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8019_SITE PLAN- RIVERSIDE PARK- WEST SIDE OF MAIN ST. -OVERFLOW PARKING LOT ��so i � S ��e Q( � ��verg�cQ� Pc�.r� WQS�SIC�.Q 0� n'ICtin S�-. C).fQ,�IGtiv QCt,r�� l��- AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: March 2, 2000 DATE RECEIVED: February 17, 2000 DISTRIBUTION DATE: Feb. 22, 2000 PLANNING BOARD MEETING DATE: March 2, 2000 APPLICANT INFORMATION 1. Name of Business: Riverside Park Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Premier Park Address: 1623 Main Street, Agawam, MA 01001 Telephone'" (413) 786-9300, ext 3202 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield, MA 01105 Telephone: (413) 747-7113 PLAN REVIEW Scale: 1" = 60' Date: February 17, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0.K. Description of Project: Paving of existing stone and gravel parking area including construction of a stormwater management and collection system, installation of permanent parking area lighting, construction of an additional tram services area and separation of tram access roadway. Site Plan Review Page 2 Description of Site: Site was formerly approved by the Planning Board for an overflow parking lot on March 18, 1999 by the Planning Board. See attached approval letter. Provision for Traffic Flow: Traffic will enter parking lot through the existing paved parking lot to the north. Parking: Approximately 980 parking spaces are being provided. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: More aggressive tree planting should be employed within the parking lot to lessen heat for pedestrians and vehicles. Bradford Pears are ornamental. Additional islands with plantings are recommended. Sign Location: Not provided. Exterior Lighting: Lighting details must be provided. Rendering or Elevations: N.A. Dumpster Location: Not provided. Other Comments or Concerns: The earlier Planning Board approval was limited to three (3) years. Conservation Commission and Board of Appeals approval are needed for this project. TOWN OF AGAWAM NO �t•y _ .36 NIAIN STREET AGAWA.M. MASS ACHUSETTS11O3:"_ � TeL 413-86-0400 0 ch 24, 1999 Tim Black General Manager Riverside Park 1623 Main Street Agawam, MA 01001 Dear Mr. Black: At its duly called meeting held on March 18, 1999, the Agawam Planning Board voted to approve the Site Plan entitled"Riverside Park, Agawam, Massachusetts, Local Permits - Special Use Permit, Zoning Board of Appeals, Conceptual Overflow Parking Plan" prepared by Vaname Hangen Brustlin, Inc. and dated February 17, 1999 with the following conditions: 1. The comments contained in the memo from the Engineering Department dated March 18, 1999 (attached) must be addressed. . 2. The applicant shall meet with the Fire Department to discuss their requirement for a fire hydrant. 3. It is the Planning Board's understanding that this is a temporary parking lot which shall be replaced by a permanent paved parking Iot at a later date. The Board, therefore, only approves this lot for a period of three years. 4. The Board of Appeals must approve the Special Use Permit for this lot. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, I Charles R. Calabrese, Chairman Agawam Planning Board cc: Clerk Budding/Board of Appeals. Engineering VHB TOWN OF AGAwAm INTEROFFICE MEMORANDUM �� o�P To: Planning Board CC: John P. Stone, VHBIVanesse Hangen Brustlin, Inc., File From: Engineering Division Date: April 5, 2000 Subject: Site Plan - Six Flags New England - West Side of Main Street Parking Lot - SP 306 Per your request dated March 30, 2000 we have reviewed the site plan entitled," Site Plans Six Flags New England, Westerly Parking Area, by Vanasse Hangen Brustlin, Inc., for Premier Parks& Stuart Amusement Company, dated February 17, 2000, revised March 24, 2000 scales 1" = 100' and 1" = 60'. " We have the following comments: 1.) This site plan proposal is subject to the approval of the Agawam Zoning Board of Appeals. 2.) We reserve a decision on the provision of the requested water connection in Main Street pending an agreement to provide the needed looped water system (see comment from our memo to the Planning Board dated 3/1/00). 3.) The drainage study and calculations submitted for this project included the overflow parking lot as well. We have reviewed the drainage calculations for this project and a Storm.Drain Permit will be granted. A new storm drain permit will have to be applied for if the overflow area is changed to pavement in the future. Drainage calculations will need to be submitted and detention will be required. If you have any questions please do not hesitate to contact our division. Yours truly, �j Sincerely, V James T. Daley, P.E. Va oyannakis Town Engineer ivil Engineer I h:lengineer1sp1306133_2.