO NOT PLACE MULCH �� Stuart Amusement Com an .� PLANTMiG WITHIN 3' OF TRUNK. SLOPE TO FORM 3" HIGH SAUCER. — ` TRANSITION SLOPE 1623 Main Street eet - _~ - �f _ - -`� `_ � '�.�• , a� - SLOPE TO FORM 3' HIGH Sn J^t R. 2"X2" HARDWOOD STAKE :T. .` _ �: OR DEADMAN UNTIE AND CUT AWAY BURLAP ,� 3• (3 STAKES PER TREE) � IF SYNTHETOM 1/3 IC WRAP I ROOT S USED.LL )� 4" LOAM AND P.O. Box �� / TIGHTEN AS SHOWN. / REMOVE COMPLETELY. QED °� SOD Agawam Massachusetts PLANT BACKflLI MIXTURE. GUVW SCHEDtX.E EXISTING SUBGRADE. BACKf1LL MIXTURE. DESI(;ti SLOPE UNTIE AND CUT AWAY BURLAP OR COMPACTED SUBGRADE. _ ! }. UNTIE AND CUT AWAY BURLAP� �. FROM 1/3 OF ROOT BALL (MIN); �j. !.•/'/ } -- \�/ /\ / TREE CALIPER 4"-6' d'-B" 8"-10' 10"-12' I FROM 1/3 OF ROOT BALL (MIN); �ti • r ��i IF SYNTHETIC WRAP 1S USED. TURNS=E 5/16'x S/le". �, PUNT SACKFILL SON FILL IF SYNTHETIC WRAP 15 USED. ��`,�y �� REMOVE COMPLETELY. (GALVANIZED) h1/2" 4-1/Y 3 1lrAr MIXTURE— ri�� l� .� REMOVE COMPLETELY. ` ��\� i �y<�r,` ;r: --SIT ROOTBALL DIRECTLY ON N01ES �\ �\" / GUYS REWD. 3 3 4 4 ' Si1Rf;RAnF �� _ UNDISTURBED SOIL 1MRE CABIf 1/a'dA 3/le'dA. 1/4"dA. 6/1�'DIA TCONOIT*N`S SURVEY WASAS Me"OOMPILED BY HFRITAGE EXMTtNG OR COMPACTED DEADMEH A81 4 dA. a 01A. e' DI A. 10' dA. W/R SUItvM INC. OF SOLMVMPTON, MASSAc'+ai1SETT>) AND IS HOLE - THREE TIUFS ROOTBALL DIAMETER, �! HOLE - THREE TIMES ROOTBALL DIAMETER SUPGRADE SWVN ON THEIR DRAW* FNT r FD "P1.k'k OF LAND IN WITH SLOPED SIDES WITH SLOPED SIDES DE ADMAN LENGTH 24- DIA. 24- 01A. 3!' DiA. 48' DIA. AGAVIAM, MASSACHUSFTfS" SURVE frD F11It fWLV R r PARKS. INC. DATED AUGUST 4. 19". 2. PROPOSED SIB 1~ OW CEPT PROV" /+f ' �`l"' a (For� Under 4tr• r�p..rl 3/" Erma Tree Pbmdng 3�99 1� Qa� D. ROMNSMWMA40 ARCMITTS TECTS ON SEP7EMBER 1. 1994. ��YY��/ � 3. WE'RMID LIMITS MIE1l1E DELINEr1rED NY VANASSE. LD_602 N.T.S. Lp_604 N.T.S. - HAI GE1J. BRUSTLN, INC. AND FIELD LOCATFO BY Hf"Aflt SURVEYS. INC, DURING SEPTT)ARTR, 1999 1'x 1'x 4' WOOD STAKE a OR APPRtOVED EQUAL 1"x t'x 3' WOOD STAKE. t/t'x 3' REINFORCING STEEL f SILT FENCE - OR APPROVED EQUAL.j STAKES (2 PER BALE) BALED HAY b by Drown by Ch4.*od by 3 OR STRAW ■ ti i i — CAD d4wh•d by App-ad by WORK '" ! FILTER AREA 1 !od• N.T.S. • ticWW 4ti 19" FABRIC PLANT 1 I ABOVE y, I PA NCH STAKED BALES Rivertown SURROUNDING GROUND .... ....:.... :. :. :.: :: :rr..:: FLOW �^. �/ � �-:• A / PROTECTED �. r:�:----'�:��•�.;;'• • I Riverside Park I � � Il / ata AREA .P.l.�"11AE'W 3" PINE BARK MULCH. 00 NOT ' , ' ><xS WOOD STAKE. 1623 Main Street • „:.^° COVER STEMS OR TRUNK. r � ' + �-- SET 4 INTO (WETLAND) 12'x3' RE1NFaRGNG STEEL - UNTIE AND GUT AWAY BURLAP "J� CATCH BASIN 1 FROM 1/3 OF ROOT BALL (MIN), TOP OF I '� ,I, GRATE GROUND OR APPROVED EQUAL ^1< IF SYNTHETIC WRAP IS USED. '` t''+ REMOVE COMPLETELY. GROUND / ' MadsilC�lLlaCt;S r llFILTER }�: + i FABRIC I=U*d fa U ` �r - SLOPE TO FORM SAUCER. 4 4" EMBEDMENT • v;f ' /r EMBEDMENT' Site r>tnu PLANT BACKFtLL MIXTURE. (MIN.) -- - e' (MIN.) 4" EMBED AplPM41 L (MN.} Notice I ft e' (MIN.) � 1' (MIN.) � its* EXISTING OR COMPACTED SE SUBGRADE ��CTiOiM VIEW'-- HOLE - THREE TIMES ROOTBALL DIAMETER- A NOTES: WITH SLOPED SIDES WOOD STAKE 1. ENCLOSE STRUWI;TURE Wf1H HAYBALES IMMEDIATELY AFTER CATCH SASM CONSTRLOC7dV. JOINT DETAIL MAINTAIN UNTIL PAVMO BINDER COURSE IS CCUPLETE OR A PERMANENT STAND OF PLACE d" OF FABRIC HAS BEEN ESTABLISHED. �s _ . ALONG TRENCH AWAY 2. IF GRATE IS AGAINST DGSTMIG CURB THEN HAYWALES ARE TO PLACED AROUND FROM PROTECTED AREA THREE SIDES OF GRATE ONLY. LOOSEN ROOTS AT THE OUTER BACKFILL AND TAMP NOTE: IN�1E 3. N STAKES MUST BE DRIVEN INTO PAVEMENT T1•IE CONTRACTOR SHALL USE EDGE OF ROOTBALL Of PUT ONE HAYBALE PERPENDICULAR REINFORCING STEEL STAKES OR DRILL HOLES. CONTAINER GROWN SHRUBS. ALONG HAYBALE BARRIER (100' Q.C.) 4. ORATE TO BE PLACED OVER FILTER FABRRC. Drowinq 1 k+^1b•r 6. BALES SHALL BE NVSPECTED PER1001CALLY AND AFTER ALL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMIED PROMPTLY AS NEEDED. Shrub Planting 3/99 SUtTence H.aybele Barrier 3/99 Cafth Bfdn Seftneft Tr" aM ,<1t of =9 .AAAAf=B N.T.S. LD_600 N.T.S. LD_673 FUbI�L N.T.S. LD-654 . CML ' Prel•et Nuenb�r Ob229.00 = i k i ram,- 4 I Vanasse Ilangen Brustlin, Inc. Transportation Land Development \65 Eanvirmnmental Services d\�a \� ,�•� ds� ,�y�� IEMI MOM li1�l�t7ER al.� \6\ d'��ry �o� \a, Eby 166 �b� +;b v° \ d m \-b% rt °d �•�r d\y9 \d' °� _.�-�� i�`� \ °� �� ,�`� �� C 0 N N E C TI C U T 505 East Columbus Avenue �. , _ . �.. .--- _ RIVE R �• --�� - ----.- - ~ " ~ -- �� el Massachusetts 01105 LOW - d r1 — _ - . . -� _ I x n r — -'=- �=�— — `_ - r r _ a ^� d �� -� X� ~ - -- _.._. _ _ �_� :� -_-� p ,r'� — �\ ~`�\ 4 Ah��x NIGH IwtTot pa.,.� 413 747 7113 FAX 413 747 W16 TeX.► Ln - - -^-'X� •--q rii, y� ail ,�'�\ ,% '0 \^9 Lq .� _ ♦ \ , 40 m � av .. of 1 X ��.._ i° � .° _ •y e� y Xa X X x J1 "' — °- __ ``.V_.1 _ _ �! �_— --Y — ----_ ---- Applicant: Xr�i v�i 1O �'-��-� _ ` 11r 'r7 r` ao M �+ ~1 _ .'_".�-. _ ` ��-y _4 X _ _ (� _._ x N 'Q 1��- `� _Q x u, x X x - - er s" - _ �= � -W - -`- _; -� _ -� —� - prernler Parks & r gyp,f n a ' x ' O ' ` .\ T n n x o^�,.�.�_-- w- — •-..� `�- = ..n�=- A� - x0 ci X ry�� y� - x p - �x : - L�-_ �� ,� •� FUVErORM ,tom, x n� Stuart Amusement Company x �VV w�rGR •. p ❑ - N �� ^ � �� I'11'L!{ r11.uvriN\T •. /l,.-� www N.X N AND l OG �IJFFER ZONE �J l� c+`J / /// -� __ =b N N 107 MIE7t RIVE1iFR X ~�' �'^ ��II+�I�f� \ ° n Xvr n • X N n o, r X 1 / -_J// u m h X n n n X h x X 1 62 s� 1 _� - Xr \ .. —`_X _ X x a x 3 Main Street N _,�- \ ��-�'�� ri X \ ��q' � a .rp x _' �.- ��-'_.'-- / m X ` ;�\ ',` �__-_.�' ry w.e r p �_ Xr` rri _ n x .� n n b ' x n f- 1 u� wl X �} ut � n n n X J x ---- r P.O. Sox 307 (rK I �� N % x ��l, x _'.r � x % x� x • • u, • N \_ • � �at , /l � _,x +� °0 ,n 1 1 x n - �✓-/�� 5 �:'='-- � r n � '= - � �.,,� �W�� ,� AWAM\ /—` Agawam Massachusetts n l � % �1 i.o �� - :._,_: nx � X �x �xm x jf EW f2 SEMENT � 1 ri ` X n 1 n �r i,..VS ! / 4.� f ..�_ �� r n ^ nx \ n 1 x ` w Xu x i n fl x x 41 x ' n - I '..- ^ a X r 1 W f / C n 1 r X ~ I II f-. ' •� f 1\ i �X X X OXr O X ° O n \ x ° / kr / ,.....rr...•.,.+a `- -�' x O r x Owner: IX . aau♦i X • 'Ik+ �!'r f,� t ~ Icy° , 1` \ {JN ��\\ N d WI~ X �1r�° %� n //Nx �OnX _0 x I e3 ✓/n +1 I IIx�� ` \n\\�`'. \�f_. `� s\\ \\��\� ```/ Xna'--� rn x O X O na naN u^y � n O Ox» » ° rNnx, ` � !1 X \ r' x O X O \ Q" Premier P 4 rks & I °X � �X r � ,o ri OX X I X O O x . ° ^ O Q. 06 _%x ° ° Stuart Amusemen t "ke Comp any� %k x O U)W ° X QXx° � 1623 Main Street Q Q ° O X O X � n �. LO ° ° O D pO ° O n (x O Ltji P.O. Box 307 X 1 X r O O N O n D^ Z n X O O O O -ZW mO X X 0Lri ° ° ° Agawam Massachusetts 0 m m O O °X O " O O X Nx dax XX X 04 a O O 'n M X 0- x X ax p x NOTES: 04 xr' x m Ni 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING g . 1 I�� x ,t — $ �� _:�\ �� n rn. X © 1 '�-� Z � n CONDITIONS SURVEY WAS COMPILED BY HERITAGE x t x� x �` \ Ig ° x F Q Q W W Q x SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS �I Q �� N_ a •� "fit ° �};� ® ri x x mX uni x n x X a t,3 Q SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN Q ri .w •�' 1.�\ 12 n d,.rFr e' n X W � X� - xo ` x n s. W O Q O J AGAWAM, MASSACHUSETTS- SURVEYED FOR PREMIER _ 1 x wi °x 1 �y� )�� $ ,1-cry ^ _ wi vo U W O rl) PARKS, INC. DATED AUGUST 4, 1999. l �,�c m n x ^x - - r X n X 1 �L1,SC n 4 .�f= ^ X -- Z - o O 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT ` ~ _ 9' _ O d 7 X �►X 8 ri ^ `° °' aZ -J J O n O x� X �� x o ^ a a ---,��.Qrxfn� ^ ,;,,.x © X �- x ®® ® n .a �m�1 �,- a a Y m X INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. g `, n.. Lri x X nx rr x ' X+ m " Xto n ri \ 4XL --� n n P 4bXn X x X / P-D p Z 3. WETLAND LIMITS WERE DELINEATED BY VANASSE, N O a ,+ ` �..- X f m l _`�` �/ m g _� HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE C3 \E3 © o a /i x Q/ x �� SURVEYS, INC. DURING SEPTEMBER, 1999. ,• \ c� ro /y�r ry ui \ / X ui ' x °°/ °° � /" t; %,/' r�� Xm , a ° X mx X o x �, I a ^� x n �, x� X �� 4, RIVERFRONT A- iS AND 100' BUFFER ZONE WERE 1 ;z a X m X \ r n �I �� PROVIDED BY VA[ SE HANGEN BRUSTLIN, INC. l .� —•+r�^ �.�r� / / b o a r �_ \ X ^ ^ I ° uix n �% = r ^ i ��'°�tO^° O p xp,.fr X a X n ox x 4% .. e i _ xn X � n Xn Xn h ^ x a of X / / � y ..