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8073_SITE PLAN-RIVERSIDE MAIN GATE AREA-MAIN STREET mai n Transportation .. Land Development Environmental S e r v i c e s 505 East Columbus Avenue Vanasse Hanwtz Brusdin, Inc. Springfield,Massachusetts 01105 413 747-7113 FAX 413 747-0916 Transmittal To: Deborah Dachos Date: January 24,2000 Director of Planning and Community Development Project No.: 0622900 From: John Furman,PE Re. Six Flags New England Enclosed per your request are three copies each of complete site plans for both the Main Gate Entrance Area and Rivertown. Please do not hesitate to call should you have questions or need additional information.Thank you. \\\06229\dots\Transmittal5\Deborah Dachos DI-24-00.doc Transportation Land Development , Environmental • Services Imagination Innovation energy Creating results for our clients and benefits for our communities January 13,2000 Manayse Ha n, Lnc. Ref: 0622900 Henry Kozloski,Chairman Town of Agawam Conservation Commission Agawam Town Hall 36 Main Street Agawam,MA 01001 Re: Six Flags New England Entrance Area Project Dear Mr.Kozloski: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin Inc(VHB)submits for your review the attached"Outlet Protection Detail".The submittal of this detail originates from a meeting held on-site this day at Six Flags New England with you and Fred Harpin of the Conservation Commission.The purpose of the meeting was to view the conditions present at an existing drainage system outlet near Three-Mile Brook with respect to providing additional erosion protection. At your request,Six Flags New England will provide additional outlet protection through the installation of riprap to create a small stilling area immediately downstream of the outlet.The attached detail approximates the riprap configuration to be provided. Submittal of this information addresses the last of our review comments with the Town of Agawam Engineering Division,allowing the issuance of the project's Storm Drainage Permit. Thank you for your assistance in this matter.Please do not hesitate to call should you have questions or need additional information. Very truly yours, VAN SSE HANGEN BRUSTLIN,INC. ?)�ohnrman,PE Project Engineer M. Van Kacoyannakis,Agawam Engineering Division Deborah Dachos,Director of Planning&Community Developmef"' . Tim Black,Six Flags New England :'.f'•..: '.,` Michael Bryden,Six Flags New England 505 East Columbus Avenue .X+ Springfield, Massachusetts 01105-2556 413.747.7113 a FAX 413.747.0916 email: info@vhb.com \\\06229\does\letters\Gate CC 01-13-0D.doc www.vhb.com EXISTING STONES i XISTING 12' ' AC DRAIN PIPE NEW HAND PLACED STONES TO i EXISTING STONES LINE EXISTING CHANNEL I 40-50 Ibs ' S�Ope NG NEW HAND PLACED STONES TO LINE EXISTING CHANNEL 40-50 Ibs I I EXISTING STONE I LIMIT OF DISTURBANCE I I w NEW HAND PLACED STONES TO z i z J FORM STILLING AREA I a 3 15-20 Ibs I 0 M PLAN MEW NEW HAND PLACED STONES TO LINE EXISTING CHANNEL 40-50 Ibs EXISTING 12' AC DRAIN PIPE NOTES: 1.0' 1) CONTRACTOR SHALL PLACE �2�p�� ALL NEW STONE BY HAND. USE OF NEW HAND PLACED STONES TO HYDRAULIC MACHINERY IN VICINITY MIN FORM STILLING AREA OF BROOK IS PROHIBITED 15-20 Ibs 2) CONTRACTOR TO PERFORM MINIMAL EXCAVATION AS POSSIBLE TO PLACE STONE. SECTION 3) DISTURBED AREAS SHALL BE IMMEDIATELY REPAIRED BY LOAM AND SEED 01/13/00 'V m— OUTLET PROTECTION DETAIL N.T.S. VaAftse Hangen Bhufi 4 Inc. 30 EIgtC bmbu Ave= SprTa w M erb O110S 413 747 7113•PAX 413 747 0916 Transportation `Land Development Environmental • Services j imagination I ennovatton energy Creating results for our clients and benefits for our communities January 13,2000 Yanasse HaWn Briatlin', Tnc. Ref: 0622900 Henry Kozloski,Chairman Town of Agawam Conservation Commission Agawam Town Hall 36 Main Street Agawam,MA 01001 Re: Six Flags New England Entrance Area Project Dear Mr.Kozloski: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin Inc(VHB)submits for your review the attached "Outlet Protection Detail".The submittal of this detail originates from a meeting held on-site this day at Six Flags New England with you and Fred Harpin of the Conservation Commission.The purpose of the meeting was to view the conditions present at an existing drainage system outlet near Three-Mile Brook with respect to providing additional erosion protection. At your request,Six Flags New England will provide additional outlet protection through the installation of riprap to create a small stilling area immediately downstream of the outlet.The attached detail approximates the riprap configuration to be provided. Submittal of this information addresses the last of our review comments with the Town of Agawam Engineering Division,allowing the issuance of the project's Storm Drainage Permit. Thank you for your assistance in this matter.Please do not hesitate to call should you have questions or need additional information. Very truly yours, VAN SSE HANGEN BRUSTLIN,INC. John Furman,PE Project Engineer cc: Van Kacoyannakis,Agawam Engineering Division Deborah Dachos,Director of Planning&Community Development Tim Black,Six Flags New England Michael Bryden,Six 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 4)3.747.7113 . FAX 413.747.0916 email: info@vhb.com \\\06229\docs\letters\Gate CC D1-13-00.doc www.vhb.com EXISTING STONES EXISTING 12' AC DRAIN PIPE i i NEW HAND PLACED STONES TO j EXISTING STONES LINE EXISTING CHANNEL t 40-50 Ibs 1 fx/Sn S p�NG NEW HAND PLACED STONES TO LINE EXISTING CHANNEL I 40—50 Ibs I I EXISTING STONE LIMIT OF DISTURBANCE I I w NEW HAND PLACED STONES TO z-j FORM STILLING AREA z i 'n1a3 15--20 Ibs xlza wIUE. PLAN HEW NEW HAND PLACED STONES TO LINE EXISTING CHANNEL 40-50 Ibs EXISTING 12" AC DRAIN PIPE NOTES: 1) CONTRACTOR SHALL PLACE /2\0/\ ALL NEW STONE BY HAND. USE OF NEW HAND PLACED STONES TO HYDRAULIC MACHINERY IN VICINITY MIN FORM STILLING AREA OF BROOK IS PROHIBITED 15-20 Ibs 2) CONTRACTOR TO PERFORM MINIMAL EXCAVATION AS POSSIBLE TO PLACE STONE. SECTIIOM 3) DISTURBED AREAS SHALL BE IMMEDIATELY REPAIRED BY LOAM AND SEED 01/13/00 QIITLET PROi'ECTIQN DETAIL N.T.S. VamusE Hangers BTN3ffln, Inc. 505 Ent Colum Avam SpdngtWK Mmwhuwtb 01105 4137477113•FAX 4137470916 TOWN OF AGAWAM INTEROFFICE - � z� MEMORANDUM To: Planning Board CC: John P. Stone, VHB/Vanesse Hangen Brustlin, Inc., File From: Engineering Division Date: February 9, 2000 Subject: Site Plans - Main Gate Area - 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, Main Entrance Area, by Vanasse Hangen Brustlin,Inc., for Premier Parks & Stuart Amusement Company, dated December 2, 1999, revision date January 18, 2000, scales 1" = 30' and V = 20' " and these submitted plans are ready for the Board's signatures. We would like to remind the applicant of the following: In regards to the proposed sanitary sewer, our approval of the 12" sanitary sewer line that will be entering SMH No.S sloes not imply that our system can handle the full capacity of this pipe. We are only approving the flows created from the pump station in the Rivertown section of the park (peak 100 gal/min.) subject to the conditions set forth by the Town on the State Sewer Extension Permit Application as well as the flows from the proposed office, guest relations, and group sales. Any future additional flows will require improvements to the off-site system by the applicant. If you have any questions please do not hesitate to contact our division. Yours truly, Since ely, ames T. Daley, P.E. Van KcLyrnakis Town Engineer Civil Engineer I hAengineer\sp1306131.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 Transportation Land Development Environmental • S e r v i c e s j tmagi nation innovation energy Creating results For our clients and benefits for our Communities January 7,2000 Vanasse Hange_Rrll n., Mir Ref: 0622900 James T. Daley Town Engineer Town of Agawam 36 Main Street Agawam,MA 01101 Re: Front Gate Area Six Flags New England Dear Mr. Daley: On behalf of our client,Six Flags New England,Vanasse Hangen Brustlin Inc. (VHB) submits for your review the attached revised drawings C-5 (Utilities) and C-7(Details) for the above referenced project. These plans will supercede plans previously issued to your office on 12/30/99. The revised plans incorporate additional comments received from Agawam's Engineering Division dated January 6,2000,further described as follows: 1) The Standard Agawam Sidewalk Detail on sheet C-7 has been modified to reflect 2- inches of processed gravel and 6-inches of compacted gravel base,as requested. 2) Sheet C-5 has been revised by adding additional valves prior to the two plugs in the water line, as directed.This will facilitate easier extension of the mains in the future, if required,without the need to dis-infect the existing lines. 4) We understand you approval position of the capacity for the sewer main extensions indicated on the plans. Further,revised plans for the Rivertown Pump Station were delivered to John Savioli,Town of Agawam, on January 5,2000. Comment 3 pertains to the additional stormwater discharge to the Three-Mile Brook,as indicated in the Stormwater Management Report prepared by our office. In talking with you on 01/06/00,it became apparent that the Town's concern with the increased flow to the brook is the fact that the existing outlet pipe is elevated over the water surface, providing the potential for increased soil erosion in the vicinity of the outlet. In accordance with your suggestion,Six Flags New England has scheduled a flow test for the existing drainage system to determine the exact discharge location of this drainage system.We will provide the town with our findings when available,tentatively scheduled for early week of 01/10/00. 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 a FAX 413.747.0916 email: info@vhb.com \\\06229\doa\]etten\Agawam Eng 01-06-99.doc www.vhb.com r James T. Daley Project No.: 0622900 January 7, 2000 Page 2 It appears as if this item is the only item outstanding of your review comments of 12/28/99 and 01/06/00.Six Flags New England has committed to resolving this remaining issue to the satisfaction of the Town,as they have done in the past. Further, the issuance of building permits for the Front Gate Area is based on the Planning Department receiving notice from the Engineering Division that Six Flags New England has resolved all your review comments.Therefor, we respectfully request that your consideration in issuance of a letter to the Planning Department stating that we have resolved all the comments save one,which will be diligently pursued.This would allow Six Flags New England to obtain a building permit from the town for the structures and commence construction. All construction work in this area must be completed by opening day,May 2000,and further delays will jeopardize achieving this milestone. Thank you for your consideration in this request,and for the assistance provided thus far in resolving the issues to date.We have enjoyed working with Town personnel,and will continue to do so until all the concerns of the Town have been addressed. Please feel free to call should you have questions or need additional information.Thank you. Very truly yours, VAN SSE HANGEN BRUSTLIN,INC. John Furman,PE Project Engineer cc: Tim Black,Six Flags New England Deborah Dachos,Agawam Planning and Community Development \06229\does\IettersAgawam Eng 01.06-99.doc TowN OF AGAWAM INTEROFFICE co MEMORANDUM Thr Deborah Dachos, OPCD Director CC: John P. Stone, DPW Director, John Furman, VHB ftom: James T. Daley, P. E. Date: January 10, 2000 Subject: Riverside Front Gate SP306 Regarding our memo of January 6, 2000, recent submissions and other information supplied by VHB indicate that the only question which would hold up our ok for a building permit is item 3 in the above mentioned memo. The discharge to Three Mile Brook may cause erosion, since it will be substantially increased. Dye testing, etc will be conducted forthwith to verify the actual discharge point of the increased flow from subject area. If it is determined that the discharge point will cause erosion, we will rely upon John Furman's assurances that Riverside will install rip rap and any other necessary devices to prevent erosion from this permitted area. Therefore, we can sign off on this subject site plan ( Gate Area ), as far as releasing the Building Permit. s:\sp\306\29.wpd FROM THE DESK OF... a JAMES T.DALEY.P.E. TOWN ENGINEER ENGINEERING DIVISION TOWN ADMIN.Bu[ w '36 MAIN S`rRm AGAWAM,MA 01001 413-786-04W EXT.275 Fax: TOWN OF ACtVAM INTEROFFICE MEMORANDUM *� To: PIanning Board CC» John P. Stone, VHB/Vanesse Hangen Brustlin, Inc., File 1HYom: Engineering Division Date: January 6, 2000 Subject: Revised Plans - Front Gate Area - Riverside Park - SP 306 Per your request dated December 30, 1999 we have reviewed the site plan entitled," Site Plans - Riverside Park, Main Entrance Gate, by Vanasse Hangen Brustlin, Inc., for Premier Parks & Stuart Amusement Company, dated December 2, 1999, revision date December 30, 1999, scales 1" = 30' and V =20'. " We have the following comments: 1.) The detail for the proposed 5' cement concrete sidewalk (within the Route 159 right of way) should include a cross-section showing 2" of process gravel and 6" of compacted gravel base. 2.) The plugs shown at the ends of the proposed 6" water lines should be replaced with gate valves or the valves could be placed at the wyes or tees. 3.) There is an increase in site run-off rates to the discharge point at Three-Mile Brook for the 2 year, 10 year, and 100 year storms. The increases are 3.38 cfs, 4.28 cfs, and 6.07 cfs, respectively. Since there apparently is no knowledge of exactly how the drainage from the gate area arrives at Three-Mile Brook (not shown on this submittal), we cannot evaluate the impact of this increased discharge. We recommend that steps be taken to find the missing drain pipes at the point of discharge to Three-Mile Brook. 4.) In regards to the proposed sanitary sewer, our approval of the 12" sanitary sewer line that will be entering SMH No.5 does not imply that our system can handle the full capacity of this pipe. We are only approving the flows created from the pump station in the Rivertown section of the park (peak 100 gal/min.) as well as the flows from the proposed office, guest relations, and group sales. Any future additional flows will require improvements to the off-site system by the applicant. We have not received any plans showing the connection of the pump station in the Rivertown section of the park to the proposed sanitary sewer system for this submittal. If you have any questions please do not hesitate to contact our division. Yours truly, Sin y 1 , hames T. Daley, P.E. Van is Town Engineer Civ' Engineer I n_engin=rNspt306U8.vvd R' AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: December 7, 1999 DATE RECEIVED: December 2, 1999 DISTRIBUTION DATE: Dec. 3, 1999 PLANNING BOARD MEETING DATE: December 16, 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 (Tim Black, ext. 3202) 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield, MA 01105-2556 Telephone: (413) 747-7113 PLAN REVIEW Scale: 1"=30' (incorrect reference to 20' scale) Date: December 2, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Relocation of entrance area to conform with ADA requirements. New Entrance Area will include: Group Sales Building, Ticket Sales Booths, Guest Relations Buildings, Improved Turnstile Structure, Guest Locker Area, Stroller Rental Area, and Sundry Area. Site Plan Review Page 2 Description of Site: The location of the new entrance is slightly to the north west of the existing entrance. The area is bituminous concrete and stamped concrete pavement. Provision for Traffic Flow: Only emergency vehicles are proposed to access the new entrance. It will be closed to the public except pedestrians who enter the park by way of the eastern parking area or the pedestrian bridge. The Fire Department has raised the concern that emergency vehicles will not have access at this location. Parking: The former entrance location will be used for employee parking. Seventy- seven (77) spaces (3 handicapped) are proposed. The parking area is to be secured with a security fence with an electric sliding gate. The type of fence and height have not been provided. Drainage: Drainage calculations have been provided. Due to the size of the area, a Drainage Permit must be obtained from the DPW. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Applicant has indicated that a detailed landscaping plan will be submitted later. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: Not provided. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Not applicable. Other Comments or Concerns: The area along Main Street (including the treebelt) should be addressed in this filing. The fencing, landscaping, treatment of the sidewalk and lighting should all be shown. � acq �o 'rOWN OF AGAWAM '36NIAIN STREET AGAWAM. MASSACHUSETTS 01001 y Tel. 4113- t86.0-t00 �4 MEMO TO- Engineering Department FROM; Planning Board DATE: December 30, 1999 SUBJECT: Revised Plans - Front Gate Area - Riverside Park Please review and comment on the attached revised plans and associated documents prior to the Board's January 6ffi meeting. Thank you. DSD:prk Transportation Land Development • • Environmental ' Services • imagination Innovation i energy Creating results for our clients and benefits for our communities December 30,1999 —NanaSse Hang Un, I& _ Ref: 0622900 Charles R.Calabrese Chairman Agawam Planning Board Town of Agawam 36 Main Street Agawam,MA 01001 Re: Main Entrance Area Six Flags New England Engineering Division Comments Dear Chairman Calabrese: On behalf of our client,Six Flags New England,and in accordance with the Town of Agawam Planning Board Approval Letter dated December 21,1999,Vanasse Hangen Brustlin Inc(VHB) submits for your review and approval three sets of revised Stormwater Management Reports and final design plans. With reference to the Engineering Division's Comment letter to the Planning Board dated December 16,1999,the following information is offered: 1) Three revised copies of the Stormwater Management report are included.The revised copies provide a hydrological analysis of the projected peak rate of stormwater runoff resulting from 2,10 and 100-Year Storm events,Additional information pertaining to existing and proposed drainage areas within the work limit area have been included in the report,as well as the calculations used to determine the individual weighted runoff coefficients for each drainage area.The proposed drainage collection system has been revised from that originally submitted,due to additional information obtained from the field.The revised system includes additional drainage structures and trench drains in an effort to collect and control runoff previously flowing off-site to State Route 159.Additionally,the revised stormwater management report identifies outlet locations for the various drainage areas. 2) A hydraulic analysis for the existing and proposed sanitary sewer lines within the project area has been performed and is attached for your review.The Mannings Equation was utilized in the hydraulic analysis,which indicates the existing and proposed sanitary sewer lines are more than adequate for projected flows.Existing SMH4 currently receives no flow,as it was the sewer connection to the former maintenance buildirtglocated where the Western Theme Town now exists.Sewage flows from the proposed.gate area have been estimated in accordance with 314 CMR 7.15.The flow will be generated from four small restroom areas to be utilized by employees only.The restrooms are located in the group sales and-guest relztion]s'.6ildings,with flows being estimated in accordance with the closest use Cate o available(Office building a use Total projected flows from this project are estimated at 180 �a. - .. g rY gtyP )- P 1 P ) NSA 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 email: into®vhb.com ��N06229�dms\1etters\-Pe 12-3099.&4 www.vhb.com Charles R_ Calabrese Project No.: 0622900 December 30, 1999 Page 2 gallons per day,based on a total building area of 2,389 square feet and flow at 75 gallons per day per 1000 square feet.Since the existing flinch pipe has a rated capacity of 183,393 gallons per day,it will be more than adequate for the projected flows.The slope of all the proposed sanitary sewer lines has been added to the plans.The connection proposed for SMH5 is being partially installed now for use in the future.A sewer extension permit from MADEP and a road-opening permit from MassHighway will be applied for in the future once the connection is needed. 3) The exterior lighting fixtures have been added to the plan set.Proposed light fixture will be"period light fixtures"to match those currently existing in the park. 4) A landscape plan was submitted to the Planning Department on 12/14/99,in response to comments dated 12/07/99.The landscape plan,prepared by Meyers Schmalenberger dated 12/10/99,will be incorporated into the construction phase of this project once completed. 5) There are no new signs proposed as part of this project. 6) The proposed sidewalk in the right-of-way of State Route 159 has been revised to be 5-foot wide concrete,as requested.The standard town detail has been added to the detail sheet. 7) The proposed handicapped and temporary employee parking spaces will be accessed by driving through the bituminous parking area currently existing on the East Side of State Route 159.Access to this parking area is through the existing parking area entrance gate located south of the construction area.This area is not shown on this construction set,as doing so would require a reduction in the drawing scale and loss of detail needed for construction.The existing parking area is identified on the aerial survey plans delivered to the Town last summer. 