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: March 30, 2000 SUBJECT: Revised Site Plans-Parking Lot & Overflow Lot - West Side of Main Street - Six Flags New England Please review the attached Revised Site Plans for the overflow lot and parking lot on the west side of Main Street for Six Flags New England to be sure they are ready for the Board's signatures at their April 6' meeting. Thank you. DSD:prk Transportation tand Development , Environmental • Services i imagination Innovat on energy Creating results for our clients and benefits for our communities March 30,2000 Vana se Hanger-Br-uStLin,-Inc- Ref: 0622900 Deborah S. Dachos Director of Planning&Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re: Westerly Parking Lot Six Flags New England Dear Ms. Dachos: On behalf of our client,Six Flags New England,VHB submits for your use in obtaining Planning Board signatures three sets of revised site plans for the above referenced project. The plan set has been revised to incorporate cumulative comments made by the Town of Agawam's Conservation Commission, Engineering Division and Planning Board. Following is a summary of the revisions made: From Engineering Division Memo to Planning Board dated_3 1 00 1) This project is currently being reviewed by the Zoning Board of Appeals,with a site walk currently scheduled for 3/31/00. 2) The on-site sewage disposal system labeled existing on previous plans does not exist.This disposal system was originally proposed on plans for the current existing paved lot,but was not constructed.The disposal system reference has been removed from our plan set. 3) The pond outlet control detail has been updated to incorporate revisions to the drainage calculations dated March 13,2000, 4) The town's hydrant connection detail has been added to the plan set. 5) The town's thrust restraint-field Lok gasket detail has been added to the plan set. 6) Six Flags New England had requested that a connection be provided to the new watermain in Main Street for their use in connecting the proposed watermain in this submittal to the town's water supply. We have been involved in discussions with the Town's Public Works Department with respect to the installation of the watermain loop requested in comment number six,but have not had the opportunity to discuss specific details.Six Flags New England requests a formal meeting with Town Officials to obtain specific information on the watermain construction with respect to their property,and to further define what is 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747.7113 a FAX 413.747.0916 email: infoQvhb.com \\\06229\doC9\Ietters\West PL SPA 3-30-OO.doc wwW.vhb.eom Deborah S. Dachos Project No.: 0622900 March 30, 2000 Page 2 specifically being requested on them. As such,we again request that the water stub be provided for future connection to the watermain proposed as part of the parking area. We will arrange the previously mentioned meeting in the very near future, to discuss specific issues of the watermain loop. The watermain proposed as part of the parking area is being provided only for fire protection purposes and will not be utilized for washdown,thus eliminating the need to install a water meter and containment pit. Any future service connections which might be proposed will be permitted through the Town.The watermain will be constructed to town standards. 7) The drainage study for this parking area has been revised to reflect both the change in cover type of the proposed overflow parking area and to account for the paving of the existing stone/gravel area near the new tram area.These revised drainage calculations,dated March 13,2000, were previously submitted to the conservation commission and engineering departments.We have included one copy of the revised calculations for your records, as the engineering division has indicated that an additional copy for their use is not required. Planning Board Comments Included in the submittal is a revised Landscape Plan,Sheet C-8. We had previously met to review our first attempt at revising the proposed landscape to address this comment.As such,the submitted plan has been further enhanced to reflect additional planting and landscape islands requested by you as part of that meeting. Additionally,we have added shelters and park benches in the existing and proposed tram areas for use by our guests.The design of the shelters is currently in progress,and exterior elevations will be submitted for your records once completed. We trust this 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. ��G(d1n'IiOU\'I John Furman,P.E. Project Manager cc: Tim Black,Six Flags New England \06229\does\IettmWeo PL SPA 3-30-W.do f Town of Alawam 36 Main Street Agawam, Massachusetts 01001-1837 y aQ0 tA Tel. 413-786-0400 Fax 413-786-9927 March 6, 2000 4� Timothy Black, General Manager ' Six Flags New England ~' 1623 Main Street P.O. Box 307 01) Agawam, MA 01001-0307 CO Dear Mr. Black: At its duly called meeting held on March 2, 2000, the Agawam Planning Board voted to approve the Site Plan entitled "Six Flags New England, Westerly Parking Area, 1623 Main Street, Agawam, Massachusetts, prepared by VHB and dated February 17, 2000 with the following conditions: l. Board of Appeals approval is required. 