� m © x� r �x Xrix ao . •' ? .,i X rti n x X 1 ,� X X K / ! m m nX m ` xm 1 X O f - ` X mX n Of X n 16 X X 10 In I n O X n ^ X °�� d�/ p•i j0 r x '^° `r / X X o 0. x n n 0Xri n N x n ro �. ®X- \ u�i J `� x x h X - ,� - nX ` OX �O ri a O X m 1 © ,s• ..ror roN++w x 5+S' X rn Xh 7 n 1; L �l / vl [1 n xui X X X \ eQ° In n mx 0 1 X _ u^i Y n „fi r eo x ,n v� a x x • h X x n ° ri `- ` N ai X - x r of` - �� x g m C .-�__X rn• m X J K Go �n Go COD N co /�✓50� I a a Xuni xnl� 'f �[ lcJ/ nX xn m O n xui r. in t= Csf m �� \� y w a . X h n N n Onf rl q ` O X n X fO �'7� x O x ui �x • x a X ® 'rn"' T` �f X ~. �• X Xn 0- O O ® ..nee�s.�n r® �� ^X �© F�I x O X /,y, r r+ x \ o rn < m Qq ✓nhA _,� x C x rax o r % m No. Revision Date ppvd. X +.,�•,�w�er� .^ o �r �..,r•v,e r,.es / n �; n m X X A r, o + ni 6 rwc,�.r x00 oM X x X W X Designed by Drawn by Chocked by n O � ^ � ry' n n L ra n ^ j z ° �o X^° a s ^ x a, ^ x n x �x W X ~-� a >- CAD checked by Approved by O C n t*s x n ao X X / Z `\ i � N m dXr s'rc / vi r � Q ° 8 m n �� u, �� e �nx ��j \ X \Q Q x Scale „- , Date ® D �a d � 4- a,� o -- X X r� �� X 1 -60 December 3, 1999 \ ^X x n X g fp s / n ,p o n x n r. y. !- 0 u�o ri as ri ^ ^x '`` xo +^ri n �+ m ? ax �-�-.� �- x� i ` crV Project Title n ui X U n I� ^ 8 s ry n x X nno r X �' �� X - a v�\ Q v? x X - �- o X X -_ o c� ,, n W Rivertown X n 8 n a od° 8 O n Ll ^ q $ ° cvc O X X ( W o N X X O X X X X mCD .------_ n x X r, � c4 �� mx v x co X • • \\\JJ �x X I�verside Park p mx I 1623 Main Street 1 Agawam, Massachusetts Issued for cons 1'uct1UII f i1 I Drawing Title SURVEYORS NOTES: I 1 j 1. BOUNDARY LINE INFORMATION SHOWN HEREON IS BASED UPON 6. UTILITY INFORMATION SHOWN IN MAIN STREET IS BASED UPON PLANS I PLANS PREPARED FOR PREMIER PARKS, INC. BY DURKEE WHITE PROVIDED BY THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. TOWNE & CHAPDELAINE, DATED JANUARY 28, 1997. THE SECTION FROM THE NEW PEDESTRIAN BRIDGE TO AN AREA APPROXIMATELY 1000' NORTH WAS SUPPLEMENTED BY FIELD SURVEY. Existing Conditions 2. AERIAL PHOTOGRAMMETRY IS BASED UPON PHOTOGRAPHS TAKEN 7. ROAD SIDELINE BOUNDARIES NORTH OF RIVERSIDE PARK ARE BASED MARCH 26, 1999, BY COL-EAST, INC., CONTROL SURVEY BY UPON PLANS PROVIDED BY THE TOWN OF AGAWAM ENGINEERING DEPARTMENT, HERITAGE SURVEYS, INC., IN APRIL, 1999, AND MAPPING AND ARE NOT THE RESULT OF A FIELD SURVEY. PERFORMED BY COL-EAST, INC. 8. UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON NOTES: Drawing Number 3. THE HORIZONTAL CONTROL SYSTEM USED IS MASSACHUSETTS STATE SURFACE FEATURES AS LOCATED BY SURVEY AND AVAILABLE RECORD THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN GRAPHIC SCALE 1,0-X Aaq PLANE COORDINATE SYSTEM. THE VERTICAL CONTROL IS BASED UPON DATA, AND ARE APPROXIMATE. ACTUAL LOCATIONS SHOULD BE VERIFIED AND WILL MEET THE REGULATIONS OF THE TOWN OF AGAWAM °��``N °I "''y',-+''� THE USGS SYSTEM. WITH THE APPROPRIATE UTILITY COMPANY AND/OR MUNICIPAL DEPARTMENT eo o so so izo sea F ig BRUCE ti PRIOR TO FINAL DESIGN ANDIOR CONSTRUCTION. ZONING BY--LAW FLOODPLAIN ORDINANCE. _� A. C-2 e CoomoS c� n 4. ALL UTILITY INFORMATION WITHIN RIVERSIDE PARK IS BASED 9. THE MAPPING WITHIN THE "RACE TRACK AREA" IS BASED UPON DISPOSAL OF ALL DEMOLISHED ITEMS TO BE IN ACCORDANCE ( IN FEET ) o� No.27814 t? I Sheet of UPON FIELD SURVEY AND COMPILATION BY DICARA LAND SURVEYING AFRIAI. MAPPING, SUPPI-FMF-NTFD BY FIELD SURVEY WORK PERFORMED BY WITH ALL FEDERAL STATE AND LOCAL CODES AND t inch = 80 it ?`�rrg� ?; << 2 18 �;L1�1ICC.� OF W(N IFI� Cl-. 1•`�r�n,i1 yririi='�+ 01=-'ArcA IAND SURVEYING SFRVICES. REGULATIONS. r/ �1� (�7 J ProiPct Nun,t,,r 06229.00 THE 7fNESSEE GAS EASEMENT INFORMATION PROVIDED ON ]FIIS FLAN /�(V— 7 NEW DROP TOWERS NEW DROP TOWERS SIN I I f O ELEV � EXISTING DROP TOWER 185lit { 1 RIDE SITE PLAN 1/16"= F-0" EXISTING DROP TOWER l y DROP TOWER LOCATION— (SEE ENLARGED RIDE SITE PLAN ABOVE) oei JAI RIDE ELEVATION ,99� 0 5 10 20 30 40 �`�� i a e 1116"= 1'-0" `. o a 0 U KEY PLAN PROPOSED CAPACITY ADDITION TO ' EXISTING DROP TOWER J B_R U:C::r+r-v D.- RIVERSIDE PARK CONCEPT AUGUST T28 1999 G S ��i� AI.. r I li ►1 � � 1 ❑ ❑ ❑ ❑ � 4 �no a ❑ � a ❑ a a ❑ �o ELEV O O � 00 a a a RIDE PLAN 1/16"= 1'-W PROPOSED STEEL COASTER STEEL COASTER LOCATION- (SEE ENLARGED RIDE PLAN ABOVE) 134'-G" U 4 - G e p 0 = o A� � • 04 a au ti~ P a OQ o O Q J 1 V KEY PLAN ff m --- --- RIDE ELEVATION --- PROPOSED RIDE REPLACEMENT 1/16"=V-0'r 0 5 10 20 40 STEEL COASTER RIVERSIDE PARK o CONCEPT 2000 AUGUST 28, 1999 RITITIMILl't RX Q911? • New Enaland's New 5unarPark • ❑ a ❑ ° a ❑ ° o � o p4 0 ° o 0 0 o° O 0 0 O 7ELV 00 00 0 o � 0 � o 0 RIDE PLAN r PROPOSED STEEL COASTER STEEL COASTER LOCATION- (SEE ENLARGED RIDE PLAN ABOVE) 1341-6 1 1 O \ � 0 n Q Q 0 - v \ r O --------------- cr 1 t \ I � KEY PLAN RIDE ELEVATION PROPOSED RIDE REPLACEMENT 1/16"- 1,-0" ° 5 10 20 w i STEEL COASTER -�- CONCEPT 2000 - RIVERSIDE PARK AUGUST 2€3, 1999 THERE 99113 • New England's New SuperPark • NEW DROP TOWERS } NEW DROP TOWERS lit' O ' ELEV i EXISTING DROP TOWER 185' RIDE SITE PLAN EXISTING DROP TOWER l r , DROP TOWER LOCATION- ` (SEE ENLARGED RIDE SITE PLAN ABOVE) Ck 4e. f� rater� H ilk III I O ` RIDE ELEVATION 0 5 10 20 30 40 o b s � • � 4 0 0 0 Q KEY PLAN PROPOSED CAPACITY ADDITION TO EXISTING DROP TOWER RIVERSIDE PARK CONCEPT 2000 AUGUST 28, 1999 Np.w FnnlnnA'e Naw S,1ncrDnr4 • _ PRa�os�a r �.......,.. PROPOF ACE AND SILT FENCE/HAYBALE BARRIER PROPOSED ELEVATED �,�..s t---_� �� `"`'•� TELEPHONE [ / ""-" '� *^ " D fb BE DETERMINED"�Y --....,,� WALKWAY SEE ARCHITECTS �,,,�..... ��'^� ,�'" ��'-"`� Y N AN fOWNER. �,,•�.,, •......,...R .„.•.,",� .,,,.•�,,�,, DRAWINGS . ...,,,�• ....,�.-..- .- "•- ---�-M--• ... �� 1-~, �.. -,....MMI- ,. . ..F•..r..... .wx"o-o"M ---�� ,."..'... 10 „+r". !' Y P' min I -. .......r' - _ 4 J'r' � _ - �� , � �' A r •--�5� ,P' _,� ,^� 1�„Y�YY ..-J"�'C :e °:i ,b' '� Y ,.r .. rr"we."� "" �" wr" f F� "� �` +r +r � �� 7 -� �� - SURVEY - r+ �` �i�wti ws � �� _ u `} - \ � s 1 r � •..• � -%ft �Y . � .+ 1J� _ ° STATION•#$ �.�� 0 .h *o� ' '.. � a� �,: ' �� r F '" """' �.......-ter _ _� -_ _- ... - PROPOSED RETAINING WALL • '' •.••. I ,1-'�_ A,..A�'t�,. � 0 � � art; r o 4e �� ' - - CAPE COD BERM ON ouF SEE NOTE BELOW SURVEY- e �� 1``` I /' • STATION #9 -- e �� ti _ h 5U L-J`-'L-,`, SURVEY �.� A �-- SUR HIGH SIDE OF ROAD ti• n` r 0 I. ST •� STATION 7 VMH 2.. �� - :. �•�/ HVM / - - - Vanasse Ha n B st�. 4 FT H l� Inc. I n_ .. . .. r-�� s : ne SURVEY ! p o .. 5U Y i i_ fl1'15 4 W_: •Op .. .. ...... . a r N 1-- 0 O . . . _ 1 .x G. { x�. 5TAT10N h i- ---- a 5T N 10 R 4 15U �W- #i .. , ,.. ay _ .1. . . b0 77 3 .. rrs 32 . .-L 42 �� I... % _ i$TT . .. 5 R Y : U VE .. ... ._ ,. OII ..... _. o _... \__ } .. TiAFf Z..: C . _ STATION 5 ,TIE R _ I' E P SED �, B �{N _ - r R Land Development (FENCING O EANOUT E ISTING FE E ��'� _ " " UI T RQ N PROP_Q S��ED ETAININts- _ _- - - - ,�+, 1. p� --- ]Environmental Services n r ©Nil { /�' : ".-. FES4- r " M07 M08 M09 a B ' �r.WALC E N BELOW f _� -� ,�` D P89 P90 P91 P92 P93 P94 COASTER UNLOADING AREA s B05L - ,, +qti M06 u BD�L ! i --' f�� i PROP{CSED 1 JMINOIIS PROPOSED BUILDI G SEE 505 East Columbus Avenue `` P99 B0f l U3L �` - BO$L FES3 B09L :08� ._810L B11L_ �I2 .,CONCR ACCE RD ARCHITECTURAL D G5 Springfield,Massachusetts 01105 B02V F::�= _ 817E 8f 8t Bi 9l 413 747 7113 •FAX 413 747 0916 B2DL x x x Q03 ■Q02 ■ 1. B02H B03 1304R - r7:7_ B16L . ,� --_]B01R 822E 823E E `� 0 ._ -'= �" BD6R B07R B11R 12R B1 B14R 815R : 816R \�{• It t- .: �I .: Q11 Q10 Q09 QD9 Q07 Qpg -' `' r� BD$R B09R B1DR MD4 Q04 - ,1*. _�04= G02 1 F31 x �1\ . �_ X e B-'`" , 1R_1 , ,. - F32V �-- -- _ �� X `` 'B17R 18R 1 x B22R B23R Applicant: 8 9R 820R ;- H16 �' _.. F3o Premier Parks & D3 '�, \. H14L x H15 H17 k � } "' _ = F f J7 `` F�6 F25 F24 F23H F23V 1a 2 F21 LvI,+H H14R - - F7fU T S7AND ! r 19 Fi$ F17 Fi6H Fit H13 . r �_ ,: M ' H13R '1�ROPOSED �V TED ,.� A _ H Stuart Amusement Company , � p Y L _ x WALKWAY S E''ARGHITEC �. E $ p € -~ �_ O D WINGS 4 _ AfADE \ . I MO •.. u' .l'.. _ I _ 1623 Main Street d H12L H19 FEs15 H _� B ' 12R _ � � a H MH DM s K f ��" G08 D 9 BEGIN CAPE C 1 . f: G _. � asR CONCRETE :' : BERM CURBING IP P.O. BOX 307 - -- T . CB8 PAVEMENTA i 1` -� - :. r >. M01 _ H2O � - '". D ..:.... R //' / 1 C H 1R / G09L i', , r' r TRANSIIION'F�OINT PROP�ED STE L Massachusetts J..y.• k � _ _ _w � Agawam, •'4'� � 21 •1 a i ,.:�, a L ca ��•. BETWEEN CONCRETE' & .. . -,•..;�_,.... � �-:ROLLER COASTER _ bC� t v. A, ,N ', ( ITUMINOUS PAVEMENT h. 4 •,: :�- / Q H vtii 4 x, t f t . •.:. , . H10R �' 0. IuH 4 E Owner: HfOI / DMH24 l� C� TIE PROPOSED y,. Q 11. FENCING INTO ;%-'- H22L DM : ', P �s .PLANTER. .