8) Note 1,pertaining to utility inspections,has been added to plan sheets C4 and C-5.Note 2,pertaining to landscape,was previously added to sheet C-2 at the request of the Planning Department. t 9) Personnel from VHB met personnel from the town on-site on 12/176/99 to review modifications to the watermeter pit. Field measurements indicate that 7-1"exists from the top of the watermain to the existing meterpit rim.This dimension has been added to the detail on sheet C-5.Additionally,the area being cut is a raised landscaped planter,which itself was elevated approximately 2'-3'above the normal existing grade. Reduction of the watermeter pit height by 2.1 feet will provide approximately 5-feet of cover remaining over the existing watermain.Additionally,a note currently exists on the plans which states that should the watermain cover be less than C-0",the contractor shall insulate the watermain. The watermeter pit modification detail on sheet C-8 specifies a new cast iron frame and cover be installed on the reworked pit,facilitating continued access to the structure. 10) The Town of Agawam Standard Sanitary Sewer Trench detail has been added to Sheet C-7. 1I) The existing driveway on the East Side of Route 159 was the former pick-up/drop-off area.This use became decommissioned and gated by Six Flags New England when the new pick-up/drop-off area was constructed on the West Side of Route 159 at the beginning of the 1999 season.The existing driveway is proposed to be reworked to provide an attractive appearance consistent with the theme Six Flags New England will be utilizing throughout the proposed main Entrance Area.The reworked driveway will continue to be gated and closed,and will only provide access for the Park's Emergency s s 06229%dots\to tt a rs P6 12-30-99.d oc Charles R. Calabrese Project No.: 0622900 December 30, 1999 Page 3 vehicles.The reworking on the curbcut and curbing along State Route 159 has been submitted to the Massachusetts Highway Department for permit(approval pending). 12) Personnel from VHB met personnel from the town on-site on 12/176/99 to review modifications to the north side of the existing driveway.A new sidewalk is not being proposed for this area,as a bituminous sidewalk currently exists in this location.The proposed bituminous curb radius shown approximately 13 feet west of the limit of work is proposed to terminate at the face on an existing bituminous berm installed in this area.This area has been modified on our plans to more accurately reflect current site conditions. 13) This comment is currently being coordinated with appropriate municipal departments,and is not applicable to this separate Six Flags New England project. 14) The curb relocation occurring during the widening of State Route 159 in the spring of 1999 has been added to the plans. 15) A handicapped ramp has been added to the end of the concrete sidewalk at its intersection with the existing driveway.A detail of the ramp has been added to Sheet C-7. We trust the submittal of this revised and updated information will be sufficient for your review and approval, and respectfully request that the Town of Agawam Planning Board members provide their approval signatures on the enclosed plan sets.As always,we have enjoyed working with the various municipal departments in reviewing this project and addressing their concerns.Please feel free to call should you have questions or need additional information. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. John Furman,PE Project Engineer cc: Tim Black,Six Flags New England ■ \06229\does\IettersPR 12-3499,dm Six Flags New England Page 1 Main Entrance Area Project No. 0622900 Sanitary Sewer Hydraulic Analysis Mannings Equation: V=(1.49/n)(R^2/3)(S^1/2) where: V=flow velocity(feet per second) n = Mannings Roughness Coefficient R = Hydraulic Radius S = slope Contunity Equation: Q=VA where: Q = pipe flow rate (cubic feet per second) V=flow velocity (feet per second) A= pipe area (square feet) Existing SMH4 to Existing SMH3 pipe description: 4" diameter AC Pipe Diameter 0.333 feet Mannings Equation: V= 3.25 fps Flow Area: 0.087 s.f. Wetted Perimeter: 1.047 Hydraulic Radius: 0.083 Invert In: 87.47 Invert Out: 86.33 Contunity Equation: Q= 0.28 cfs Pipe Length 72 feet = =1 3s39.5fg—p3f Slope: 0.016 + Mannings Roughness Coefficient: 0.011 SMH1 to Existing SMH4 pipe description: 6" diameter PVC Pipe Diameter 0.500 feet Mannings Equation: V= 3.93 fps Flow Area: 0.196 s.f. Wetted Perimeter: 1.571 Hydraulic Radius: 0.125 Invert In: 90.5 Invert Out: 87.5 Contunity Equation: Q= 0.77 cfs Pipe Length 270 feet _ W498;253�d= Slope: 0.011 Mannings Roughness Coefficient: 0.01 Office to SMH1 pipe description: 4" diameter PVC Pipe Diameter 0.333 feet Mannings Equation: V= 4.02 fps Flow Area: 0.087 s.f. Wetted Perimeter: 1.047 Hydraulic Radius: 0.083 Invert In: 91.5 Invert Out: 90.7 Contunity Equation: Q= 0.35 cfs Pipe Length 40 feet _ =22.6�7c307-'dam Slope: 0.020 Mannings Roughness Coefficient: 0.01 Six Flags New England Page 2 Main Entrance Area Project No. 0622900 Guest Relations to SMH1 pipe description: 4" diameter PVC Pipe Diameter 0.333 feet Mannings Equation: V= 4.07 fps Flow Area: 0.087 s.f. Wetted Perimeter: 1.047 Hydraulic Radius: 0.083 Invert In: 92.5 Invert Out: 90.7 Contunity Equation: Q= 0.35 cfs Pipe Length 88 feet = 229,292 gpd Slope: 0.020 Mannings Roughness Coefficient: 0.01 Groug Sales to SIVIHI pipe description: 4" diameter PVC Pipe Diameter 0.333 feet Mannings Equation: V= 4.02 fps Flow Area: 0.087 s.f. Wetted Perimeter: 1.047 Hydraulic Radius: 0.083 Invert In: 93.6 Invert Out: 90.7 Contunity Equation: Q= 0.35 cfs Pipe Length 145 feet - 226,730 gpd Slope: 0.020 Mannings Roughness Coefficient: 0.01 SMH3 to SIVIH2 pipe description: 12"diameter PVC Pipe Diameter 1.000 feet Mannings Equation: V= 6.21 fps Flow Area: 0.785 s.f. Wetted Perimeter: 3.142 Hydraulic Radius: 0.250 Invert In: 90.5 Invert Out: 88.9 Contunity Equation: Q= 4.88 cfs Pipe Length 145 feet 3,152,784 gpd Slope: 0.011 Mannings Roughness Coefficient: 0.01 SMH2 to Existing SMH5 pipe description: 12" diameter PVC Pipe Diameter 1.000 feet Mannings Equation: V= 6.21 fps Flow Area: 0.765 s.f. Wetted Perimeter: 3.142 Hydraulic Radius: 0.250 Invert In: 90.5 Invert Out: 88.9 Contunity Equation: Q= 4.88 cfs Pipe Length 145 feet 3,152,784' d Slope: 0.011 Mannings Roughness Coefficient: 0.01 Six Flags New England Page 3 Main Entrance Area Project No. 0622900 Existing SMH5 to Existing SMH3 pipe description: 12" diameter PVC Pipe Diameter 1.000 feet Mannings Equation: V= 3.20 fps Flow Area: 0.785 s.f. Wetted Perimeter: 3.142 Hydraulic Radius: 0.250 Invert In: 87.12 Invert Out: 86.33 Contunity Equation: Q= 2.51 cfs Pipe Length 270 feet = t1f623l49d�I Slope: 0.003 Mannings Roughness Coefficient: 0.01 r r O ■ f' N OF AGA 1' Y L 1M •,� 36 "VIAIN STREET AGAWA, MASSACHUSETTS 01001 Z Tel. 413-7 86.0400 ACE PLANNI TNG BOARD December 21, 1999 t. Timothv Black Premier Parks 1623 Main Street P.O. Box 307 Agawam, MA 01001 Dear Mr. Black: At its duly called meeting held on December 16, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "Riverside Park, Main Entrance Area, 1623 Main Street, Agawam, Massachusetts", prepared by Vanasse Hangen Brustlin, Inc. and dated December 2, 1999 with the followine conditions: I. The comments contained in the Engineering Division memo dated December 16, 1999 (attached) with the exception of comment 913 shall be addressed prior to the issuance of a Building Permit. 7, Three sets of revised plans are to be submitted to the Board for their signatures. Sincerely, 1 Charles R. Calabrese, Chairman AGAWAM PLANNING BOARD cc: VHB, Inc. Building Inspector Engineering Dept. Town Clerk File r i 'TowN OF AGAWAM A 4% INTEROFFICE �'� - ��. MEMORANDUM To: Planning Board CC: John P. Stone, VHB/Vanesse Hangen Brustlin, Inc., VRK, File From: Engineering Division Date: December 16, 1999 Subject: Site Plan - Riverside's Main Gate Area - Main Street - SP 306 Per your request dated December 3, 1999 we have reviewed the site plan entitled," Site Plans - Riverside Park, Main Entrance Gate. by Vanasse Hangen Brustlin, Inc., for Premier Parks & Stuart Amusement Company, dated December 2, 1999, scales 1" = 30' and 1" = 20'. " We have the following comments: 1.) In order to receive a Storm Drain Permit, additional calculations should be submitted for the 2 year and 100 year storm events, for both pre and post conditions. Information should be submitted for where the drainage areas will outlet, for both pre and post conditions. For example, the plans do not show where CB 106, CB 109, DMH 1, the flow to depression, and the Riverside System discharge. A breakdown of how the run-off coefficients (C Values) were computed should be included in the drainage calculations for both pre and post conditions. 2.) Provide a hydraulic analysis for the proposed sanitary sewer lines and existing 4" AC sewer. The 4" AC outlet pipe from the existing SMH (No.4) may not have the proper capacity for the combined existing and proposed sanitary sewer flows. A sewer extension permit maybe be required depending on the proposed additional flows that will be entering SMH No.5. The slopes for all proposed sanitary sewer lines should be included on the plans. 3.) An exterior lighting plan should be included for the proposed,Maui Gate Entrance. !V 4.) A landscaping plan should be submitted with the proposal' .,.. r 1sf�3 y�Ls 5.) If there are to be any new signs, locations should be shown on the plan. 6.) Although Route 159 (Main Street) is under the jurisdiction off't)ie Massachusetts Highway Department, it will be the Town of Agawam's responsibility for the maintenance of the f proposed sidewalk in the right of way of Route 159. The proposed sidewalk should be a five foot wide cement concrete sidewalk in accordance with the town's standards. A detail should be provided for the sidewalk. 7.) The plans do not show the access to the proposed handicap spaces or temporary employee parking area. this information should be provided. 8.) The following notes should be included on 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, at 786-0400 ext. 277. No piping/appurtenances will be installed or backfilled without the permission of the division. "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 9.) More information should be provided in regards to the proposed water meter pit modification. The run of the meter pit is being dropped 2.1 feet. It is in question whether or not the water line entering the meter pit, the town's responsibility, will have enough cover for frost protection. Additional elevations should be provided and/or a profile to see if there will be the proper cover over the town's portion of the water line. Proper access to the meter pit should be maintained after the modifications. 10.) The town's standard detail for a proposed sanitary sewer trench should be added to the plans. I L) It is not evident what the intended use is for the changes to the existing driveway on the east side Route 159 (Main Street). The proposed changes will have to be submitted to the Massachusetts Highway Department, District 2. The proposed radius on the south side of the driveway should be labeled and approved by MHD. If this area is a drop off/ pick-up area it should be labeled. Prior submittals for Riverside had shown a drop-off / pick-up area on the west side of Route 159. There will only be adequate turning radius for passenger vehicles and there have been prior concerns with traffic with a drop-off/ pick-up area on the east side of Route 159. 12.) A clear representation of what is being proposed on the north side of the changes to the existing driveway should be shown. There is a radius in the curbing on the north side of the driveway (approximately 13 feet west of the limit of work), it is not obvious what it is intended for. There are also two lines shown on the plan that are north of the driveway running parallel to Route 159. It seems as if there is going to be a proposed sidewalk in this area, if so it should be labeled and be according to town standards. 13.) The sewer extension permit for the proposed Rivertown Site is currently under review. Preliminary information indicates that the flows created from the existing park may be greater than originally forecasted. The widening that was done in the spring of 1999 to Route 159 should be shown on the plans. The submitted plans show the width of Route 159 before the changes were made, 15.) A handicap ramp should be added to the plans where the proposed sidewalk will intersect with driveway. A detail should be included and meet the current AAB standards. If you have any questions please do not hesitate to contact our division. Yours truly, Sincerelv /iKames T. Daley, P.E. Mil s Town Engineer Engineer I h:lengineerlsp1306127,wpd AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 TELEPHONE (413) 786-0657 David A. Pisano Chief'of Department AI`EEl FIRES 1?/6/99 RE: Main Entrance Area River Side Park Planning Board: After reviewing these plans I have found no clear provisions for fire department access. The Fire Department requires that each structure be accessible, which means a minium of 18 Feet width and 14 Feet height for a fire lane. These lanes must be kept clear at all times and no planting or architecture shall be placed so as to obstruct the approach of any structure. FIRE INSPECTOR MICHAEL R. MERCADANTE d` pEz ' PF7 ;1 • 0 " TOWN OF AGAWAM 0 INTEROFFICE - � MEMORANDUM To: Planning Board CC: John P. Stone, VHB/Vanesse Hangen Brustlin, Inc., VRK, File From: Engineering Division Date: December 16, 1999 Subject: Site Plan - Riverside's Main Gate Area - Main Street - SP 306 Per your request dated December 3, 1999 we have reviewed the site plan entitled," Site Plans - Riverside Park, Main Entrance Gate, by Vanasse Hangen Brustlin, Inc., for Premier Parks & Stuart Amusement Company, dated December 2, 1999, scales 1" = 30' and 1" = 20'. " We have the,following comments: 1.) In order to receive a Storm Drain Permit, additional calculations should be submitted for the 2 year and 100 year storm events, for both pre and post conditions. Information should be submitted for where the drainage areas will outlet, for both pre and post conditions. For example, the plans do not show where CB 106, CB 109, DMH 1, the flow to depression, and the Riverside System discharge. A breakdown of how the run-off coefficients (C Values) were computed should be included in the drainage calculations for both pre and post conditions. 2.) Provide a hydraulic analysis for the proposed sanitary sewer lines and existing 4" AC sewer. The 4" AC outlet pipe from the existing SMH (No.4) may not have the proper capacity for the combined existing and proposed sanitary sewer flows. A sewer extension permit maybe be required depending on the proposed additional flows that will be entering SMH No.5. The slopes for all proposed sanitary sewer lines should be included on the plaits. :r 3.) An exterior lighting plan should be included for the prop ,�i—h Gate Entrance. 4.) A landscaping plan should be submitted with the proposal..... ., DEC Aso 5.) If there are to be any new signs, locations should be shown on the,plan... 6.) Although Route 159 (Main Street) is under the jurisdiction ot1~ie jVlassachusetts Highway Department, it will be the Town of Agawam's responsibility for the maintenance of the 0 0 proposed sidewalk in the right of way of Route 159. The proposed sidewalk should be a i five foot wide cement concrete sidewalk in accordance with the town's standards. A detail should be provided for the sidewalk. 7.) The plans do not show the access to the proposed handicap spaces or temporary employee parking area, this information should be provided. 8.) The following notes should be included on 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, at 7$6-0400 ext. 277. No piping/appurtenances will be installed or backfilled without the permission of the division. 11 "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. " 9.) More information should be provided in regards to the proposed water meter pit modification. The rim of the meter pit is being dropped 2.1 feet. It is in question whether or not the water line entering the meter pit, the town's responsibility, will have enough cover for frost protection. Additional elevations should be provided and/or a profile to see if there will be the proper cover over the town's portion of the water line. Proper access to the meter pit should be maintained after the modifications. 10.) The town's standard detail for a proposed sanitary sewer trench should be added to the plans. 11.) It is not evident what the intended use is for the changes to the existing driveway on the east side Route 159 (Main Street). The proposed changes will have to be submitted to the Massachusetts Highway Department, District 2. The proposed radius on the south side of the driveway should be labeled and approved by MHD. If this area is a drop off I pick-up area it should be labeled. Prior submittals for Riverside had shown a drop-off/ pick-up area on the west side of Route 159. There will only be adequate turning radius for passenger vehicles and there have been prior concerns with traffic with a drop-off/ pick-up area on the east side of Route 159. 12.) A clear representation of what is being proposed on the north side of the changes to the existing driveway should be shown. There is a radius in the curbing on the north side of the driveway (approximately 13 feet west of the limit of work), it is not obvious what it is intended for. There are also two lines shown on the plan that are north of the driveway running parallel to Route 159. It seems as if there is going to be a proposed sidewalk in this area, if so it should be labeled and be according to town standards. 13.) The sewer extension permit for the proposed Rivertown Site is currently under review. Preliminary information indicates that the flows created from the existing park may be greater than originally forecasted. 14 The widening that was done in the spring of 1999 to Route 159 should be shown on the plans. The submitted plans show the width of Route 159 before the changes were made. 15.} A handicap ramp should be added to the plans where the proposed sidewalk will intersect with driveway. A detail should be included and meet the current AAB standards. If you have any questions please do not hesitate to contact our division. Yours truly, Sincerel ames T. Daley, P.E. Van a Is Town Engineer Ci it Engineer I h:leggineer%sp1306U7.wpd Transportation Land Development Environmental • S e r v i c e s • imagination I mnovat on energy Creating results for our clients and benefits for our communities December 14,1999 yanasse_ tangen-Br us 'n, Inc Ref: 0622900 Deborah Dachas Director of Planning&Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re: Front Entrance Area Premier Parks&Stuart Amusement Agawam,MA Dear Ms Dachas: Vanasse Hangen Brustlin,Inc(VHB)is in receipt of your site plan review letter dated December 7, 1999 stemming from your review of the plans for the new Entrance Area at the above referenced project.In an effort to address comments as they surface,we submit for your review the attached additional information for your consideration. • The plan scale on Sheet C-3 has been revised to reflect the correct drawing scale of 1"=30'. • The site plans as submitted conform to ADA requirements for maximum pavement slope. • We have met with Michael Mercadante,Agawam Fire Inspector,on 12-14-99 to address his concerns regarding emergency vehicle access to the project area.As such,all issues concerning his review have been addressed.Mr.Mercadante has issued correspondence indicating this project's compliance with emergency vehicle access,a copy of which is attached.We will be issuing revised plans indicating changes required to meet compliance in the future. • A detail for the fencing securing the main park area and temporary employee parking area has been added to the plans.The fencing proposed will be steel,consistent with the style currently employed at the park.Additionally,the project's scope of work has been expanded to include replacement of the existing 6-foot high chainlink on the West Side of Main Street with this decorative steel fencing.Future plan issues will indicate the limits of this replacement. • The drainage calculations submitted for review contain a completed Storm Drainage Permit. • We have attempted to obtain comments from the Agawam Engineering Department pertaining to their review of this project,and were informed they would not be available until the day of the Planning Board meeting,December 16,1999.As such,we will not have the opportunity to address these comments prior to the meeting,as we have historically performed.We,as well as Six Flags New England,are committed to responding to comments raised by town departments, and will address the Engineering Departments comments once available. • The note pertaining to landscape,.withi,.the tree belt and public way has been added to the plan set.Additionally,attachedis a preliminary copy of the Landscape Plans L-1 through L-4, prepared by Myers Sch'malenberger,dated 12/10/99.These plans address landscape issues along Six Flags Newy.Et gland's frontage area along Main Street,both in the vicinity of this project as >` 505 East Columbus Avenue t .;.