2. Applicant shall resolve the issue the Engineering Department comment concerning the water line. 3. Enhanced landscaping shall be provided. 4. Details of the tram area shall be provided. 5. Engineering Department comments dated March 1, 2000 (attached) shall be addressed. Three sets of revised plans must be submitted for the Board's signatures. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, 1 Fu Dennis B. Hopkins, Acting Chairman AGAWAM PLANNING BOARD cc: Building Inspector Board of Appeals Engineering Dept. VHB Town Clerk File l s TowN OF -AGAWAM � INTEROFFICE , - T' MEMORANDUM a Ma To: Planning Board CC: John P. Stone, VHB/Vanesse Hangen Brustlin, Inc., File From: Engineering Division Date: March 1, 2000 Subject: Site Plan - Six Flags New England - West Side of Main Street Parking Lot - SP 306 Per your request dated February 22, 2000 we have reviewed the site plan entitled," Site Plans Six Flags New England, Westerly Parking Area,by Vanasse Hangen Brustiin,Inc.,for Premier Parks & Stuart Amusement Company, dated February 17,2000, scales V = 100' and 1" = 60'. " We have the following comments: 1.) This site plan proposal is subject to the approval of the Agawam Zoning Board of Appeals. 2.) The On-site Sewage Disposal System labeled existing on the plans should be verified. 3.) The Pond Outlet Control Detail should be changed to incorporate the latest revisions made to the drainage calculations dated February 24, 2000. 4.) The Hydrant Connection Detail should be changed to the Town of Agawam Hydrant Detail. 5.) The Concrete Thrust Block Detail should be changed to the Town of Agawam Thrust Restraints - Field Lok Gasket Detail. 6.) The Main Street Water Main Improvements propose one connection on the west side of Route 159 entering the driveway of 1822 Main Street. On February 24, 2000, the applicant submitted plans for an installation of a water stub and gate valve in Main Street approximately 65' south of the Pedestrian Bridge (for eventually connecting to the proposed water main in this submittal). The Department of Public Works will include this connection as part of the Main Street Water Main Improvement, as long as the applicant will make a commitment to extend the water connection located ,at 1822 Main Street westerly into its property to eventually create a loop for the system to Suffield Street, providing a feed to the park and eliminating a dead end system. The proposed 8" water main for this project will have to be built according to town specifications. If there is no intention on the part of the park to wash down the parking lot or fill street sweepers using the proposed hydrants and the use is for fire service only, a meter pit will not be required. Prior to any service connections proposed to this water main there will need to be an analysis of the water quality based on the time in a dead-end system. r r' 7.} The drainage study and calculations submitted for this project included the overflow parldng lot as well. We have reviewed the drainage calculations for this project and a Storm Drain Permit will be granted. If the cover is changed for the overflow parking lot from a seeded grassed area(proposed)to either gravel or pavement, a new storm drain permit will have to be applied for the overflow area. Drainage calculations will need to be submitted and detention may be required. If you have any questions please do not hesitate to contact our division. /YYotruly, Sincerely, as T. Daley, P.E. Van Kacoyannakis Town Engineer Civil Engineer I . d:lengineer�sp1306133_wpd TOWN OF AG.AwAm INTEROFFICE - ' y MEMORANDUM 0>�p To: Planning Board CC: John P. Stone, VHB/Nanesse Hangen Brustlin, Inc., File From: Engineering Division Date: March 1, 2000 Subject: Site Plan - Six Flags New England - West Side of Main Street Parking Lot - SP 306 Per your request dated February 22, 2000 we have reviewed the site plan entitled," Site Plans Six Flags New England, Westerly Parking Area,by Vanasse Hangen Brustlin,Inc.,for Premier Parks& Stuart Amusement Company, dated February 17, 2000, scales 1" = 100' and 1" = 60'. " We have the following comments: 1.) This site plan proposal is subject to the approval of the Agawam Zoning Board of Appeals. 2.) The On-site Sewage Disposal System labeled existing on the plans should be verified. 3.) The Pond Outlet Control Detail should be changed to incorporate the latest revisions made to the drainage calculations dated February 24, 2000, 4.) The Hydrant Connection Detail should be changed to the Town of Agawam Hydrant Detail. 5.) The Concrete Thrust Block Detail should be changed to the Town of Agawam Thrust Restraints - Field Lok Gasket Detail. 