• N4 .:.. ,.:,:.: S ROPpS L GHT FIXTURE H22R - \. REFRE HMEN 17 EXISTING FENCE / FES2 HYa Premier Parks & i +� ;.s,. A , ;- STAND(TYPIC L SEE LIGHT i 4': 1 H01R 4R "C 'E E SC EDULE � r R . .;c:s1U VEY �,. L14L � I Atjff � :,,; .. - t Amusement o a HD HD9 S Stuart C sA R s H $ . , ,. . / / _� ofl ,� AIN �W,L : . Company 1 . P Y �:,. 'VO f .. r. ,,. - .. - �.. .. .r..: F`- r. � 1�'.IiMP . �- - .,...�: ;.'.. / .,.._.: VALVE _ . , - c�N ....�:. . / V� 1623 Main Street 1 a::.�,�. . fs �P �OSED 16 WIDE _ s. .x ..r H �\ /� to08R ,. , .:.. .� i t :i - :',: :' "- -R R t, rG ACCESS OAD. \ PROPOSED DMH28.. 1',NRBING I R1=T NING r. �-, o r P.O. Box 3 7 \ 'i. H08L 1 Q H4 - 1 s ,� a2 H 1 ;. - , .. ..... ... .... - ...-,- ._ r..,. Inv,3, � �. 7 a: : t,. , I. _ ..... .. L1 . I Agawam Massachusetts , .� . .,. , , OR �� a am r........,- F ., �. 1. :.. g 1 OAR J ..\ . -,..- R i / ,-. ., . a.� ., PA MET : 11 N VE N .�-et- .; .. >;..I �, H05R 2 c� 1 B4 _ q NERA NOT S:.. .., .., _ ... _ _: D HYD. GE L E �1 - .. B YARD __ f _ . . J . . � ,. ._ _ ,. PI�O SEI� _ _ sT+ .... .. ....,,. HD3 ,,;, ,:, ,,• .,:,�. _-,.. �::>, _. vr~r�I i�el. , .. .. -W;� . , �' _� . , �"-"-`�-�-�.�. _ __ _ DMH 5 :: � .e %2 Y. : ,.. ._.- _ ,.-.. ,.. _. ,.::, ._.. r_: ,.. ,.. .. _ .,. ... -.. _ 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING „... a .' r.... - n H2 r. �. . _ 5R _ _ 1 1 '� CONDITIONS SURVEY WAS COMPILED BY HERITAGE _, ! E taJ PR P N M ! 0 OSED CO CRE • r _- r EiOLI ... , . � : 7 SURVEYS INC. OF SOUTHAMPTON MA5SACHUSETTS AND IS TDS _-. r .,- B 4,.. H05 ,. :. .-., ,, :.� . . :. . � SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN 1 ,:• i a ._ _ LV6iM -.:., . .. i` � a AGAWAM MASSACHUSETTS" SURVEYED FOR PREMIER 2 _ ,. ,CB1 rFr.f.a r_,,.., + y j ",�> ,_,,..,T _ , ,:. _,,c r. <, ,; ,.:. � ,. ,. ;;.>: / PARKS ZINC. DATED AUGUST 4 1999. JD1 H25L :F c ce I- � +o LIMIT OF WORK 10 ,. p. •. .... ... :...: :,. ,:. ..., ,, �. ,.... ...r^`"�. .�.. E �C - '., Cam, _. F�3::,. Q ;;. :._ 3 ., I , h THIS P S F ENGINEERING DESIGN AN 15 NOT BD Al / � 2. S LAN I OR ENG N NGD • I I _' r. Q" __L::z_NeA _,. .,, _ - INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. :�- w EANO T c ,� L R�J�fl� PEDESTRIAN BRIDG EE 23 J2 J21 R - 5 ARCF,IT' ' ORAL D S.J3cl . 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. Gj. i , 1 ; Y r x �+ G .. 999. THE � 24R ._ _>- :: _.. , .. ,. Q,. ,. �..,. ,:.`: '; •. ROBINSONROBIN50N ARCHITECTS ON NOVEMBER 2, O = v COASTER LAYOUT WAS PROVIDED BY INTAMIN ON R J21L k , � ; ROLLER CO E :: CEMBER 23 1999. J d DE w 22L J23L' J2( 0 FC)1D a J25 I / f 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, 0 24L J20L .. �' STAND SCM!I5 . _ >. i (--_J ti HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE 4 4 J03L + s p 7iy E / SURVEYS, INC. DURING SEPTEMBER, 1999. �, �9R O r- �` , SILT FENCE/H ALE BARRIER c J19L =-" I/ J 1 J25 1J 7 s,. „ � F -" 1' 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE 0 04L ca DMI-17 =* _ �- �� y a �. � FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN J26R L07R c� . , 7 , , _ - _ 1r \ ` 'l+j1. [ v+•� �% OF AGAWAM ZONING BY-LAW ORDINANCE. "o, � a_J - / I .. . . . I ... I:—, �L �,�.:�",/V.�� .. '.. A . , .......J, . . _�� ,.� r i o R 27L / I e J )---7.i X ,z (-) _r_ I : . .- , :.a:,.. .� .'. l FIE -. LD6 X -�-':" Tb4 =ztvMH Es ; U IN ��-�� -s'R°� �JO6 � J 17 0 ��.-� +rw \ .:� -'' CtEAN T iz a 6 J2 , / �__ D J28R \�� I - i YD. f15�D. T.. TOfa a `� ZI o I , j ' ' x a `� J29L L04 t(D K03R 3L '~ 1. R __ J33L �0 �r_ "� FOR NT SHOW THEATER-AREA � `� , \ ,..,\ .1 J16 LANDSCAPED ` ' _" 4 aY . y � INFORM ON SEE DRAWINGS ByY _� � 3. AMENDMENT #4 01/14/00 J08L `..J29R J30L _ 11 #Tli� ry J30R OIL AREA a ® BIRaSAI ENGINES Q �, .�� T - `-T 1. I-----" 2 AMENDMENT #3 01/07/00 cl '1 0 5a� , ..,, v l Li °,b 0° D L03 J33R J1 ryL�- ®CB14 ® ®' 1 •66g4 s$- -° - 1. AMENDMENT #1 12/13/99 - ,� � �� J31L J32L J14 _�=_ o e_ 1� No. Revision Date ppvd. QL 0 PROPOSED �� -� LAYOUT NOTES. � Designed by Drawn by Checked by J1 � 8 J32R t _ CONCRETE / 1. FOR RETAINING WALL INFORMATION SEE DRAWINGS BY Jo9R © PAVEMENT B .�. 3111r-� _ 2 w 'v~ D7 O �. r - - -�"�7 ` "Y CAD checked by Approved by BIRDSALL ENGINEERING. J1 - - r _ _ Scale N Date � 2�J13 tom` SEE bF�H3 8 ® ® Q __ -vim v'� '�` +�'^-- - �- �COIVCRETE MOTE 8 _ e 'er 1 =30 December 3 1999 11# \- 1��, - PAVEMENT:.. . TID2 '�� ' 2. FOUNDATIONS FOR COASTER QUEUE, ARCADE, DISTRIBUTION _ , © e _ ,.� w �� Project Title ROOM, GIFT SHOP, REFRESHMENT STAND, INDOOR CHANCE '_ ��?1R J12R _ �� I K08 LANDSCAP _ ,-� ram" �,�••�� -_ - t D'• �.} .:� _ LD1 O o o AREA B -_ __ - h.lS ____ - i � River town ARD H `� - - \_ WIPEOUT RIDE, HUSS RIDE, AND HUSS RIDE QUEUE TO ACT AS L J - _ - :�- ROPos D EdG g 1 . ' ^� �+� coffll � '"ter �', r�Y f PAVVLME T-. RETAINING WALLS, t � ` �� . 17 y _ )I Six Flags New England EE NOTE 8 KD9 : _._Pf;`OP9SEl RETAINING g -!' -'_ 3. ELECTRICAL AND TELECOMMUNICATIONS INFORMATION IS '� wAtC� _--� 0 1 Main 5R B B ,_- {4 623 a n Street SCHEMATIC. SEE ELECTRICAL DRAWINGS BY LINDGREN AND , i orH1 1 _- n . i __._�-� =� SHARPLES FOR DETAILS. o� - .. i1 PROPOSED COI EJE 10 ��- ° � t _� Agawam, Massachusetts WALIFWAY WITH , _ �` ;ti 4R K13 K12 S++H � �.1 (] � � ` Issued for 4. PROPOSED FENCE TYPICAL. TYPE A ° K14L MONOu`pilc c( VCRETE � _. b /�� I� __O"�\ E AND KIND TO B E e a y 1 _ cuRB , I. PRVPOStD EDGE ----_. _ �_ -1 a CB120 _ c - PROPOSED TUNNEL �' I PIPE ANT �� DETERMINED BY OWNER. FENCING TO BE FIT IN THE FIELD TO o � 0 �'I,r _ SEE DRAWING BY--- OD "' _� ._� ,r iJ AVOID CONFLICTS WITH PROPOSED STRUCTURES AND/OR � 0 ' CE STING TRANSFORMER BIRDSAL�_E�IVGINEERING .____-- -1 1 . y Construction q .�� TO BE RELOCATED. ____ J ! �-y`_ FOUNDATIONS AND FOOTINGS. FENCING SHOULD =-�S 0 LD BE PROVIDED - �� k :J ,, AROUND ALL AREAS WHERE THE PROPOSED ROLLER COASTER r: x _ , , - �Y=��- .x,� - _--f� •s Hs 4 IS WITHIN 15' OF THE PROPOSED FINISH GRADE. ALL FENCED �� I�W`,�-�0 - r$ ~4 C �, u �_ ( Drawing Title AREAS SHOULD HAVE A MINIMUM OF ONE 6' WIDE GATE. �� .... `` ,�� EXISTING BOIL ING -� C C `p�- �-��T,BE AEI C TE . / % • • __ -OWNER'S CONSTRUCTION. \� \ - ��rr-; • __ �, _--- BUILDING __--- _ -__-_ { & Materials - 'f L-•OCATION.� '! 4 r' 1 -� /�(�� I 1 6. FOR DETAILS ON RETAINING WALLS, TUNNELS, AND STUNT �'_-�l�~ - -``__- R�Ej�°�'°r`/ D�fLC \ 1 ' o �- \\ (/ r� _f � I R�N Sf ORMiR � ` I , Yui 1 �.. J \ 1 SHOW THEATER, SEE DRAWINGS BY BIRDSALL ENGINEERING, _ _y-- --- Lo�ATIQra: ,fps , I � ��r- BELMAR, NJ. ° / a r I \ @ - - �: _�_._ rs f / - 1. ` � l / `� L- `- Drawing Number 4� �/� I \ C !! i / -1-1- 7. DESIGN FOR THE HUSS RIDE AND INDOOR CHANCE WIPEOUT PROPOSED (2) ADDITIONAL D OP owE , ' r �r `' ? l AND QUE LINE ON BITUMINOUS C NCI'' ""- SEE DRAWINGS BY GLYNN GROUP, LOCKPORT, NY. l __`i F-1 PAVING SEE ARCHITECTURAL DRAWIN/ / .GS / _ �� . 1 - r )� - C-3 1 ,1" 8. CURB DEPTH TO BE EXTENDED AS NECESSARY BASED ON � __._ _�.__..__...__.._ __ ._______ c� " �N_�` .. _ f� � �`'' �� = - ----�-�_�`_f_�._�q�__.�� f>�� THE PROPOSED FINISHED GRADE IN ORDER TO MAINTAIN _ 11 - Z crv�. EXISTING HEt A-VAT01�'fi0 REMA1 -- - 0 f� 3o s0 12a ` }I0.'41{�1Q Sheet of / '% c> > .1y 3 18 MINIMUM EMBEDMENT DEPTH SPECIFIED ON DETAILS. ------�-------------- t, - �= " !� j , 11 _ -- \_�, o I �� - _� \ , I a--, Project Number _- � � .� �.�---__ ,�\ �L ( IN FEET ) � -"" - _ _ � � � " �"� h 30 ft�� 4�__---J ________.__._-------.. 06229'00 _�� ._� `� Inc - - 111 X1 ,M!t,,Pr l ojec l.Y O622� .d\YR2 K, RTn i,CV1J.ri4i,cdon\Amcil�W".',2',+vr.4\.� PROPOSED TYPICAL PROPOSED TYPICAL LOW VOLTAGE TELEPHONE MANHOLE SEE MANHOLE SEE ELECTRICAL DRAWINGS BY ELECTRICAL- DRAWINGS BY LINDGREN AND SHARPLES. A SHARPLES. .. •r�-�" PROPOSED TYPICAL HIGH VOLTAGE ' r` f: h�. MANHOLE SEE ELECTRICAL DRAWINGS BY LINDGREN AND SHARPLES.., +O a �� PROPOSED TUNNEL SEE fLT FENCE/FiAYBALE BARRIER PROPOSED FENCE TYPEVanQSse Hangen Bl'�Lslln, Inc. ONO ._ �"� DRAWINGS BY BIRDSAL ��s AND KIND TO BE SURVEY �..✓tJl 3� S �` ti.¢' c� q�4 ENGINEERING. DETERMINED BY OWNER. N �10 ST � O O O O � � • SURVEY TranSpOrt8ti0II + H 1 �. ��. U._ Q 'o ` STATION # L$llld u LVMH � 1 � { d r 0 _Y�,Y� + Envu�onmennerv>t'ces ' 1, � •� .+....�. ` -Y1Y �Y r-' , '�r��Y r" i'' �1 r� N01'2 C n s 1 y f 3'1r• `4 Y l� .�.awwr.