�• Springfield, Massachusetts 01105-2556 - 413.747.7113 . FAX 413.747.0916 t4� email: info@vhb.com \\\06229\does\letters\Debor�DM16 front gate 12-14.99.doc www.vhb.com Deborah Dachos Project No.: 0622900 December 13, 1999 Page 2 well as on the west side of Main Street.Once finalized,the attached plans will become part of the construction documents for this project. • There are no signs proposed for this location at this time. • Exterior lighting locations have been added to our plans.The proposed fixture will match those currently installed within the park,and are of the"period lighting"style. • Additional architectural details are included with this letter.An 11x17 color rendering of the entire project area is included,as well as individual building details and sections.The buildings proposed for this area will be constructed with brick wall facing.Finalization of building materials has not occurred at this point in time.Once material selection is complete,samples and colors can be provided for your review. • The above referenced landscape plans will provide information pertaining to the treatment of the area along Main Street,including the treebelt.The sidewalk area proposed will be bituminous concrete,as specified on our current detail sheet C-6.The fencing proposed along Main Street will;be consistent with that currently existing,and will be reconfigured/installed new in accordance with the layout shown on the plans.Six Flags New England currently mows and maintains the treebelt area along their frontage on Main Street.They are committed to continuing to do so once construction of the project is completed,as this practice enhances the park's appearance to the public from Main Street. We will provide the Planning Board with update project plans incorporating review comments,once all the comments have been made available. Thank you for your assistance in permitting this project through the Town of Agawam.We trust this additional information will be sufficient for your use.Please do not hesitate to call should you have questions or need additional information Very truly yours, VANASSE HANGEN BRUSTLIN,INC. �,�GUl1�'YCYM John Furman,PE Project Engineer Cc: Tim Black,Six Flags New England \06229\docsMettersDeborah Dachos front gate 12-14-99.doc 0 0 q 9 AGA AM FIRE DEPARTMENT 1 � 800 MAIN STREET • AGAWA-M, MA 01001 '+, TELEPHONE (413) 786-0657 David A. Pisano Chief of Department F g {R E 12/14/99 RE: "NEW ENTRANCE" For Six Flags As of the morning meeting held on this day 12/14/99, the concerns of the Agawam Fire Dept.. In regards to emergency vehicle access have been addressed and resolved to the mutual agreement of all panes. All applicable fire codes have been acknowledge and taken into account in the resolution of this matter. A-406je Fire Insp. M. Mercadante 0 Town Of 0 Agawam y 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 4I3-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept_, Fire Dept. FROM: Planning Board DATE: December 3, 1999 SUBJECT: Site Plan - Riverside's Main Gate Area- Main Street Please review and comment on the attached Site Plan for Riverside's Main Gate Area prior to the Board's December 1 b'h meetin4. Thank you. DSD:prk CA � ro n a D r� � w 3 0 In 3 > w n J � Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Ma Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: December 3, 1999 SUBJECT: Site Plan - Riverside's Main Gate Area- Main Street Please review and comment on the attached Site Plan for Riverside's Main Gate Area prior to the Board's December 16t` meeting. Thank you. DSD:prk Transportation Land Development Environmental • Services Imagination I innovation f energy Creating results for our clients and benefits For our communities -VaRasse- Hungn Br_usdin Inc December 2, 1999 Ref. 06229.00 Ms. Deborah Dachos ='ti Department of Planning and Community Development 's.`' . . Town of Agawam 36 Main Streetx Agawam,MA 01001 ,n O Re: Site Plan Review Application . .;e Q 'U . Main Gate Area,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. The Applicant is proceeding with plans to relocate the existing entrance gate area to be in closure proximity to the pedestrian bridge crossing State Route 159. This relocation will allow a more direct route for park patrons, and will enable Riverside Park to process patrons through the gate area with greater ease and efficiency. 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 Main Gate Area site plan includes the addition a new "Group Sales" building, eight ticket sales booth, a "'Turnstile Building" including patron counters and Guest Relations area, a "Patron Locker" area, a "stroller rental" area, and a "sundry" area. Additionally, an existing public restroom building will remain and become incorporated into the relocated main gate area. The former entrance area will retrain for the time being, and will be temporarily utilized as an employee parking area. A fence equipped with an electric gate and actuator will enclose this area. This area will he redeveloped as part of the park's master plan in the future. The applicant requires this project to be constructed and completed prior to the start of the Year 2000 season, and is requesting this project be added to the agenda for the December 16, 1999 Planning Board meeting. We realize that the planning board has other obligations that evening and has expressed a desire to keep the meeting short. As such, VHB will coordinate with the various Town of Agawam department heads and reviewers to insure that all of their concerns and comments are resolved prior to the meeting. Consequently, we envision -- 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 email: info®vhb.com F:1062291docsVeiters\Site Plan Application I2-2-99.doc wwvv,vhb.eom r given the Board's familiarity with the overall project -- a quick presentation and discussion as to not interfere with the Board's other business. 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 21" meeting of the Planning Board. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. (3 �Y] � John J. Furman, P.E. Project Engineer 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 December 2„ 1999 by VHB, Inc. cc w/Attachments: Tim Black, Riverside Parks VHB Project File r r F:1052291docs1lettcrs\Site Plan Application I2-2-99.doc AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business Premier Parks and Stuart Amusement Company Address-1 623 Main Street, P,O. Box 307, Agawam, MA 01001 2. Name of Applicant/Owner Premier Parks and Stuart Amusement Co. Address 1623 Main Street, P.Q. Box 307, Agawam, MA 01001 Telephone_ (413)786-9300(Tim Black, ext.3202) 3. Name of Engineer/Architect Vanasse Hangen Brustlin, Inc. Address 505 East Columbus Avenue, Springfield, MA 01105-2556 Telephone _(413) 747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative Revised 11/06/98 r Main Entrance Narrative Agawam, Massachusetts December 2, 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 entrance area and related improvements at Riverside Park with a new Main Entrance Area. This narrative provides a project description and overview of the project area to assist the Planning Board in its review of the Site Plans. This new work is located in the vicinity of the existing park entrance area near the pedestrian bridge crossing State Route 159. The work limit area is predominately existing as bituminous concrete or stamped concrete pavement. Currently, patrons utilizing the bridge walk along the edge of an existing parking area in a dedicated pedestrian walkway towards the existing entrance area. The current pedestrian path from the bridge to the existing entrance is not compliant with The Americans with Disabilities Act with respect to maximum walking surface slope, necessitating the project's construction. Project Description: The project involves the relocation of the existing entrance area to a new area adjacent to the North. The applicant intends to retain the existing entrance area improvements to the fullest extent possible. The reasoning behind this decision is the area being vacated will be fully developed under the Master Plan for the park, which use is not finalized. In the interim, the area, which currently exist as a mix of bituminous and concrete pavements, will be converted to a temporary parking area for employees only. This area will be equipped with an electric gate to control access to the area. Only the existing improvements which hinder this temporary use will be removed, and include various raised brick planters and the existing ticket sales booths. The improvements comprising the new Main Entrance Area consist of: • Group Sales Building • Ticket Sales Booths • Guest Relations Building • Improved Turnstile Structure • Guest Locker Area • Stroller Rental Area • Sundry Area An existing public restroom area will be maintained and improved. Landscape areas have been identified as part of the site development plans prepared by VHB. However, individual planting species and sizes have not been included at this time. Riverside Park, through its architect Bruce D. Robinson, has retained a Registered Landscape Architect to Narrative -Site Plan December 2, 1999 review the project area and provide landscape planning for this area, as well as other areas of the park. These plans will contain sufficient detail for review, and will be provided to the Board when available. As such, we ask that the board consider the approval of this project with the condition the landscape plans be provided at a later date. The existing paved access road from the proposed area to Route 159 will be revised with respect to grades and configuration. This will accomplish both a reduction in the rate of stormwater runoff leaving the site and entering the state system, as well as elimination of traffic entering Route 159 from this curbcut, as after development the revised access way will be used primarily for emergency vehicle access. Finally, it should be noted that the amount of impervious coverage located within the work limit area has been reduced by 12,086 square feet. Summary: The replacement of the existing entrance area and related appurtenances with a new Main Entrance Area will result in the creation of additional landscaped areas and walkways. The Main Entrance Area 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. F:\06229\docsWARIOUS\Site flan Review\Riverside Park Narrative-siteplanteview 12-02- 99.doc2 --i A- vim vim.gam ,hr- Muspaud- �d�lrAar� CONNEMCETrUM Apptk mt Premier Palm Bsi • ••�•" . ',r" / Stuart AmusemeW Company ''e•' •• 1623 Main Street ^^^"'r--� � +Mmssichuseds THE GROVE �� I Q _ s r ' d b t ' [ Premier Pates& �•• Q; ,' o� Stuart Amusement Company o s ! 1623 Main SUW ® Agawam.Musacbmeft or IPA ISLAND KINGDOM WATER PARK WESTERN VILLAGE f ' • ROLrM 59, WMV � I j y M err h A l•.1� rr lal�! Main Entmm Area Riverside Park MAIN ENTRANCE AREA 1623 Main Shed • Apnm M=@*Mft rrr Fba �M r�r ovemil A Park Locus Map GRAPHIC SCALE 1 a�ew� Drainage Report Main Gate Project i Riverside Park r Main Street 1 Agawam, MA i Prepared for Premier Park ' Agawam, MA ' Prepared by Vanasse Hangen Brustlin, Inc. Springfield, Massachusetts 1 1 1 Project Number 06229.00 , December, 1999 r Drainage Report Main Gate Project 1 Riverside Park 1 1 . Main Street Agawam, M.A. 1 r Prepared for Premier Park ' Agawam, MA 1 Prepared by Vanasse Hangen Brustlin, Inc. Springfield, Massachusetts 1 r Project Number 06229.00r�, December, 1999 k 4f 1 Transportation ' Land Development • Environmental • Services • j imagination innovation energy Creating results for our clients and benefits for our communities December 2, 1999 Vanasse Han en Brustlin; lac" Ref: 0622900 James Daley Town Engineer Town of Agawam Main Street Agawam,MA 01001 1 Re: Premier Parks ' Agawam, MA Main Gate Project Dear Mr. Daley: Following is a summary of the methodology used and results obtained for the drainage analysis for work proposed at the main gate area of Riverside Park,Route 159,Agawam,MA. In general,the Rational Method was utilized to estimate the peak stormwater runoff from the site for the 10-year storm event for both existing and proposed conditions.Because of the relatively short flow patterns,and minimum Time of Concentration of five-minutes was utilized.A rainfall intensity of 6.20 inches per hour was used,as obtained ' from page 10-25 of the Mas5Highway Department Design Manual.The pervious and impervious coverage areas were calculated only for the area defined on the plans as the Work Limit Line,due to the amount of acreage belonging to Riverside Park.This methodology was utilized in the analysis provided for the Rivertown Development,which ' incorporated a much larger development area. The existing site condition is modeled as seven Subcatchments,with all but two Subcatchments(No. 1 and No.3) ' outletting to various stormwater collections systems located on Riverside Park property.Subcatchments 1 and 3 allow stormwater to sheetflow directly to State Route 159,at the rates of 0.56 cfs and 2.58 cfs,respectively.Existing drainage areas are indicated on the enclosed reduced scale plan. ' The proposed site condition is modeled as ten subcatchments,with all but two subcatchments(No. 1 and No.4) outletting to various stormwater collection systems located on Riverside Park Property.Subcatchments 1 and 4 allow a reduced amount of stormwater to flow to the collection system located in State Route 159,at the rates of 0.37 cfs and 0.12 cfs,respectively.The net result of the project's construction is a decrease in stormwater runoff rate from the property to State Route 159 of 2.65 cfs. Proposed drainage areas are indicated on the enclosed reduced scale plan. ' 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 . FAX 413.747.0916 ' vhb.com \\\Gfi=9\doa1Lt*s\1a na oatcy.aoc www.vhb.com James Daley Project No.: 06229GO ' December 2, 1999 Page 2 The proposed development decreases the impervious coverage by 12,086 square feet,from 108,721 square feet to 96,635 square feet.As such,we have not provided formal stormwater detention areas for this project,except for the ' depressed area to the south of the revised access drive. We trust this information will be sufficient for your use and review.As such,we have included a completed "Storm ' Drainage Permit Application",in accordance with the Town of Agawam Code,Section 175,and respectfully request the Town of Agawam issue an executed permit to the Applicant,Premier Parks. ' Thank you for your consideration and assistance in obtaining approval for the project.Please feel free to call should you have questions or need additional information_ Very truly yours, VANASSE HANGEN BRUSTLIN, INC. ' ohn Furman, PE J Project Engineer r 1 \06224\does\[emrslames Datvy.do 1 JI'QlW QI(AINAQ 1'L3ItMI'I'Al'I'LICA'I'IQ S To llie "Town of Agawani, Department of Public Works: ' The undersigned being the Owner _ of the properly located (eg: Owner, Lessee, 'Tenant, Intended Purchaser, etc.) 1623 Main Street,_ Agawam, Massachusetts 01QQ1l._ does hereby request a permit to alter an existing impervious area to construct a new (eg: Connect to, Alter, Increase Runoff to, or increase Impervious Cover of an tin entrance gate to Riverside park, and reduce stormwater runoff to Rte . 159. tn a draining to) loan drain, watercourse, channel ordetention facility at 1623 Main Street A awam MA 01101 own as "Riverside Park" A plan of(lie property showing accurately all storm drains, water courses, channels'or detention facilities now existing is attached hereunto as Exhibit "A". (Subinit in Duplicate) Plans and specifications covering any work proposed,-including soil erosion and sediinenlation control, to be performed under this perniit is attached hereunto as Exhibit B". (Submit in Duplicate) Calculations determining existing and proposed storm water runoff, capacity of existing facilities impacted by llie planned work and the design of detention facilities are attached hereunto as Exhibit "C". (Submit in Duplicate) The name and address of the engineer or firm who prepared the calculation, design plans and specifications covered by this permit is: Manasse Hanaen_Brustlin , Inc. 505 East Columbus Avenue, Springfield, r1A 01105 _ Attn : John Furman, MA PE No. 41010 5. The name and address of(lie person or firth who will perforin the work covered by this permit is: I To be determined and assigned by owner/applicant after approval of project D , t „ l'o furnish any additional infornialion relating to the installation of use of(lie storm drain for which this permit is sought as may be requested by (lie Superintendent. 2 To Accept and abide by all the irovisions of Section 175-1 (hroUgll 175-59 inclusive of the Ordinances of the 'Town of Agawam and of all other pertinent ordinance or regulations that pray be adopted in the future. 3. To operate and inaintain any storm drain and detention facilities, as may be required as a condition of(lie storm drainage permit in an efficient nianner at all tinics, and at no expense to the Town. Yo cooperate at all tunes with the Superintendent of Public Works and his representatives in their inspection of storin drains, and any mflinlenance thereof. To notify Ilse Superintendent of Public Works iininediately in the event of any accidesit negligence, or other occurrence flint occasions discharge to the storin drain of any wastes or process waters not covered by this permit or allowed by Section 175 of the Ordinance of the Town of Agawani. t� To indemnify the"Town front loss or damage that may directly or indirectly be occasioned by the installation of the storm drain and related facility or connection. I)PLICANT: Premier Parks DATE: December 2 , 1999 tDRESS: P. O. Box 307 Agawam, NIA 01001 WNDiTIONS OF PERMIT: APPLICATION APPROVED AND PERMIT GRANTED PERMIT NO. DATE: SIGNED: _. . SUPERINTENDENT 1 1 1 1 1 1 1 1 1 1 1 1 1 � � x n n xa I t "• % 4 H xg % •s n � d $x 9 / x@ 1 O n ur �x V W)1 x s n a + Xm �p a r �~ X x ( O 0 0 4 ///V mx r� x qx 1 A n �V X ! x Q • _ r4 ►S w % X Q l o f a x f o ox A a '© n Q x't a X" x LI a (] o @ m a d� n �- - XI -.--- A / ro x x cV 6 h ^ I h n K fl 1 fl 1 g p x t I x h $ S S r h cn o �d X / e k 4 r•� x ff 9x I _a lJ.n y x x n o f x `, �q I x 6 q0 O n rya J. 1x a �� r ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 ' H droCAD 5 .00 001235 c 1986-1998 Applied Microcomputer Systems ' WATERSHED ROUTING 0 0 0 0 (D) F2] 0 0 ' O SUSCATCHMENT ❑ REACH Q POND I I LINK SUBCATCHMENT 1 = D.A.1: FLOW TO RTE.159 -> SUBCATCHMENT 2 = D.A.2 : FLOW TO CB 109 -> REACH 1 ' SUBCATCHMENT 3 = D.A.3 : FLOW TO ROUTE 159 -> ' SUBCATCHMENT 4 = D.A.4 : FLOW TO RIVERSIDE SYSTEM -> SUBCATCB24FM 5 = D.A.5 : FLOW TO RIVERSIDE SYSTEM -> ' SUBCATCHMENT 6 = D.A.6 : FLOW TO CB 106 -> REACH 2 SUBCATCHMENT 7 = D.A.7: FLOW TO RIVERSIDE SYSTEM -> REACH 1 = CB 109 -> ' REACH 2 = CB 106 -> 1 1 ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 ' HydroCAD5._00 001235 (c) 1986-1998 Applied Microcomputer_Systems_ _ _ ' RUNOFF BY M-RATIONAL METHOD: DURATION= 5 MIN INTEN= 6.20 IN/HR RUNOFF SPAN = 10-20 HRS, dt= .08 HRS, 126 POINTS ' SUBCAT AREA Tc WGT'D PEAK Tpeak VOL NUMBER ACRE MIN --GROUND COVERS (RCN) -- CN C (CFS) (HRS) (AF) ' 1 .12 5.0 - .78 .56 10.08 .01 2 .34 5.0 - .78 1.58 10.08 .02 ' 3 .57 5.0 - .76 2.58 10.08 .03 ' 4 .54 5.0 - .86 2.76 10.08 .03 5 1.04 5.0 - .84 5.20 10. 08 .06 6 .18 5.0 - .77 .82 10.08 .01 7 .30 5.❑ - .53 .95 10.08 .01 1 1 1 1 ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 ' H droCAD 5.00 001235 c 1986-1998 Applied Microcomputer Systems REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK ' NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FTC (FTZFT) AFT) (FT/FT) (FPS) (MIN) (CFS) 1 15.0 - - - - .012 50 .0500 8.1 .1 1.48 ' 2 12.0 - - - - .012 50 .0200 5.0 .2 .74 t 1 1 1 1 1 Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 ' HydroCAD 5 .00 001235 _ (c) 1986-1998 _Applied Microcomputer Systems 1 SUBCATCHMENT 1 D.A.l: FLOW TO RTE.159 PEAK= .56 CFS 0 10.08 HRS, VOLUME= 01 AF ' C= .78 M-RATIONAL METHOD TOTAL AREA = .12 AC DURATION= 5 MIN INTEND 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method _ Comment _ Tc (min) ' DIRECT ENTRY d.a.1 5.0 ' SUBCATCHMENT 1 RUNOFF D . A . I : FLOW TO RTE . 159 .55 .50 AREA= . 12 AC 45 Tc= 5 MIN C= .76 ' _ .40 M-RATIONAL METHOD •35 DURATION= 5 MIN 30 INTEN= 6.20 IN/HR 25 PEAK= .56 CF5 ' 10.08 HRS 0 2 UOLUME= .01 AF 15 . 10 ' .05 0.00� - N rr) v° LO t0 n co 0 m ' TIME Chour5) SUBCATCHMENT 1 RUNOFF PEAK= .56 CFS ® 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 I 0.00 . 56 .31 .03 0.00 0.00 0.00 0.00 0.00 0.00 10.80 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 + 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 14.80 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 t 1 ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTENm 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc - 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems ' SUBCATCHMENT 2 D.A.2: FLOW TO CS 109 PEAK= 1.58 CFS @ 10. 08 HRS, VOLUME= .02 AF ' C= . 78 M-RATIONAL METHOD TOTAL AREA = .34 AC DURATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc min ' DIRECT ENTRY d.a.2 5 .0 ' SUBCATCHMENT 2 RUNOFF D. A. 2 : FLOW TO CB 109 ' 1 . 1 .4 AREA= ,34 AC 1 .3 Tc= 5 MIN 1 .2 C= .78 1 . 1 M-RATIONAL METHOD ' 1 .0 DURATION= 5 MIN 9 INTEN= 6.20 IN1HR .a 7 PEAK= 1 .58 CF5 ' O .6 8 19.08 HR5 -J _S VOLUME= .02 AF L` 4 .3 ' .Z l 0'00 ID n ao rn m TIME (hours) ' SUBCATCHMENT 2 RUNOFF PEAK= 1.58 CFS @ 10.08 HOURS HOUR 0.00 . 08 .16 .24 .32 .40 .48 .56 .64 . 72 ' 10.00 0.00 1.58 .89 . 10 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0. 00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14.80 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 f 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 f 0.00 0. 00 0.00 0. 