6.) The Main Street Water Main Emprovements propose one connection on the west side of Route 159 entering the driveway of 1822 Main Street. On February 24, 2000, the applicant submitted plans for an installation of a water stub and gate valve in Main Street approximately 65' south of the Pedestrian Bridge (for eventually connecting to the proposed water main in this submittal). The Department of Public Works will include this connection as part of the Main Street Water Main Improvement, as long as the applicant will make a commitment to extend the water connection located at 1822 Main Street westerly into its property to eventually create a loop for the system to Suffield Street, providing a feed to the park and eliminating a dead end system. The proposed 8" water main for this project will have to be built according to town specifications. if there is no intention on the part of the park to wash down the parking lot or fill street sweepers using the proposed hydrants and the use is for fire service only, a meter pit will not be required. Prior to any service connections proposed to this water main there will need to be an analysis of the water quality based on the time in a dead-end system. 7.) The drainage study and calculations submitted for this project included the overflow parking lot as well. We hive reviewed the drainage calculations for this project and a Storm Drain Permit will be granted. If the cover is changed for the overflow parking lot from a seeded grassed area(proposed)to either gravel or pavement,a new storm drain permit will have to be applied for the overflow area. Drainage calculations will need to be submitted and detention may be required. If you have any questions please do not hesitate to contact our division. Yo truly, Sincerely, James T. Daley, P.E. Van Kacoyannakis Town Engineer Civil Engineer I hAengineerlsp1306133.wpd MEMO To: Planning Board From: Sergeant Donald Gallerani S Subject: Site Plan-Six Flags-West Side of Main St:-Parking Lot& Overflow Lot Date: February 17, 2000 On 02/15/00 I went to Six Flags to inspect the site location. I was met by Tom Edgar the Manager-Safety/Security of Six Flags. Mr. Edgar showed me the location of the parking lot and overflow lot. At the time of our meeting, Mr. Edgar was unsure if this lot would be paved or if it would be gravel. He also assured me that Six Flags would comply with the Town's Handicapped Parking Ordinance. Mr. Edgar also informed me that Six Flags had mobile handicapped parking signs that could be utilized if they needed more handicapped parking spaces on a given day. Because this site plan is for an expansion of an already existing parking lot, at this time, I see no pedestrian or traffic safety issues. 4: INV Town of Agawam 36 Main Street -Agawam, .Massachusetts 01001-1837 - Mp�� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, Engineering Dept-, Police Dept., Fire Dept. FROM: Planning Board DATE: February 4, 2000 SUBJECT: Site Plan - Six Flags New England - West Side of Main Street - Parking Lot & Overflow Lot Please review and continent on the attached Site Plan for Six Flans New England prior to the Board's February 17' rneetins. Thank you. The approvel of this parking lot is granted under the premise that all fire hydrants will be working at the time of opening. CRC/DSD:prk Also note that more hydrants may need to be placed on the roads comming in. PER. zoning RMS. W "JA AiNiA, PRE Owner: Premier Parks & Stuart Amusement C�-)mpany 1623 Main Street P.O. Box 307 Agawam, Massachusetts Applicant: Premier Parks & Stuart Amusement Company 1623 Main Street P.O. Box 307 Agawam, Massachusetts FEB 0 3 2000 00 �e Aked � S 6C/L � t � � � ! Town of Agawam 36 Main Street Agawam, :Massachusetts 01001-1.837 y� rED M Tel.. 413-786-0400 Fax: 413-786-9927 MEMO ^' N o n � N n Co TO: Building Ins for& Engineering Department y ` Co 3 n FROM: Planning Board 3 n rn DATE: February 22, 2000 = SUBJECT: Site Plan - Six Flags New England - West Side of Main Street Parking Lot and West Side of Main Street Overflow Parking Lot The Site Plan which Six Flags New England submitted previously showing the new overflow parking lot and the new parking lot has been divided into two site plan filings. Attached for your review and comment are the separate filings for these projects which the Planning Board will be reviewing at their March 2' meeting. Thank you. CRC/DSD:prk i� I V/J down of Alwarm 36 Main Street Agawam, :Massachusetts 01001-1837 sc� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector& Engineering Department FROM: Planning Board DATE: February 22, 2000 SUBJECT: Site Plan - Six Flags New England - West Side of Main Street Parking Lot and West Side of Main Street Overflow Parking Lot The Site Plan which Six Flags New England submitted previously showing the new overflow parking lot and the new parking lot has been divided into two site plan filings. Attached for your review and comment are the separate filings for these projects which the Planning Board will be reviewing at their March 2'meeting. Thank you. CRC/DSD:prk 0 0 , Town of Agawam 36 Main Street Agawam, .Massachusetts 01001-1837 arED MA�� Tel, 413-786-0400 Fax: 413-786-9927 MEMO T0: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: February 4, 2000 SUBJECT: Site Plan - Six Flags New England - West Side of Main Street - Parking Lot & Overflow Lot Please review and comment on the attached Site Plan for Six Flags New England prior to the Board's February 17°i meeting. Thank you. 7C) p CRC/DSD: rk { V fr / 1 LJ Transportation Land Development • Environmental • Services i imagination Innovation energy Creating results for our clients and benefits for our communities YanAssP Hang n, Rr_ustUn, Inr- February 3,2000 Ref: 06229.00 Ms. Deborah Dachos Department of Planning and Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re: Site Plan Review Application Six Flags New England 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 develop an existing gravel and stone parking area located on the West Side of Main Street on lands owned by Premier Parks Inc. The subject parking area will be located in an area previously approved by the Town of Agawam for use as an overflow parking in March of 1999. Development of the parking area will involve the construction of an additional tram services area, regrading of the existing gravel/stone parking area, construction of a stormwater collection system, installation of supporting utilities and area lighting, and installation of a bituminous concrete surface. Approval of the project will also involve filings with the Town of Agawam Zoning Board of Appeals and the Conservation Commission. These filings will occur in the very near future, with the planning department being notified of our progress with these other town boards. The Applicant is filling the enclosed Site Plan Approval Application with you in accordance with the applicable requirements of the Agawam Zoning By-law. Additionally,the applicant is seeking permission to regrade an area located to the south on the above referenced project for the purpose of establishing a replacement overflow parking area. This parking area will be access through a compacted gravel roadway fro,ra-the above referenced parking area, and will be utilized only as necessary to remove traffic from,Maki Y treet. The overflow lot will be constructed by removal of existing nursery stoc anting left,there by;the--former owner, regrading and compaction the project area to provide a smooth stabl ltzase, and:re'seeding of areas'dikurbed by the previously mentioned grading. Temporary lighting 3 'IQdQ 505 East Columbus Avenue Springfield, Massachusetts 01105-2556 413.747,7113 . FAX 413.747.0916 H:N06229\docs\letters\Site P.lan'Applidation42-03700.doc email: info(Pvhb.com ,� ;� www.vhb.com 0 • • • ti facilities will be employed during evening hours of operation, as was the case with the existing overflow lot operations. 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 February 17, 2000 Planning Board meeting. if you require any additional information or materials with respect to the enclosed application, please fell free to call. Very truly yours, VANASSE HANGEN BRUSTLIN, INC. John J. Furman, P.E. Project Engineer Attachments: (10)Site Plan Review Applications (10)Project Narrative (10)Sets of Site Plans dated February 3,2000 by VHB, Inc. cc w/Attachments: Tim Black, Riverside Parks VHB Project File H:1062291doeslletters\Site Plan Application02-03-OO.doc , �` 0 • 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 1623 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.O, Box 307, Agawam, MA 01001 Telephone (413)786-9300 (Tim Black, ext. 3202) 3. Name of Engineer/Architect Vanasse Han en Brustlin Inc. Address 505 East Columbus_Avenue, 5p6ngfield,_MA 01105-2556 Telephone (413)747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative rr;, TO �� •: :a E Revised 11/06/98 i Main Entrance Narrative Agawam, Massachusetts February 3, 2000 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 improvement of an existing gravel and stone overflow parking area and the establishment of a replacement overflow parking area. Both parking areas will be located on the West Side of Main Street, on property currently owned by the applicant. 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 on the West Side of Main Street, (State Route 159) in the vicinity of the existing parking and tram facilities operated by the applicant. The first project area is currently utilized as an overflow parking area, and consists of temporary lighting facilities and a compacted stone and gravel parking surface. The second project area was previously utilized for growing nursery stock plantings, and is currently vegetated. This second project area will house the replacement overflow parking area once the existing stone parking is improved. Patrons parking in any of the parking areas located on the West Side of Main Street are provided tram services to the newly constructed pedestrian bridge on Main Street. Project Description: The project involves the improvement of the existing stone and gravel parking area. Development of this parking area will involve the construction of a stormwater management and collection system, installation of permanent