��. : �y�,, _ l�Y`r F t'._v`�`Y V�'��YvY� Y r, I. '". 1 '� 01 7 .. '¢T CV iwY. RNER F.L,r.�t,os' dY... '�, Y1'.. � �•�_ -- �Y y ..., �r„a� i w 0 "�3`' * T Y 7M.TiEY rr •wwerww�+.+ r �� ` oa 14z a9 I =;..5! k� tY.-� 1 ,w � ,� b w �,r, ,,,,.•,..�.�'' � ,,,, ., r. ....r�- -- r a*° 505 East Columbus Avenue DMH1 t "1MH 1 o"f �, Q'' o• �'�' °k w # Springfield,Massachusetts 01105 DMH2 '� > I, HW1 4i` o' a 9 °` 13 vs. p1" 0 <01ry ,, F, 413 747 7113 FAX 413 747 0916 F13R � F12R � o ,� 4� ti Q o � � , 1,-NAP .40 1 0 822E B23L 025L B26L rC04 =05C08 E'A7 C09 C10, C11 D05L DO6 DMH1 �_ �� ~ �`� `� �� '' - . Applicant: x B22R B23R 625R 01 2 -- tom- B26 C C13VC13H DD7L DD D1DL D1f ,��'`�`� .1 i • �-�. �' L D13L N D14L D15L " Premier Parks & B20R J x /„ x D12L DUL D18L �Dt;9l D20L � y E01H E02F E03 E j X x D15R D17R E08L EQ9 E1�iV ,-,-- _ x .-�D05R; • D18R D��R=� - R E07 D1DR -'--'� Stuart Amusement Company x x 8 D07R D08R 151i D12R D13R D14R -Q? a �� - '_._ " '-µ} =18 F17 F16H F16V F15 F14L EAR f0 F13L F12L Fi 1 H 1 V F09H F0911� E30 x --r -'� ._ @ PROPOSED LIGHT F08 07 F96. F F04 "3 FD2 F01 - , _. Egg-'_ _.__.�._, _. + x -- x '- •-•-%�' ' x X ED9R 1623 Main Street FIXTURE (TYPICAL �� '� B - "� �, T e x 1.� --• x - E11L M SEE LIGHT FIXTURE n Ca10 -ti'�' ,' ) x -" - - SCHEDULE) F11L C N°2'5B4 • T.: �° O E28 EIOL P.O. Box 307 O 4171 �� 1 PC E312 x D CB11 SUBDRAIN n ,ter r� y1 DIvIH23 r E27 CLEANOUT E11R Agawam, Massachusetts k + Et2L --' - i31.g3� ! N • h PROPOSED STEEL FW1o .;DMH2Q + N E26 ROLLER COASTER E12R o 0 5�fl �� .Pvc An -.. + CG -� - _ - SW ,r 7s.3r IIi Owner: © D ��, ' Esg ,rvG _} .Y Y--� `_l } 6 ' 4- � � � ,, 1�- r �" - - w AMILY COAST! 0 F o �,_ -�©o 0o d co Noi'3i'a 'w a EXISTING SANITARY /'x I E13R SM 1 Premier _ re er Parks & f -. - �r ta2a: 2 P : a2 011 E SEWER LINE TO BE 3 �".�" Q REROUTED3L SURVEY cc8 FE311 Stuart Amusement Company ./ Q / J � LIMIT OF WORK �oN #1 E14R • • -�� - �� O 0 + E14L 1623 Main Street �•f�1r �-{ �'. Jam` . (� es ,yx ` Jt?d �, �.�-`"' �_. - ><� b. E15R P.O. Box 307 0 \ ,.-� - - --PROPOSED-PAVED-.BITUMINOUS � 1 LO / (y o; "v f -- -- CONCRETE ACCESS ROAD "'"r O + `� 12 IAA CONCR TE / �. 3 _�- _ p O ,,� E22 \E ENCf Y ► DUCTI - Agawam, Massachusetts �.�DMH17 F� C� U __ _�_ �� __ - --- U p 0 , 21L IRON S< NER -E b5L O �� I ` 0 �1 21 R` i Q GENERAL NOTES: O " '' E20R E1 R Z• rr 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING J t ,� I a 0 _r� / Q � () ,` Q f " t i9,,, E18R VJ `- 5MH10 CONDITIONS SURVEY WAS COMPILED BY HERITAGE y - N ,� 1 'SMH7 CL UJ E't6 SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS 0 �` �� SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN PROPOSED CONCRETF WALK P x ` O �� . �a AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER e Q G // EtL LJ ! �! PARKS, INC. DATED AUGUST 4, 1999. 0 ZO D H19 r r2 u [r 0 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT _ E18L ` U a C SMH9-, �� INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. Q I �' Nrz 2d � �� 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. {l r 1 tiMW' 8J r ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE 0 PROPOSED AIN 1 2 ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON MANHOLE T�ICAL {S DECEMBER 23, 1999. _J 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, JJJ PROPOS D SANITARY SEWER a- SURVEYS,BINCSTLIN, INC,DURING SE ND FIELD ER, LOCATED g 9TED BY HERITAGE PROPOSED ELEVATED WALKWAY O BE FIT IN FIELD IN 0 0 f� MANHO TYPICAL. \ORDER TO MAINT,�IN MA E�S SEE ARCHITECTURAL O� a 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE DRAWINGS. ' \ O . O / � � � � FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN 0 f OF AGAWAM ZONING BY-LAW ORDINANCE. PLUCMD 0, SANITARY SEWER 31Rt1C1 M LOCATION DATA (Palls an Cw*w of structure) �� [ O � tr 13.4+' � \\ '�- STRUCTURE NORTHING EASTING STRUCTURE NORTHING FASTING STRUCTURE NORTHING EASTING � � _ SMH1 380210.5466 297785.3486 SCMH7 380070.5714 297300,2314 SMH7 379286.2495 297811.7707 SMH2 380182.2117 297815.7791 SCMH8 380057,6749 297103.9162 SMH8 379212.5803 297777.9137 SMH3 380158.7144 297833.5541 SMH 3 SMH9 379156.0274 297779.2308 f{'� _ i (front gate) 380011.5132 296752,0863 SMH4 380107.0679 297876.3158 SMH 2 SMH10 379104.9598 297806.7095 Y \ _ 1 y. PS 380142.9982 297833.3300 (front gate) 380 55.3544 296758.2818 5MH11 379105.0009 297885.6680 } ` �� . ,.. va 380136.3819 297843.5651 3. AMENDMENT #4 01/14/00 SCMH5 380120.8032 297743.9160 THEATER AREA -_� Q � „s 2. AMENDMENT #3 01/07/00 -DRAWINGS �Y � �' �•�.� �� scMHs 3ad205.s032 297531.O7e9 -- 3 :R{N� �� -C-' rT 7 ` 1. AMENDMENT #1 12/13/99 1p 00 No. Revision Date ppvd.in __.- ✓ � � �`��\� Designed by y Drawn by PP checked by CAD checked b Approved b Scale 1"=30' Date �_ -- December 3, 19" � N _._ ..-_.Y` .-.� __�� q �� .. � � Project Title Zp,a ✓ \ ti � � CURB LOCATION DATA (Fore of Curti) COASTER TIE D011M POINTS • E �`� POINT NORTHING EASTING POINT NORTHING EASTING Rivertown �0 I I f ® 380477.8555 298024.6576 M07 380564.2318 297986.6708 Six Flags New England I BUILDING LOCATION DATA (Fad of BuNdNrq) ® 380624.8953 298014.9234 P100 380353.7985 297978.2684 g g O POINT NORTHING FASTING ® 380635.0495 298021.5978 F31 380185.3374 297958,2161 DRMNAGE STRUCTURE LOCATION DATA (Point$ ore CaotW of Struchire) ® 380635.5121 298023.3889 C09 379690,8435 297958.4123 1623 Main Street O / STRUCTURE NORTHING EASTING STRUCTURE NORTHING EASTING STRUCTURE NORTHING EASTING I 380314.2035 297802.6597 ® 380306.1058 297845.4464 ® 380655.20fi4 298D19.9056 E27 379346.5382 297904.3852 DMH1 380376,2100 297563.1495 FES1 380375.4298 297700.4829 CB1 380303.6351 297789.2096 Agawam, Massachusetts ® 380281,3312 297875.2862 Issued for Y f J DMH2 380333.8586 297608.4115 FES2 380302.4679 297867.1006 CB2 380267.5111 297785.2898 ® 360265.0536 297915.2817 Jam_,----- �~ DMH3 380283,8850 297624.2480 FES3 380172.6999 297977.2475 CB3 380292.0843 297843.5417 RM 380256.8123 297923.1579 DMH3A 380339,2057 297670,2010 FES4 380111.2855 297992.8414 CB4 380262.6282 297807.6874 MM 380202.0081 297921.4332 CoI13�C'11Ct1UII DMH4 380360.1750 297701.2274 FES5 380047.6155 297994.3679 CB5 380266,0504 297871.3624 ® 380179.9999 297923,4567 C�- l Jib DMH5 380324.7718 297718.0820 FES6 379863.3913 297980.8934 CB6 380106.4394 297924.0829 ® 380126.6662 297920.6419 DMH6 380253.1050 297870,6570 FES7 379857.9470 297775,5551 C87 380092.9471 297882.9986 ® 360093.1273 297916.4390 ACCESS ROAD AUGMENT DATA DMH7 380293.5675 297732.1524 FES8 379852.5312 297769.7155 C88 380183.4888 297908.3348 POINT SON NORTHING FASTING POINT S��UN NORTHING FASTING Drawing Title DMHB 380115.5440 297916.3254 FES9 379739.2476 297886.7605 CB9 N/A N/A ® 380070.5989 297892.3253 1 1 ® 380036.8329 297857.4522 BEGIN 1+00.00 379142.4479 297755.4872 PT 8+15.15 379788.9382 297997.5428 _ DMH9 380177.8268 297916,4299 FES10 379710,8362 297894.9505 CB10 379670.1598 297925.4880 4 ® 380037.8216 297540.4809 PC 1+65.38 379206.2632 297779.6996 PC 9+58.04 379931.7782 298001.1883 i OMH10 380263.2845 297892,0872 FES11 379227.1069 297865.6046 CB11 379669.3823 297910.5081 Dimensional Layout 1 ® 380205.1667 297746.1275 PT 1+98.72 379237.5189 297791.0516 PRC 9+95.13 379966.9058 298011.6896 J DMH11 379851.9035 297992.2429 FES12 379478.5038 297914.5852 CB12 380376.6079 297553.4101 ® 380171.0220 297782.6534 PC 3+02.48 379329.6660 297838.7474 PT 10+35.56 380005.3666 298022.1966 l DMH12 379578.3251 297968.0771 FES13 N/A N/A CB13 N/A N/A ® 380173.2146 297803.2446 PRC 3+37.91 379357.1029 297860,7824 PC 14+50.33 380420.0315 298013.0290 & Materials DMH13 380126.8612 297731.9068 FES14 379478.5038 297914.5852 CB14 380239.3092 297648.7820 y� ® 380179.7918 297809.3929 PT 3+86.72 379400.0961 297880.173E PRC 14+75.18 380444.8116 298014.5361 DMH14 N/A N/A FES15 379478.5038 297914,5852 CB15 N/A N/A ® 380243.4503 297850.7306 PC 4+28.72 379442A644 297878.9667 PT 15+07.66 380477.2001 298015.6615 DMH15 380035.4636 297796.4696 TD1 3$0383.8042 297570.0893 DMH16 N/A N/A TD2 380383,8042 2975109898 (� 380251.6692 297815.6813 PT 4+57.44 379470.5164 297882.2840 PC 16+06.12 380575.4042 298008.5106 ` ® 380263.7010 297744.4014 PC 5+89.07 379597.7574 297915.9955 PT 16+98.56 380630.9800 297946.1091 DMH17 379750.7575 297828,1852 TD3 380351.4817 297660,6558 ® 380253.9785 297730.4561 PT 6+24,27 379632.6082 297919.9270 PC 17+17.47 380630.1728 297927,2138 n DMH18 379674.2650 297917.7646 TD4 380320.6296 297711.42C8 Drawing Number r_ ® 380352.7105 297742.5345 PC 6+65.98 379674.2650 297917.7648 PT 17+40.67 380624,6327 297904.8397 _ DMH19 379270.3339 297792.2725 TD5 380217.fi534 297687.7217 1.5" Cn,T FFV'Tkj WAMR FOUNfA ® 380333.7615 297756.9464 PRC 7+42.89 379733.9220 297957.6232 END 18+69.64 380569.3785 297788.3108 DMH2O 379495.9190 29788B.6478 TD6,7 380094.4494 297682.3967 inv 70. ® 380205.2691 297808.5214 OF DMH21 N/A N/A TD8 380048.4180 297796.8687 ® 380150.1837 297850.5616 �OIMN�, C-4 DMH22 N/A N/A HW1 379558.2746 297987.2685 DMH23 379579.4739 297911.1514 LMH1 N/A N/A III 380162.7611 297892.4684 L11/1L FUR" _�- � ® 380185.9963 297892.9142 30 0 15 30 60 120 No.41010 DMH24 380252.8822 297879.2793 Sheet of DMH25 380027.0689 297802,3143 ® 380207.9534 2978BB.6247 *0% DMH25 380047.2874 297802,3143 fib 380244.6540 297861.1701 �hRa� 4 18 ��✓� �GtM�OV� Project Number DMH27 N/A N/A { IN FEET } - 0b _ DMH28 379757.8855 297988.6745 1 inch = 30 ft. Ot 14 90 06229. 