00 0.00 0.00 1 ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 ' HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems SUBCATCHMENT 3 D.A.3: FLOW TO ROUTE 159 PEAK= 2 .58 CFS 0 10.08 HRS, VOLUME= .03 AF ' C= .76 M-RATIONAL METHOD TOTAL AREA = .57 AC DURATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc (min) DIRECT ENTRY d.a.3 5.0 ' SUBCATCHMENT 3 RUNOFF D . A . 3 : FLOW TO ROUTE 159 ' 2.4 AREA= .57 AC 2.2 Tc= 5 MIN 2.0 C= .76 r, 1 .8 M-RATIONAL METHOD 1 .6 DURATION= 5 MIN 0 1 .4 INTEN= 6.20 IN/HR i .2 PEAK= 2.58 CFS ' 30 1 .0 C 10.08 HR5 JLL g VOLUME= .03 AF 6 .4 ' .2 0.0m v un kn rl- m C ' TIME (haur5) ' SUBCATCHMENT 3 RUNOFF PEAK= 2.58 CFS 10.08 HOURS HOUR 0.00 . 08 .16 .24 .32 .40 .48 .56 .64 .72 10.00 j 0.00 2.56 1.45 .16 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 .40 E 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14 . 00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14 .80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 o.00 o.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0. 00 0.00 o.00 1 t ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc ^2 Dec 99 HydroCAD 5.00 001235 (c) 1966-199.8 Applied MicrocoMputer Systems ' SUSCATCHMENT 4 D.A.4: FLOW TO RIVERSIDE SYSTEM PEAK= 2.76 CFS @ 10.08 HRS, VOLUME= .03 AF ' C= .86 M-RATIONAL METHOD TOTAL AREA = .54 AC DURZATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 FIRS, dt=.08 HRS Method Comment _ Tc (min) 1 DIRECT ENTRY d.a.4 5.0 1 SUBCATCHMENT 4 RUNOFF D . A . 4 ; FLOW TO RIVERSIDE SYSTEM ' 2.6 AREA= .54 AC 2.4 Tcc 5 MIN 2.2 C= .66 2.0 1 B M-RATIONAU METHOD u 6 INTEN= 5 MIN 6.20 INIHR `. 1 .4 3 1 .2 PEAK= 2.76 CF5 ' p 10 e 10.08 HRS - 8 UOLUME= .03 AF 6 . .2 0.Om _ N r7 v to %D r m rn Co TIME (hours) ' SUBCATCHMENT 4 RUNOFF PEAK= 2.76 CPS @ 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 10.00 0.00 2 .76 1.55 .17 0.00 0.00 0.00 0.00 0.00 0.00 10 .80 k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0. 00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14 .80 ! 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0. 00 0.00 0. 00 0.00 0.00 1 ' Data for Riverside: 8xist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems SUBCATCHMENT 5 D.A.5: FLOW TO RIVERSIDE SYSTEM PEAK= 5.20 CFS 0 10.08 HRS, VOLUME= . 06 AF ' C= .84 M-RATIONAL METHOD TOTAL AREA = 1.04 AC DURATION= 5 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 FIRS Method Comment Tc min ' DIRECT ENTRY d.a.5 5.0 ' SUBCATCHMENT 5 RUNOFF D . A . 5 : FLOW TO RIVERSIDE SYSTEM 5.0 AREA= 1 .04 AC ' 4.5 Tc= 5 MIN 4.0 C= .64 ' 3.5 M-RATIONAL METHOD 3 0 DURATION= 5 MIN INTEN= 6.20 IN/HR 2.5 PEAK= 5.20 CF5 ' p 2.0 a 10.08 HRS -i VOLUME= .06 AF 1 .5 1 .0 .5 0.0M _ N rn v Lf) w n m rn m ' TIME (hour5) ' SUBCATCHMENT 5 RUNOFF PEAK= 5.20 CFS ® 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 . 56 .64 .72 10.00 f 0.00 5.20 2 .92 .32 0.00 0.00 0.00 0.00 0.00 0.00 10.80 j 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 , 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 1 Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HvdroCAD 5 .00 001235 (c) 1986-1998 A»piied Microcomputer Systems SUBCATCHMENT 6 D.A.6: FLOW TO CB 106 PEAK= .82 CFS @ 10.08 HRS, VOLUME= .01 AF ' C= .77 M-RATIONAL METHOD TOTAL, AREA = .18 AC DURATION= 5 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc (min)„ 1 DIRECT ENTRY d.a.6 5.0 ' SUBCATCHMENT 6 RUNOFF D . A . 6 : FLOW TO CB 106 .80 ' .75 AREA= . 18 AC .70 Tc= 5 MIN .65 C= .77 .60 ^ .55 M-RATIONAL METHOD � 50 DURATION= 5 MIN u .45 INTEN_ 6.20 IN/HR .4 0 3 35 PEAK= .82 CF5 ' -i 25 e 10.08 HR5 . VOLUME= .01 AF .20 . 15 . 10 .05 0.00@ N f 1 P lfS lD n W fl1 m ' TIME (hour5) ' SUBCATCHMENT 6 RUNOFF PEAK= .82 CFS Ca? 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 10.00 0.00 .82 .46 .05 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 f 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 I 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 17.20 I 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 18.00 I 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0. 00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 1 ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangers Brustlin, Inc 2 Dec 99D HvdroCA 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems ' SUBCATCHMENT 7 D.A.7: FLOW TO RIVERSIDE SYSTEM PEAK= .95 CFS Cad 10.0E HRS, VOLUME= .01 AF C= .53 M-RATIONAL METHOD TOTAL AREA = .30 AC DURATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method ^ Comment_ _ _ Tc (min) DIRECT ENTRY d.a.7 5.0 ' SUBCATCHMENT 7 RUNOFF D . A . 7 : FLOW TO RIUERSIDE SYSTEM .95 . 90 85 AREA= .3 AC .8080 Tc= 5 MIN .75 C= .53 .70 1 .65 M-RATIONAL METHOD +� ,60 DURATION= 5 MIN `u .55 INTEN= 6.20 IN/HR .50 45 40 PEAK= .95 CF5 3 .35 e 10.e8 HRS -i .30 VOLUME= .01 AF LL .25 .20 ' 15 . 10 .e5 9 000 ^ N Ln m m rn m ' TIME (hour5) ' SUBCATCHMENT 7 RUNOFF PEAK= .95 CFS ® 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 10.00 0.00 .95 .53 .06 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 1 ' Data for Riverside: Exist. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer syrstems ,, ' REACH 1 CB 109 Qin = 1.58 CFS 9 10.08 HRS, VOLUME= .02 AF ' Qout= 1.48 CFS @ 10.08 HRS, VOLUME= . 02 AF, ATTEN= 6%, LAG= 0.0 MIN DEPTH END AREA DISCH ' (FT) (SQ-FT) (CFS) is" PIPE STOR-IND+TRANS METHOD 0.0 0.0 0.00 PEAK DEPTH= .26 FT . 1 .1 .33 n= .012 PEAK VELOCITY= 8.1 FPS .3 .2 1.37 LENGTH= 50 FT TRAVEL TIME = .1 MIN ' .4 .3 3.06 SLOPE- .05 FT/FT SPAN= 10-20 HRS, dt=.08 HRS 9 .9 13.10 1.0 1.1 15.30 1.1 1.2 16.68 1.2 1.2 16.83 1.2 1.2 16 .68 1.3 1.2 15.65 REACH 1 DISCHARGE CB 109 i .2 .9 B ' 1 7 = 6 15" PIPE E- 5 a- n=.012 L=50' S=.05 C] .3 .2 ' r 0'0m - ni m c 1f1 �D r m m m - ry r-F v sn kD ' DISCHARGE (cfs) 1 Data for Riverside: Exist. Front Gate DURATIONa 5 MIN INTSN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00001235 (c) 1986-1998 A;aplied Microcomputer Systems ' REACH 2 CB 106 Qin = .82 CFS Q 10.08 HRS, VOLUME= .01 AF ' Qout= . 74 CFS @ 10.08 HRS, VOLUME= .01 AF, ATTEN= 10%, LAG= 0.0 MIN DEPTH END AREA DISCH (FT) JSO-FT) (CFS) 12" PIPE STOIC-IND+TRANS METHOD 0.0 0.0 0.00 PEAK DEPTH .25 FT .1 0.0 .11 n= .012 PEAK VELOCITY= 5.0 FPS .2 .1 .48 LENGTH= 50 FT TRAVEL TIME = .2 MIN _3 .2 1.07 SLOPE= .02 FT/FT SPAN= 10-20 HRS, dt=.08 HRS .7 .6 4.57 .8 .7 5.34 .9 .7 5.82 . 9 .8 5.87 1.0 .8 5.82 1.0 .8 5.46 REACH 2 DISCHARGE C8 106 1 ,6 9 1 / .8 �. .7 6 Z 12" PIPE CL 4 d n=.012 L=59' 5=.02 .2 l 1 J 0. QL4 U'1 0 to 0 Ifl m t(] W 1n N N r'7 M V v In In DISCHARGE (cf5) 1 1 1 Proposed Conditions 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � N S �low -III ' Wi 'Al 7fl 7 d / "• � © 4F5 x �y n � O 64 ' a x . '� � .•p r td _ R d � o m x x _-.... 1 � -"'a"a'.eMybn �.,...•-�4�� pCq■I�� �nn.w.wi �� ^ ,P�;.".=1• i�.^.-�+-.,_�r�.`.�.:���r r n •� �_T�• � IrYp{1 T!41 �^{[�ZIC.gi�y .._„`� Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 H droCAD 5.00 001235 c 1986-1998 Applied Microcomiputer Systems ' WATERSHED ROUTING C> a 0 0 0 o� o 0 0 ' O SUBCATCHMENT ❑ REACH Q POND IJNK ' SUBCATCHMENT 1 = D.A.1: Flow to Route 159 -> ' 9UBCATCHMENT 2 = D.A.2: Flow to Riverside System -> SUBCATCHMENT 3 = D.A.3 : Flow to Depression -> ' SUBCATCHMENT 4 = D.A.4: Flow to Route 159 -> SUBCATCHMENT 5 = D.A.5 : Flow to Riverside System -> ' SUBCATCHMENT 6 = D.A.6: Flow to CB 1 -> REACH 1 SUBCATCHMENT 7 = D.A.7: Flow to Riverside System -> SUBCATCEKE:NT 8 = D.A.8: Flow to CB 106 -> REACH 4 ' SUBCATCFIMENT 9 = D.A. 9: Flow to Riverside System -> SUBCATCHMENT 10 = D.A.10: Flow to CB 2 -> REACH 2 ' REACH 2. = CB i outlet Pipe -> REACH 3 REACH 2 = CB 2 Outlet Pipe REACH 3 REACH 3 = Flow to New DMH 1 -> ' REACH 4 = CB 106 -> tData for 06229:Prop. Front Gate DURATIONo 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems RUNOFF BY M-RATIONAL METHOD: DURATION= 5 MIN INTEN= 6.20 IN/HR RUNOFF SPAN = 10-20 HRS, dt= .08 HRS, 126 POINTS ' SUBCAT AREA Tc WGT'D PEAK Tpeak VOL PLUMBER (ACRE)__ (MIN) ---GROUND COVERS (tCN) -- CN C (CFS) (HRS) (AF) 1 .10 5.0 - .62 .37 10.08 0.00 2 . 35 5.0 - .54 1.12 10.06 .01 ' 3 _28 5.0 - . 30 .50 10.08 .01 4 .03 5.0 - .65 .12 10.08 0.00 5 .26 5.0 - .51 .79 10.08 .01 6 .62 5.0 - .88 3 .25 10. 08 .03 7 .97 5.0 - .84 4 .85 10.08 .05 ' 8 .13 5.0 - .89 .69 10.08 .01 9 .21 5.0 - .79 .99 10.08 .01 10 .15 5.0 - .88 .79 10.08 .01 1 1 1 1 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 H droCAD 5.00 001235 c 1986-1998 A lied Microcomputer Systems ' REACH ROUTING BY STOR-IND+TRANS METHOD REACH BOTTOM SIDE PEAK TRAVEL PEAK ' NO. DIAM WIDTH DEPTH SLOPES n LENGTH SLOPE VEL. TIME Qout (IN) (FT) (FT) (FT/FT) (FT) (FT/FT) y (FPS) MIN) '(CPS) ' 1 11.3 - _ - - .012 160 .0100 5.3 .5 2 .71 2 6.7 .012 45 . 0100 3 .8 .2 .70 ' 3 8.2 - - - - .012 50 .0500 9.7 .1 3 .05 4 12.0 - - - - .012 50 .0200 4.7 .2 .62 1 1 1 1 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2- Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems ' SUBCATCHMENT 1 D.A.l: Flow to Route 159 PEAK= .37 CFS @ 10.08 HRS, VOLUME= 0.00 AF ' C= .62 M-RATIONAL METHOD TOTAL AREA = .10 AC DURATION= 5 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc (min) ' DIRECT ENTRY d.a.1 5.0 SUBCATCHMENT 1 RUNOFF D.A . 1 : Flow to Route! 159 .36 .34 AREA= . 1 AC .32 Tc= 5 MIN .30 C N . 0 = .62 ' 22.26 M-RATIONAL METHOD 24 DURATION= 5 MIN 20 INTEN= 6.20 IN/HR 18 3 . 16 PEAK= .37 CFS ' O . 14 C 10.08 HRS J . 12 VOLUME= 0.00 AF . 10 .08 ' .0 .04 .02 0-00 L ' TIME (hours) ' SUBCATCHMENTI RUNOFF PEAK= ._37 CFS 10.08 HOURS HOUR 0.00 .08 .19 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0.00 .37 .21 .02 0.00 0.00 0, 00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14.80 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0. 00 0. 00 0.00 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vana88e Hangen Brustlin, Inc 2 Dec 99 H droCAD 5.00 001235 c 1986-1998 ARplied Microcomputer Systems ' SUBCATCHMENT 2 D.A.2: Flow to Riverside System PEAK= 1.12 CFS ® 10.08 HRS, VOLUME= .01 AF ' C= .54 M-RATIONAL METHOD TOTAL AREA .35 AC DURATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc (min) ' DIRECT ENTRY d.a.2 5.0 ' SUBCATCHMENT 2 RUNOFF D . A . 2 : Flow to Riverside System I . I 1 .0 AREA= .35 AC Tc= 5 MIN .9 C= .54 r, .8 M-RATIONAL METHOD .7 DURATION= 5 MIN u .6 INTEN= 6.20 IN/HR 3 .5 PEAK= 1 . 12 CF5 ' 4 e 10.08 HRS Li VOLUME= .01 AF � .3 .2 1 . 1 0.0CD TIME (hours) ' SUBCATCHMENT 2 RUNOFF PEAK= 1.12 CFS 0 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0.00 1.12 .63 .07 0.00 0.00 0.00 0.00 0.00 0.00 10.80 j 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 , 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14 .80 f 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 j 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 18.80 ; 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Hrustlin, Inc 2 Dec 99 H droCAD 5 .00 001235 c 1986-1998 Applied Microcom1puter Systems ' SUBCATCIMNT 3 D.A.3: Flow to Depression PEAK= .50 CFS ® 10.08 HRS, VOLUME= .01 AF C= 30 M-RATIONAL METHOD TOTAL AREA = .28 AC DURATION= 5 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method -- -- Comment -- Tc „{min) ' DIRECT ENTRY d.a.3 5.0 ' SUBCATCHMENT 3 RUNOFF D . A . 3 : Flow to Depression .50 ' .45 AREA= .28 AC Tc= 5 MIN .40 C= .3 .35 M-RATIONAL METHOD ,� 30 DURATION= 5 MIN 0 INTEN= 6.20 IN/HR �. .25 3' 2e PEAK: .50 CFS G 10.08 HR5 0 15 VOLUME= .01 AF i0 ' .05 9.90m N +*1 v Ln � r (Ci rn m ' TIME (hours) ' SUBCATCHMENT 3 RUNOFF PEAK= .50 CFS ® 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0 .00 .50 .28 .03 0. 00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.40 f 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 C.00 18.00 ` 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Hrustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 _(q) 1986-1998 Applied Microcomputer Systems 1 SUBCATCHMENT 4 D.A.4: Flow to Route 159 PEAK= .12 CFS Q 10.08 HRS, VOLUME= 0.00 AF C= .65 M-RATIONAL METHOD TOTAL AREA = .03 AC DURATION= 5 MIN L INTEN= 6 .20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method Comment _ Tc (min) DIRECT ENTRY �. d.a.4 5.0 ' SUBCATCHMENT 4 RUNOFF D . A . 4 : Flow to Route 159 . 11 AREA= .03 AC . t0 Tc= 5 MIN gg C= .65 .� •138 M-RATIONAL METHOD 97 DURATION= 5 MIN u 06 INTEN= 6,20 IN/HR 05 PEAK= . 12 CFS ' 3 e 10.08 HR5 04 UOLUME= 0.00 AF .03 .0 .e1 0.0gm - N r) 17 U') Lo r, co CD ' TIME (hour5) ' SUBCATCHMENT 4 RUNOFF PEAK= .12 CFS ® 10.08 HOURS HOUR 0. 00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0.00 .12 .07 .01 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 11.60 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 I 0.00 0.00 O.OG 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer SyStems ' SUBCATCHMENT 5 D.A.5: Flaw to Riverside System PEAK= .79 CFS 0 10.08 HRS, VOLUME= . 01 AF tC= .51 M-RATIONAL METHOD TOTAL AREA = .26 AC DURATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method _ Comment Tc (min) ' DIRECT ENTRY d.a.5 5.0 1 SUBCATCHMENT 5 RUNOFF D . A . 5. Flow to River5ide System .7 - 70 AREA= .26 AC 65 Tc= 5 MIN 50 C- .5t .55 M-RATIONAL METHOD ' .50 DURATION= 5 MIN `~ .45 U INTEN= 6.20 IN/}iR .40 .35 PEAK= .79 CFS ' p .30 a 10.08 HRS -J .25 UQLUME= .01 AF Lt- .20 . 15 ' .95 0.00m - cv 4 n ao rn m ' TIME (hour5) ' SUBCATCHMENT 5 RUNOFF PEAK= .79 CFS ® 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 10.00 0.00 .79 .44 .05 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12 .40 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 ' 14.80 ( 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 f 0.00 0.00 0.00 0.00 0.00 0.00 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HVdroCAD 5.00 001235 (c)1986-1998 Applied Microcomputer Systems ' SUBCATCHMENT 6 D.A.6: Flow to CB 1 PEAK= 3 .25 CFS @ 10.08 HRS, VOLUME= .03 AF ' C= .88 M-RATIONAL METHOD TOTAL AREA = .62 AC DURATION= 5 MIN ' INTEN= 6 .20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method _ Comment _ Tc (min) ' DIRECT ENTRY d.a.6 5.0 ' SUBCATCHMENT 6 RUNOFF D . A . 6 : Flow to CB 1 3.2 3.0 AREA= .62 AC 2.8 Tc= 5 MIN 2.6 C= .88 2.4 2.2 M-RATIONAL METHOD 2.0 DURATION= 5 MIN U 1 .8 INTEN= 6.20 IN/HR " 1 5 3 1 .4 PEAK= 3.25 CFS @ tO.08 HRS -J 1 .0 UOLUME= .03 AF Lj- .6 ,4 .2 .Om t N �'1 Q Ln 0 th 0o ON 0 ' TIME (hours) ' SUBCATCHMENT 6 RUNOFF PEAK= 3 .25 CFS 0 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0.00 3 .25 1.83 .20 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14 .00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14.80 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 .80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 _ C 1986-1998 Applied Microcomputer Systems SUBCATCHMSNT 7 D.A.7: Flow to Riverside System PEAK= 4.85 CFS @ 10.08 HRS, VOLUME= .05 AF C= .84 M-RATIONAL METHOD TOTAL AREA = .97 AC DURATION 5 MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method _ Comment_ _ _Tc (min} ' DIRECT ENTRY d.a.7 5.0 ' SUBCATCHMENT 7 RUNOFF D . A . 7 : Flow to River-side 59stem ' 4.5 AREA= .97 AC 4.0 Tc= 5 MIN C= .84 - 3.5 M-RATIONAL METHOD 3.0 DURATION= 5 MIN 2.5 INTEN= 6.20 IN/HR PEAK= 4.85 CF5 ' CD 0'0 a 10.08 HRS -J 1 .5 VOLUME= .05 AF 1 .0 .5 0.0m m M m TIME (hours) ' SUBCATCHMENT 7 RUNOFF PEAK= 4.85 CFS @ 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0.00 4 .85 2 .73 .30 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0 .00 0.00 0.00 0 .00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 - 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14.80 I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 I 0. 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0. 00 0.00 1 ' Data for 06229:Prog. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Srustlin, Inc 2 Dec 99 - HydroCAD 5, 00 001235 _(c) 1_9.86-1998 Ap ).ied MicrocomputerSystems ' SUBCATCFtMENT 8 D.A.8: Flow to CB 106 PEAK= .69 CFS ® 10.08 HRS, VOLUME= .01 AF C= .89 M-RATIONAL METHOD TOTAL AREA = .13 AC DURATION= 5 MIN INTEN= 6.20 IN/HR ' SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc min DIRECT ENTRY d.a.8 5.0 ' SUBCATCHMENT 8 RUNOFF D . A , B : Flow to CB 1136 .65 AREA= . 13 AC ' .60 Tc= 5 MIN .55 C= .89 .50 ' 45 M-RATIONAL METHOD DURATION= 5 MIN 40 INTEN= 6.20 IN/HR .� .35 3 .30 PEAK= .69 CFS .25 e 10.08 HRS ZB VOLUME= .O t AF 15 10 .95 9.00m - �v r7 17 in to rr m rn m TIME (hours) SUBCATCHMENT 8 RUNOFF PEAK= .69 CFS 10. 08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10. 00 0.00 .69 .39 .04 0.00 , 0.00 0.00 0.00 0.00 0.00 10.80 I 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 12.40 k 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 f 0.00 0.00, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ' 14.BO 4 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 I 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 17.20 I 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 ' 18.00 f 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235_ (c) 1986-I998 Applied Microcomputer Systems SUBCATCHMBNT 9 D.A.9: Flow to Riverside System PEAK= .99 CFS @ 10.08 HRS, VOLUME= .01 AF ' C= .79 M-RATIONAL METHOD TOTAL AREA = .21 AC DURATION= 5 MIN INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method Comment Tc (min) DIRECT ENTRY d.a.9 5.0 SUBCATCNMENT 9 RUNOFF D . A . 9 : Flow to Riverside System i .95 ' .90 AREA= .21 AC .885 Tc= 5 MIN . 75 C= .79 r, .65 M-RATIONAL METHOD C- 60 bURATION= 5 MIN U .55 INTEN= 6.20 IN/HR W 45 PEAK= .99 CF5 3 40 .35 C� 10,08 HR5 .30 VOLUME= .01 AF LL 25 .20 ' . 15 1e .e� 0.00m v n r• Co, rn m TIME (hours) ' SUBCATCHMENT 9 RUNOFF PEAK= .99 CFS 9 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 .56 .64 .72 ' 10.00 0.00 .99 .56 .06 0.00 0.00 0.00 0. 00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15 .60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 .40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 ' 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 18.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 18 .80 f 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0.00 Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems SUBCATCH24ENT 10 D.A.10: Flow to CB 2 PEAK= .79 CFS 0 10.08 HRS, VOLUME= .01 AF C= .88 M-RATIONAL METHOD TOTAL AREA = .15 AC DURATION= S MIN ' INTEN= 6.20 IN/HR SPAN= 10-20 HRS, dt=.08 HRS Method Comment _ „ Tc (min) ' DIRECT ENTRY d.a.10 5.0 SUBCATCHMENT 10 RUNOFF D. A . 10: Flow to CB 2 .75AREA= . 15 AC 790 .65 Tc= 5 MIN .60 C= .88 r, •55 M-RATIONAL METHOD n •50 DURATION= 5 MIN •45 INTEN= 6.20 IN/HR .40 .35 PEAK= .79 CFS ' p .30 a 10.08 HRS _1 .25 VOLUME= .01 AF LL- .20 . 15 .05 0.$0� TIME Chour5) ' SUBCATCHMENI 10 RUNOFF PEAK= .79 CFS 10.08 HOURS HOUR 0.00 .08 .16 .24 .32 .40 .48 . 56 .64 .72 ' 10.00 0.00 .79 .44 .05 0.00 0.00 0.00 0.00 0.00 0.00 10.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 00 11.60 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 ' 12.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13 .20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 . 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18 .80 I 0.00 0.00 0.00 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 19.60 0.00 0.00 0.00 0.00 0.00 0. 00 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec- 99 HydroCAD 5.00 001235 (c) 1986-1998 Applied Microcomputer Systems REACH 1 CB 1 outlet Pipe Qin = 3.25 CPS ® 10.08 HRS, VOLUME= .03 AP ' Qout= 2.71 CPS @ 10.12 HRS, VOLUME= .04 AF, ATTEN= 17%, LAG= 2 .5 MIN DEPTH END AREA DISCH ' (FT) _ (SO-FT) (CFS) 11.3" PIPE STOR-IND+'TRANS METHOD 0.0 0.0 0.00 PEAK DEPTH= .65 FT .1 0.0 .07 n= .012 PEAK VELOCITY_ 5.3 FPS .2 .1 .29 LENGTH= 160 FT TRAVEL TIME = .5 MIN ' .3 .2 .64 SLOPE= .01 PT/FT SPAN= 10-20 HRS, dt=.08 HRS .7 .5 2.75 .8 .6 3.21 ' .8 .7 3.50 .9 .7 3.54 .9 .7 3 .50 ' .9 . 7 3.29 REACH t DISCHARGE CB { outlet Pipe .90 ,r .85 .60 ' .70 .65 _60 .5 .50 .45 11 .3" PIPE 0 .35 n=,012 L-160' 5=.01 ' w .30 .20 15 ' . 10 .05 ' 0.0% N v w m m N v kn CO m N v %D co m N v 1a 1 - -. - - - N N (V N (V rn M ri ' DISCHARGE (cf5) Data for 06229:Prop. Front Gate DURATION= 5 MIN INTEN= 6.20 IN/HR Prepared by Vanasse Hangen Brustlin, Inc -_ 2 Dec 99 HydroCAD 5.00 001235 __(c) 1986-1998 Applied Microcomputer Systems ' REACH 2 CB 2 Outlet Pipe Qin = .79 CFS @ 10.06 HRS, VOLUME= . 01 AF ' Qout= .70 CFS @ 10.08 HRS, VOLUME= .01 AF, ATTEN= 12t, LAG= 0.0 MIN DEPTH END AREA DISCH (FT) (SO-FT) (CFS) 6 .7" PIPE STOR-IND+TRANS METHOD 0.0 0.0 0.00 PEAK DEPTH= .41 FT .1 0.0 .02 n= .012 PEAK VELOCITY= 3.8 FPS .1 0.0 .07 LENGTH= 45 FT TRAVEL TIME = .2 MIN ' .2 .1 . 16 SLOPE= .01 FT/FT SPAN= 10-20 HRS, dt=.08 HRS .4 .2 .68 .4 .2 .80 .5 .2 .87 _5 .2 .88 .5 .2 .87 .6 .2 .82 REACH 2 DISCHARGE CB 2 Outlet Pipe .55 .50 .45 ' .40 +' .35 .30 .25 +! 6.7" PIPE ~ n=.012 L=45' 5=.01 � 20 10 1 .051.11 r 8.00m ' DISCHARGE (cfs) 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INT$N= 6.20 IN/HR ' prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 H droCAD 5.00 001235 c 1986-1998 Applied Microcomputer systems REACH 3 Flow to New DMH 1 Qin = 3.09 CFS @ 10.08 HRS, VOLUME= .04 AF Qout= 3.05 CFS @ 10.08 HRS, VOLUME= .04 AF, ATTEN= it, LAG= 0.0 MIN DEPTH END AREA DISCH ' FT ISO-FT CFS 8.W PIPE STOR-IND+TRANS METHOD 0.0 0.0 0.00 PEAK DEPTH= .56 FT .1 0.0 .07 n= .012 PERK VELOCITY= 9.7 FPS .1 .1 .27 LENGTH= 50 FT TRAVEL TIME _ .1 MIN ' .2 .1 .61 SLOPE= .05 FT/FT SPAN= 10-20 HRS, dt=.08 HRS .5 .3 2 ,62 2 x FINER ROUTING .5 .3 3 .06 ' .6 .3 3.33 .6 .4 3 .36 .7 .4 3.33 ' .7 .4 3 .13 REACH 3 DISCHARGE Flow to New DMH I .65 r ' .60 .55 .50 .45 .40 - 35 .30 -' 8.2" PIPE 0. .25 n=.012 L=50' 5=.05 ' o 20 15 .05 f ' 0,0 ' DISCHARGE (cfs) 1 1 1 ' Data for 06229:Prop. Front Gate DURATION= 5 MIN INTSN= 6.20 IN/HR ' Prepared by Vanasse Hangen Brustlin, Inc 2 Dec 99 HydroCAD 5.00 001235 (c) 1986-1998_ Applied_Microcomputer Systems ' REACH 4 CB 106 Qin = .69 CFS Q 10.08 HRS, VOLUME= .01 AF ' Qout= .62 CFS @ 10.08 HRS, VOLUME= .01 AF, ATTEN= lot, LAG= 0.0 MIN DEPTH END AREA DISCH FT (SO-FT) CFS 121, PIPE STOR-IND+TRANS METHOD 0.0 0.0 0.00 PEAK DEPTH= .23 FT .1 0.0 .11 n= .012 PEAK VELOCITY= 4.7 FPS .2 .1 .48 LENGTH= 50 FT TRAVEL TIME = .2 MIN .3 .2 1.07 SLOPE= .02 FT/FT SPAN= 10-20 HRS, dt=.08 HRS .7 .6 4.57 .8 .7 5.34 .9 .7 5.82 9 .8 5.87 1.0 .8 5.82 1.0 .8 5.46 REACH 4 DISCHARGE ' CB 106 1 .0 .9 7 1 v 5 M 12" PIPE ~ CL 4 n=.012 L=50' S=.02 Lli .2 1 I . 0.0m m u) m in m to m in m in N r*1 r9 v v lfl in ' DISCHARGE (cfs) 1 ' J At U ti . 1, .4 tiro JAL �r �. • WN .41 wIr l = r, 1� �� r r •a oil AM A NEW ENTRY AREA SIX FLAGS NEW ENGLAND AGAW ANC, MASSAC H US ETTS too . , I - ❑ F— CLJJ L $yo UJ ui W f Y � w r r O O Q cL Li O IZ I ' P cj;70 a fiy 4 nj xFlag5 NEW ENGLAND BRucE D. fi DRAWING LEGEND . -fL!yfs;::�� malpsa 7-1 TIRE PAGE SD-) ILLUSTRATIVE SITE PLAN SD-2 LAYOUT PLAN .. A-1 FRONT GATE SCALE AS rRo[m A-2 FRONT GATE R)•M 1 Aar+ A-3 FRONT GATE DRAWN 9r: o.. A-4 TICKET BOOTHS&RFSTROOM A-5 GROUP SALES CKkCLW&1! wR ENTRY AREA PERSPECTIVE A-6 SUNDRIES SHOP 'o" MOM A-7 DETAILS GATE BUILDING SHUT# A-8 DETAILS SUNDRIES SHOP A-9 DETAILS RESTROGW GROUP SALES T- V L9"WXAD �x 9 � 9 IiVO AdiNl QASOdOdd m = A g ❑NVION� MAN SOVIJ XIS z 66191zi 1V1uvwns,l m pg O 4 A 0 ti 0 f= r tL 4 � IL v �JL xlC T Lo El ++ kr r a �H IB J T � a a u> s LU uj Ld >_ Q 4 � N J 2 � 7 — a 3 w 1nQ w k 8 1 � N IiVO �kd1N ODSOdOdd U C]NVION] MIN SSVIJ XIS `" x z sln7mn3a I' Q A ` a 0 I F 1 I r I I I 1 r r r LZ + { r I + I 1 r + + 1 I f - r + e a E :l 00 I � a n _ CYG/ F I R\ r r + / + y / T { + a .L f p -- - - - - __ All 3 5 0 z w i s METAL FRRAL a a COFFER DOW WF AGEO AN41H S fYPON a7A= LOLFYER VEMS FYFON s7DTW DECORATIVE METAL AiWL FYPON RTADJO FYPOH R0901a0 FYPON fa6CM6 © BACK-Ur FAMED SIGNAGE WM�S BEYOND FYPON ia924M N DORMERS FYFON RISI100 ATTACHED TO ROOF SRIL-R NICHE 5ACX4Jf Fl LINE FYFOH RIS 00 �� �` '�� 7 DECORMFM A_ WINDOW.7-*W. TtAMUNALY PROFIED q.r t• 9GN LGCA"ON CAA M tr We r— -- — r ---------------- [..I_,I Rdg OPEN F j 1 LL r OPEN T d OPEN Cm OF IN i OPEN OPEN i OFEN L 1 ' ' L ___ ------J __"__"_____� W sE+t WALL ` Q FRONT GATE ELEVATION A z� FLU A•I yl�1.4 A- LGHT FWURE "'� /lj [vV) 1 �/ V S1�FARML 2 A-1 2 1 + ES.EVATIDFF A- S LGHT FLOIME CL A.7 A• A I 7 J LL- O I LIGHT F�URE _ f r- ! x n v TURNIME. I / LL tYPI GATErrrR OVERHANG.M. ]P HACH I — RAL METAL TIVA __ ___ ____ WEW000 CAP,WAUI I 1C' d L Df7ECFORi, r_—-_._ _ I w/ I I 1 T +i` 1 , I 1 TYF_ — __ _ __ — — - _,_ _—�- ---J - J1---- -- —_ __ — --- --y -- -- -- i. I , CONFERENCE LOBBY Al UNFINISHED SPACE I I —� -�-- d-- — 1 I ! :EMAPti°''EE A SfxF'18g5' RESTROOM NEW ENGLAND GUEST REIAMNS LOSS CHXDRTM B H u C E D. I _ - --- _ � I I i I I I I ' rII ____ ___ _ - - � I .,� u I I DORIC l COLUbAA FYP. MANfE! SCJUL• AS NCsLD DAM J2f6RF DRARAJ BY: SACCo FROM GATE PLAN I CMCK011f: ux N JOR• 99II3CJ a S ID ARM A_I A- ] 19"60RA0 ■tea .Ems ISM: EtlEI E11a: s>r■ -- - - -; a.., I1w wo�^ afoot IIIIIII 0 s . i ,r ISIRRIM-NUMM jEj •x.-+w�o+c•Dieu. 1 I µETAL$PRE 3 1 __ yy AGEaFiNQN PMON�R w0?E3C31/OtA IOTNER VENTS WGODTRTw rd f'IPat1 l9m0D © f 1 WOOD LASE 0 cl riM 1LATED $LATE ACM PRECA9 CAP METAL SPIRE F"ON 6131em f;rm COPPER FL SH14G ❑ W/AGED FINISH W FMP'ON IDWE! � 12 R6e0LIS 7 Q TRADITCHALLT U3ltC COLUMNS Q n MOFIEDGUTTER J V WOOD CORNER `r VIA r LIGHT iRCTtIRE A•7 L1GH7 FLRURE A37 ' ' 1 BRICK SOCDER e k COURSE AT LASE PEE PLANTER WI PRECAST CAP Z LRIC!VDVEfR COU SOLDER COURSE Al BASE w Lu FRONT GATE ELEVATION ? FRONT GATE ELEVATION Lu Ad 3/16'•1'C AJ y1{ti I'� � O Q O- 4 I I LL O x STRLICTIIRE Al REOD. FCR come 1 I WOOD LOUVERS ® ® MOUNTED ON w eAcxassT WALL ❑ p ❑ SixFlags7 NEW ENGLAND PRECAST CAP k $LTTLICTSIlE a45 ( REODtOR RpOF BRUCE D. -1 ul SIMMAIM SLATE LOW FLUUSE GEIHG UAW AWK ROOF.TY' i VENEER RO01M. ETAI ,LfTR pin,kp wPrf� I Dods. TYPICAL DORmfR W1&ACIRR WNpOWS , MOUNTEDON ROOT I LRLCAVENEER SCA$JE AS NOTED i FACADE _ 0ATE4 12161" 17a mouff IHG DRAWN L7; SD I i t10M fmURE 7 Td NErAff OF LIGM cwi:xm ar MR I 5MUVURE AS REOG lDe f R91 L102 roR poop $MEET 6 3 FRONT GATE SECTION FRONT GATE SECTION s FRONT GATE SECTION A—3 A•Z yl{'-Id ' A-3 yl{'•1'17' AJ vl{ti1R 0 S IO IgYeDRAO 3 FrPa1+®o DWCRAtuE wOOD 0FrAR• I LWIIMTED SLATE SHWAS A t �B "�12 ic TRACMOt ALLY PROM"Gum eR,cl row Loa D�OrAFM BRACKIr COURSE i1T•{' PRECAST B t AX tr++sT FwFu o/oR ♦d i opt" CORN" H ❑ e � 1NtA ri+sA A•7 s,v i BRICK SOLDIER COURSE TICKET BOOTH ELEVATION TICKET BOOTH ELEVATION _ 3 TICKET BOOTH ELEVATION TICKET BOOTH ELEVATION A� YI6-I'd A_ _ •••• YTP•I'd A'A 116ti 1'd A� ylf--1'4 W WALKWAY Ad W { 7 LAMINATE COUNTER L - - - - - - - - W MEWS wc*qRs U-i I ❑ I A/ ROOMID loo' A A C) Lu Cl I I As I na I I • Q p- - - - - - - - - - - I #— —f` � O •j VEE'NEEERRICc fa = - ----------- ------ DWORATNB LL, DEMO v J DOOr -'C STRUCEXISTTUTURE E7�reu4 I s RES[ROOM A•A A-& !f WOOD POSTS PLO; ICKET BOOTH PLAN ,ENTRY RESTROOMS PLAN__ 3T1i�1'd y16•y 1'd T A•9 SixFlagv �a ---'- --'- NEW ENGLlND SOLDIER COW ME 1 PRECAST CAP - — DECORAME I WINDOW SFAULATED SLAtE $1i li C E D. 12 ; MOOD TRIM ROOF OFF ' FYPON 00452M �1 IiAORq 110.1PMii M I WOOD THE AZ SCALR: AS NOTED I 6S 1' SIGN LOCATION i f ' — i DATt - 12/N17 BRICK SOLDIER I i DRAY1111 RT: SD , COURSE AT BASE I 1 ., I I i CMTCI28 FT: OR just "113.02 s RESTROOM ELEVATION r WOOD TRELLIS . RESTROOM ELEVATIONnRESTROOM ELEVATION Aa YIA'•1'Q ','� y1f'•I'd A`� yli-•1'4T' 10 A-4 p 147'1 eDRAD i I = A_� Dreaurwe ----------- Wl+oorrana ------------- �' RTON 11090MO wooD FASCIA t _• SIGN iOCAT930 i I 'w IRCK Saw"'.t iL(TURE e COURSE , I FOFF.CLIE VEN®I If'-r!I ® �iL F+ff IFillOFFICESTORAGE ------------------------ QGROUP SALES BUILDING FRONT ELEVATION coum Room w1 kOODTR6� I7 PRECASI CAPS DEWRATLVE \ R Wla)ow WOOD TRW 17.1 1 rT : .L I -- 17 T I I TRAA MIOFLED I I _- GUTTER 1 1 _ %m=PA."vL I I — PF CORBELED Off Ilz 1 ' ' I-I•.I GROUP SALES BUILDING SECOND FLOOR PLAN PR — �J alitira � �' ECAsswE V) V) n srr•-��.�.-ij ".. LL 7 s GROUP SALES BUILDING ELEVATION X Aa yls.ra a— UP CAM sAALill.rfD AGENT AGENT AGENT FAECIL RR�� OFFC:E OFFCE T� SLATE ROOF t• BRC:K SOLDER 001)TRW COURSE lICL ROWLOCC Opt A• ,�- CoulsE SiXFtags Ira• - NEW ENGLAND I I L1GF1I►GdNRf S LOBRY n RECEPTION A-7 AGENT AGENT AG&AF AOW Room STORAGE 31Cs11! BRUCE D. kft FENCE ua I -- a��rcw�ew.nsrtu I 1 1 I I w I 1 - �� 1i sGllt ASNOTED I.. - -- .. --- _ _-J OAT@ 17/41" Mwmsi; =ccC GROUP SALES BUILDING FIRST FLOOR PLAN s GROUP SALES BUILDING ELEVATION . GROUP SALES BUILDING ELEVATION cmcan Er. IDR Jlli'•ra mR f 1�7%jv ENElT R 0 S ID A —5 { o IaneDRAD 1 , i 1 I A MEAL FKLAL COPPER DOME ASS®FPM I I 6 I � FYPIX+�gOpta - -------•---------- wppp C.lIPOIA M I TTPON r,AmO I PYPQN.o"100 Aa 1 iRApBiDNALLY PPOPIED wODDTRElta I OPERABLE CLOCK cum I i OORIC COLUMNS I wOOO MUSTER SIGN LOCAIION r- - IRMONALLY 1 VIA STRVCTIIRE AS REo0. rrra' I I tROPBED GirtlElr 1 1 I MIER I r I 2 1 it$ I 7I 1 PRfC�TCAI BRiCR VENEER 7 } °-r r --T I - eRICR row wCL L I calTSE Q 1 � V I I I I I rni ra• DPEN , 1 1 OPEN W F— r SUNDRIES BUILDING ELEVATION --J L--------- BRCK SOLD& W SUNDRIES BUILDING ELEVATION COURSE FWLIRE W Lu A•6 31I a-''� SL lMe I � I �' U„J r•---- --- - --- --- - _-� - ---__ ---_ + __-- ---•---_- ----- r --z Ln (Do IL PRECAST 12 0 S r0 LL O PRCOrArNE n� � PROP Ai I S I I f Eli r i -r-------1 I r-- ----- � i I Aro 3 SUNDRIES BUILDING ELEVATION I I I A-a + I , Listi1•4r — • SUC ag5' NEW ENGLAND WOOD LOINFR f r------ ------------ S3MMA I ROOF. BIiUCE D. sz I slGsr LOCATION ,x I T I I I Iz•r� "a...v WOOD LADON -- A-6 I --- i PROP ICAM AS NOTED f I r--�� I - _ _ oATt , r i 1 — I I Down BT: sn ccc SIRCGTUrtE I OPEN OPEN I CMRCY"ST: Bolt r 1 — T— 1 jot •vnao? BXRTP I I - L________________..__� SUNDRIES BUILDING PLAN SUNDRIES BUILDING ELEVATION tINSUNDRIES BUILDING ELEVATION A- 6 A+ xf a•�ra- A+ st$or xia+Tar Lla�ra a I,Pr aoltAa 1 ( } u Z 9H.5SIA O!A W. 133A Chain 24 HA1iOVER LANTERN MANOVER I•ANIERN - AM Kp,m STREET 470 K GN 51 M 9330 NANOVEX FA 17MI RAN MR PA 17ml H.22% PHONE(717) PHONE f7171 632�.e•1 W.11 Vt FAX(7171 02-63N FAX(717(672-SM9 I PO. /n�t�P�,I FW FWURE S.?= Ff%luRE•:94M ll 63L G VERGE stout G VERGE POST LIGHT FIXTURE z PENDANT LIGHT FIXTURE n•7 H,SS 9310 H 26Y4 1 E T1 3 TIO 21 VA - _ r f x Y Si I—f HANOVER WnERN H mOVER LAKURN !�f{ ' ` ' ,�37a a7a H GH STREET A70 RCH SMELT _ - �•I i W ti�"�. �>:�- .v•..,: H. 19�tt HANOVER,PA 17331 1a ' HANOVER.Pa IMI L� N W. 7Va anONE V17 ave.a. rHONE vl)as as FXT. 10 FAX:1717)632,m FAT:[?47 632-5CM LU - rX TId 15%FoauRER257P Fn FJRE#93fO Fwwt:C VEROE HNRFt G vERpE w Q SMALL LIGHT FIXTURE LARGE L1GH7 FIXTURE s BUILDING PROFILE ��/� �s: ''F" - "` - "'_ A"7 N.IS- A•7 11.75- A-7 3/W-1-- l/v[P�JV) < ^ '+A? z, 3,; LL cl— s .yyk -''��'�f A:•>i�6Lr- >�r t ( �,,•� r"7"_. s i d 17i. 1 •E r ''' y7' yA}r -�. 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MYERS SCHIALENBFRGER Planning Urban Design Land Planning Landscape Architecture c0LUN8US 462 South L u d I o v Alley Columbus, Ohio 43215 616 � 621 - 2796 FAX 614 621 - 3604 DECEMBER 105 1999 L5HEET INDEX I MAIN ENTRY AREA LAN5CAPING PLAN L- 2 L-3 L-4 GRADING AND 5ECTION5 w I1400115 N AREA B . _..._. , IN E4TRY AREA AREA A SEE EE= SEE SHEET L-2 _ ._ �- --I;� -.z r---. • ---,�_'_-,_`z-- Y I i-- __ri �I r—IIr 1 s_ i Ire �� i 1 �_-�fl Il �� ,i":i 7 1 I ! •• i- • — r I I r �_I j 10 I b I k 1� J rr ' •. .• q�ii "rr~` MAIN 37REET �`�'. - � _ ` r , �I I • � + � --, :! I •+.• AREA C ROUT 1 1 m Y ° ° e_r + I ° ? 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II; 1;4 �1� �-I `\I I t / / / --- I Agawam, Massachusetts /,'/" a, , , /, ,/,/ / I �\ I t. I1 ,!,i _,I � , . 71 C) __7 1=92.0 (CB4) X ,��,.,, , C;8 I N8 .6�,' - _,. I . 0 I I I I"( \ 111 1=84.1 (DMH5) :�`.� 0' 4 IN�I \ , I ,\ '�> I1�__ __. -.I------- \ I I I I , �:1111, � J\ 'I I ) � , X.82.6 '_1 - '.'- ,.,e \ ! I=02.. i II� ) ' \ ,qi , ,� ? /(ii'i'X \I Z811 V; 4? 'Ill i (­0 11 �k � 2.,7 \ ,� ;-,I .. \6, I . -... 1'� , , .I %, ." ,�, .� 1. , ,�I / 11 i 1,e� - X . W�i",\ � It. , �,%"\ - / I ,� , 1 ��5� 1 Owner: i I \ - � . 1 _%��, ? 1, � kI / RIM=96.5 I / q�', I `-,,/", - / �, " --_� 1 ,,,.-,,- A-7-8 / I _. . � I \�,.N ,%''� ; 1' I-\- ,e1, ,I / i � 1=90,7 (DMH1) . j 0i i - ,, ,V-3 ­, 1� � �,��Zz_,,�J !x88.4 i I 1. hi 11 i/ I11I ) ) � DMH5 le. X88.9 \ I \ // XI0 \ ,iI �,,� ;;/ ��, _� , , . � , r U I ,9 ., I , I0 , 111 , ,� , _Z�7___ . I �, . I I f I , - ,��, 1, I I \ /,/ , . ,f4'.i'r, ( - ki " , , 11.�,.", �, . � 1 , \ 11 1=83.0 (DMH4) Premier Parks & __ I� \ " . .,;,).,JJP ,,, � \�� I /, / � ___._..1_. \ /5<9 2.9 \ 1=88,0 (CB2) I F X , I. 1V /�// f I* 19 )X 'by i i � /f \ 1�_ ___I . -<--���- �, , __ - \ ' 1___,__.­___-___�, / _�, �:k. -___ __ -, _.1, , 1 � 11 I >1 94-31 t ' J .11 \ 1_�­,�N -�,,11-11_� / � I " ,��". / 1=82.9 (CBIIO)­ ___ -.-- — I -,.,. , ,,,. X89�9 1��_,� ' I I I J �I lla��i,I 1. ." -, \�kl� ` � I.. ,, / //. .— , I , x / ---'! " -­� 1 .11� / I :I! , . 6 C.J-) �-, , , , �' , ,,- I I I N -Q- ; '- 11 ., ---.- - Stuart Amusement Compan- _.- L J k ,- - - \ ,i . I r, 11 C , 11_�_ Ix * *�o�oo _-� /___ - ,,�x�,\ : - , __1 / _ ,,11 i I . - , I', V 1 P/ / I -. (�111 � �_,�, / 11 ( II.., I I A I I 1, I NOTES;- .. 4 ­ 1,1�1 / / . Qa ---)J , , 1'--- I1 ' f \ V ,-%,,I-,' r ' z? ' Fj� J,(._) i; c)\ X94.2 ,\ �,�_ " II A, , -,:"��,\N, 11 "";/�/ ­­_ X 87.6 - --.-,.,-- ___ - , , _ � � XN , \ , -_ 9 ­ I623 Man Street ___ .______._,. ; I ! I . - I .Aarm,, " wm=��,�, , ,/ /, / /, _--j- \1 I—_ ­­ __ I __:_ .....�r. !.I I i ; �_ iiiiiiiiiiiiiiiiiii mollim 1!!"M�'Opllir_,� I , . - ��\ 111111111111 1111111111111111!11� , r, i _1L t�� ,�_-"_:.. I i __� 1. CONTRACTOR TO PROVIDE TIE POINTS FOR ALL UTILITY STUBS TO PERMANENT BUILDING -1 i r f i , 11 ­_ . \ I/ 1 ; I � V.Iv- . , - __-T - 1111111111111111111, 10iiii" 1111111111111111111 X -) / �I . I :1 1 # iz !v' -.- �'1 , / / — -MR o6i""J 0,,,,,,,,,,ii, ..= ,MMU - MIT`_-__,_____, -----r_- ,---. ... L , .V" 'A I � , -I i :=- -, LOCATIONS..� , . ) . _ 11111111111111111111� WORK Ll I>11 8 8-3 � " . ,77, -, P.O. Box 307 i I I ��­'"i_� , 4, /" ii­�-- .\.7,m-, /-� -iiiiiin 111111111111m NnEft mum ,,,,,,,,,,,,iiii .f r I t � , - �, 4',t'-, ,� , - 1 ,/ 2. PRIOR TO ANY INSTALLATION OF ANY SEWER, WATER OR DRAINAGE LINES, THE �_�_%,, J4 -��-�- -'.-:-_�-_.=!��_-<,;, ,Y­,,'� _II 1111111111111111111 II - ,__,j�i 1 _­___­ 't'j. , � �:� . -- - ,.-.. � k M.9 CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM'S ENGINEEMNG DEPARTMENT. ATP/ ,, � '�) , )7 L5 F '­ . - II f, , .�� :7�:­­_­-7�_- ­77. ­ ­ I -.'--- ........li--_�� +29:53 Ll_ r?r - * , , ­1 . ­ ,_ . e� , , . , ..-1 �__­ "" I�11��11111111 �����i... I �f.-.0 7 7 f, _�� -, . _:: - . IF i,--- -- � .-- . I-_-��1� ­11111'',­_ X89.4 �� �4> . ­, -.--.---'--�.----.'-'-�-L-.�___.. - - ,,--"/,-, . t;;��=Z��4 ­��1,11 ,Fi / .� ., ��, .­ J , " 4_1 - 413-786-0400 EXTENSION 277. NO PIPING/APPLIRTENANCES WILL BE INSTALLED OR BACKFILLED,� -­.- I 1 X91.0 1 ,J ­ - t- ) . . ,..�?;.-11­",y -� L,, .2/1 . _. _ I'll, Agawam Massachusetts *___ _'�-.-.; I.. .-I.- i " , , -) - ��--­- ----- 1 `;'-p" -"'L ",, ,�,;"__....'- . 1��;_, , (_�­ , ,_y WITHOUT THE PERMISSION OF THE DIVISION. .. ­­3�,"".­­ L. _t - - - y -Y v- , 11 ,, I - 1,0 I5) , . I ; 11 � _ . .1 y " i ___._ I__ $._� � ­P -, 11 ��__ � -.�.'-­- , , \ . r,(�,� ( I..-1 - I . ... - . . I -,'A- �,- - ) - ,N7�"10 ,"ki,:OR ��. ---�1 ... I ) ., ..�� J- I . .� ,��,� L,"�I, -6 � ) i -- 17-1 ­r7--,- - ­ - � �.... ....a-, - ­­`;i­�_ i .1 .,.I -71 ,V i", �j!�!,_,��L: .:, �. �. , �. . ,j 1,, 1)*L�� � �-_­�-_. . ...� , - �... .1]:�.�­,.:..' .,.. . - � �_ e� ,�'. -,,:',.,. . WIv. i - ,..:�-:--;,-:­ - �,� .�,.... I , ;-.,.:.:�:_�� -1:s ... , ­.. ." I;-.. ."r �, -- _!ZZ.. ._... � - , . . ,r, I., �j . I . -� �- .,:,r ;" i . . . I , _�_. 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I / 10 '-�* � �j� , 1 1. . � 1- 1. , " :L..,:..- . .. . _ , :', - ..':';:�­_" .. ­�_ - � ­­.- '-m-, . . . .. 1. / . : i "I" . . . C � � '.---- I - , _ �_ . .� . . - -.1 .. . :, . , 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING .­ , -.1 " i 1�11i �� , ,� � - ,-; -".-..! r. ", -.,..r I -�, -, ,- � � ' ` _ ` , . ' -, ri ,I ,i, 6 .,� , , _. ;;.. _,"L, ?I ', - I I r .. . . _ _ " ..T -, �� ,!,,--"...,"--r�.%!.,,..,,-"-;..�, , , ;..it _-� ��"L.--. .. � , r �'- -�,-,�-, -, . ,�.. k�i.,. :N. .." I \ CONDITIONS SURVEY WAS COMPILED BY HERITAGE � "',_ , , ��:.;? ---�":i�-1 ` .- 1 , -�,, ;' .,� e., _, 0, _-, �-..1�"., .1 .%., \I tL___ j " \., o I .,����J I. , I . . .. __� �'.',i.��L.]!,L���,'.,'� - -, ,��:�,r,:"";",......,I,,.i��,,.,..�".. 1;) - - :.� .�- i_­ - 1! - ;'o ' .1., , ",6 "� � . '.. ­,,".-'r." , ,.4 1 - . I ;� ""_ ' _` ,\ - \\ SURVEYS, INC. OF SOUTHAMPTON, MASSACHUS= AND IS , Y. :_ - .-C - - - , ... , �-.1, .. V,�aXA' - - 'WO-411i - ___. 5 W.I T_ ­t'_11, V.1� , _`� ,�`-.,,�. �.-� r0i, .. _"177 .,� ,%;..",,�t�,"",,�..;�."A.,r;,.,,, _W V .4 ,,,� ,;4�1,".;.. SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN I - :�." -,..-.,---.' . . I, -. �-.�, , , '_� 0) -,' " ,.--, WT. 11._�L* ,.��i�.z -5,I J',,,�,�"� ; " I I � , . ,- "' .i � � � 0 ..- - - , �,,/ \�, , � J 88,5 .-� , . 7 1 V � ,,* lr'-� - -'S�\ I I !��I 11A.... ,/ ., N V, IJ5, , I IA I � .In k k I :�,! . ,;�,� ,. . � .. .. ��"�7� I. .�_,, ., . .� ,�1�7,.� - %. , - I tI; .-77 : . '.. .\_t"' .�:­' -.�!i.,-` '. .�',� . I L'� ..:, ' L'�::"�.�,�;1.1;1...;���.. ­,...., � . 'A ` ": A:, , , . .", . - �%�',�"-,,,.';,,i-,�,�� -1 -W­--,%__# \ , , . I . ., . .�� , ,�y , . ! AGAWAM, MASSACHUSEITS" SURVEYED FOR PREMIER XEl�-0 - I V , ., ,,, ��; I . . . ,:.:, 1 ,;',.",�:,�,."".--�"i��";"". .4-0� ,i�,­­ I I" I . . I" .. . �� _ - ,:i , .i­ - . . . � .- . -- '' - I , . . . . .1�,;:, ,.. ,I'— � ,� ��,,.1 . I'll -`­..­'--.�',�N N`­� ' -:1-L�','i.-, . . . -".. ,I'— .�':� � , ,, �'. ,.n ��, .a- �,­A7:&.f: �r%!�-!"�'g",i:,' X B8.6 il- +71.8 6 _r I _... l, ,��r.�;j '. ­_ , . _-, -y ­:".-- -... - - -- -,:", 'T"�i:,,)�'_-� i I . -, , PARKS, INC. DATED AUGUST 4, 1999. ,. , , V,�!.',. ,-,.r.- :4. ... .r_1� : .. . . . � ,. ,-, , I �­`_' ­ - " ""L, , ,f: .\ . . -,, .Aa.- - !­�, - .:. _'_'��­., - - 6�.. , I- . .T, - - - . - �� - I � 14 -X.�" �_ ­,,..,Tr.�,,� " -, - ,R�R.-�_:,- V 1 4. �! f,l%-- .--w-__tf , . - - - __ __ _.. . --- '91, LII f y -&.�.3,-/ I I � 1 , �,�'�!;:m . ___.- � .1 %.. "" YJ1_ . . 1, _74 ..,.. ... I I - --- , i 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT , 4 .1 __ _­�_1 � , ,.� . . I _____ . -_I ..��, "...r;,""q­jj&,'L�',', . . .­; -, . -." "'1� ", I 11 . .W­�::: ��17 , ,� � . INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. ,J '12 :� 11 �.... �!\1, ", � . .�L - .j, I -,�,�""-,."t-,!_1'�6._,�:.1. ' � 1 -. l _. . ".X =�i;� rr; "', . .. .. j... .;r-.�;:.1;,.,�_,-.,;i, , �,�"--' �-�";� -` . � X8 ;/ , r1 DMH I & 4" ,� L'Il`��� . I �,�� 2 ��I��nI f I VAS 11�I .k.,.,.,-.,_, .1� 1 -N,,�1 /I / ,-"-� � r I- 6' I : �, .1 ­ J /� - ,, - ;� 0 `��. �1� .", ,� . , -.,.,1 , �_�,4 .-L �.� �, M __ ,, 1(80 J 1 � .� ., , L.2 . , %, '. . . , . �;i..'l-, fi`� .-..,.'11"1,�" .'I. It...�- - --- " i q , 4. .�Kr,;.-.��9 .- __ (4. -, I .-. ---- -V, ,,, � �. : .:-,! :� � ,-,'.�, . . �-1 ,;l ? .-.-. I _: \ . . . . , -�...-�.--. -�­., �;;�,,. 11�1 r-,Jl � - , J! 9r /// ,� 7. I " N .. .", � . R , C �_, �_" ,<t 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. ," 1 . � -0-1, ,I\ 1�. � �1 ,� _.,� ---�'�.;:.�L. 11\ / /i I / 11 . f, ,�' ".:.C�;,�� �;�-,-,z�'c. ..�� -Z 4, ,�. ___. / "I- I ,.� > ",%%-- � 4 ,,,.!�".""��."-l.,.,-i",...,..!,.,� ­ ,� -,-"----- , 1-1 � 1; <,R 1.I ROBINSON ARCHITECTS ON NOVEMBER 29, 1999. 1 / X \ ! - nVH , __===_=�=rl�-= . - '--, ,i%_-,�".,�.'J��,O!�, �,-, \.. 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I.i ii� I " � 14 " !11 I ! ) I 111 *1�f'�(,; . / ,. )I-) 9 X \-_ ` i 4A10 - \ r � L 11%aspAPmjccUW229ka&d1"20001P`lanfttWront Gate\Mot_Dwg : . i /Nil). % �•' / �� / t/ ( / � / f / // � ! ,- wJ � �� "1 + } Ir�j I ram. .l } �:�:f � j '! J' _� _ .,� , I �.�� � - rye I !f f /// / t r//1/� •/ -////, , r�.J . f. /i I {f ' 'I - 1 \,/ j 1f\ U ,N. f --- ^ ! / /` r I I t / I J t r�:_ �L _._�, N. C`3� �- I- r. i.J NOTES: / /f /.j 1--J- f.1 �' }4 75.3 I `\ , C F �.f r�y'"� f I/r /f�+ ���+ / ,ir `// / !� / / _ j��`�_• �.. `J �� t it �� j 1 f \ -` ^rJ DiAH 1 1 J �.tl � J i 1. EXISTING GAS MAIN V417HfN WORK LIMIT TO RE REMOVED TO LIMITS SHOWN. INSTALL NEW GAS ! / J .., IAll. 1 J �4.415 MAIN AS SHOWN SIZE TO MATCH EXISTING. PROVIDE MINIMUM 4' 0' COVER OVER MAIN, INSTALL b' ` ` f'/• '/ 1 f i ! j-,: /},��� }•'rr + E �`0 , I .�. i `� j 1 �`4 f t"\ \ Lr \ I !rr L.���-- • n:. �/ / j� I $ •-J,?• \ � - r / t \ `: I 11' METALLIC LOCATOR STRIP A MINIMUM OF 1'-O ABOVE GAS LINE. CONSTRUCTidN MATERIALS, 11 /' r ' r / �'- j " �� -' z `• ` \ 1 �` x'1+ ! ( •% METHODS AND SPECIFICATIONS TO BE IN ACCORDANCE WITH LOCAL, STATE AND GOVERNING UTILITY .' r r / - " �� �, / I(( ! /!��rr'/i kr-�.__�'' f j i f;� ,<< q3 �i�` r , ,.( ,, I i .af COMPANY RULES AND REGULATIONS. .-/, ` ' ,_+ I / 1/ l � ./ �/ �„ .I + i.f 1 r �',L� 1.1 ..}`,„ � _`_�/' �._., 11 • i ,' ` �•, t 1 I f �� . '` ALL UTILITY 5TU8S TO PERMANENT BUILDING" y - // - -i ' I / / / A.Sri j!! f /: '`�. / \ \ y 9 j / � i I 2. CONTRACTOR TO PROVIDE TIE POINTS FOR I 'Y J j ( E.� /' � % / 9 I I Ir t f :rr i \ ,, .i {. J,) f E ,, LOCATIONS - ! , , r" % Z _ ~ r + j I SERVICE 70 PARK IN WORK LIMIT. PROVIDE INSULATION ti- .- 1 I l (� :fi f I S` 'L -'� /•� ��j ` f•'' rC - / \;i `~ Jf 3. CONTRACTOR TO EXPOSE EXISTING WATER I },_ ._. �1 1, � 1 f €11 llfri `i' I {!I i r i ' ' `',\\� i `\, /` �} f �ti , �{I l I� I T WHENEVER COVER OVER WATER SERVICE IS LESS THAN 4'--0'. • J _ __..... - I ) !I J rr r/ 1 r i 1 i �I j ! 1 ' \ \ !• / / i _ . Vanasse Hangen Brustlin, Inc. �' -- ��` " .. r- .. �- - .. - -. -' i ( f - :11.-1 I i I, �, `~ '' \ r,-•:•: I I. 4. PRIOR TO ANY INSTALLATION F �'1 _ `` s_ „ LL ONO ANY SEWER WATER OR DRAINAGE LINES, THE -" __ /' &' 1 r X;)5• ` ' i` `3 �'f, �}.g `� � r ,- � /� CONTRACTOR/OWNER SHALL CONTACT THE TOWN OF AGAWAM'S ENGINEERING DEPARTMENT, AT '�' 'G / Jam,/ r ' -- l_.-'-' .. ' :. -"~- 11-� _.___� `�/ ' r A5 r I r \ ;� I BILS�30I �! 17! / Nor /r~ - -`�_ �" ....r._: "" "..•�-^�-•^ �_ ...-- ' ' , ± : - E �- = _1 ' `_.- _ _ __ _� - �� ,/ 1/ f ++ I j I \� �, �; / \ r 1 f �' I L413-786-0400 EXTENSION 277. NO PIPING APPURTENANCES WILL BE INSTALLED OR BACKFIL LED s ���-_ vf-�,; _rr %O __� ���/ , / I f I I ! �L1 0 \ \' r / \ } ..� 1 ,�0 1 L ! WITHOUT THE PERMISSION / �- -�'`� " f �'/" , lij , )� \\ \ I f' ! J`y`\ , s E E SSION OF THE DIVISION. land Development y_. = _ �_ -- r '- .r I ? I �\ \ ,�'' f / �. --� f` / ,,.---------=-_-___'-__-_._.,) Environmental Services ff i, -�.•^J-F _ -.-._• r _' Wti�`y-----�-�--' j `I r L �,4 w� •\ ,� i - \ f' ` I f ir' ,\ `\ I __ .._..._.».+q11 / / f ' _ _, r' f �- -' _ f - J '+ �. I }j I �! i ` j/ °f i �� j ; ; �l'� `v %�ql. !� Il /,- /; - `�r� -!r /^ / �' -a. i" ✓�� _ - 1 \.\ \` !/ f t >' {` �j ,% I _ _f._� I / / j• i/ ". f - !�.� �- -___-�' 1'. .y <'' t '1 I i '\ \ ; �y--'' f r .rr \ i :l.' ,\.J 1 -�. i •_i r /�� ',._ /�_':�k 505 East Columbus Avenue !11 / / -, f�%'- ��--�- �._-- ~i I-� _.Jc ..ti.�"�j�. �ttN . l I r 1 �' l y , �, f. f x S'3 7, �\ ..•� J ,I `[ {1f C S' Springfield,Massachusetts O110S r 1 J 1� / •�/.�`F'�-�:,�-.'_ .- . _ :J�.I.L.- ',- i j ( I I p \` -__w ,-,,i r ~ fi '/. /i' = ��` , !' , _.. r -\ 413 747 7113 F f / ' ' �� 3.f // _ ; �� t f ( " ` I : , f 1 �fF3� u111rrY slauclua�LOG11d1 DATA Ecr>wlrlgaW FAX 413 747 0915 f;. r - ��.! �, - � { .i. t`l am .rl�+� i .il k... <; i F; f��r 1 I \' -'r I �t1 STRUCTURE NORTHING FASTING Its it , z i j f / •• r I ! ' . 1 �q.. I ( Y.�_3,..� y;::r el / , ..- _ r / 1/ ! IJ ". '-"./�Jai//_ - `//, 5 r ! - _ (:, , i }.f' I { J '` I , J ,I '\ "/ I �''!'%' ' - , /// y.. - '• --" X ?L� I I�' 1i,f I Yv# �I( �' ( ,. /x `�L__I.._..._ ____ \ DMH2 38r257.4871 296667.2131 �ii.•y r I r / DMH1 38O I 9 f / Applicant: r'r �'� ��z �f ,} � I 'f`'�'j 1 , , f'�,.� ( I .._._. _�'. _i � :31.6334 296774.9251 Pp " r �" �" / `.. `,, II Q f f `! I ; . r ^ ' ^'k :N� J ! �� 7 {.- ' _,... DMH3 380059.3887 296709,5068 P Parks & r/. - U 3 r _r �.'. _ _ - Premier ar s _.., ,_.-__ , f'" �� ( ... .. h11 II T li, , e I3'`}may I' I C!3 s r' ` I 4 _..._J CP I0 �' -...