11Masptlftojects1062291�d\IWOOMansetlConstmc ionlAmen&1\16229111at.dwg SILT FENCE/HAYBALE BARRIERNW y Y �p•r.r.. . ... �• . .,,� ' Y Syr r¢ �r'�'�,Y,�titi ,�-�, y - �J�.-� _ - :,, r. �' '�� r�' � � »'."' ■ l �..-'- --- ,. - �- Y^: Vanasse Hangen Brustlin, Inc. SURVEY �.. .. .tr�►...w., 14�rrr• rnum Y Y 1r�P� Y Y �., _ STATION #S -+ ` oM1* �� o"¢ �r� �■�I�■� �� 0MW SURVEY �� M = J �'�'-t �1 � o ♦ Transportation 4 STATION •z SURVEY �• . . .. .... .. .. .. .. ___ .. . ... .. . - '`--h_ Land DC SURVEY Vel t�� n �� sT _ —� Y O - STATION 7 HVM14 /2 LVMH:#2 ,—�:_ Environmental S•--�-- ter. ervioes SURVEY. SU Y ::R f .. Z� - STATION .,....._ ,�� .. �-^�—r to 32.a ..... --+•r -t- HVMH 1.� .. -: East Columbus Avenue -� -24 -�. .. o. � 505 5 RVEY s U _ d x LVMH 1 • � 2 T _ Springfield,Massachusetts 01105 ` STATION ll� 1�1� d• r ,� UBD N CLEANOUT v.=� so 13 •FAX 13 +` r< N . . ------ -_ ' :�.,` -raerrr•�r 413 747 71 4 747 0916 cP a `�, I� 1 - P Roq�, , : p1i >K► IMU7 MQV IM09 P89 P90 P91 P92 r.l r ` ` ATE LOCATION $" DMHI �_�,.--� 1_ ML OS PERF. SUBDRAIN '� ►4� M06 P93 P94 COASTER UNLOA INC A EA --'B04L B05L ;=y "� ., .} I Applicant: MA P P99 BOIL B02 0 / =� B08L FE53 B09L : ..S10L B11L--B12L 1 _ = 803E s _� -- ; '�� B17L B18L B19L • 1 / M05 x Q03 ■Q02 ■' . B20L : FE s F1 x x X 801R H 80,E --- 104R x� r `- " Q ,SL B16L , -- Premier Parks & I" 1 _ B22L B23L B25L B2fiL -' i. - BO6R B07R B09R 81QR 811R 1 R 81 814R 815R 816R . 4�1E�i 1 E ARE�4 `-� � G02 IX}131 x x 622R 823R Stuart Amusement Company IJ04 Qi# Q10 Q09 QO8 Q07 QO6 QOS Qp4 �Q6�j x- = y" *. 825R 1 j _ �, n x © B Gr1 R - "�' F32V - '` �` ` 'B17R 18R B26 Y y f #7 H14L x H15 H16 H17 ELEVAT 5$' -" 4 J` . F30 _r- F -(�.� BAR BzoR : 1623 Main Street 03 k x FRIES T !I 1 I F2fi F25 F24 F23H F23V 1'22 f �vMH{ F19 X�e�a- H14R - STAND F17 �, t-� : x F18 : F16H F16V F1IIow � H13 H16 sttn ,,w sour F14L x — P.O. Box 307 H 1MER3R 1 n' `•---r— F' fi GI . HOB' Ftlil yWA_ l O h ! �C+ �c I= F 5 \� ARCAEI ��- ��~ Agawam, Massachusetts MID � �-� H121 _F'.F' FES15 DMHB '� iy _ E ON i � I _ _ Np.. �r Y.1...WTI '_ Owner: ► Mo1 / D =�� 20R / / ;. Nws I H1 G09L t 1R - � 1L .,. - Premier Parks & -'�21[ ' L R 1 Y6 \ 68 D H21 I D � /o R Amusement • ' _ � Stuart m n - N y•. .._.: ;:::. . . .: - - -. � .• .. � �• ,� _ St art use e Company 15L H10R � �- � ► ATIO H10L /�/" \ U1�H24 �, CB7 AMILY COAS v �� / TTOM OF STEEL H22L m. Ha T �,. _ B F F, SB ro w •� REFIRE WMEt1 D PROP SEf� LIGHT FIXTURE H22R tp� . ,�,�= ;, ,g , ES2 � � j 1623 Main Street (TYPICAL - SEE LIGHT - 0 O � f •,. 14R F �ftE SCHEDULE) �. � 6. o � 2 s Q �_ E. vEir' L14 RD - L _ � P.O. BOX 7 t 1. 1 f - �— 09R -, H01L - __:; 1 '.�.. .y�. � . '-::.... . CB3 .: VALVE . . � _r � _ , ,. _a.: ' •. . $TA-�O� _- r Agawam, Massachusetts �.. / H23 � I3 g r- .. .. H08R .. _ 04 r ,.. \\ O C r' GENERAL NOTES: E o .b H `Y o D H04� Hat . :..: , .. ... •, : -- : t �uMH MI 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING pf CONDITIONS SURVEY WAS COMPILED BY HERITAGE n. — SURVEYS INC. OF 50UTHAMPTON MASSACHUSETTS AND IS •,... . ,. � HOb�R .- r,� ,.,...: . , ;;<': ;., 1 SHOWN ON THEIR DRAWING ENTITLED "PLAIT F N IN ...k ,.. . 07 L H2 . , :, , : : .... L 4 ,... :: t AGAWAM MASSACHUSETCS" SURVEYED FOR PREMIER D H05R , .. _ .: 't .;.: r� YARD HYD. �: PARKS, INC. DATED AUGUST 4, 1999. } i I . .. . r .. .. 4+ . 1 � ry 2. THIS PLAN IS FOR ENGINEERING DESIGN AND 15 NOT ..... y::.., .2 f .. :, s _1 _ k �p f,] y � 6L J01R : ... , �... � ' INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. - . ,.: ,. i�sect•, .: , ,;r.,. �C? I � t y �1 c,��11 p.. : HD � ,: . ;- ,:. ,'.:_ -, [ _. 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. `' :: a ,. ,.: ' +�.. -,,; _,'; ,. .: ,�,::it, -:- - .., ,r ;1 • _ ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE Q 0 B1 .r ! • . , . ,: . '�. ,.; . '. = LG �,r,,�"' � `'. �, / � �N ROLLER COASTER LAYOUT WAS PROVIDED BY 1NTAMIN ON H25L ,IFS -�14 r . ry JO1 L � c �- -- CB r - : n ',- 1ru x R- DECEMBER 23, 1999. �: 4. WETLAND LIMITS WERE DELINEATED B VANASSE, L 3 bt'. i ; ��f HANGEN BRUSTLIN INC. AND FIELD LOCATED BY HERITAGE .. J22R J21 R :-,' `;t: .r.- �:; ;, E ; � , , ::, 4't �- -: � r. � . t• - ANOT .. . ` J c� I V. 5 .22 1 • • � ,' ' � � _ SURVEYS, INC. DURING SEPTEMBER, 1999. 02L x t 1 r � �a 24R ,,: r CE �}} r �`J r. ,.. r NE 2 OA NE' l t . c 5_ THIS PROPOSALIS FOR LAND WHICH LIES IN THE I � 1 . �. -'• : .- :;;.. � i '- '" :. : � 1 ��-. FLOODPiAIN AND MEETS THE REGULATIONS OF THE TOWN J22L •— -; a� f J23L J2Q � ry �:.. / J ( OF AGAWAM ZONING BY—LAW ORDINANCE. J25R U L`` 1 1 } 0 24L J20L C?' �v� ST NNC.; SCMH5 J03 F i 11C ALE BARRIER 1 { JB J25 , x i119L IJM . �f t � t 04L f m3" i• J26R L07R O ? lr. - •' _v NON J26L \ o� r DM CrJIB Q7L DMW4 c „ MAT, t o J27R J L �\ ,• // TwH y F FES -06 >v>vIH'�s ..� TD4 J2i3C f .` , f ,- © \' TD5 rl 0. 3. AMENDMENT #4 01/14/00 r. �� J28R x 1 2. AMENDMENT #3 01/07/00 I�4H3A K03L �aillc`,�ow aa" © ' _ �r ~ CT1 1. AMENDMENT #1 12/13/99 7L J29L L04 �'1402 K03R K ��_ ~� 0 y - _ No. Revision Date ppvd. J33L J 1� p �Y �'� � - ��`� >? �� 1 �_--�_ ~� �., _-.�.-" Lit ��'-�-1, ; 061 „� 9 4� �.- �� Designed by Drawn by Checked by Yc JOSL „J29R J30L - 0it` s y ~- �.. - -- _ ��7 \� J3QR CAD checked by Approved by a 1f0 LO _ CB#4 '" ' _ J31L J32L - 3 J14'" a \ CONTRACTOR`SI-IALL� / Scale M Date member 3, 19" 0 -` ADJUST EXISTING`' 1 =30 UTILITY NOTES: 9L a1 ° / Project Title + _ 1 - �� STRUCTURES AND , J09R J1 J32R e* - a O ' 1 � OUTFALL AS NECESSARY �"• L02--- �F-y 07 ®\ L 1 - , Y , y Rivertown 1. PRIOR TO ANY INSTALLATION OF ANY SEWER, J1 y { 13 - _, D13 © 4000rJ WATER OR DRAINAGE LINES, THE CONTRACTOR OWNER ��w, ` — r=-- B ,�, __� • / _ _ ® / �- Six Flags New England SHALL CONTACT THE TOWN OF AGAWAM'S � `� 1 J12R _ C - - © B -_r �' -= /� I • ENGINEERING DIVISION, 786-0400 X275/8. NO [ 1 o� l%os - -- - l 1623 Main Street PIPING/APPURTENCES WILL BE INSTALLED OR BACK "RD"1 Y,�— - -_ A swam, Massachusetts FILLED WITHOUT THE PERMISSION OF THE DIVISION. �r _ I g 1 _ �\ 7 � s �"� r � �PROPOSED�1�'-1N'�O-'THE Issued for 2. UTILITY PLANS C-5 AND C-6 ARE FOR THE __- EXISTING WATER PINE-,�I�r. CONSTRUCTION OF THE SEWER, DRAIN AND WATER 5R J Imo.=- TAPPING SLEEVE AND VA_.VE� - > WH# _ Construction r- LINES ONLY. THE PROPOSED ELECTRIC (E), - 11 1U r �TELECOMMUNICATIONS � �4� � 4R K13 �1�i2 ._-- (T) AND GAS LINES ARE SHOWN , FOR GENERAL INFORMATION AND COORDINATION � °,h ° � 'ce�2 K14L _ ,� � � I,� PURPOSES ONLY. REFER TO UTILITY PLANS BY a .� r ,� �..�-S. ® _ Drawing Title OTHERS FOR CONSTRUCTION OF THESE LINES. °R, 41 �, 1_ .` — y,, 3. PROPOSED WATER MAIN TO BE 6 DIAMETER " _ x--�� {= '.- 1 •S Hs LIGHT FIX E $C� ; EDUI,, E DUCTILE IRON CL 52. ALL SERVICES TO BE 1` w : R. - - ROUTE (Information Ord ided �y �F ce D. Ro son Ar hit ct 1 • ` `�'A�xvA�° _ _- � �., 1 �—�-"—� / / I UtlhtleS COPPER, UNLESS OTHERWISE NOTED. � }` �, .©0, / r' R • 1, / J SYMBOL D f CRIPTION'I 1 AT A NEW 2 HP GAS LINE 4. SEE SANITARY SEWER PLAN AND PROFILE FOR G _�-_ _ ti - ` �� a i PARKLE LIGHTS DETAILS ON THE PROPOSED SANITARY SEWER FORCE _ --" - : !" TIE -iNTO"TQ'`EXISTIkQ 8'-A { �� —�� INCANDESCE PO LIGHTING 1 0" HEI HT �►. _ �J ® � ��" WATERMAIN. CONTRA TOR \ Cj�� MAIN SYSTEM. _ _ - --' �--�/ �" TO PROVIDE TAPPING SkEEVE �� \� INCANDESCEN OST LIGHTING �� 0" HEIG�IT Drawing Number AND VALVE. \ y �w 5, WIRING FOR SITE LIGHTING TO BE PROVIDED BY _ _ ��o — �� UPLIGHTING — INC C�ESCEN �- p;. LINDGREN & SHARPLES. '� _ _ ��: ~� / C DOWNL G TI1�'G ,�] ; 1 r � f = i - t t.5" IAT1 JUF1H#. -5 6. ALL DRAIN LINES TO BE HDPE UNLESS OTHERWISE NOTED. /��;-- �p �= A- ` --' // i1 l — _ _ C1V1L �� 30 0 15 30 GO 120 Ir) �•'41�� Sheet of 7. CONTRACTOR TO TIE INTO EXISTING 10"" TILE SANITARY SEWER LINE. �� -- MATCHLINE HE1`T C-5 /// + 5 18 \ , CONTRACTOR TO VERIFY LINE LOCATION, SIZE AND INVERT AT PROPOSED TIE IN `� i �� FI ,QDF! �; r f HEFT C-6-VIEW 2 �3 _ _ Project Number LOCATION PRIOR TO THE INSTALLATION OF PROPOSED SANITARY SEWER SYSTEM. r � f.-{,{;a , �` r �� I-__� _ .� c - ( IN FEET ) _ - --- ! -- �� :- j) C 1 C_ " [ .. (� ¢ 0 - t4} 1 inch = 30 iit: - (r 06229.00 NIL 01 00 11M,9.Qpr1Projects1052291ic:.4rd lYR IOOOIJ" tlCvnstrac c°.`•"'?i,1c:.dwg V �_ I tih O Cc) how n • i Vanasse Hangen Brustlin, Inc. MEN"� � � �� " ILT FENCE/HAYBALE BARRIER on �S_UR5,174, l 5 m .� SU r sT,y -l , o a o a o �..ALAI( I(S#GNAL ENE ROUTE Lan��opment ST N10 �.-� R ti ®:1 SURVEY + Hvrr+H i - p' ON TAR TRQL, OQM �,J STATION !7�t _ Ei1V1I0IIII1eIltal SCIVI(',e$ LVFAii 1 ��1 . ,AT ROLIERAS _' ,; �` 1O r �Y'�rYYY...._�v'Y'Y f�.if Y'l`Y l' YY �� r•• 01 •n-�-Y 1, r �' ,,,• •.. ,may. _ - ,� ..� Z 505 East Columbus Avenue RrISR rl-�a•{,.(15' P "� """"' '�•' '� �1`�e''"V' d�r � '� C �y , a .. ► T -r. 1 --�' ' ` � �`�+�.�� '~ -o �....w c,.., ' •�.---. - .�..- - ... �., ..• _ ,...._ ... Springfield,Massachusetts 01105 DMH1 a� f f' ► � �t rJ4 w�* o� o ,F ` � � °°' �s ° 413 747 7113 •PAX 413 747 0916 I i n DMH2 S y tr W1 0" o d� o F13R F12R O o O 820L F1 `�' illlllllllll�l► /� 0" o I o FE 6 / �,{MqP �p � a♦� r Applicant: B22L B23L B25L 82BL rC04 ~ C05 C06 7 C08' CD9 _7 D05L DO6 DMH1 � ~~ �~" -~ r•~ �� mil■ �� i■■l�� lllllll�ll�lt j R B 3R 825R C10 C11 _. 6 1 Premier Parks & x 822 2 B26 C12 C1�C13H i 007L D0 D10L D11L :X, 4 �� D12L D1 L r�'`�� L 1 o. B20R - ,� x ;, x D14 D15L D17L D18L �� D20L WfV E01H E02 E03 E0 q `�' B X °� -- StuartAmusement Company F1E1V x D05R X X x x E07 E08L St art us t' y DIORp D15R D17R D18R D1 RJ R E08LJO9L -•- ' - .�.�'�`� . �/ 8 DO1R DO8R r D111Z D12R D13R 014R E° - __. F18 F17 F16H F16V Fi�acw F14I. E08R 1 1623 Main Street w� q _..._,.�-.-.---K----x- x F13L �c8MMY r�ur F12L F11H 1V F09H F094 F08 07`' F06 � T E30 x ,--•--r- � x � *x 1 F5 F04 •Jill ca�4 �rtt. .0�� 4 F02 X F01 1 .-._-x�. ._ X E09R E11L P o Box 3oI .,. 15 F11L ^ rlo2 ° E28LA E10L T' 24"DL. f PC ES12 OO © 1 CBf1QD SUBDRAIN Agawam, Massachusetts r _ ..� Df H23 Jaw rQ E27 CLEANOUT , E11R b. Hr¢71 N INV.= 69,00 E1 3f h h Own er: ESM �� - = MH20 t N _-- __ _ �� h 73.3E E12R LL7 • QD fES10 �-y,' Q*4 - -10 1 u oRcx, Lacy, r,� Premier Parks & AMILY COASTS 0 � fES9 EXISTING fMH �� o �r� � � ��roo ao � No,'37'Oc1 w � � � EXISTING SANITARY � ry Rs.sr E13R 5M- 1 TO REMAIN Ir o - "fir ------- ��- �( '� t2g 42.a1' SEWER LINE TO BE € 1�. Stuart Company ` XISTING HIGH VOLT�1t",Eh L1 TRICAL. � wA4-Olt REROUTED Amusement _ I u CONTRALTO fd E A�AT -AND ENOAS � �. SURVEY J � FES11 IN CONCF�E7 - dN #1 " + E14R ' 1623 Main Street - Q -- 4 o It �,��,�� _ --�`` �� eIRL �d �" �� ., P.O. Box 307 - , -- �� .O E15RLn '- \ _y= + 4,� ° �l 12'� IAM CONCR TE f = Agawam, Massachusetts h' _ o O m o - C) E22 1 k ENC�ISED DUCTI f �. h; o ° DMH17 i ._ C7 •,; E. 21L r, �15L -w� EXISTING EMH t - 0 � a Q ` IRO SEWER E. W < � GENERAL NOTES: e TO REMAIN � 1R` 0 1�J8g� 1 CL _ 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING C AN' 6 `c E20R E1 R ` CONDITIONS SURVEY WAS COMPILED BY HERITAGE 1 YARD �{Yp, h 1 U L I �- SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS s� / ��_ C) Q\ Q ' 19R E18R EBp SMH10 SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN O$ N r.�' �*d `--` -------- 1 fSMH7 E20L < �} - ♦ AGAWAM, MASSACHUSETfS" SURVEYED FOR PREMIER PROPOSED SANITARY SEWER STRUCTURES O Q % a ESL W �I PARKS, INC. DATED AUGUST 4, 1999. �* Q Q �L 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT 24 : / l`} - SMH 7 (DROP) SMH 99 Q L D H19 R�j�B' �. E1$ C) 5 INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. r r_ _ - _�_ " RIM: 72.7 [3p ry "" RIM: 75.5 4 ,. SMH9- 10" INV. IN (EXISTING): 82.8 12" INV. IN (SMH 8): 62.21 � ` r II Ell 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. Q 12" INV. OUT (SMH 8): 62.7 12" INV. OUT (SMH 10): 62.21 " ;10 ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE I `' SMH$ ss .,8 ( ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON �(DRpp) SMH.1 Q Q �1 DECEMBER 23, 1999. U C RIM: 73.8 1W RIM: 72.0 } 1, t 0 �. r' 12 INV. IN (SMH 9): 62.00 f 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, INV. N (EXISTING): 67.5 (UPPi.R) 12" INV. OUT (SMH 11 : 62.00 1 ---_I HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE 10 INV. IN (EXISTING}: .41 (LOWER) ) SURVEYS, INC. DURING SEPTEMBER, 1999. Q 12" INV. IN (SMH 7): 62.41 �H 11 ,7� 1 Q 12" INV. OUT (SMH 9). 62.41 RIM: 73.0 �� . � Q 1 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE \� Q 12" INV. IN (SMH 9): 61.75 / 1 FLOODPiAIN AND MEETS THE REGULATIONS OF THE TOWN Q Q 10" INV. OUT (EXIST. 10"): 61.38 / 1 OF AGAWAM ZONING BY-LAW ORDINANCE. �'=ED � �� 0/ NOTE: THIS SCHEDULE INCLUDES SEWER STRUCTURES FOR THE REROUTING OF THE EXISTING SANITARY SEWER LINES AROUND THE PROPOSED ROLLER 0 ` ---�'�" Q COASTER. SEE SANITARY SEWER PLAN AND PROFILE C-7 AND C-8 FOR D O INFORMATION ON THE PROPOSUD SANITARY SEWER FOR SMH'S 1-6. F PL ait AY WITH, -- \ I .wY'1. 7 MONOLITH CONCRETE ��,. ; .F, 0__ WOD CURB �' "" PRO DGG. N �, PROPOSED TUNNEL ENT �- � I-- ✓ �. _= SEE DRAWN fir-• QD � PAVE E f I BIR - GIN 1 / 3. AMENDMENT #4 01/14/00 ED. JJ 2. AMENDMENT #3 01/07/00 ��~ �� \ �F .� '� ♦ _= �� 1. AMENDMENT #1 12/13/99 L � R�� No. Revision Date ppvd. �`� O �, ---- - ti �0 �� !1? - Designed by Drawn by Checked by CONTRACTO `SH L1 . _- �Ln \, ROOM l ADJUST EXISTING9 �� <.� L� A 1 1� NEW 2" HP GAS LIE CAD checked by Approved by ilr STRUCTURES AND 1 , �� [} Scale Date OUTFALL A5 NECESSI� Y ---- --� -- - ./ �.__� 1 _ �r 1"=3W December 3, 1999JN Project Title f� �4 L^ Rivertown c i Six Flags New England 1623 Main Street INTO THE'IN , _� f � Agawam, Massachusetts E AND VA1= `' ) -- - a". w, F \-�. Issued for Construction CO Drawing Title s� 7.1 c "-� o�° _. ---�- NOTE: GAS LINE SHOWN IS SCHEMATIC. OWNER TO Uti ties OL � � ___��- ----- _�_ �� RETAIN A LICENSED - ', G'`�' �� -- s 1iLE MECHANICAL ENGINEER TO �� EXISTING N.P. z o � _ �_�Sp co �i DESIGN THE PROPOSED GAS �__ �� - m n SERVICE. 0 Drawing Number �` L 1.5" CA T F9M"WATER FOUNTnIh C� 5. -� inv 70. 2 l A OF s VIEW 2 J�IJ• y 30 0 15 30 60 120 �'run" C-6 � Sheet of 6 18 0 q11 r'' 1.Pi _ 1,�,.aw►,A Project Number IN FEET ) �W{/II►�`1 1 inch = 30 ft. Of229.00 01 N 0O 11Ma5grlPnojects106229)cad114i1 'R2=TlaI-ttCclstiuctioe"GG2-" •.` "g , I f i T . SANITARY SEWER NOES: I: S - N � ! 1 r' f b i i etr , 1 . SMH 11 SHOULD BE DESIGNED TO :��= � � .� ,- � A. ''- j r WITHSTAND ADDITIONAL LOADING DUECID { TO ROLLER COASTER FOOTINGS _ _. Y ' s,f'_..J CLOSE PROXIMITY. STRUCTURAL : A IN MAY B OBTAINED BY F „ j\ `}., -. .. U ,�/ LO D GS E '°. �' _ • l _- ` d i l BIRDSALL ENGINEERING BELMAR NJ. �` __ . 4 y AM Vanmse Han en Brusthn, Inc. /r} _ f '� ,h� ,- "e, 'k' ��\ r.. �.[IV ti. I._ V TSI1BpoTt811 1 � , ,�, ,`' 'i �,_ Land Development • , •IIY,LTOIIIDental Services lex Ir Jr it I i 505 East Columbus A :X!� ` �-'. p/ ♦, _` _ i � \ .' 'ti 1 ;'';• } � ' � r A. Avenue •;(:- a 1` % '! ''_•Y y i Spfingfield,Massachusetts 01105 ,,� � __ i j ,,, r ;� „�° •*:' ,,; i 413 747 7113 FAX 413 747 0916 ' v f 1 r y. 1 , t `r- - of s N Premier Parks & fn:.:' � ,. ': >.. • ! � r . � r. ;i�f `i '�/•` � _, ir', '! it - ,y- -__ 4 { ~; , `:; '._ `' I �.:.. .- -,7:: :,':+' .:. -,•1._ ,p , r L p'/ � •'rt� IE ;1 CI `V i ly j r' .. 1 1 + + ._ t, � - ;1 �__ Stuart Amusement Company . I y 1623 Main Street .t �L V~f .�„p [/1,iY .-,hT! 1 '� ti i - tff N ww-- � •1 j 'Y Y S .:. . . P.O. Box 307 x i : 2: . - ^ E , ' Agawam, Massachusetts 1 , 1 1 . '• i t , M t,r ,� . : ,,.`. .F � r ',i .•.i I - Owner. 4 . I E - Premier Parks & /f i i '5 \ `•r 1 .tip.. � " �..: .�, � � i} ,h :3 -,_ t , ' '� Stuart Amusement Company / - , SEWER PLAN _ },, 1 r __ E} _ . - 1623 Main Street J : r SCALE: 1 = 40 I , _ _ r :, P.O. B ox 307 < t ' : +. F E ; E Agawam, Massachusetts i i I I r I I i i I I O I r n I 4 i I i i r- ILr) I t GENERAL NOTES: 3 I 1 9 co II j + F- ? t I 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING 4 I cQ CONDITIONS SURVEY WAS COMPILED BY HERITAGE Z 0 E s E SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS j } i SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN E I j I i co V)�Z Z j ! j i PARKS, INC, DATED AUGUST 4. 