__......_...._, DMH4 380149.685$ 296806.9291 A,, / �} l I p r'r i } /• mow. 1 r� .•.. 1. ' } �. \ ;�: ! ,* {d}ASId fi' P I I __ I !.;r 11 J 1 `� ;' _ ~``` ! ~ _I �^r,� _-"a- �,� DMH5 380247.3042 296798.0416 l � \ Jj�,� I "�If ' �: �'S a f.,ktl �"•- /1 f/ff: , \\: f;r�� ,rj T J Of :( .-� l CB1 380224.3745 296697.1955 Stuart Amusement Company .J`/ -, (', 1 }. y Ut LJ Y /q I 1 I".^ .v- _ /' �/� i�._ -�` �'��.� '\�� -Q. / `.�- , 86-E3 'j CB2 380234.4078 296912.2099 'X 89,1 �1., `: lJ. j 1 �N 3r ry j' - I ? % - / ;/rf,1 /!`'� "<�~�4,.� '._ .-� 1 -: , 77' 1623 M - : ! � 4 � � I e / �. , e \ s Y, � ��� � \ C83 380144.8734 29685D.0899 Main Street i !�z:Uf,`7.fit' - .� , i I f j j' � ,a� '� 1 j! r�iZ'�FVZ�t,Qk-?h ~\� '- �`- �'•�ti� 1 f-- J ,,, _ y C04 38CI71,9554 296826.2049 x S i.�'. r 1 s' _ I I t .,I it II 0 / °`� \�", Y� 1 �� �\ fir^,,-/ f Y � _-_�.- % ` I 4 : . I I ,� ,} f//j./' / ; �\ �� _ - -``'._-- ` T f y,E�l_ _,.�' f -_ SMH7 380174,7950 296809.8591 P.O. Box 307 f // i f p '°_ _ �_-. rcI r ;� r :,+ 11 /t �,� :��- _. {L ~a 1 r r "_ - -�f... _ _ __ 5MH2 38Oi55.3544 298758.2818 f { r E,7 .�� ! f ,� 7 ;' i i` 'f// / ! �\ ��- 4 ry l �� tr �'' !'` -"J , 1 I f �, I s ( ) f J i I C ( 380011.5132 296752.0863 / `` I r+ i 11/ Y� r , i ll J/! I __, `� t t ,-`" y CB 100 (EX} �,- i �- . „ I SMH3 Agawam, Massachusetts k , r 1 f;'r ''Iit1..' f` �..}.1 r r:,%!t r `11 ( i i�f\ L1_L I . t � t ;} I I 1 1 4 t J� �JC r/ f -,�,\, -r �; i:' \ Rx92,7 -1.__._ - -==I EMH1 38D 28.6597 296830.5855 �, }•" ` i f. ! I }i /r / i \� �`1 Z �„_ g py r' I aslr2 ILL Ex '�I--.-.--.-..-__,.__ I \� - _ _� `_�A� t I I J j it ' -�J i I j _/%i�f a iC .�. `` %_1 . , � �`�' 1 (.; 1 i !=88. IN EX� - t \ I (,. ('! ' ``\ ��'' ' 11$2 i�IM: 15' ; `� ,i ' Owner: I�I I I 3 -1n 7 f l',,,4`"",k,.1_ � '�2� '� .ar.. f I- C, 1,81r QUT V , C7 pp �AA , I j )� .I I ;C %. /`l rtr f Y 1 l 1. I `"��z,� i 0`,�;',. `����,� /' `,, ///r/.�t / r �.l - EXIS7r ELECTRIC`\ �II 131 ,' !� j � Premier Parks & :' } 1 r I ra�„ I �s , t,` ~ . _ rr J/�j�' I MANHOLE 1 ti,-._�.__. �•--•�=. xJ. 1"t I. i,l '� - y~�`� / �,� r -� , �� --__ _�_- - Stuart Amusement Company -- - - -_..__ -_..---' -,.•���•�•` .,. 1 .f .*- 3 j I 7L y j 1. r e l 0\ -__ '. . ` � "I // :���' ;, _ i1j 1. `f� �. _ _.._._ ._- �ti•-tip• . • ' t �ryy� ! �j ' ( t I ;1 1 !'-1 I -r3 `�� -�1L- ,-,\, 1 ``• I f rf/ fF ,` / �\ r �- `-_~ -- - -� _ _ I+ \"amO,L `,�; r / TAP IN% EXISTING GAS LINE_ RE&NN�C{• �LL4E�tSI G 1623 Main Street .. - r r / GAS EATER \AFTER COMPLETION NEW�NST 16bAT19N. y V... .._� j>_} Fl t'= ! J ;\ "�•`-y } Z, `)r�_ti~1",�T`\-- f.� -', ..i , ` -r j '� --'-- -�=_-- ..-- ._�._-.._..-J - P.O. Box 3 07 >:88_ t !)} I 'i - ;t�I I;�li �� �sT � A 11CC �y r , �`Y'l � � r r +L� 1 r.l+� `�js . 1r"'� .�WORK LIIII�T' �- i f d I d - 7! ,h j -- __.. �"�•"�•►'L�.�.��_,.(r+ra. r '�_=_-' �" rl _. �r ^� „ F W �r_ �- _ _,. F,_ >: �.,t j , �z ; 3 �Il: , � t� JK f.21 ;�..._.._..____, a;- -�-- f '; '5 r Agawam, Massachusetts _ �0t. r.. g _�__-. - � . . ,. f �.. - - • •�� e_'. .,r:.�_ r , r'., i-t. - _ l✓ r, € �3 } , I -� : y iy �,� , �`..Y `,-`�',f`tL. _...-- -- v==. _ c. _ _..__._. ,,,.,:..err, + 1~ _ ..-�,• • '` i tjj,l I ',..Y Itf7 �, ': ! n P','„ t", ;,,, E I 1 \...i V r `� '�f .�4�4 !� Ywn' ( 1 ~"'�i _ = _y_.- -.- I L 13y } I Ip n: P p f t 9 ! . S� ,wY'rr " n 3 >a ` I _.... '-- .. --... ... ( . 1• .,..,._�.. ` 1 @ ' t' L.a',('11."j . I r,l, n , f , k':, i.><,. ''s : ''i a ( v:, r' i h „i,4 - �.i, r.. I // '+� ---'_._. ._._ `., !Kr 8 ,, ' ' :,a - ,G',.,r. t f, ["' "i.-' I,. rd���.• ?, c.,, `..h~X'� •Il, I { • ____ .�__.. Ll. +- .A', 9, },; T, ,. :.r�,. 'tip: , 1 1 1 i E: "� E >e. �. .. I ti 1q , ,il r .�. ._.- s _.. . ._ , ,,. , F NOTES: .. 1 • m i.....:.. �. r r r. .�.,, :, Ir t r _ ,..... .. .:: r .,::r.i.N+,l r. - ".F .r+, .r -rti 't: �. •i`. r F�i�ra;�. �i nr 1 r' ��• r Ir.t 1-.. f :. I r .� ,( a r+f, +:. 7.�-.. .. l a, ,r, - .ti, �'"' ,r'= ? ';i /t: ,_,_au,.. 1 x' , i I i „ . �.. , 55 I ' r " ;" / � 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING h 1 ,�, i. 3. .r _- i ; ,',, ,_:.; ;:5 .-: r ,,,; , o-� ,;� _ < :a , *.'Si'' ...1. i ( ',Z, -- 1I I .c `'� :s }, a„ •y H,, yw-,;'., }r Y+ CONDITIONS SURVEY WAS COMPILED BY HERITAGE i p s ' I `� I �r { 1 1 / \ I z;,'} t i \ SURVEYS INC. OF SOUTHAMPTON, MASSACHUSE17S AND IS •` �� .�.-.1Ut�)r:.} (I i;G ''Ir n�1,L - r 1t g'. '' "Y i r. I ,s } ICr `'S,y t�� LI "R . i X R ..'' y , ` �y SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN ' /J. 1 rVil *1 v`f\ ' j i I I' J `. c ti l}Y ~•� 7I ` y, Lsf ,fQ {� 1 `8 :_,._-* , l , :: _ t - v � ,, =r TERLl111E .dIV,� 1\ 1{?N A A4V r A G AM MASSACHUSETT i' .b t•9.0 -��_• \ % r:. r ;' \ I, ':. S SURVEYED FOR PREMIER I T•86 �- �' I :; _ '" , 2 - ->- _._:jt • r PARKS. INC. DATED AUGUST 4 1999.L i% \ T`` 1� A /.i.� L 4 Y#.y r �yr� z rI- € .. ( REW c_ x J� -�� 2. THIS PLAN 1S FOR ENGINEERING DESIGN AND LS NOT __ iJJ..J 1 :� , ai ,�� �., / : I�I E DETAi ` .. r,_ ,/ � - - F I-- y� . \ -•_ r� -��-- F 1 {{]�,qq INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. . j r , n _ �. l�' !,. ;; , : ff.. ,� C -: -•,\\ �v E ( �► / 3. PROPOSED SITE I / �� I r Ij _ \ \ ;�. r} I, ,�i , 7 ;_, - - d '�_V � / E LAYOUT WAS PROVIDED BY BRUCE D. \ / ILi T - tY �` _ C ECTS ON NOVEM R r T I ROBINSON AR Hff t '- , f 1 r , 94. r Dsr,'s 1 `1 V - -=- -_ _ t jti ,S =t.' �. I BE 29. 1999. l r _ ? r� ',a 'xa irr I .t "i� ------ -''' - !.`;s, X - .`.(�1. - - ,.' _ - - 1.;� , _ I'+3.6D� / t 6 , ``�r 1 rJ O'- ,c . pF , ,, i- -t .,� r•F± •,� _ TJ r.I .;'.! I ` -1 `1 r` ..,r a71V1H I - r AS 1. ',.j .`- -r ,} ' , \ �- ` 11 h I {-'ti� r rr7 \- �(� ZZ j II I --;-, - +,"„ I�•�D:7 3 IN 4 F {; . . q r:'.,:A I 7 �, I i r ` .. `, X! 9 /'+I J 8 9.J 1 1 I I � r' `,. • 2 ;�f �s:L'i1 , ',I t�� �.). I� S' :'1 I �•, `_ t r (� ,. I ,! 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".(`,r REVISED PLAN PER TOWN EE TRENEI� . ;. •.. .: :.. ,�. .: ..... .:: 1,,.;.. :.,: .. :. , ,. �'}r r - .>�' - �. 11 �.. :r 1 1 { ! -,.-, .:'i. .,.... ,� .�, -. ;h,,tl,d `:` a1, s "� ,t `ila, `�, '1 Fr \ 2 _ I y■:,h.., �r ti , - r 1 D1 07 00 JJF r -..-�.- . ♦ - ! 1 R �,., i, r, r.:.. I' :;. i .4. r� 1 k �:{: r l I 1 9r::/ \I +1 4 / / - REPAIR DETAIL I " ry I ,, , ,.. y ., `• ,/ I OF AGAWAM COMMENTS -( IJ- : q ,.�. F I f,: \/ r� a „ S, s {? r / � \ rf�f_.4_�� } : ,�. i `, REVISED PLAN PER TOWN +- I p ` �. i ''� r 1 i 12 30 99 JJF != t r i ii _ ~ - .�.: -:rj, i r 1 OF AGAWAM COMMENT I f G ) 5 1 ;, j f 9 I � p 7- ! � ; a *,:i =:i:}�EL�4Tt N :, F' � I � _C No. Revision Date ppvd. / , .1L1...) I t f :, ! 9 1 fix: :7� _> { \ , i 'e' 1 !'r \ f j{ :w > >u, I Is Desf ned b Drawn b Checked b ti fl I f l ra 'r:,1" r ! 1 r 31 f -� I r� 9 Y Y Y 1 -41).01 \ I rl I f ~*, r' ; sa i 1 J1. rn 1 i l� � r 1. 1 - p I r -, ' \ ,." I , CAA checked b A roved ! . 1 / - - ' ? 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I r I PATCH TO MATCH EXISTING. REGONNEGT 70 --�-- ! 1 .t- .-._ _._ - t _ - -_ - .- _,._ '°;$. 0 1, �' F`r i ! F ISTING GAS MAIN. ` ,�� I 1 ,�}: ''� @ e _} - _ - -_ � -j a III t" t f _�._. , I._ ____... , r' j I / I , _1 �_&1) .r1 - _.� ^t: X88.6 f ;1 I <, C ,i I j 1 I `\ i Y rat !t ;� f �. , I I __ -.. __ �- >CUU,6 ,._` 1_. �, it . r.� + ,rs�,� ` f r% \ ' ' / � - ..v X > 1I Drawing Number �' ..- �,,� I [I, ]:�i 4€ ! i !rtylf""T? { -_ s /1, r.rw.,r __� CD /Y(\t :f; t__ _ -,-_ -"' _•.._� �.. [j�, �• �,_-.. u �,-r�7' I ,I , } I ! I f•G`/ { r ram_``------` j ` t (� . ' / �� r f -- �. '-^-r r(r.11 1 { ' :C_ - " -- ff_ rKJ`}7{ _ - - - __ �_ ^.-.� _4,_-_ . - ..__. k,,-•.-- ' 'I ! 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I� 00*' �-_ /, 1 �1 :� 1/ fr'`.`.^,'�.I .emu� l� `� ( �/ �', k :l �1 j � �r ll; `; 06229.00 Ii } �u �;' ryi , �, fff �/ 4r s`, 'r� , \r /� JI ' o r 8/oa ,! , ' ? I r •, i:'r6 �Y/ f`1 -C r-'-� ! /' !r IrrN f� i \ I I f t S 1tMaspriProjects106229kad11d1YR200OU4anset\Front Gate\Plot.Dwg l Vanasse Hangen Brustlin, Inc. 1 IA* BITUMINOUS SURFACE COURSE Trans tion Land Development 2 14. BITUMINOUS BINDER COURSE O ° o p- ° n c p o 0 0.0C VIIDI]3neI1 Services - o PAVED AREA LANDSCAPED AREA °o c ° ° v d0 O� SUS East COI11mbU$Avenue o ° p o nQ ° a ° ° ° 12' COMPACTED GRAVEL BASE COURSE Springfield,Massachttsrrtts 01105 COMPACTED SURFACE I ° $o-o O O o ° °o 12' °�°° p ° ° ° ° . o °°o° 413 747 7113 •FAX 413 747 0916 COMMON FILL °S GRANULAR FILL TREATMENT o .. a t� O ° o o ° o O a ORDINARY BORROW BITUMINOUS VARIES CONC. PAVEMENT (TOP COURSE) w ��i 1 1 / / /Xi SLOPE I �6. 2` Applicant: —BITUMINOUS —COMPACTED SUBGRADE `\ ,\ VARIES-- CONC. PAVEMENT \ . DEPTH AND SURFACE (BINDER COURSE) I Premier Parks & TREATMENT VARIES 4" HEAVY DUTY FLEXIBLE PAVEMENT r \; 8a� o DEPTH VARIES \ o 0 0 �� Stuart Amusement Company r �'\( o° ! 1623 Main Street X %\ . O d b \� ��/�\'\/ O ��Qae a°e Q poa °° e°� °a0 ° ee oeQ po0 I Q \ /// 0o Oo° 0 a.o o {}o� a > e °O Oa 80. ,\ .o ` WARNING TAPE �j\\ o^ o O .° W .\\, rb \\ (WATER. GAS) .\//�/ 0 0 o Q a o o a C 7 \\ a ° O a � ��\ 0 ° 0, 0 ° `-' °o 0 Q Qn?t 0 0 °� a°0 0 ' I u \/ �\�� ° O V V0 °e pee 00000 o. Box 307 T \ o OO,a. 'N CQ \\ )\//`\/ Qo ° e oo O0 p° coo o o.o O°OQ 0 o°O° °o } p ;\j o 0 o a \� COMPACTED �\/\\\ O g p e O o , 0 o, o O o °O ° 1 h' BITUMINOUS SURFACE COURSE /\ o. \ / �,�1 e o '0 1 ff1' BITUMINOUS BINDER COURSE Agawam Massachusetts \ o \ BACKFILL a/\ o 0 o i 4 UwQ �`\ off. \\\f j/�// 0 0 "� p o,� o o O o�0°O�a Q°° O p oo °O 0 ° QO Op ° t� O 4p o ° °° °O v 9 IL acl ��\� ,p o ..a \\�� AND TAMPED HAUNCHING \�/j ° e o. o o.o o ° ,a a n o. o v ono CO: o o !T °°\\� COMPACTED BEDDIN G \/\��/!(j\��/`/\/;/���/\\\//\��/j\/j�/��//\\�1j�:\\\/\//\��/j\/\\/\/j\/\`\\///\/j��/�/����/j\�/j�/j��/j�/`��/j� o O°o a o a o a 000 ` /�\ e,//i�/n/// �/iy/i.//i� /� ��I�///i�/t./�//iy/i! //i? / /�.////r. ./ .//��' �/ O ° p nO a p 0 12" COMPACTED GRAVEL BASE COURSE 0 C� ° ° Owner:to . ) COMPACTED COMPACTED p��o a n p° o 0 0 4$ Premier Parks & SUBGRADE GRAVEL BASE COMPACTED COMPACTED SUBGRADE Stuart Amusement Company NOTE. SUBGRADE ALL CURBING TO BE MACHINE EXTRUDED 1623 Main Street STANDARD DUTY FLEXIBLE PAVEMENT P.O. Box 307 Agawam, Massachusetts PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS, NOTES: Uffitp Trench 8/98 Cape Cod Berm(CCB) e/99 BitaminouS Concrete Pavement Sections 8/99 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING CONDITIONS SURVEY WAS COMPILED BY HERITAGE N.T.S. REV LD_300 N.T.S. LD_407 N.T.S. LD_430 SURVEYS, INC, OF SOUTHAMPTON, MASSACHUSETTS AND IS SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN 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 29. 1999. i f 1 6' THICK CEMENT CONCRETE DRIP LINE 6" VARIES CURB W.W. MESH 3/4" CHAMFERTOOLED JOINT FINISH TREE TRUNK 6' REVEAL GRADE E REVISED PLAN PER TOWN PAVE EINT x —x /vim/,%/�//i.��/% SH 1 OF AGAWAM COMMENTS 12 30 99 JJF i Na. Revision Dote ppvd- x O 0 00 o p Op O oq /\`' Designed by Drown by Checked by o 9 x• O \\\j/W COMPACTED CAD checked by Approved by 79$Q ° /\\/,��i GRAVEL NOTE: 5ca1e N.T.S. Date member 1999 tl /\/ COMPACTED INSTALL TEMPORARY CONTROL ! �'' SUBGRADE �� FENCE AT THE DRIP LINE OF ! Project Title EXISTING TREES TO REMAIN. i Main Entrance Area Si f _ Six Fla s New England g g EXPANSION B-0 1'x1"x6' ORANGE PLASTIC JOINT SEALANT MAX. Q.G. POST (TYP.) WEB FENCE (TYP.) 1623 Main Street (AT FIXED ! Agawam, Massachusetts LOCATIONS) i issued for 1. PROVIDE EXPANSION JOINTS Site AT MIN, 30 FT. O.C. WITH PRE- . . 1/2. •• MOULDED JOINT FILLER. I P1 CONCRETE ° c� a an 2. PROVIDE CONTROL SIDEWALK O o A"rov 0 JOINTS AT 6' O.C. 1/2' PREFORMED 3. PROVIDE BROOM FINISH IN EXPANSION JOINT ; DIRECTION PERPENDICULAR BLDG. FACE OR Drawing Title TO CURB. (WALKS AND RAMPS) FIXED OBJECT 4. CEMENT CONCRETE SHALL BE 4,000 PSI-TYPE 1I JOINT DETAIL 5. CONCRETE PAVEMENT AREAS TO RECEIVE ELEVATION 7(3) EQUALLY STAMPED FINISH, AS DIRECTED BY OWNER. SPACED TIES (TYP.) Details Monolithic Concrete Pavement 8/99 Tree Protection Fence 8/99 N.T.S. REV LD_421 N.T.S. LD_s1 D Drawing Number C-6 m .41 a Sheet of Project Number { 06229.00 NWwpffl�mjects1062291ca&d1YR20( Tlanse»?W=t Cate I { '. DISTANCE VARIES NOTES: SEE DRAINAGE PLANS 1. TRENCH DRAIN SHALL BE HEAVY DUTY TYPE Vanasse Hangen Brustlin, Inc. DESIGNED FOR HS-20 LOADING. TRENCH DRAIN F— A Transportation 2. CONCRETE SHALL BE COMPRESSIVE Land Development STRENGTH 4000 PSI, TYPE II CEMENT. a,Lu 3. TRENCH DRAIN GRATE SHALL MEET Env]ronmenW Services a of I{IoODOOOI f�oO�E� oO UI�oO OI kOOOj II hI I Ei AMERICANS WITH DISABILITY (ADA) UUUU U LlU U U U U UUUIJL > REGULATIONS. I 12 505 East Columbus Avenue i A 4. TRENCH DRAIN SYSTEM AVAILABLE � �� THROUGH LeBARON FOUNDARY, INC. i s ��9 Springfield,Massachusetts 01105 BRocKroN, MAJ 413 747 7113•FAX 413 747 0916 PLAN PROPOSED FENCE CAST IRON PEDISTRIAN GRATE POST SEE DRAINAGE PLANS Applicant: ad 6PROPOSED FENCE FOR RIM ELEV. CATCHSTAN4�2 3 AR BADSIN COMPATABLE PICKETS WITH TRENCH DRAIN SYSTEM Premier Parks & ! � \ I \ '�' S=i� PER FT. TYp I Stuart Amusement Company SEE DRAINAGE PLANS END FOR PIPE SIZE, LOCATION p y CAP � � AND INVERT ELEVATION SEE NOTE 9 1623 Main Street PROFILE ANGLE FRAME SYSTEM P.O. •O• Box OvA O� WITH PEDISTRfAN CAST Y? �� IRON GRATING P`�' v; LIP (MAX.) Agawam, Massachusetts ECONODRAIN SYSTEM SURFACE TREATMENT I g BY ABET, LLC 8 VARIES �Q ' 40 NOTES: a 1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP Owner- NOTES: no� $a 6"' �O°9 CROSS SLOPES SHALL BE 1.5% (1% MIN.). 1. SIZE SPACING AND TIPS OF VERTICAL PICKETS TO MATCH EXISTING. ��l°Q °g°OQp a ` qQ0°g o Dons 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE Premier Parks & o% ° a. °O° ` LJ { EXCLUDING CURB RAMPS SHALL BE 5X 2. POST SIZE AND TIP TO MATCH EXISTING. � 0 e� a qe. �o O 3. THE MAXIMUM! ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 3. FENCE CONTRACTOR TO FIELD VERIFY SIZE, SPACING AND STYLE OF O ° d a o O RAMPS SHAD BE 7.5� Stuart Amusement Company EXISTING FENCE TO MATCH PRIOR TO MANUFACTURE OF NEW. 8" n ° ° 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY 4 - : ° CAST—IN—PLACE PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, ° ° CONCRETE UTILITY POLES, TREE WELLS, SIGNS, ETC. 80° e° a 4 8" (SEE NOTE 2) ) 1623 Main Street O0�7 „ d a O 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. ° ° 0 6. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. P.O. Box O�J goa' ° 8 o Q' GRAVEL BASE J7 I &] O c�roC o 0,06 { 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. go Q 8o OQp m (�� e� CI Q°g �p o� COMPACTED 1 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH t3 �o D o c��o�0 Go ° o co ^, °Oa SUBGRADE { (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE C PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. Agawam, Massachusetts 9. ELIMINATE ALL CURBING AT RAMP (OTHER THAN VERTICAL ACTION A—6, ROADWAY. WHICH SHALL BE SET FLUSH) WHERE IT ABUTS Decorative Metal Fence 1 Trench Drain{TypeA} Accessible Curb Ramp (ACR) - Tnw 'D' 8/99 NOTES: 2/99 8/99 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING N.T.S. REV LD_503 CONDITIONS SURVEY WAS COMPILED BY HERITAGE . . N.T.S. N.T.S. REV LD-190 SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER PARKS, INC. DATED AUGUST 4, 1999, 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT i INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D. i ROBINSON ARCHITECTS ON NOVEMBER 29, 1999, i I i I REVISED PLAN PER TOWN / / 2 OF AGAWAM COMMENTS O1 07 00 JJF fI,�J - REVISED PLAN PER TOWN 0' W A 1 OF AGAWAM COMMENTS 12/30/99 JJF COMPACTED GRANULAR 1w. -F Q N DRIVEWAY No. Revision Date ppvd. HACKFILL AS APPROVED I L, w BY THE ENGINEER a z i Designed by Drawn by Checked by INITIAL HACKFILL vo,)o0G,'` — F W EXISTING CONCRETE a o A EL � SIDEWALK SLOPE SIDEWALK CAD checked b y Approved by Scale a o. Dote 44 4 4 44 4 5' ¢ fU CUROP RETURN o Prgjec#N`T.S. Decembff 2, 19" 10 Tile + TREEBELT D/2 i W F Main Entrance Area SPRING LINE (IF PIPE s C3 B 1/2' CURB HAUNCHTNG D/8 E a w A z a Six Flags New England (SEE NOTE. 3) 4" } W a 1623 Main Street BEDDING NOTES: (SEE NOTE 3) 'r v�.- AS ORDERED BY 1. CONCRETE USED SHALL Agawam MaSSaCIIISCIS CRUSHED STONE THE ENGINEER BE IMUD P51 WITH A FOUNDATION MAXIMUM AGGREGATE ! _ I F SIZE OF 3 4 AND ►1,,'�n�7�•�c�' SHALL CONTAIN Issued for y>�, -I 5-7%ENTRAINED AIR site1. THE INSTALLATION OF PVC SEVER PIPE SHALL CONFORM TO 2 CONCRETE DEPTH SHALL THE REQUIREMENTS OF ASTM STANDARD ➢-2321 BE A MINIMUM OF 4' TREEBELT SIDEWALK . �� 2. THE EMBEDMENT MATERIAL SHALL BE 3/4' CRUSHED STONE WITH A MINIMUM OF 3. USE HAND OR MECHANICAL TAMPING TO COMPACT THE 6" BENEATH ORlVEWAYS an BEDDING AND HA G. 3. PROVIDE EXPANSION JOINTS APp1'OVa� 4. GEOTEXTILE TO BEE USED WHERE AND AS DIRECTED BY ENGINEER. AT MIN, 30 FT, O.C. WITH PRE- � LLE MOULDED JOINT FIR. 4. PROVIDE CONTROL 6 1/2" CURB m JOINTS AT 6' O.C. a° 5. PROVIDE BROOM FINISH IN SECTION A-A 2" COMPACTED Drawing Title DIRECTION PERPENDICULAR PROCESSED GRAVEL TO CURB. (WALKS AND RAMPS) V6' COMPACTED GRAVEL BASE i —COMPACTED SUBGRADE Details Sewer Trench Detail (Agawam Standard) 12/99 Dirveway Apron/Concrete Simwelk(Agawam Standard) 12/99 Drawing Number N.T.S. N.T.S. OF JOHN J. FURMAN C-7 C1YlIL Mo:41010 4a, Sheet of reap° 7 8 Project Number Or \WasprlProjects\062291cadud1YR20001P2anset\Front Gate 4' y NOTES: NOTES: Vanasse Hangen Brustlin, Inc. 1. ALL SECTIONS SHALL BE DESIGNED FOR AC DIA. nc 1. ALL SECTIONS SHALL BE DESIGNED FOR cEss HS-20 LOADING. _ HS-20 LOADING. MUNICIPAL Transportation 2. PROVIDE "V" KNOCKOUTS FOR PIPES WITH N co 2. COPOLYMER MANHOLE STEPS SHALL BE STANDARD LaII{ DBVelOpIIIBII1 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. INSTALLED AT 12' O.C. FOR THE FULL HYDRANT MORTAR ALL PIPE CONNECTIONS. EIIV1IOIImCntal Services I i DEPTH OF THE STRUCTURE. PUMPER CONNECTION 48" DIA. (MIN.} i I, J I 3. JOINT SEALANT BETWEEN PRECAST SECTIONS - -1� 3. PROVIDE »V. KNOCKOUTS FOR PIPES WITH TO FACE ROAD. SHALL BE PREFORMED BUTYL RUBBER. ALTERNATI< 10P SLAB 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. SOS last Columbus Avenue MORTAR ALL PIPE CONNECTIONS. FACE OF FINISH 4. CATCH BASIN FRAME AND GRATE SHALL GRADE NOTES: Springfield,Massachusetts 01105 CURBING 24' SQUARE BE SET IN FULL MORTAR BED. ADJUST 4. JOINT SEALANT BETWEEN PRECAST SECTIONS 1. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THE` CAN BEAR ON 413 747 7113 •PAX 413 747 0916 N ao TYPE VARIES SEE GPENII TYP TO GRADE WITH CLAY BRICK AND SHALL BE PREFORMED BUTYL RUBBER. MATERIALS PLAN 2'-6" UNDISTURBED EARTH AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER FINISH MORTAR (2 BRICK COURSES TYPICALLY, ACCEPTABLE METHOD OF JOINT RESTRAINT WHERE SOIL CONDITIONS PROHIBIT 48" DIA. (MIN.) Fj I 5 BRICK COURSES MAXIMUM) GRADE B" 24" DIA. B" 5. DRAIN MANHOLE FRAME AND COVER GATE VALVE WITH THE USE OF THRUST BLOCKS. ACCESS SHALL BE SET IN FULL MORTAR BED. 3 PIECE RISER, �� 2. HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK ALTERNATE TOP SLAB ADJUST TO GRADE WITH CLAY BRICK AND BOX AND COVER PASSAGE WIDTH OF 3 FEET AT HYDRANT. Applicant: 5EE MORTAR (2 BRICK COURSES TYPICALLY, FINISH NOTE 5. - 5 BRICK COURSES MAXIMUM) PAVEMENT ® Premier Parks & GRADE 8" 24 8" - SURFACE z a i Z 1" CLEAR N Stuart Amusement Company SEE NOTE 4 0 0 Q m 0 J j 27 z N L w a 0. STEPS,STEPS, SEE o a ' U o W NOTE 2' 5EE NOTE 4. 1623 Main Street z a in 4 .. COMPACTED P.O. Box `30"7 �n BACKFILL B 11 3 I t� SHELF TO BE CONCRETE p a ao UJ 48" DIA. MIN) ;� FORMED AT A SLOPE OF \j U THRUST BLOCK - MIN. w f 1" PER FOOT. , in BEARING 9 S.F., D0 / Agawam Massachusetts 0 0 a: a, 48" DIA. (MIN. ' 0 an SEE NOTE 3 N r- of �\ NOT BLOCK DRAIN. OUTLET 0 cn a HOOD Cn a -- OUTLET �\ 6" DIA. PIPE i �P ===T ----- DIA. �\\ TEE \� t z Q I DlA. Ft L 0 ° VARIES - \\ \% QWf1eC: - W ¢ INVERT =__�------- VARIES U DIA. % ti9 6" o$ \� (MIN.) Premier Parks & 0 �:` .j:. VARIES \\; ® UNDISTJRBED EARTH OR EMBANKMENT ,2" ----- %\ Stuart a art Amusement Company m f\\\ MECHANICAL (7YP.) / ° o '° _z \\ JOINT (TYP) O ° � \� c�O GRAVEL Ca .o o o a i \�i\\i\�j/\�/�\\j�i\\i\�%\�i�ii\��\�\\/.� \,\//i!i\rli�i� ° i 8 CONCRETE 18"X1 _ / - -\-\/\ 1623 Main Street Z COMPACTED o°0 o°. q;o°o °° a" O o ° THRUST BLOCK CONCRETE BASE �¢ 12 SUBGRADE ` r\/\/f\/r\!i\//�\//��/�\//\/�//\ COMPACTED CRUSHED STONE P.O. Box 307 { ) CEMENT CONCRETE INVERT SUBGRADE (MIN. 1/Z C.Y.) `� Agawam, Massachusetts A.- . oa b�° � a ° a ka:; °0 O.a 12" COMPACTEDo 0 0� ° °0.a 8`� _oa a 0o op o o, a.00: a .° GRAVEL COMPACTED SUBGRADE NOTES: Catch Basin (CB) With Hood 8/99 Drain Manhole 8/99 Hydrant Connection e/99 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING REV LD�so CONDITIONS SURVEY WAS COMPILED BY HERITAGE N.T.S. LD-101 N.T.S. LD-115 N.T.S. SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN 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 29, 1999. f i 30" DIA. ACCESS E� NOTES: STAKES REMOVE AND DISPOSE OF {2 PER BALE) _ 1. ALL SECTIONS SHALL BE DESIGNED FOR EXISTING STEEL PLATE TABLE OF DIMENSIONS COVER AND CEMENT DIA. MANHOLE i H5-20 LOADING. BENDS 13 C D E F BENDS E3 C D E F BLOCK RISERS y+ _ 2. COPOLYMER MANHOLE STEPS SHALL BE ■_ f# ' ` ti, :: 6" 111/4' 8" 15" 12" 24" 12" 6" 45' B" 30" 12 24" 14" INSTALL NEW CAST IRON ALTERNATE TOP SLAB INSTALLED AT 12' O.C. FOR THE FULL ' 6" 221/2' - 19" - - 13" 6" 90' " 30" - " 27" FRAME AND COVER. LAVER (STEEL REINFORCED FOR HS-20 LOADING) DEPTH OF THE STRUCTURE. r ;: TO BE SPECIALITY COVER 8" 111/4' " 20" " " 12" 8" 45' " 30" " 24" MADE FOR OWNER. COVER 3. ALL EXTERIOR SURFACES SHALL BE GIVEN BALED HAY 8" 221/2' 22" " " 17" 8" 90• 38" " " 36' REMOVE AND RETAIN EXISTING AND FRAME TO BE SUPPUER FINISH TWO COATS OF BITUMINOUS WATER- OR STRAW `` ■ 12" 111/4' 30" - 15" 12" 45' 40" " 40" B" THICK SLAB TOP BY OWNER, GRADE _ PROOFING MATERIAL. ELEVATION 95.0 ■ 12" 221/2' - 35" " " 25" 12" 90' " SO" " » 52" 150STfNG .-"- A�CEDSS IA 8" 4. JOINT SEALANT BETWEEN PRECAST SECTIONS FILTER �\ _ r__ --•- _ -_--.E_-.4 SHALL BE PREFORMED BUTYL RUBBER. 