1999. AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER — : I 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT } i i jy INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. f 1 I + - 0) 80 N II 3. PROPOSED SITE LAYOUT WAS PROVIDED BY 9RUCE D. W +n I H ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON O DECEMBER 23, 1999. a ' 4. WETLAND LIMITS WERE DELINEATED BY VANASSE, I j V) V)E K z i I i i - - 1 (n I j Z HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE PROPOSED GROU4D i I I , I —� I� I DURING SEPTEMBER 1999. E W Q SURVEYS, INC. O I i i _ w I j I I _! 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN Z I I j OF AGAWAM ZONING BY-LAW ORDINANCE. w f �wM 1 ! i € < Cn I _J i LLJ cn� cn t I I i } i r� o v>- ► -- _ i ~ ! i I i I i I of Z OX (X Q Ja —W Z rn l) 00 i - i— N N N ----I D _ - I t II a c� 11 3 z 00�� ' EXISTING GNOUNDLJ cn 00�n it � U +Ln w ❑ j I # ?' z Z i oIZZZp ! itz0 j011 i ; / I o I ;' i i + i w I i i I ZZZZ f WU?�ZZ LLJ � U}�Z Z I ! I ( 3 ............. . ............ ........._... ........ . _.....-___L....,._... ___- -.-c ___-_.-- - _...a.__..._. .___..._.._.._.... --... 68 - - - - - - -_ --- -; - - - - , PROPOSED'-4" KRCE—MAIN 1 u) SEWER I i I: � WOU I o0 00 00 6 rnoo ❑ ❑ SDR 21 PVC FIFE zo o,n iLLJ i mono i w ,ij 3 ! 2. AMENDMENT #3 01/07/00 o II I II ; i ; I 1 ❑ ell ( + I 00 + + ; � �� z I 00 o �t � EE 1 13 99 � It IE !I � E Ln II � i I � I � I w t o ' --_-_ - i o 1. AMENDMENT 1 2 64 , � R � ! � 4 _.._ ..._...._._.-... L_..._._.. ..-. .__- _ L_. _. ._ .-- --- � flD Q -Q I E3T _ i No. Revision Date vd. o 11 z z z 0 iV o ll ?o I I i / 1 E I pp ! I j + � a > > > > � Qm» i i J I N II} I f �t } Designed by Drawn by Checked by � i ' (f) LnFyZ Z Z Z V) Cr)EYE ZZ E O , N I I CAD checked by Approved by CD i I i Pr) E I Scale Dote o Lz As Nod emb e 3 199 60I . Project Title LO 3o N II Z o I I ' r Rivertown ; VOicn>�? � ' ; I Six Flags New England � I i f 1 i 56 i J J f E ' 1623 Main Street j I i W W —! Q / t ! a I O_ OL_ a- i C7 / O 000 ? i I I j I Agawam, Massachusetts 01� ftfD a I N N 11 0. i j I I j Issued for 52 i I I i _..1 Construction I j rr Z j i ! ! I I E I I 8 Q I 00 ao I r s I 8 i E yy I 1 t I I I , 1 lP o j 1VC o 4 5 Q I I I I Drawing Title i N o ' PROPOSED Orr SEWER FORCE MAIN f I s�.0o5 ' ` ! ► I I E Sanitary Plan I � ❑ I ' ' F { I I I J I � I a o w 1 I 1 ! } I , 00 I I i i I i Z 07 i E _...._._.__._. w _. L� - _. __. - ... ... _._ . ..._ _. ... .__... f....... . __._... . 44 �w w o z 3 w ! -, _ + _, _I- ;- , , , � { o;w and QjQ ' Ha Z w mO 1 + ` � �' E I ' I ' I Q�� CD d- n r i E E I , �i Q w r m 0 N N Cr) ; ! i I j i �,� ! UI� � O + + Q § i E 1 U o 3 ► �� i Profile DATUM ELEV j wl a- c l _� I i I DATU_M_ELE'V ! ._ W °- s x E Drawing Number 40.00 40. 00 OF MgSS i O L!) n (0 cc) � O O O L0 r- V) LID Lo Ln Ln N LO 000 n Lo 00 c f o O 00 00 00 CV (6 N P7 LV N N CV N CV [V N N 15 n N cD LO LD P7 17 N N N cV KIMBERLY no Ln o Ln 0 o n LID to Ln o Ln u) n Lo t0 Lf) n CO n r- r- M. N 1rtASIUK CIVIL C-7 9 No.40474 a HORIZONTAL -- �orsT� w� 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 �� Sheet of 40 0 40 80 �ssIONA~ 7 18 4 0 4 8 Project Number VERTICAL 06229.00 SCALE IN FEET 1\Maspr\Projects1062291card\YR20001P1anset\Construe6on1Q5229plot.dwg - , __ . - ..._..._. _ __ ___�:,t,-, �- - -.-i • ' 1 '` 'I 1 � - _ I i rG ' i '_.".) I a' _.-._..-.. I t Y : ___ , ._ - M1 .I fi i I _..._-..-,.____ , ;.I S.. : : k�_ it ,' - i, i , r•w ]{{ , - - i lk I { 1 V i i ^$¢@ ..� .� �..-_•. __..._ -. -1 I l [ Y ;F i _! .. ._ _. '{ e. ! ,, iff �E i ~jiX. `i n f I ! -.._-- _- I 11 :E r,., I r_ f („ - f I �- s iI 0 i 1' i 4 x: I , _� to c - - -._ w , I I 1 1 . , I I . I ! _ , ,j:1 t:' T j `� i O'�it7 4' !'44 1 ' o i r?S' f I ! i i r ? `'I, iI . .1 � I `� r-} f Ii1 I v { k i, ! I ,i !`I!Ii! 3 I, �,,= 41 I f ( rs Ii, it'll 1! r l �_ -:1 I ti FORC� IJ�AIN rw�l+F'��,a� 'ly L = t. I ,r r' J ' p I I ii i I� ! I 1 { 'k "�.s. ,�:.�� ..., �I II PROPOSED 4" j��^riFii�l - �< �•��I.r��F� 16+00 N I .x I p f.'c� .I,F, 1 rt ._.i, I a e:, Cy E 1 f 1 ! ; f .�'. IH00 ��rlw� ,i. i �i�r♦ r�' ;�q 1, ! ,, i# i' I if "" 1 f I i^7 W 4 r i I _ f T1 i r r ( "IQ 1 `y it 1 } 'I G i. '.. a I r°Y. I E , - n.. I. 1�t� _-.. -_.._ i� X. ,�\ }- �,.,'s �f ..`Y 15 } f I ! yi' --1, l _ f f r : ! r I L F,i _ _ fw W. Vanasse Han en l3ru .! ! -i,-'. + .. ,k, i F.i:7'/:. / ott, 1_-T1: ,- — �,-""=-i'I ! - �i f 1'„1 j i; -� o---,n_- ------. Hang en InV. > -..,_-. . . r ''''I - ftt`_- �4'` « ;ill I, _- __.. _ __...�. ' . _ . __. i '.�' )i ' 1 villil , ' r L ;I F i ! f `.,r lr - f d I i k - -f �` s _ ', ! f-. fI i .a i '' ��v L'4 r 1 ri _,_ _ %' i f �F -.. ..-. ....I - '- •on -+h <' i '� , i _) : � f' F i } ; I �'' z d' ` S 1 'iP.I. ,, t i TrSnSpOTf8t1 r?t' i H C) •- �'�'�� r i f r, + I { Land Development ' i E I .. ,. = T - ,. - } _.., I _ _- e it .. rf` .\ r i .. ._ I _ it `t _ s._. _ *'-fz ".- i I /, - ,-t.ti f,l I � V1POIImeII Services f }r + ,. JI I { . 'r.. ,r� i K x =' 1 _ i ._''� _ :C i` I r !' 1 f,i i , . , 41 ,y� Environmental.� In,1. J r i { '1E,', t,_ 7 _ s"f ij j f 1 I I17 1+ 1 ' if 1 , i +: j '11," i i r. I I �� "' ,•- I'. I { ._._ .-_.-.-'--' - - i I I r -.d I ' r - 1 _ -. 4 3 505 East 7 ! r > _.i�1, ` s . �- _- -, I i _ 'i `I i .._..__ 4 f r, i i -,^� ' a ,_ Avenue j {! 1_ ! ,. a. .e I r: ;' aJ ., r.� , t ! , iI' 1 �t !I' I - i ,.) :. ....E / 1 `_ l , ,�.._ ' , I :1 1 -_1 I I i; r { - _„ Springfield,Massachusetts 01105 i 8 ' i , ,. .. t - ti _-. _ .. _._. ._- i" I _ _- r '. , , ; S' l r . �' t. (} r , ;. �x,. i ; } -. 413 747 71 1 F r i��/�f■yN� 3 FAX 413 747 0916 I ^ �._ ` } t x.�i t :. ti• I, ` I f I f y- 2.J- si_— f; l y 4 I �S : fr j i) I i i ,alie-Y1 !(h'"I .. t '� \ r -I 11- I f # E r `• 11 i 1 3 I , 1 t s' , k . 1 - - : I , i, i !. -Y I' • .—. - .. ...-_._.._ .-_._. _ _. .,-s — — I 1 ;,-• ,.._.� { I /' c I _ I V i 31 ' ! ! .,f% i 7_�.),f, a --._ _ _.r , -i j .r f- ,,__1' ,4` I ii f �. '- x - _.___. I ' � J r' r r ,' , I - _ _._ ,i ut i_._ �1 f f , I _._. - i 1 ; y, r f v, , _; o, f ,` , i r I. /. , ,!. 1 t ` dry v 'f y it s, , _� r-- �� 1il i.- .. I'- €I:, , I I ,_'L.. II fI ,` -' Applicant: kr ' 1 �" y `~ ,y c�, ti fl, i 7 ...-- iS I i t 'Sz C. r, . ��`' I f If r`� ( I S i ! , - .- 4- 7 I f i - r .� i i` r ° R Premier Parks & 1 t / , r i ,# I ' �. ', `..� a J F-_- - , i %. El-i l i i pl- /, , - f �Li € i , 'i ;i ,y �t7 S z i o i y f' i i r - I I 1a I i I "' ; I Y�; I' _�: �9 . F Jf; ; � , I Stuart Amusement Company -I.J_ S L _ i"� ._.- _......___�- L I i'� _. :sue t/ zI}: l� . I I sjr ,+ _ �J ! y (r `..� _ - 1 a, - r:,/..'�[{'4 f �`rDi i , r -6 i I- r !� i _ k - 'I .! '�Y r I ` S "�. _. 1.j " i;.,i l' . 1 3 1 1[ p- I i y: _ 'I t ['-- I J�� ' "`i --} c; z�3 I r ,, r _., ,-„-. �"'��,�� may„ - i I! PROPOSED TIE IN LOCATION �I i�`i i, i �� r r, t.'I �" - I r � —1 _ Jgj� � 1623 Main Street YP __31�' '� 1 )t ... - ._. I ! + 1y -r 5 l i� ! ��r 4. r v TO THE TOWN OF AGAWAM'S ,ti i t 3 1 l t 1 'r t r' r,�. A' e ,, j ..�_ a � e L' I 7��" �i* SANITARY SEWER SYSTEM. ,.% ,v �'�-,. ``;l-..,..' i > _._t, ...,_.", . I I { ,.y i , 's' 3 t'z'--_� ' I 'f r -°H`1::1 f sC ' E - a k , , '°' , ],1 3 �';t i I } �i.' - 5x P O Box 307 • ,3 1 I 1 L.. L �'�. 'IS of F :! !i f • • _ j- I I r..... .._-.-. 1 - ' _ !' F } f' ' 1 ( S` r 7 t _._ __ "1 I ! f I � :4 I, ' : t ' f f • 1 1 S f V. !' "61 r i , , I : �! , # +. � I &_i 1. �f� I; v,; Ili. 1 f Clr t Agawam Massachusetts t' use is SANITARY SEWER NOTES: , `'. -, I I, i ,J..r ,� ,i, ! . . `' _ °, s _ �� ! r II` < r _ ` el ; ` _. Y ! }} f M .` / ,_ [i ! i Ic, ; r Ir*-:. 1 I 1''! ;r(']r� !�''� I _.�? !) - f' '""fiI.Is1.. �I �s r'� i Il __ -. } i ,ti, t .,. ` I ' `k_„ f, '4'. C _ ._ ,si i fw- -(( I,Y�, :, (, ,--Sr '0. �i ' i !{ � I it f "i `tJ� . - i. 'Y: ! i I ; ? , ., `,,; -.>;:C 11 { 1 i;; f, f( ,1 1 �.I J (� I !! li r 1 .11 . SMH 11 SHOULD BE DESIGNED TO WITHSTAND . i ._ �.. �:�' .,; _" 1 owner: i / i' �t \ r/ - - i-. _ .- i s [ it I'•.,. ! 3� r s i , r Y ..[r 1, ems, sls ;r-, fs I ij , I - - 7, I fir., '€.' ; ADDITIONAL LOADING DUE TO ROLLER COASTER �.�� `:% ; ;� _r �; ��: y , ,I i �,I ,:; 'f , { S-a. , I -. ! r -1 t_ .. ..r fit 'f" .,{ r , _. ._._ 'I iF j "3 r i} T f . 7-- 'F:� 5 ! E ALB..