1 ENDS \/ E .n..._...�_a-,--'-a--- _ - a i r }: FABRIC \\/ - A SE-_ _ __ NCTE 5 -__-_ 5. STANDARD SEWER MANHOLE FRAME AND REVISED PLAN PER TOWN r \ \\ I - ... . - --- - -a� - ------- 1 12/30/99 JJF .,.■ . . ,.- -,• r .. ; , ••,• 1 4 •' �� 1 � /< { � - - COVER SHALL BE SET IN FULL MORTAR OF AGAWAM COMMENTS \j \\ - - --- BED. ADJUST TO GRADE WITH CLAY BRICK No. Revision Date vd. 8 \\� C D \� F SAWCUT ELEVATION 92.9 -� AND MORTAR (2 BRICK COURSES TYPICALLY, PP / EXISTING METER 5 BRICK COURSES MAXIMUM PLAN VIEW �i /� /�`//` PIT WALLS. a i CONCRETE COLLAR » i U O ¢ep ) Designed by Drown by Checked by j PROVIDE LEVEL {{ u gr� UNDISTURBED CUT SURFACE i 1 BRICK MINIMUM n a CAD checked by Approved by 1"x1"x3' WOOD STAKE, SOIL AS REQUIRED. :��. ,.� .: y 7-1" 0 z ¢a NOTE 2 SEE , Stole Dote i. ..• a. . c> o CATCH BASIN _PLAN SECTION 1-1 i * ° `� N.T.S. December 2, 1999 u 4+ GRATE 4 ---------_.----_ Project Title TABLE OF DIMENSIONS RESET EXISTING SLAB TOP ONTO EXISTING PIT WALLS. DRILL FILTER TEES G H I J TEES WALL AND T� TO PROVIDE MINIMUM (4) 3/4" DIAMETER v o Main Entrance Area FABRIC DOWELS, (1) AT EACH WALL CENTER. MINIMUM EMBEDMENT to z v 48" DIA. MANHOLE OF 4. SET SLAB TOP IN MINIMUM 1" BED OF NON-SHUCK 6'x 6"x 6" 12" 24" 24" 18' 12"x 12"x 6" 12" 24" 24" 18' !Ln�F W SEE NOTE 4 _ MORTAR. MAKE INSIDE AND OUTSIDE of CHMBER AT Six Flags New England FLdyy� FLOW 8"x 8"x 6" " 12"x 12"x 8" - - 24 OUTLINE TO MAKE WATER TIGHT. w� a d \�\� 8"x 8'x 8' 24" 12"x 12"x 12" 36" 36" --------------- ,�i ,. j /, a �-FLEXIBLE WATERTIGHT GASKET OR SLEEVE 8' (MIN,) �X" EMBEDMENT TEES � a 1623 Main Street 00 OUTLET a Agawam, Massachusetts 2 %j2 /� z wDARIES IA Issued for 5EQ11ON VIEW G \ H \ 4. /� EXISTING 8" WATER SERVICE INTO PARK m TYP. a Site e NOTES: r�\ UNDISTURBED o aao °p o a o o� °• o Q a! tl 8 0. Plan o a° o SOIL o o. o� �a 1. ENCLOSE STRUCTURE WITH HAYSALES IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. PLAN SECTION 2-2 o 0 o o. 0 000 o�o`g �:. � qJ Approval MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF GRASS HAS BEEN ESTABLISHED. NOTES: EXISTING METER PIT CHAMBER SHELF TO BE BRICK ARCH INVERT TO BE CONSTRUCTED 1. PROVIDE BLOCKS FOR TAPPING SLEFVES, DEAD ENDS, GATE VALVES, LAI) FLAT AT A WITH CLAY BRICK LAID AS Drawing Title 2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE TO PLACED AROUND SLOPE OF 1"/FOOT STRETCHERS AND ON EDGE. THREE SIDES OF GRATE ONLY. AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). 12 COMPACTED BRICK CHIP AND PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VANES. GRAVEL MORTAR OR CEMENT 3. GRATE TO BE PLACED OVER FILTER FABRIC. 2. CONCRETE SHALL NOT BE:. PLACED AGAINST PIPE BEYOND FITTING. CONCRETE FILL 4, BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND COMPACTED SUBGRADE REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. 3. CONCRETE SHALL BE 3000 PSI-TYPE I Details Catch Basin Sediment Trap a/99 Concrete Thrust Block 8/99 Water Meter Pit Modification ,2/99 Sanitary Sewer Manhole (SMH) $/99 N.T.S. LD-673 N.T.S. LD-260 N.T.S. N.T.S. LD-200 Drawing Number OF �J FJOI UIHN J. C- 8 FURI�IAN CIVIL m NO.4101Q ��AP Sheet of i „ Project Number 06229.00 a ! /on 11Masp AProjects1062291caNd1YR2000\P1anset\Frnut Gate MYERS ' 49 1 AC RU SCHMALENBERGER ■ . ■ AC RU i GIS Planning Urban Design 100 $50 Landscape Architecture ;1 I HE5D HE SD ■ *AC RU CINCINNATI COLUMBUS I 1 / AC RU 462 S. Ludlow Alley r + ' Columbus, Ohio 43215 \ / ' PHONE: 614) 621 -2796 FAX: 1614) 621 -3604 IGO G' E-MAIL: mail@msicols•com AC RU HE SD F71 SD I CONSULTANT �F �. 6' AC RU I 100 100 / \ FtE SD HE 5Q G + -7 ' • � FSCA � + ` G } ' I 100 IOD AC RU HE SD HE SU I I PREPARED FOR : r � AC RU I i 7 4 an a I Gp 100 v 75 CA I I00 SD HE SD tictic � � ■ 1 f AC RU I EXISTING WOODS 00 N07 DISTURB �[ e 3 ~ 15 CA + it ii i0�z, `J G. 6' .a,� l40 FDD 1,14 >1E 5D HE 5p ,cy„ is eT f + G. w + f tl a r J r C l Soo v ` ...T FP.WA 2300 4 D11 LU � �/i�, �r� i + u T5 GA y� 5� PROP05ED 51DEWALK / \ (n HE SD DI LU 700 + / f + W Uj [ / / ~ / PROPOSED 51DEWALIr. lA FL AC RU TS CA �.� v Y . } �/ ; y ` Qi1 RU T5 CA 2300 AC RU + EU fC 3 N >— W / fK WA + / + 3 —PROF"I FENCE AND GATE 3 N G• oa L t + - ` ti ` AM 56 15 CA I Q r / r 3 2 a. 3 AC RU Z w ra FR WA r' ' AM 513 TS GA 3 _'— W Z jo S f 4' T'3 CA S ` Q 16D0 �z� ,s c s• AC RU W Q.a�r EU FG r AC RU v } v. r AM 9B r+5 c' IJ 3 - CE PROP0I rLAGPOLES + ) + f 6' '+ r.� . e 2 + / t 13 FR WA 1 HY QU ^ r ANNUALS BY OWNER } + } 24 + 1 CA C \ W 11 KY QU \ f j + r 1 23 Ga 5 t1YUU f i 1: HY QU 1 1 + ISGA w / \ REVISIONS EX15TING TREES TO REMAIN. TYP. i CR PH �, - . j• � FR WA 1. PROJECT - 53GO - _ _ _ - l 99 102 / -- t`�lYi 0 [?ATE \ j + � / / ® ® 25 12. 10. 99 TA FL � ! — BY 144 n YLi 1 SJK lJ _ r- I " - 30' ---�- r- ODM �� � g HEET � � F- 1 1000 900 -- - U FC HE SD EXISTING EDGE OF DRIVEWAY s MYERS 250 S C H M A L E N B E R G E R / ~ ~ HE SD 20 / , Planning I I 5G / / Urban Design JV Landscape Architecture / CINCINNATI COLUMBUS / COVER DISTURBED / 462 S. Ludlow Alley Columbus. Ohio 43215 AREA WITH SOD / PHONEFAX: (614) 621 -36Q4 E-MAIL: moilOmsicols.com MAX. LIMIT OF / / , / SOD AREA / / COVER DISTURBED , CONSULTANT AREA WITH SOD I6 JU SG 2000 / EU FC MAX. LIMIT OF EXISTING TREE PREPARED FOR : 1 TO BE REMO ED 1 SODED AREA + OR RELOCAT D SIGN AREA A SIGN AREA B LIMIT OF SEEDED AREA EX. UTILITY FOL — ------------ < Z TYP. Q Q n LLI J 800 U Q ANNUALS BY OWNER W Q HE SD c` ) LU Q W IL I0- 12 / / / (—D Z 10'-12' I ANNUALS BY OWNER 1 \ ,i 1,551 ! 2'-14' f0'- 12' 12'- 14' t EXISTING EDGE OF DRIVEWAY �0'-1 2' '� w f 2'-i 4' 1 10'-12' 540 � 1 � 8 MO CS 190 SEEDED AREA TA BR IREV1510NS I � iN ON S'M ON N 1 pO FpR CU C� II PI AB 1 PROJECT 99102 ,1 _ - -- - -- -- --- --EXISTING WOODS DO NOT DISTURB 12. 10. 99 DATE BY �. YLI / 5J K SCALE LIMIT OF SEEDED AREA I 1 O SHEET SIGN AREA C 1L-2 1 PLANT LIST M Y E R S CODE OTY. BOT. NAME/COMMON NAME SIZE CONDITION SPACING SC H M A L E N BERG ER DECIDUOUS SPADE TREES NOTE: 3 5takes Per Tree l NOTE: 3 5take5 Per Tree P l o n n i ng Over3" Cal. Over 6' Ht. Urbon Design AC RU 7 ACER RUBRUM 8" CAL, B+B AS SHOWN Pruning Limited To 1/3 Of 2 5take5 Per Tree Do Not Prune Leader. 2 Stakes Per Tree Landscape Architecture RED MAPLE branches To Compensate Under 3' Cal. I)nve Under G' Ht- 20"R for Loss Of Roots Or To Tighten Guy Wire Bottom of Pit, Min. Tighten Guy Wire C I N C I N N A T I C O L U M B U S + Remove Dead Or Injured V� When Tree I5 AC RU 29 ACER RUBRUM 6' CAL. B B AS SI-aOWN J ` RED MAPLE Limbs. Do Not Cut 1 he r� � '� straight To Prevent When Tree 1P 462 S. Ludlow Alley y straight To Prevent P H O N Columbus,b }Ohio 2 T 43215 2 7 9 S a� Any Wrnd Movement ( 1 Central Leader- `� ��\ ,� ? �111 Any Wind Movement v-�., �, ,�,e �- FAX: 16141621 -3604 FP WA 9 FRAXINUS AMERICANA 'AUTUMN APPLAUSE' 8" CAL. B+B AS SHOWN ��,\��.. 1it r j PLAN �, E-MAIL: mail@msicols.com j.. _._� J P LA N CONSULTANT AUTUMN APPLAUSE WHITE 1 H �F , FP WA 2 FRAXINUS AMERICANA 'AUTUMN APPLAUSE' 6" CAL. B+B AS SHOWN �L 12 Gauge Aluminum Guy Wire 12 Gauge Aluminum Guy Wire AUTUMN APPLAUSE WHITE ASH Looped Through Rubber Hose a _ Looped Through Rubber Nose FP WA 9 FRAXINUS AMERICANA 'AUTUMN APPLAUSE' 3" CAL. B+B AS SHOWN AUTUMN APPLAUSE WHITE ASH � / `• � �-�� QU RU 2 QUERCUS RUBRA 8" CAL. B+B AS SHOWN Stake Height - 2"x2" Hardwood 5take5 = � 2"x2"x7'Ht. Hardwood 5take5 To De 213 _ RED OAK p To Tree Wrap G Wire Distance From Guy Tree Wrap To Guy Wire QU RU 1 QUERCUS RUBRA 6' CAL. B+B AS SHOWN Ground To RED OAK Lowest Branch 2`-0"clearance _ - 2'-0" clearance Or fork -= PREPARED FOR : � QU RU 2 QUERCUS RUBRA 4" CAL. B+B AS SHOWN Soil mound Y � soil mound RED OAK Mulch Collar (3" Depth) Mulch Collar (3" Depth) ORNAMENTAL TREES --- - - �h NOTE: NOTE: CE CA 3 CERCIS CANADENSIS 4" CAL. B+B AS SHOWN Remove Burlap And Ware Or , REDBUD ���� " Twne From Top And 51de5 \\� Twine ne From Top A 1 7 pAnd 5 dP5 Of Ball, center tree in hole Of Bali. center tree on hole CR PH 9 CRATAEGUS PHAENOPYRUM 12' HT. CLUMP BEB AS SHOWN Set Top Of Ball 1-3" above 5et Top Of Ball 1 -3" above WA51-iINGTON HAW Finish Grade. Finish Grade. THORN Drive 5take 18" Below Bottom AM SO 7 AMELANCHIER CANADENSIS 4' CAL. B+B AS SHOWN Of Pit, Min. SHADBLOW SERVICEBERRY 12" _ � 12" EVERGREEN TREES F p TS CA 15 TSUGA CANADENSIS 12'-14' HT. B+B AS SHOWN D l—C' D U U�C,J TREE �j EVERGREEN T .E E CANADIAN HEMLOCK A Not To k V ale Not To Scale TS CA 29 TSUGA CANADENSIS 10'-12' PT. B+B AS SHOWN CANADIAN HEMLOCK TS CA 26 TSUGA CANADENSIS 6'- ' PT. B+B AS SHOWN v7 3 CANADIAN HEMLOCK W J I_ PI AB 3 PICEA ABIES 12' 14' HT. S+B AS SHOWN Q V) spacing a b c � � _ NORWAY SPRUCE y F' J Pl AS 5 PICEA ABIES 10'-12' HT. B+B AS SHOWN 2ii 2" Go' G" _'" a = spacin(3 Q LJJ I-- NORWAY SPRUCE 8u 1 ��" 8" f J" 1 S" b — 5p 2 UJ GO)V) z 1 .2 Q Q Q PI AS 3 PICEA ABIES 6-8' HT. B+B AS SHOWN 2411 24" " 2-10" 2G .4" d — spacing --J NORWAY SPRUCE Z 3611 3�" 18" 31 " Sb" C' ii �� �� a �� ~ SHRUBS 48 48 21 4 ; 4�3 Q Z Z Z HY QU 62 HYDRANGEA QUERCIFOLIA 36' HT. B+B AS SHOWN w ++ � J Q OAKLEAF HYDRANGEA �! '� I Q TA OR 190 TAXUS X MEDIA 'BROWNII' 24" HT. B+B 3' O.C. BROWN'S YEW plant location TA FL 155 TAXUS MEDIA 'FLEMER' 24" HT. BEB 3' O.C. ``- soil mound \ GO' FLEMER COMPACT YEW _ Mulch Collar (3" Depth) ff - JU SG 36 JUNIPERUS CHINENSIS 'SEAGREEN" 30" HT, BBB 3' O.C. 5oil Mixture A5 specified BROADMOOR JUNIPER i NOTE: PERENNIALS � � •, , , ;�� - - The Amount Of Pruning Shall ' Be Limited To 1/3 Of The bran- MO CS 540 MONARDA DIDYMA 'CAMBRIDGE SCARLET' - ttI CONT. 18' O.C. CAMBRIDGE SCARLET MONARDA ches To Compensate For loss Of Rooks From Transplanting. � Remove Dead And Injured Limbs. HE SD 4550 HEMEROCALLIS *STELLA D'ORO" - xrl CONT, 12' O.C. Remove Burlap And Wire Or DAYLILIES _ 12" _ Twine From Top And 51des of curb edge of walk Ball. center shrub in hole. set or planting bed a a DI LU 1000 DICENTRA FORMOSA 'LUXURIANT - tt2 CONT. 12" Q.C. 1 or Of Ball 1-3"above finish FERN LEAF DICENTRA Grade. GROUND COVER Sf1RUB ENGLISH IVY ShRUB D GfP, AN '3UNDCOVI=R SPACING HE HX 6800 HEDERA HELIX 2 1/4" POT P.P. 50 PER FLAT 6" O.C. 0 Not To Scale D Not To Scale EU FC 9800 EUONYMUS FORTUNEI 'COLORATA' 2 114' POT P.P. 50 PER FLAT 6" O.C. PERPLELEAF WINTERCREEPER REVISIONS i OR1CpNS"ZIR NET F PROJECT 99102 DATE 12. 10. 99 By YLI / 5JK SCALE SHEET loon SECTION A 1 . 1 2 +/- 0.0 M Y E R S 3 SCHMALENBERGER T.G. 0.5 1 2 + I + +/- 0.0 GIs P, 4,0 Planning + — 3 1 _ 1 T.C. 0.5 • Urbon Design H.P. 4.0 + Landscape Architecture - 3 H.P. 4.0 3 I CINCINNATI COLUMBUS H.P. 4.0 + 462 S. Ludlow Alley Columbus, Ohio 43215 2 �' H.P. 4.0 PHONE: (6141621 -2796 3 + FAX: (614) 621 -3604 1 I1.P, 4.0 8 1 E-MAIL: moii@msicols.com CONSULTANT + T.C. 0.5 PROPO ED IGNAGE 1 r` +/- 0.0 + T.C. 0.5 +/- 0.0 PREPARED FOR : MAIN RKING TRY GRADING SECTION A o � , 0 Z 1 O 3 T.C. 3.0 Q oto.00 c� G8 G4 G ' + H.P. 3 O t LLJ 6G �y * +2.5 � - �l T� � l + f C 2 Q GO e + .G. 2.0 \, P PO D 5IG GE • QLij Q 58 Z ISTWG EDGE OF DRIVE I � 1 ma`s 56 T.C. 1 . � 1 SECTION B � � � CL 54 SECTION B w < V EX15TING W0005 DO NOT DISTURB Q Z I ... 0 Q LIMIT OF SEEDED AREA ENTRY PLAZA NORTH SIGN AREA GRADING FOCAL AREA GRADI SIT FF ENTRY PL N SCALE 1"=20' SCALE 1"=20' SC 0' w 5 N EXISTING TREES TO REMAIN ~ EXISTING RETAINING WALL TO BE REMOVED R E V I S 10 N S EXISTING HIGHWAY PROPOSED EARTH FILL (BOTH SIDES) PROPOSED SCREENING TRESS PROPOSED DRIVEWAY (DECIDUOUS TREES `� PROPOSED CENTRAL LAWN -MtiC-0 AND EVERGREEN TREES) S ON .- NOT FOR CON PROPOSED MOUND / +H 4D EXISTING PARKING i PRO 1 E C T i J J I O?._ +1- 2.5% 8:1 �: 3.� 3' -- - - - ---- --- - - 11 DATE -- — — — _' -f4 12. 10. 99 BY 6' YLI / 5JK SCALE +1- 20' 24' 11' +/_ 14' 15' 10' 15' +/- fi' —.— ---- ------ --- AS S 11 O W N SHEET SECTION A SCALE 1 /8"=1 '-041 SECTION B SCALE 1 /8"=1 '-016 L-4 i i i I II I Site ]-[)Ians • 4wr Issued for: Site Plan Approval ]IF it a cl ew �' gl n Date Issued: December 21, 1999 . i Latest Issue. January 8, 2000 1 1623 Main Street 1 I MassachusettsAgawam, Index No. Drawing Title Latest Issue ; C-1 Legend and General Notes January 18, 2000 C-2 Existing Conditions January 18, 2000 I N . . . .. . VM C-3 Dimensional Layout and Materials January 18, 2000 Vanasse man en Brustlin Inc. C-4 Grading and Drainage January 18, 2000 Transportation AGAWA Land Development C 5 Utilities January 18, 2000 Environmental Services C-6 Details January 18, 2000 _� C-7 Details January 18, 2000 505 East Columbus Avenue Springfield, Massachusetts 01105 C-S Details January18 2000 � --:�-� -- .... 413 747 7113 • FAx 413 747 0916 F --- . .. .. . ... PROJECT a :-:LOCATION Ol _ Owner. Premier Parks & Stuart Amusement Company .......,.. .. . . 1623 Main Street -f- R- - .. ... .. K P.O. Box 307 Massachusetts uonnectxcut Agawam, Massachusetts LOCA110N MAP Applicant: 0 2000 4000 Premier Parks & SCALE IN FEET SITE PLAN APPROVAt- Stuart Amusement Company AGAWAM PLAN 11Nr` B ARD 1623 Main Street P.O. Box 307 Agawam, Massachusetts %ior- 30HN J. FURMAN CIVIL y No.41010 '`�4E'al3YRR�q�Q At it 0 t ov I I I t LEGEND ABBREVIATIONS GENERAL NOTES EAST PROP EXIST PROP GENERAL L=43.84` 27.21 rCx 27.21 TCx PROPERTY LINE 27.15 BC 27.15 BC TOP & BOTTOM ELEVATION PROP PROPOSED X27. TC X27. TC TOP & BOTTOM ELEVATION 1, SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND AL_ DETAILS CONTIGUOUS TO THE BUILDING, PROJECT LIMIT LINE 21 25 27,15 t5 BC 21 25 27.15 15 BC SPOT ELEVATION w LEADER MIN MINIMUM INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, Vanasse Hangen Brusd n, Inc. RIGHT-OF-WAY/PROPERTY LINE ^\x 21,25 - \X 2125 COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. EASEMENT x/_ - SPOT ELEVATION w/LEADER MAX MAXIMUM 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURBS OR BERMS. Transportation 21 X 25 21 x 25 SPOT ELEVATION Land Development BUILDING SETBACK RET RETAIN Environmental Services .10+DO 10+00 � 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT --� BASELINE BORING LOCATION BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE ---� CONSTRUCTION LAYOUT 0 69 TEST PIT LOCATION REM REMOVE EXACT LOCATION OF ALL EXISTNG UTILITIES BEFORE THE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE 505 Fast Columbus Avenue FOR ANY AND ALL DAMAGES AHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND Springfield,Massachusetts 01105 ...ram ZONING LINE TEST WELL REMOD REMODEL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 413 747 7113 •FAX 413 747 0916 TL TOWN LINE ' • BENCH MARK THE CONTRACTOR IS TO CONTACT "DIG SAFE" 72 HOURS PRIOR TO ANY EXCAVATION AT 1--888--344-7233. LIMIT OF WORK 12"D 12"D ABAN ABANDON 4. RIM ELEVATIONS OF PROPOSED DRAINAGE AND SANITARY SEWER MANHOLES AND ASSOCIATED STRUCTURES ARE DRAINAGE LINE APPROXIMATE. FINAL ELEVATICNS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING PLANS. ADJUST ALL Applicant: ADJ ADJUST OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO FINISHED GRADE WITHIN - -� - GRAVEL ROAD OD OD OVERFLOW DRAIN LIMITS OF WORK. Premier Parks & EOP EDGE OF PAVEMENT s"RD-- s"RD ROOF DRAIN EXIST EXIS11NG BC 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMITS OF WORK AS DIRECTED. Stuart Amusement Company EC BITUMINOUS CURB 12"s S R&R REMOVE AND RESET SEWER LINE REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING rc�- C� CAPE GOD BERM - OHW aHw OVERHEAD WIRE FOOTPRINT. 1623 Main Street PCC PRECAST CONC. CURB ------s"tirs'w WATER LINE _ PCC R&S REMOVE AND STACK 5. THE LOCATION, SIZE, DEPTH, A14D SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES VGC VGC SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY �- - VERT. GRAN. CURB -4"FP- -4W- FIRE PROTECTION LINE FDN FOUNDATIONP.Q. Box 307 COMPANY (GAS, TELEPHONE, ELECTRIC AND FIRE ALARM). FINAL DESIGN LOADS AND LOCATIONS TO BE _- SGE SGE. ` COORDINATED WITH OWNER AND ARCHITECT. SLOPED GRAN. EDGING -- 3 G--- -GAS- ELEV ELEVATION GAS LINE Agawam Massachusetts �.,/ _vr LIMIT OF CURB TYPE UGE UGE 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE � UNDERGROUND ELECTRIC I OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION SAWCUT T--_ TELEPHONE LINE BS BOTTOM OF SLOPE FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOI_'TION OF THE CONFLICT. Owner: ��� MATCHLINE FA FA ` iM sEEET 2 of 2 FIRE ALARM TS TOP Of SLOPE 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CON" ?ACTOR'S OPERATIONS SHALL BE Premier Parks & SWL SWL --�- CATV----- -CAry CABLE TV RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. ALL AREAS SOLID WHITE LINE VGC VERTICAL GRANITE CURB DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT SHALL RECEIVED SIX StuartsYt sn SOLID YELLOW LINE IN go CB CATCH BASIN INCHES OF LOAM AND SEED. S Amusement Company BWL BM_ BROKEN WHITE LINE gM DCB DOUBLE CATCH BASIN SGE SLOPED GRANITE EDGING 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES FOR ANY BYL BYi POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM AND ANY 1623 Main Street BROKEN YELLOW LINE GI GUTTER INLET MCC MONOLITHIC CONCRETE CURB OTHER PRIVATE UTILITIES BY TI-E UTILITY COMPANIES. SI�CHL_ 5VVCIIL SOLID WHITE CHANNEUZING LINE DRAIN MANHOLE 1 P.O. Box 307 srcf�l SYCHL cc CONCRETE CURB 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY _ _ SOLID YELLOW CHANNELIZING LINE =TD= =TD= TRENCH DRAIN FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS. Agawam Massachusetts DYL DYL -- - DOUBLE YELLOW LINE [ PLUG/STUB CCB CAPE COD BERM sL _ SLs 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE STOP LINE FES► FES► FLARED END SECTION BC BITUMINOUS CURB RESET BY A PROFESSIONAL LICENSED SURVEYOR (PLS). � HEADWALL NOTES: 11 7 STEEL GUARD RAIL PCC PRECAST CONCRETE CURB 12. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL CONSTRUCTION ACTIVITY 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING CJ 0 GREASE TRAP SHALL BE IN ACCORDANCE WITF OSHA STANDARDS AND LOCAL REQUIREMENTS. SUURVEYS, INCSURVEY OF SOUTTHAMPTON,ass HERITAGE AND IS WOOD GUARD RAIL SHOWN ON THEIR DRAWING EN TITLED "PLAN OF LAND IN ® ® CONTROL STRUCTURE NIc NOT IN CONTRACT 13, ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF--WAY SHALL CONFORM TO ALL LOCAL MUNICIPAL STANDARDS. AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER PATH I WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STANDARD SPECIFICATIONS PARKS, INC. DATED AUGUST 4, 1999. O O'" SEWER MANHOLE Nrs NOT To SCALE I FOR HIGHWAYS AND BRIDGES. 2. THIS PLAN Is FOR ENGINEERING DESIGN AND IS NOT y r Y Y rl,(� TREE LINE 14 P T INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. CHAIN LINK FENCE D WATER MANHOLE Y TYPICAL . ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHALL BE CONSTRUCTED 1N CONFORMANCE 3. PROPOSED SITE LAYOUT WAS PROVIDED BY BRUCE D_ -x--x-x- -x-x-x- WG WG k WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (WHICHEVER ROBINSON ARCHITECTS ON NOVEMBER 29, 1999, Sao STONE WALL G WATER GATE APPROX APPROXIMATE IF MORE STRINGENT). RETAINING WALL TSv �:SV TAPPING SLEEVE & VALVE ACR ACCESSIBLE CURB RAMP 15. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL E DEVICES. ��=z� � HAY BALES � PRESSURE REDUCER � FES FLARED END SECTION 16. PROPOSED LANDSCAPE DESIGN TO BE PROVIDED BY LANDSCAPE ARCH TECT, RETAINED BY BRUCE D. ROB ON 4 MINOR CONTOUR '+' SIAMESE CONNECTION ARCHITECTS. HYD __20 20 MAJOR CONTOUR 0. 141 YD FIRE HYDRANT BW BOTTOM OF WALL Ts TS TOP of SLOPE iaWM o I 17. ALL CURB RADIUS TO BE 5'-0-, UNLESS OTHERWISE NOTED. rlv Plv WATER MITER Tw TOP of WALL Bs BS BOTTOM of SLOPE • POST INDICATOR VALVE I 18. CONTRACTOR SHALL INSPECT WORK UNIT AREA FOR COMPARISON TO EXISTING CONDITIONS DEPICTED HEREON, RR RESTRoaM I CONTRACTOR SHALL NOTIFY ENGINEER/OWNER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION COMMENCEMENT. ® WELL 19. ALL PROPOSED AND EXISTING MANHOLE FRAME AND GRATES WITHIN PROPOSED CONCRETE PAVING AREA SHALL BE BUILDING GG GO FF FINISH FLOOR I PROVIDED/REPLACED WITH A FRAME AND COVER MADE SPECIFICALLY FOR OWNER. UNITS TO BE SUPPLIED BY JEN xIEN BUILDING ENTRANCE 0GM OM GAS GATE OWNER/INSTALLED BY CONTRACTOR. ° El GAS METER rtD �� LOADING DOCK u Lrry 20. PROPOSED PARKING STRIPING TO BE 4" WIDE WHITE TRAFFIC BEARING PAINT. ° BOLLARD ( ELECTRIC MANHOLE CET CHANGE IN TYPE 2 AMENDMENT 1 21. SEWER PIPE TO BE PVC SDR-35 UNLESS OTHERWISE NOTED. SEE UTILITY . LAN FOR SIZES. # 01/18/00 JJF © DUMPSTER PAD EB ELECTRIC BOX ' 1 REVISED PLAN PER TOWN 12/30/99 JJF + SIGN 0M El F&G FRAME AND GRATE 22. DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE UNLESS OTHERWISE SPECIFIED. SEE UTILITY PLAN FOR SIZES. OF AGAWAM COMMENTS ELECTRIC METER o. Revision Date ppvd. I DOUBLE SIGN 23. WATER MAIN EXTENSION TO BE fi" DUCTILE IRON CLASS 52. SERVICES TO BUILDINGS TO BE 1" TYPE K COPPER. Designed by Drawn by Checked by LIGHT POLE FdcC FRAME AND COVER PM •PM• PARKING METER 4 FLOOD LIGHT i 24, ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING CAD checked by Approved by � RCP REINFORCED CONCRETE PIPE THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. Scale Date `�'" '�' SINGLE LUMINAIRE � December 2, !� 10 PARKING COUNT ,F.4 Ufa VCP VITRIFIED CLAY PIPE C1U COMPACT PARKING STALLS DOUBLE LUMINAIRE Project Tittle ] W% ML TRIPLE LUMINAIRE PVC POLYVINYL CHLORIDE PIPE Main Entrance Area CROSSWALK i QUAD LUMINAIRE ACCMP ASPHALT COATED CORRUGATED METAL PIPE Six Flags New England 0 GONG. PAVEMENT WALL PACK 1623 Main Street NORMAL PAVEMENT CIP CAST IRON PIPE E - HEAVY DUTY PAVEMENT 01 ETMH TELEPHONE MANHOLE Agawam, Massachusetts TS L_ HANDICAP RAMP a To TRAFFIC SIGNAL DIP DUCTILE IRON PIPE lasued for M SIGNAL BOX HYD HYDRANT Site HANDICAP PARKING FRCP ©CP VAN-ACCESSIBLE HANDICAP PARKING FB FB FIRE ALARM CONTROL PANEL Plan VAN 1a a FIRE ALARM BOX PIV POST INDICATOR VALVE Approval De-tall no. nT TRANSFORMER PAD CAP CORRUGATED ALUMINUM PIPE ARCH. DETAIL (SEE Sheet no.�::M ARCH. DRAWINGS) I Drawing Title MANHOLE INV INVERT ELEVATION; UTILITY POLE Legend and Pww PAVED WATER WAY g GUY POLE ® © HAND HOLE UP urlLfrY POLE General Notes ® PULL BOX TSV TAPPING SLEEVE, VALVE AND BOX FIRE HYDRANT COND CONDUIT ® NORTHERN/EASTING TAG HOPE HIGH DENSITY POLYETHYLENE Drawing Number FD FOUNDATION DRAIN 1AOF JOHN C 1 J. FURMRMA1t ,� CIVIL No.41010 Sheet of 'gssf °� 1 8 IWMA� M Project Number ��'� o6229.00 o�/tg 00 06229rInt1¢,&.dwS 1 i9- X N X82.2 82-g 4 f 96'g X94.1 �-`-•�` I XS .5 I X93. X94.1 9. \ "8 ! X 7 6.8 ya an en $rustlin, Inc- 1 , '!I X95.Q if f nasse 1`I g X 81 2 X 1 • li 1 I ! I I X' t � X 9 3. O . 8x /ti x 83.7 X 82. T Land went . X93. 3 4 1 WATEFwnemtal Sex�r►ces xg3.6 / / CB ELEV.: 72.8 Colwn a A�veftw x94.0 ____•- . �� ---__ --- 505 East Nbsawh o1105 ! 3 FAX 413 747 0916 93'1-►i ti` 83 z { X 90.8 i- 1 ofI X -- CS 107 ! ,d �--`. -�. 4 X 78.8 �' I X86.8 X81.1 9Gj.8 \ ��� O x93.0 / / ApP1'scartt: /• ,, ,/ 9 6 7 ,3 ' , !, R t s � w `� X93.6 ��_� ,' / 89.2 f- `_"_ - 83.4 C y er Parks & X9o. ►� _ `} X94.6 / / pre ? X H \ �J� �/ i f 4 (4)ASH 6 I yl '' b _ '�/ ` \ ��'�_' l�� / amusement P x 91 . �� 1 �I / /g 3 7 StuartA�L • 2 a I I I f - - - - 0 Street I gg.8 \ I 1 i -`�' / r -� XX65.7 b23 Haan N,�. 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IrO PLAN 0 �r .Q \ �� \ SURV S THEIR DRAWING Ef1T4TLE 4 TFOR pFLmI R D \ I I "F �� x96.7 6.5 �` \. C.J + SHOWN ON \ UffllTY M1 \ X 9 °\ AGAWAIA. MASDATED A TTS" SURVEY _ NOT IN VS > I -rr 1999- fff �.2 ' In II� � ` I � g � � PARKS. 1NC. DATED AUG1l5T 4. x 8 IA 11= 2" I.P. { X 9 2. ` 2. 'THIS PLAN IS ti USED FOR PROPERTY NG t60UNDARY tpYQl1T. X 87.0 X 88.5 X 89.0 i I f� -- �. �. ^_�_.--- I O - INTENDED TO BE 1 -�f� _ 3 PROVIDED By BRUCE D• x89 3 1 4 I X 9 4.8 �- I 85-6 ,z" cL.Y ._._. --��_ � .3 �� "! � � "�� �--�� � X93.3 POUT WAS X X 89.2 G� ' ; an X 1 3. PROPOSED HIT or�H.5 9 R 99 p I Q.7 X$1.6 ROBINSON ARCHITECTS ON NOVEM$ER 2g• �s ` I i I I 0 0 i I � X100 1 1 87.9 /J I \ I 93.6 I / O � / 100.E \ y I _ , \} 93- 1 f t xg f OX �i X93.1 i t i i 96.6 ° p ° © © X \ 9 1 Ux I I I 0 � ` X I I I X99.6 1 X101 .5 101 .31 ` 0 X 0 X89 �✓1 1 95.1 I I J 1 0 G. THE 1s x • / i 89.9 J Xa8• _ �� X88. 1 � �� 9 _-` r �.. _-� x 11 I 1 1 I ! 1 93.7 X 93.2 4 X x 8 - 1 `- - -�- X92• 4 X , / 93 4 11 I i I I X X ' g4.2 S9 6 _ 91.4 / f� 93.9 t��' I I i I 1 X96.8 � 1� X101.6 �Q3.0 X x9 1 J X95.2 "� I ! J ! 1 089,6 89.6 L. X994 ! x0 a; O 3,4 I I I 1 X102.9 } 1 95.2 0 0 X92.8 X9 I I I _ X91.6 X91.2 X92.8 J 0 / X95.1 1 U - r a' C 1 1 X I I ! rn PPVd. x103.5 1 I 0 O O 89.0 Revision t)ata 7 I f 1 t I I O l µO' Checked by I I Drawn by 92. ` I ! O x 91.6 ! I ',X 101.6 I X 89.2 Designed by 100.7q.n 7 O 92•X CAD checked by Approved by -� 4 90.5 I 1 f x X103.3 3 O Date �mber2,19" X91.3 93 X x i C I 1 1 1013 1 93.6 X92.9 X 90 6 X89.2 Scale 1"3W -- 3 0 ! I I -- � l 1 i X 92.8 x Profit rt,. Area 9 \ l 0 x i ! i � � I .8 Main �ntranCe � \ � .. +- �-- 1 � � � 88 � land X 87.9 \ X 3 !- 95.4 I { I I f �� _ter-� I f 95.9 94. x { ` (I _ C0092.4x �FIags �e� Ong ` f 93 X I 1 � 1 ...J \ 1 X101.2 I � � � / � - 1 � � 5 Sl ---/ � X9 � X94.8 _� �n- I 95.1 i I f t ~ �. - t g2 4 I X89. { 23 Street \ t'�' 1 O x X90. x88.9 1 X89.2 \ �- - _ � _ I X � . �. T. � I 9 . _ �' � Agawam.,Massachusetts _ X 88.9 � 1 X 97.2 1 �- _ f X 9 8.9 1 / -- �x-� I I X99 � I ' � �[ � � / X93.0 92.4 1 t Issued for I X , 1 x nowt I I 1 I + g8.7 1 / 1 88.3 X ,,Site APPROXIMATE LOCATION U _ _ - $ # 1 i x X98 6 i X X 4 X90.` Xg9.5 6 -9.0 \ 1 1 1 I I 96.3 97.1 X 1 i plan X88. X8 89 X - l _ 1 I I I I 91.6 0 0 �� 0 A-pprov Q0 _ _o--o a- o--o I 1 X96:9 0 0 0 0 i X92. _. .. ! I X95.0 8 0 x I III I ��m�, � ® X r` 9 3.9 1 X 97.6 i 1 � ® � � g 1.0 � Drawing rite .. 891 I I I . I X98.2 I X91.3 g1.3X 91.0 X X 0 I i 1 94.81 i 1 I 1 91.0 X89.1 I _ ! I 1 I / X98.1 ,, f r � E�Ev.: as.,� p� ConditiO�.s I 3� ! 11 I t WATER Existing I ! 9 I I_' I ° X97.2 xg2.9 91.4 X91.3 1 1 .5 1 .._ _.J �� I I ! I }} X95- X 93 2 X9 91. Drawing µUmber 4.7 i," I I 8 l d6 9 X 97. 1 I I ! X88.6 ' I I ! x95.2 X 91.6 X1�°FC-2 -� o , g i ` r 91.8 91.1 P�I��AAr► X88.6 - I I " 1 X 1 }1 ® f X 1.4 CIVfL _-- - x88.5 � - - 13. I m I x96.7 r-_ W- ---- g.3 w..�.- ------ er-�- i I f 7.8 0 91 .3 g 1. I lla:4ti�?10 Sriest Qi $ 97. x9 95. X WATER WATER '�+tirst� 2 6E 88.1� Et-EV,: 88.1 J ¢ro�eet Number ¢--� o so i / X91.3 3 Xg0.5 89.3 .8 pC229.� X I 0 1 X X X X X94.5 94 A2 . I 30 x94.6 - 91 .6 QI 118(00 1 I ! g1. SCALE IN FEET i X 1 / d1YR2���tcn ,Front s�te�ploc�c�8 +g 4.5 ' X 91.7 t� / P:i06229u � zx Xi I I i 1 3 • 4 V � 1 I X97.4 X u<a oK I 0 X94.5 X97.4 X ' X• tn. 94.1 a� X97 7 Iz I x � 93.8 -� i I mxz 1 94.2 X i / ! „` F !" " ',.-i I}4 "I ,,, . ! i I 1 I �+` j _f 1--' ^� tj - fil: ''1 7 / r l I I r, I } 1 L s I I ,�` ! r'f~- 1_:�r i�": �-----l - ­1 i Z _� ffi I I " 11. r i _i ,, rr' j !t I\ \I "I 1 7 i . I 1­ , ' J , i", I > 1 t i . } . �' r� •� .1 Y J� r� ' I I ! jl 1 f + 1 !' 1• rr� J,} I ��I1��� { `�' f��•� 11 3 c.� , '"i f / / II j 1:? t ,I 1 r I \ \•', "l , r _1$ SITE COVERAGE AREA j ( ! t / / !f I . I I ! I r 1, ; \\ , j I '\ ( _. : I l - - r i 4' j ; ? \ 4! ; Vana►S'se Han en Brustlrn Inc. - -"c�k) -1_�•; j' / �`1 ? I i.. i i + ,.,n� I f I \\ J� \.` ,- r', i 1 1 N cX15TlNG IMPERVIOUS AREA: 108,721 S.F. Y ) / r` I f ? �r .11 i '� \��, f i I PROPOSED IMPERVIOUS AREA: 96,635 S.F. �• ,,1 - / / 1 }r � I, I 'I� i I \\ �� F'�\ :'' , '+ `\ I $ EXISTING PERVIOUS AREA: 25,649 S.F. TranB On "� ,'s } I11 { } �}"} tJ `� �� ' ' I PROP PERVIOUS AR Land Development I I -­ ) I f I I \ \ i / i s PROPOSED E US EA: 37,735 S.F. I f \% , /� %� I ! �V]IOIIIIleIIt81.SeFV1Ce$ 1-1 Ii I ill .' -.-A,-A_•,� --, _� - ff j�I r 1 } r } \�, I I t--r 1 505 East Columbus Avenue _ k .1 f/ "' ' �� �`�--t.,__1 / - f a 101 1 . i+ } �"r ' I � Springfield,Massachusetts 01105 { i . 413 747 7113 •FAX 413 747 0916 f ��_ j , ' ! 1 f ( ii; yr 1 S' ! ; BUMING LOCATION DATA (Foam of BuAdlnq - �, . I A..1.I ? I� 1 .,?I i 3.f 1 ' i- .._.__._._-_......----._L__ __�,..... (\ POINT NORTHING EASTING 11 - t - } r �`j _ ® 380090 1296 296855 fl474 S `j, r -?„ ! if f ? i I r -'- _..__,...•_.__. r, ® Applicant: ---­.,�..• 11, tiiF !3 r' t7i f V_4� � i . +T> r I t 380105.8464 296850.4397 / f_ _. � -� �. !} r '') '"*"I Z �_1- (, � �� ® 380093.8639 296841.0366 ,, }...�. �+ rsi� n . , i {, .._ ._ .. ® Premier Parks & + 1 I f -•-:'.r__ `` .r r 31"/ 380109.5807 296836.4289 I - I l7 ./ -�..`_..- 1` l /J 1,� ♦\`, t f l 1 I 1, ?1 ' I of SMF rT rlr} r' r >• -� r ,Q f11 i �`--'' ® 3801 o1.5soo 2s8821.2803 J �j �4I f I j , ® 380117,9034 296822,7371 Stuart Amusement Company \ �� // i ` '`. ii � 7 1 11 ! f`, ( I f.-f1t*r-prr'rt, Fi}]it"FFld£�L"`'\` �'� r� '± \ - /�'"/ f �"`~� ® 380110.1878 296809,6044 .` 'i 111 I } 1 < f_t>;,•"iric ` ` , -„, r' 380126.5011 296811.0612f �. 1623 Main Street ;,'r j s ( !I �� .? _ 1 REMOVE EXISTING 6" HIGH GALVANIZED I � ! �_ '~ ` _ -- _ ` i ��/� t -- ~- -- I i �-'( . �f I i 1( I ! ` f It , ' � i >-„4 1 . �_� - �- . 90.9195 r CHAIN LENGTH FENCE . REPLACE WITH r , , }� [} / , "4 ! L. ` RyI ;r I ( }±r f C �\,\` ��k f!r� - - �' ® 3$0142.9013 296798.9964 P.O. Box 307 NEW DECORATIVE METAL FENCE TO r # 1` MATCH EXISTING ON EAST SIDE OF •\ if 1 I r i. i ,.�r�N I t�l 1 / % r \ � �' i ® 380141.3119 298783.8487 it ' ` 1( 380155.5601 296791.9 251 ROUTE 159 ,\ + Ill �� � j I r�i I / !' f �\ t, �r_�� , -------------I _-� ® Agawam, Massachusetts ( , I I lr j ? r if ff,t i� I ! f '� -- '' r C fB 110 I r I I ® 380160.5771 296775,6516 f rr I I S I� r ti � i,I l ?I t" <� J��'� �'' '1. 4 f I if , ' Ji ? I i:r. ; ; ` .\ r,5 i ® 380171.1863 296788.3783 g [ I f \. 1 i ( 1!; i III; #'j i 1, - I•, \ 1 r j' ' /J 1 ! 1 I ® 380175.2447 296773.6974 Owner; 11 S •i ' i j f+r i r i,; �i'. {.",.- "'co � � �' }`ii j ;\ / - --1 `. ® 380185.5539 296786.4241 • _ h:,: Premier Parks & •��• u J I I } �' i i f�t.� i 11 i i /` �! f' ` --- I ® 380035.8744 296796,2095 __._._ - - _.,._ •�_• • '.`�.��• \ '�� ' /ir1 1.. I i I t( I Il ? will.' l} CJ,`t \ �. / �' + I' SAWCU - - - ' ® 380009.1298 296849.6037 `- ___ _ - - -- - - - _ • �•' `0��' • * �r�� �/ j II I ! f �� I� c� ----- I . ;(r I \� ryr! /, '�, {j ® 380309.2804 296888.4663 Stuart Amusement Company �' 1 p Y - - -__ -- - - I -, ( I i 11 �;-, 4, I. \\ •`� ;` / / / 380309.9067 296931.7934 -t_____. - r J I- - --•-- .-.___ .-..__ ! ® 380133.7371 296912.5387 11 1 __._ 1623 Main Street i y ' if ( I ' I ! _-.) 11 s�. � Jtr�T`^.� 1 ^`tiY'_y . _ � �i� �� rrr; �� � Ate I } _-_,-_--_-----•________-C. ® 380139.4344 296878.fi5b5 r I ! I � E J i i i I � r , y" ti'Y-;_y._ !' {twrr �� �s WORK L1�11T ` I S .1,4 fl �'jF a �- ' ,a:F-.�, +_-}�,� �W�_F.EI� U E TO iY�'7i. ,,,-,lrY'��! ( ~ ��f �.� .�� ® 380201.063.6 296824.5855 P 4 Box 30 ! - - •- i f I +2 .53s� ( ! ;r`�f ` f[i f -- 1 �'- _ w ::r_ T1$f'1�(; ,� f• --. ® ® 380236.6405 296822.1294 P.O. _ 7ClSTING WOOD RETA4NIISI.G___-_._ ':3 '' Y � - -- __ __•+.�__ . --. .z , 1 5 ii + .r_._ -"-, i t A�.0 T0� REM D `� _ i A r r ref - r .• _._---,- ® 380258.2954 296866.7$71 -- a -._.�.I•_� � �, r'r„ S� r 4` 20� i.,,, BRIG'K SEAT I�ALL� _ r _ �_,_ =_:_ r J Y >"aE A� Agawam, - - I �, v ►;: , 1 r :} s:� _ r Massachusetts / ��ti , . -- s ,; �,. TO MATCH E}I TING 380289.0764 296932.0945 n. f . �Itil '= lit F 5 '� u T ti - f u a �.. W. f, - p1. ., a.. 3, 77777777 I i10� 1 yf 1 �l y; 1 e❑❑�• s v' / _. ;'i y r\ ir. -"k' 'l-' r.YY t yr • , r1R r: {(� i,Irr rF!:r^ti,+ rt w" :�, _..__ .t / 'Y t• I r• "i» r r _..::- ., .,..:4- i. :,. , ;:cr •� r.,;n t yf r ! µ r' t 9 �a,i- s1 _ _ ��.... JI �. r c� I I iir k,- .f$Z� �w IEw� fr��'�r ! I •. i w 17 p 4 s,� ?1Y1�>�, r+( ,t y } `�� �� NOTES: \ . +_ BEM RGENC'f!r ,� CANTING STR1P t . t , }y O Y' \'1 r �[.,.__ L • •O� - , rI FI _t.: f� FII 3,C sr (' ` Ip t Y': \.J .rN l' tIl.__.-. 1 - f ' AM 3ULANC i 144 �� , r*^' ,_ y i. _,, I f^r Y �: w 1 , �.� i\ 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING / r.... ACCESS VNL I f \ 'r. ,... ',jM.q _ ..mg. I S::;r ,✓ro-s's,j, I r} ,ti: .,: 'i- ....: _ '',,'! k 4r' .� \- .. 't ; i '�` ` " . r 1 � CONDITIONS SURVEY WAS COMPILED BY HERITAGE \ a- ,o�_._. I; b ,,�:icer.. !__ ;:, r';x i .oa i r �_• \ ; "?`" . , GA , t; ... ,a.., :., rr�: a ' SURVEYS, INC OF 50UTWAMPTON, MASSACHUSETTS AND 15 r _ •#. _ ,'+. \ , s,, r. s r is ..(,au.,sRN h `a. -:A - nit , s1s� 1. j .,,r„ _:r: {: , ,, „. lE_. w s SHOWN ON THEIR DRAWING r ly -� �1 ` ? ,.• A.C. f7 • G ENTITLED "PLAN OF LAND IN ;4C}� n n.1 1 a 7 r - ' 'E WV o.= t r 4 ij' ti k9 :V-. . El v a. I n s ". IAA fir, -k_`=! t"- r AGAWA { A. MNT 'r,< 4t - as• a , M, MASSACHUSETTS SURVEYED FOR PREMIER ` jj , r,. - -,f _ _ l(�•i ; PARKS, INC. DATED AUGUST 4 1999. \_ �.. 1 r; ' ` �S`yy- y:y /�(�jF {� t'`, `•"'- S ,t_..J:, tri _ 1 r�': rF_ , ._.- ._.., .), Ji _ '1\'� - VII L.:.:ORI{:rl\-.':/T : _ :Y 3.Y. 'F _ _ �"'•'_ .'. S1 ",- 1-� j 1 \T] } F z° t} r. f I: ! Y J f I .. 1.F_ $ '\• - _ - -^' 3r: f - ,-- f 4 v"r} i?i:!'SL' ,f -z'y \ \=-•�_�'-= ,`i• i i � 2. THIS PLAN 15 FOR ENGINEERING DESIGN I / f r j' _ _ __ - k" _. 71?'-, a� :k r AND SNOT r a I '� ; \ EXISTING WOOD RETAINING` _* , � "., 4 �j '� I t. L.I _ ___1., �, �, rRILI -. INTENDEQ TO BE USED FOR PROPERTY BOUNDARY LAYOUT. - \ 1� ,f)�rj/'.. - "--- --- _ .- u,. -t s� !c r: I"v :✓s' r - r _ i i _ T� WALL TO SE REMOVED 11 , 4 I U REWORK EXISTING - ----_-._____._ x' _ 3_ PROPOSED SITE LAYOUT W PROVIDED 1 R&OVE EXf T1NG 6" HyGH GALVANIZED / ' } E ? � 9 '' `' 5' �' _ M ._ i� II ri _ r .n, `®: .l \x 1}` 5, ti a ", V �� \ AS RO IDED BY BRUCE D. 1 - - J. FENCE. RELOCI4TE �� 1 � r s ,� �-4 ROBINSON ARCHITECTS ON NOVEMBER 29, 1999. 1.Itl iAIN LENGTF{. FENCE REPLACE WITH S' i ; ;I ['' --`--t 2 OFF WALK. w_ :r�e_s:°4 z<r xsr F ' 3, / N - - ! �. NEW DECORATIVE PETAL FENCE TO F' _ f II tS 1}3.60 s f' r � > -1 -{� r 1 ' r .EAST SIDE I ROUTE 159 M I x /r ., . 'TREE 1� +; 7 '� f`'.C? S I _ f I I J ( r j a` j` '1 � t*i � t� � �;�� �,�,I�iAV��AE1�1T 6' TREE WELLS ' ~. ( �) ''� � _�J_��._.. j ) rl Q f • F , 7 r rI r/ r rw 1 I I �`�J'� �+�JJ U; �I ra \. ENCE J _ F L j . - _. ,.{ f ' V. ,1 <r f. �� _: t ,r� ,rf r , I �<; k; USE NEENAH FOUNDRY'S :` 'IL t_:` - { ,if 1 1� ti ` ih+ I \I �4 '/; • S1 I f I fui , r,> r,E 1 str,7t r f- 4. ' __ �^ ,, I f I I `F I .� rti' -'� .r.,_ , :� ."7 'a, s :f ,r ••{ _.._.._.. __ \.._.�F" - _ -. 1 ! ti � . - ., , r, R-8880-A TREE GRATES L_J / _,__..._._� l I 1... \ _�•-•' r \ _r F- i i. / "l:'. � 4 • . � r' ', 'a r a t r �, 7•rn �_ I 1 1 ( } �r s ) Ar ' �l, OR APPROVED E UAL 1 f t 1 1 \ r. - { i I EaJI I f ��._'� e3 • it+1„�;r.kF".r'„r, rt Q I I \ _ I� I -_i• .i, 1 _ .,. LCj r ar,U, tr,, 1 i r' �' I,t _ j:j r� .. ..._. , ;' TYPICAL. 10 PLACES. 1 ;} y .-ir •,� / _,� .. f (( j . �i9 - �.a✓_Ir.r... '? r} „4.,,i,�„f1,�,, ;,:r r.r. ✓,I "i -� f`f I I Lv-: \ J}. 'J. f j A' f ;'��+}r `•� -�`+ - U ' , I :dt ,r,er �` In '<� 1 1 •i' ! , I J 0.93 (i I gRIVK ! C' Y S 1 a IMP , kL �I 1 / _ I o EX STING `,Q SEAT WAL 3s: F , ' l 1 / f - I P ca I r ? PAVEMENT TO �\ L r .r `I . , �l-z. , ! �r '<%.' r:- I ) J , {:l I I f ? _ w r ' �.,,•; t-,';M . ,�y-V }{ t: RAISED BRICK PLANTER I i _ i k BE REM ;_ �, .:.,. ,. ;; , �,� �� -t -- I ! I0 REMOVED f , u- i ;., ir�•,yjr°., :. TYPICAL 6 PLACES /I , `e _ i ( 1 1 5i.30 t z` ti i fi`11-, = t kr,+rl i=r ?rq"?�'r ,fit\ f-) - i I yI .1 . ' ( ' 1 �, �` :x-N;?`�'s,F - .Y'': rr>ryia}.-. s.r:.'F r-"- + r �� I'` -_, i i - -7 1 /f/���]/� r i I x ,,a , r. .0 ,Fr_*asx i .F / r � sy i (� I `,\ -"�+� 11]3 I 1 - ,�! -- ,�s- r'c'� r^.f' 's';w`7 a'C€'`.,. 0 ::'Q- ,- r =• �. �ytta: r _ r` 7 1 r [ �' I- .i{ I r1 7" -tea - r t� sn; r "E;- 1t ti. kx * rAs r�,F'--.p, st / t) I I 1 /\, L--_ _._�I -.-i al rye _ s s r� s r ! }.4�1 y S a a JW k i � k- ._-_--_-V- It 1),p .iL 1 f e LF-+w• e_ -- _ •.o�y r 'r _a --s•-a'"cJ '•f l ' (" :. ^-';�'a -4,�V, i:t'ti• '" "1 l� tie `1\ , ( s I I1 I oIt, t. -,c ':,:�F.* t+r r ! _ �'..," _ _ '.,rt 1. £.i„! i �• ♦ _' r,,l�..7 J \ \ l ) i I ( r I ! }:- .N.'.1.ors t a S_: M '7^ - �'-�-, a f,01 , -s- v 1 ' \ 4 k i I i 'a :•r`.r- ir.- .f. _ r :': rr:-C, ts'.i. •i.: iv'♦ Y - (., ..� 1 ;/ C ! I a y. ti z f 7sa. fi. # }1.�1i r +_ ` I I „ r"M''"{ r 1 „„cc r. - c ff -.',�. .nr r ",£.y,,''a' r!V, - i �r - '� S-- i� } 4 `: fi.r •,. s s ,'S'.:. l .d,r al, r ,'=x'.'`J '� . [ �, i I i t s +r i - Ec '�Xi` �h-�.J+vrl. •fti s ___-3 ? ! I 1 ll!'•{k.e7'a iI - -V'' }��:y � �ll..l 11 tY, ..3. `,4'Si.,.,��t:_ _ -- f \ f. +- !I f H, k. _'R - r'. T, rr'., .., .,5. d':n',;..y.1' I Il- f ly 1 n r, Y^, !w lrI ` 'Cs ! 5 `fir ,} :4 •1 ,� \ [� i -" M'V 1 I f -T""�. 1 F. r I r ,ti r r r r et .,t, r .)- r r Ig}1 \ / fv.l.a r l'C'UC Y; i 5v„{�fl s f r 1' , �.,'.,I.a: SAWCUT I - t\t_i.�4 t E. f `f ;l C.� I ! k, 4',,r, e ro :4hr�sr k a .�,ul, .,.: 1 . ""1 _ J ;: f ( :I:i! f I '..lye.. '� „� ), r} 1 ::�7+. 1 S rr �: i / `\` }} �. I u. 1 h :., r r" yr._ ,� r' . AMENDMENT f 21 01 3': �, v U # 18 00 JJF r i, 1 i'_..J 1 I0 ;: ;; ?s LAN ! `. - - --,___ . r !µme { :r-i.,_ i 3. r. 'uJ' ihJ r f r :r:"3}; I d 7,: "" _ r `.. .J / / / f � d, r'f: s^Y 'f ....._. yr „_.-.. ! I ! t ( w L �]N y a> r ' a/ ) REVISED PLAN PER TOWN Ir _ r ri, S,t,, RICK RTAINIIG WALE ^�,. / rr t_ 1 12/30/99 JJF { \ \ I ± �� f a f �,t, l� OF AGAWAM COMMENTS a t •ti \ ,i I r _ �t t ff ?41 '> r r}r ,s r - �k.r:l ix 1 ke:' 1 1 a '. :s r `T-? .Yk Ir ,,,� ,� �'. tY� ��/ i f '�., ^'' r+, ' 'I ";`a' �} � --•` � T No. Revision Date ppvd. r Ij 1 ';tj 7vJ r'riS, +rr r: L;_ R t I .I I I .r li' I` .}l 1 1': r L1_1 ! , i.I , r `\ ! ( II # I v S'' , I' :I t ':t,,V { 4 I I -' " f , r I �}`• ♦ •\. T' I V 1,,�' SI•'ii' 1' t i - �- I r 1 I F ,r ctr , a.i a,+ ,'ats'F�:, ,.; --- I ;a ;^t Designed by Drown by Checked by \ i I I .� t�,�, F i, :!:.t• ) ,s3 r 1 F 1 S;r 41. ;j `\ �`•..._ (} i 1 1 ,i ) i j .,1., < :.i' r .:s i i _ �NING..INALL TE ---L.,i., � , 1 r.. __ j ? J II , f r r C r,} T }.: `� F -I TO h STINCy:a -- ♦ �~r CAD checked by Approved by f Yr,�'ny ^� rs 1 1 J ( 1 1 \.VI�I4r�s-iC. 'PAVGM4 F .+ ! } S NEW FENCE LINE _ •CH 1 06 `\.i f --( / - I'1- 1 11 f 1 y f ii 1�__J `i'`-,c. J �`•i r' ! f NEW CONCRETE S7EP5 , ' f k EXIST. _- - *•r `�,il S stole " Date i ' I - AR Hl r -.I RESTRODM r r� - 1I i 1 =3o December2, I999 _ •- - - -- --._-- I.._-- - -r--�` I C CTECTURAL =P1_AN � f 81$ S.F. '-��:x+ I ) I I q'i t EXISTING '` , _� Project rt�e i l - y t, j EX1571 �(� :k = I i j i PLANTER ?• ;i y�-,c;��R REF�IOVE f LRNTDR PATCH �I " % I i I, 1 t - r .. i:= _ ,ids : ,. -- r,�r t- r r ,j I___w BUILDING - 1 r ! I c ;J.. 1 $ ",? r �:. r},: : 3I.�z IT? "ITIJMlNOL15 ONCRETE TO REMIAN ('�• I' 1� 5�.3 ? 1 �,� ,- .l Main Entrance _ C0lCR r. i 1 ante Area TE>W , ,,'; t 4 f U ry - Ls i- FLUSH WITH' GRADE I I I - Ark - f- �l s v i.F:; r F < a 3 /( s r {f? t,F -�i- - - Y i,;: '7•-. ` ,_„- + ♦ L '� ''+'r-F�k4` --.t. tir.r Y '.�i'• :' F? ' r Jy zi•!` J E V' .M'„ {j ,E •- ..:'i�`., yr., ", A.ii: J1_ L, '+ .er ':'Y' r C. .:7 x h kr: , ( t • 8RI// �r �} I L i' �,s ,r i •\_. SEA r� 7 .. WALL ..,., � .:': L I_ I ,;r . s,5 � PAINTED ,� i r _ - � M: 1N . � 1 9 I I ,} PA ._ Six Flags . , _ I _ � ..� ,w. , �.. � � .� s New England I�4 I I r I , f ;,' HT VARIES l �• :(, ',s t` , f ,� >, �::rr r r. I • W-11T, .. '� ) _r _._ . I._ f , -_ II, 0 m �. } i _ F,_.. rI i f 1•r C� 1' r C C I Llkt r. FF"" ` t,' / 1 I I .�.. _ :''I: rf f G, f 4f" ;:: __._ - r ! i „ . , :_, .:__,..,..._._ j y f,; �, �� �`\ EMOVE PLAtf t , - - J 1623 Main y _" y� p __ T ___ Street _.a ,... 44 ` I I 1 I (t " II ram" L ' Z, ! 'i y r4 /FI E'. !I 1^� �` ' t ',, I I WIT r •f 1 4 � r �;::zz'." - -- l 3 € ( r L 9j 7r ik 'j,l,n}„Ir �r' 1 f I .I PATC r' s,, r. „ y{ } -- " ,aru '! t C" -q i „.S, i "I:' I { l�, • r -�. �_ ri ,. ...y 4 '.,_•_• __ _ 7 ' _ _,,_: l.ri"r!' In r, ( G.. N BITUMINOUS F -,� r� ,dr .�. _,. i I / G 4� 5;:' t .{I r/ - 1 � 1 Y r tt,,lpf .• F:0 �-....,..,,,__,• i r 1 f __ r. F` -9 -,. -, , k , + ,, t f .- - 1 !;- , I .'I oNCRETE FL�15H Agawam, Massachusetts'�6.. I I f ! t, Js I SA' !tx } ;w 5,( r wt r ::+ rr,' }}� __ _ fl i S\ ,� v a, r Q / t , I \ j� f LW _. J . 1 r I I j PLAN c�> f`U" s� ;�. WAt )_ , Q� �F, jr I .\'' 1 �, t�;t {_ WITH GRADE.'4 i _. - , ` r_ 1 Issue for ____ - IN - r ,I it : TE / - _� _.-_ 1 r• 1 AREA i 18 ___ I 2 - _. _._ --_�. 4 .______ -- 1- I �• R T. ! I d '. Faun rl�errr^ ___,:._-_--_ _- _•__• _ __ I .Ar. rr a= f � � i '` i HANDICAP PARKING ��t„" :a� Y(�F � PLANTER !I ."' ,s�' � [��. ® �13 �? 4' � � �� +� Ea,.. m "-._.•-.: _S� f a� I } I I 2 ' SIGNS ,,," ;y�.ys:. u�.if;.rn L] 1 ' �(�> '_:/ �' \•�(L 5 r �. _ ' i �+ t ¢j sll�iW1 r 2 -A•- :s?v''sr�,k ,7a s- - - '•` L- _­.­,"�,.:,,. il_l� / +..rr+'t I ` (TQ q l_ �_ _------•- --CY�- "! ! Ill . f, _� R 3lfyiu,'"• y Z- -jH - ..- may "4Y w�.. a a Y t I 1�,.• t /' r i^ 5 t' e�� _ '��_.. ••4r• _*;:-___7 f l;y' 1 } L' 1 ir_=- -. f-_ r_ .y _ t'trr, r ^h 1 � -1�`r`1\ f!: ,.{ I 1y P�Lill \ '� J } = r 1. fi; ,� _ $-— i` �� �% �0 `� �_ r� REMOVE_PLANTER. � 7 1 ' 1 r i` Ii. I 1 !II++lIT OF m HANDI # PARKING SIGNS Approval -- ( '_ rv: . PATCH NTH- - � � , 1 ,4 REMOVE EXISTING 6 HIGH GALVANIZED i , i ! •- CONCRETE X r' $ , \ i 1 .rz r i } I cv x E t _..-f . BITUMINOUS ! CHAIN LENGTH FENCE . REPLACE WITH I ] I q. PAVEMENT - n" / I r L ;,NEW DECORATIVE METAL FENCE TO } � j r !f 1 i i sue.'` CCS & (� �� '1 PLANTER f WITH SURFACERETE I � � ,K I Drawing Title t� r -� . CCB �r ! E _ I i MATCH EXISTING ON EAST SIDE OF _ \ , ! �,' T ! CCB -- ROU ROUTE 159 r 1 ( r „� 2� r Y . d. � f 1 �� t` 3a' ( EXISTING TICKET SALES I (" \\ }, j r f'� 'l 1 I j,( �` `� �� r� `� '~ .� �r I J Lei` 11 BOOTHS TO BE REMC?VED ��r° j I v J it I: 1 I `�� 'L ISTI G Lf P LES WHITE PAINTED` LIME 4kt Dimensional Layout I i'�;•\ . ` ri ' i'' I '{- '� �� 0\- .::•1' T E EMO 0 WHl _`��ra_... 11• I �, r q I ! P I f�' 1C. Imo` •~...-. m .---N. -.--.W._J- - y( , I ��_' . II f j ,E' ► , ' `� 6 oRK LIMI & Materials ,� , ? ? 1 � W -� �I-t. T * L7 r t'..._- _ " _ _. - V V­­ I - ___ ____: \ f l4�i tik % � ! ' IJ .r i --_-. ._._ _ ____ - _.. - i ��� ,�'/ �t ;( 1 I I I �� i I 1 \ �� �. �. f v �1y' = <'1� 1 `C � •r.•.. }i� ` ------ _ - _., ...._�.._ __ __ �. -� I ,' �., l I r4 I I I I ' n -w� _. = , -- _- a .I'- \ r * '1 t I I� j Ff �-' y .I r 0 t }i� l _- -- -•_-- �_....�__. ! ,.I'-. r,r-w�_ h ( i I , r i f F .U,� / 2 ",----- --mow_ __ __ ` iIE_ _ -- f 1 ' , 1 1 Y 1 r NOTE: ! '= f L.. f I_. v _._ - -" - - __�_-- J-"_ 1 + y, f I PROPOSED EMPLOYEE PARKING AREA IS TO BE TEMPORARY. PARKING AREA IS CURRENTLY ZC � r Drawing Number " `-=' -- -�, - ��*'rL" -- - -- a --' _ - __. .1 1, l. ri I f a �TUIIRINOVS CONCRETE PAVING. PROVIDE STR#PING ON EXI^s11NG PAVEMENT IN l /" r _ � t = -�0.»� ". r \ , 'r ! °' '' r / �.it 1 R-; - -_-___--- N- _ •w-�«-.__,.,-_--•�_•- , t , ' j i e r r j l'' ACCORDANCE WITH LAYOUT SHOWN. REMOVE EXISTING OBSTRUCTIONS 1ATHIN EMPLOYEE \`' " �,,w � 1�r���_� E r.c_:._ �c�.� � r'^�>=-- �� \ 1: I I' I i \ PARKING AREA AS SHOWN AND PATCH WITH BITUMINOUS CONCRETE FLUSH WITH GF' /3� _-_- --- - - - -loft - _ -------= "a.i�n. \xaJl t 1 j 11 Y r f t I. � � ADJACENT SURFACES. a 14_ /'- z , J _� - I Ii I--",- _ _- - -o .� �z-l'_._,,,.,.. . r ;�ti l� t CY - '� I. -1 ) GATE ACTUATOR �s� ' r �/ r -_- �� - ,I 1 1 "O 1 _ t IJOHN J. -3 _y. _ r_- '--7 ; 1 i it ' � �.�r: � II '\ \ Z 1 i; 'j I �u r/4 'r'o T"i js.:._ --=.._�! f �~ +�.5'e F4,n`I �'- 1 f i ., / _�".r iJ \ \ 1 l l i j FUR�ru� 1 .... �.' _. la - -�-I ! I SECURITY FENCE WITH ` ` \ ! 1° . CIVIL I 1 I i�.--�- -F� ����._. f _ _ ELECTRIC SLIDING PASS ` �_ � � � /�-w�1�1 \ �� \! � I tit t ! �1p.'41�1Q Sheet of I if _I _I, GATE FOR EMPLOYEE PARKING ` �11 �.� \ l y. -......���` �' `\� 1 ,fir{ !4} I ii �I I f si! 1. f� 30 D 130 60 r r , nt� / / \ 1 1 vrarea 3 8 I I jj I I � �'• �' .{� A J:r Y' (.1 �� \y _ F { 4 Project Number ( 1 i 1r i ri iiiii �; .•�, r 7 - - - _ 'i u�r�j I tl J \ I f� i I 06229.00 _.._._.._.. ;.i '�, SCALE T ,`I ? �„ F E i ., - _ 1� 1 1 - --____ _ �. ..! I �! I N E �' � .- r�,'f. t F(? ~�; / �' i I�, r \ '�- l r ;! ; a� 00 11Maspr\Pra1ects1062291caMd1YR20001P1anset\Pront Gat;60et_Dwg