-, i�" }` JJ `l 4 V 't. - �- , _... - I ��:. It ,! ,,. f� ,: I ,,� is h. Premier Parks & FOOTINGS CLOSE PROXIMITY. STRUCTURAL LOADINGS .-. ..-- , { I _" }., ,` `,? - _ i � , I F :� r. 1.f, k I i i.� Y +n T rr ' I MAY OBTAINED Y IR I , .. .. ,- } ,� _ �� -, BE OB ED B B DSALL ENGINEERING BELMAR, y �'F H. :'s-:-, i k i'..r:- ... ..... 1 ._� -'� - _ _ 'i ' c l�l' �',`$ t -I d r ,,. ., l f S , 'p _ _ : F , I• IS,ysf "'„ r - ...._. _._ - s i iF`k�.�� _ .. __., r, ,, a+ T:,7 1, NJ I. L ; 9v1 i \ y �_,-- I - , _ u„ �: Stuart Amusement Company _ jj '1 ', ,..., ..`,'"i:_a.,, ,ya I ,-,Y f' r_ f'. �'' If r %- -. 7 i—, i it .._ 1.r,... I , __ tir s r P. - i .I 11 c,,{! ,:} s 'ti�l rt, } %%} Gus_.._,: j,> 4V- �' -• -`-1r f - .... _ - S -a.�i , •, �`F' G ,' -'._-�1 :1 ) I -..-..- ;_4 I- _^. .._ y,,, r ' h,,y -li- y.. '- I 1 �.; `. 'v,'9 r `( ...I_ �._.__.. ,_,.4 'ry.'`• r r �. ` -,` , r �.,r, t - �,-d , i' 1. .. "I i ! r-.. U . 1 , ,, ., '" 1 ��T W' I'2i.', t C. \ G' i'�;, 6i` e - , I L0_1 . ,�,.x. I f t :+ f! {._.L! ..?a v r', .- 1623 Main Street : ,f f 1. / f J I C i l,\ _�•.w•, y'\ i ( ' r x.ice t' i` _ .'` �. t• ! i - I i 1 � - , 1 �:_ 1 I �� r 4 I w [. _- -- \ "e •- , a l l P o Box 307 r s { SEWER PLAN Agawam, Massachusetts SCALE: 1 " = 4�' g - -- - - -- -- - - _..,..----------._ _ ..._._ ._-__....__ .-___. _...__.....,__ ._____..__..___,.___.._.__._ ...___ _..-- ---.___.. .__ __..., _..____. ..._._ ..,. _.... _....__.--.,__-_....- ____.,-_..- "__-_-_.-_.__ - _. __.._.. .. .. . ......... .. - i---,. _. ._..._ ------.,. _.____ .,.-_. -__ .---.--.---..,__. _._.._ _..____-._. _-- -...__.- , -_. _. _.... . ...__._._.._ ___-. -- -------.-- _ _..._ . _.--__ _----.____-. -.----._-_.._.-.-_. -.---_.. -- --..-.. _,.__--.,....-_ __. .._..__._..- ______.__- _ ._.__.___..-_..._ ____..___- _ _. -,____..,__..__-___.._._.__ GENERAL NOTES:I 104 I , , r I r >-- ..,. -; -�._ • -I- ;. -104 GEE L II I I I I I { I } I ; 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING I t i CONDITIONS SURVEY WAS COMPILED BY HERITAGE : I i I i I I I FIN1SHt;D GRADE AFTER I I SURVEYS, INC. OF SOUTHAMPTQN, MASSACHUSETTS AND IS 1 ; I I , i I CONSTRUCTION OF THEi — — i SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN I, i i ! I ! { I � I i 1 I PROPOSED FRONT GATE \11" — — ;-_ i I I I I i I ! i �ROJE T I J i BRISK SEAT WALL 1 AGAWAM, MA5SACHUSETTS" SURVEYED FOR PREMIER _.- - . ..' _... .,._..._ ' _. _. - -.__ - PARK INC. DATED AUGUST 1999. _ _ _..- _..-_ .._. ___..._. _ - r _ ... _. _. ._ i . . _.._ _..... _.. .. ..F - - - _. .... _ . ... .. -- ... _.. ..._.. _ _..._. _.. _.. _- _ ._ -.. ___ .._! _... . ._.- _1_ _ .-- _ -... ._.. ._._. _.__ .._...... _.__ ..... _ . ! I i 100 I E}XISTING GROUNt L_ j I . � j . j ; T 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT i I I I I itr) i I I i INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. i i I i I I 1 / i ` � I I I 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. I I i i � � � � I i ! '. , � i i I I I I r i t i ` I __ � -- �� i j I � i ROBINSON ARCHITECTS ON NOVEMBER 2, 1999. THE I 00Qi 19 II j__ I I } i � i I ! ROLLER COASTER LAYOUT WAS PROVIDED BY INTAMIN ON i I I 0p +00 Ilt 1 ! � l I I j I DECEMBER 23, 1999. _-....._..---_...._._...__.____..._.. _—..__,.______..-....._.__-_,_,_,...__-----...,.------.__.__._ ---------...... ___ ......._. I ..._ _- ._.. _.,............. .. .... -�....,.-_.....__ .. ._._.._., .. .__..._......,_ .... .,.... ........._...... .._..._..._. ... ..,..._........, .. .._........ ......__-r. ......_.......,. - .._....... _.-._...... ____...._. ...,_....,,..._.... _.._.. ..-_"__. .__`__.._._. .._. __..,...._.-.. ...._..._._._,. .....__.._._...._... .. ...__._....._..... _..._ __........_. ....__......._ _........ .._... .,., .. ........... ..1.,___....._._...._.__. ...,...... .._.,...._._ ..__......... _. ..... 96 t ^ { 2t I I f 96 4. WEfL4Nq LIMITS WERE DELINEATED BY VANASSE, i 11 O I i I , ;. �. ! I t I E _ --I I ; i i I i ; i i i HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE E I II :2 C}Q�� Z 1 i I I i I j j I I ? SURVEYS, INC. DURING SEPTEMBER, 1999. � V)Ft� _ 1 i I I i i I 1 / I ! ? I I ! — — - 5. THIS PROPOSAL IS FOR LAND WHICH LIES IN THE I I I i 1 1 I �✓ 1 ! I j i ' FLOODPLAIN AND MEETS THE REGULATIONS OF THE TOWN I I , ' i ( I I i I j � ( ( i OF AGAWAM ZONING BY-LAW ORDINANCE. I I I I E I f I. i I I ! I I I I I I I I i I I � Y E I I i j i I ! , I i I I i PROPOSED 12„ i i ! � � I i s RGE MAIN i I SDR 35 PVC P EXIST 1 S I � �, - o m i , 0 !P F e P I I i R 0 R P ,z � 0 E I S „ W ''Fill I � ? if i I p1P � ..�._. I - I i I i i pRO� pVC 'E + I W . _ I I ! ! SO?, 2� ' N i I I— :�,n I f ! , j 1 I J i I I / ' i O 1 I j I- 0 0 to O � I Z U' I ! i W I I I i I z 1 ! ! ; z '� r� o °� i ¢ + i 0 3. AMENDMENT #3 01/07/00 I / i I L. C4 i f I i S O Lb n o) 0) II E O ! v ,pp i i F- r _.._.__- --____..__„_-_.•"_..___-..._..__ ___.__..._-„__ ! , t.,, .. _'_ _. ._ .._. ._,__ ..... _. _..__.... __ _- -.,.T _ .. _ .,_...... _.._ ..._. .-,-. ;.___ ___.._.,,._ ....._.._[� _,.__. _._ _.� ...._._...__ ____......� -...__ ....-. .._- - - __......._._ _..__.__ .._ ._.._,_..__.,,k.-.__.,.__ _,._..... .,,.-.._.__ _-._.(/] ----._,_ -..._.. 84 1 } �a> _ - I^ - �- 2. AMEND #2-TEMP GAS EASE 12/17/99 i +M II Il I I tZ r,� I I N T II _ I I n II Z_ _z p 1 O of ado 00 i Q '� 1. AMENDMENT #1 12/13/99 i I / I # m + i N ! i I I <(�> > > ; I � ++) 11 11 � I I N Na. Revision Date ppvd. I j � j i I i O f N I I I i v) 0�Z Z Z j N � 11 Z Z O I 1 LO n C,4 h Designed by Drawn by Checked by � � � I ! I Z �jT I - - i rn I 2 O) i W I • 00 i Q ! ; 1 I 00 I N € i > > > CAD checked b Approved b N r� 80 ,�N�' i1 ; } I m � I €. _ - . -..._ ._..._--_ . .r------. . ...._ .... _.. ---i_..._ __ _....._ . --- -- -- ..-_. --_...._ ._.- ---.I. ... _.-�-�-- -..--_.___-'....___..._.-- -.._.__._ l... _... .-..___._... _ . ,.-..___...-_.�__ _ ...__ ; .-...__.- .-..._-_� ti�z z z _ - �. ._i_. _�._..� N r� ' 80 y 11 . r• + I. ? I t!7 N I I I I I I I I I `D scale As Noted Date December 3, 1999 --t. C) +� 1! 11 T O I I ' N I I I I I i I f i I i j Z 0) U < > > 1 / I i N f I i ! I # i i . I F II Z O Project Title Q I i I I m z I i ' I I I x z Rivertown I 1 / 1 i I ! i 1 I i I I w cnm_ - _ T _-_._..._..._-- W_ _. .__ __.___ _ ___.._.__._. m._.__._____ __ __-___"____. __ .. _. ___.__.__. ___._____-____._.._-_ a_.. - -- -- - _- __ __...__- ______ ___._ -___.--. -- -_..__. __ _--- _____ _-.__. __._._ _._ 76 -_ ..-_J-_-__..__- _____.-___.___..___.__._. __.._. _. ___-.__.. . .._. .. __.. _ - __--___..-.____.__-__.-�___...__..__.__..__ __ _ _ . _.._.-__-._.. _ _._ _..____.- __--_. . __ ._ - F�J I.,I i /' O j_ i I I _ I I _ T _j �- I- Six ags New England I m rr I I I I i I i I i i / i o W 0 + i ; ! I I I i I i • i i / W z . T i i I i I 1623 Main Street cn W N I i i i I ! i I I I I i i i ; m i — — — f I i — — i N ! i ! I I I i I I I i i I I I I Agawam, Massachusetts :::: i i i I O N I I i t # I i i d I i i Issued for I 1Z - I N I i I i i j I 1 { U-1 N I E I I I ! I I I I i I , ' I I M + i ! 1 I I ' I I I I I i I _ i I I Construction i 68 I - . _ _ .. _ _.- _. . . __._. ... -. _... ..... . _.._ _ ... .__ ... ..._..-. . _..---. -.._. -- _..... __. _ _ .._. __ _ -..._ _._...__ "_.-._. _ . __... - __.__.._ ._...___. - - __ -- " -. i I i + 1 L.... i i i i 1 I I I E I � { , I ! i i I i I E I = j { i I p i i i I I ; I I Z 4n I w N zz -t I i i ! I I i I I I i i I ! J r 1 I Drawing Title mN i mI,- Wr- € I I i I I I i i I I ! o I + m + I I i I ! i i i I ',I . I I I I o i i O I 5 I I I r I I I E • o - i I , i O ! i I I t I N I 1 +� E i , , 64 � t � ' ;_ I L- _ _ ._.. ._ _., -.--.--_.. -.._.__._.. ._.__ - _- ._..._ ... .. _,._- . -_ . _...3 �__ .`._ .I__ I_. __,_.. ! 64 Sanitary Plan L and I I I 1 ; I t I I I { I 1 I ! j I 1 I I ; I i s I j y and i f i I I I I ! I i i f ! I I ; f �i i { I i I i i I € ? I 1 ? I I � f I i I I ! I i i I E I I DATUM ELEV Profile f so. 00 00 Da I') 0) 00 O C4 Uf) O p r O O -• 1V o Q LL') O Drawing Number cV N lf) 00 r� 6 � O N I1i P� 6 00 00 `! - O � 6 4 f__ t` I_ r- 00 00 00 O 0) I� 0) :0) 0) O O Q O C,) 0) a) St{OF i4I,�. 7 a KlMBEALY Ni. C- 8 10+00 11+00 12+00 13+00 14+00 HORIZONTAL 15+00 16+00 17+00 18+00 19+00 20+00 0 csV� �' 40 0 40 80 �- �15TS �� Sheet of FSSlONAL 8 18 4 0 4 8 VERTICAL willin Project Number SCALE IN FEET 06229.00 11MasprlProjects1062291c&Nd1YR20001P1anset\Constmction10Ci22()p1ot.dwg