parking area lighting, construction of an additional tram services area and separate tram access roadway, installation of supporting utilities and placement of a bituminous concrete parking surface. The newly improved parking area will provide parking for approximately 980 parking spaces. Access to this parking area will be through travel lanes from the existing permanent parking area located to the north of the subject project area. In addition to the above, the applicant is requesting permission to development an area of land located to the south of the redeveloped parking area for the purpose of establishing a replacement overflow parking area. This replacement area will only be utilized in the event the two permanent parking areas reach capacity. Providing this additional overflow parking area will remove traffic from Main Street, thus providing continued traffic flow. Establishment of this replacement overflow parking area will require the removal of existing remaining nursery planting stock and overgrowth within the project area, regrading of the project area to provide a level parking surface, and re-establishment of the vegetative ground cover to eliminate erosion. Access to this new overflow area will require the improvement of an existing gravel access roadway leading from the newly Narrative -Site Plan December 2, 1999 improved parking area. Improvement of this roadway will require alteration of an area under jurisdiction of the Agawam Conservation Commission. Summary: The redevelopment of the existing stone and gravel overflow parking area into a permanent parking facility and establishment of a replacement overflow parking area are measures enhancing the safety of the public and patron visiting Six Flags New England Amusement Park. The parking areas have been designed to meet the requirements of the Town's Zoning ordinances and in a manner consistent with the investment and changes made by Premier Parks and Six Flags New England over the past years. \\MASPR\projects\0b229\docs\VARIOUS\Site Plan Review\Riverside Park Narrative- siteplanreview 02-03-OO.doc2 Transportation Land Development • Environmental • 5 e r v i c e s • imagination mnovateon energy Creating results for our clients and benefits for our communities _Yanasse Hangen Rr .ctlin Ins_ February 17, 2000 Ref: 06229.00 Ms. Deborah Dachos Department of Planning and Community Development Town of Agawam 36 Main Street Agawam,MA 01001 Re: Site Plan Review Application Westerly Parking Area Six Flags New England 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 for the applicant's business known as Six Flags New England. 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 redevelop an existing gravel and stone parking area located on the west side of Main Street on land owned by Premier Parks Inc. The subject parking area will be located in an area previously approved by the Town of Agawam for use as an overflow parking area in March of 1999, Case Number 8019. Redevelopment of the parking area will involve the construction of an additional tram services area, regrading of the existing gravel/stone parking area, construction of a stormwater collection and management system, installation of supporting utilities, area lighting and a bituminous concrete surface. Approval of the project will also involve filings with the Town of Agawam Zoning Board of Appeals and the Conservation Commission. These filings occurred on 02/11/00 and 02/14/00 respectively. The hearing date for the Zoning Board of Appeals has yet to be set, and the Conservation Commission has added this project to its agenda for the 02/24/00 hearing. This project was previously submitted to the Planning Department on 02/03/00, combined with a request to develop a replacement overflow parking area. As such, the Stormwater Management Report filed with that Previous application included development within both areas. As we had discussed on 02/15/00, the Stormwater Management Report previously filed with the Town has not been-resubmitted, as proposed drainage conditions have not been revised due to this resub ,t,We-are-ebrf6hdy`,worf.king,with the Town's Engineering Division for the review of the drainage calculate >iC(uded �S11-art -thatfepori;,and will continue to do so under this re-application. _ f 505 East Columbus Avenue 0 gfield, Massachusetts 01105-2556 .413 7.7113 . FAX 413.747.0916 4 '-i•, email: info@vhb.com HAO6229Wo AVARIOWNSiu Plan RevfewlSPA 62.17-IX1 weal parking i. ; i www.vhb.com a The applicant is planning this project so that construction is completed prior to the start of the Year 2000 season, and is requesting this project be added to the agenda for the March 2, 2000 Planning Board meeting. If you require any additional information or materials with respect to the enclosed application, please fell free to call. Very truly yours, VANASSE HANGEN BRUSTLIN, INC. ohn J. Fur an, P.E. Project Engineer Attachments: (10)Site Plan Review Applications (10) Project Narrative (10) Sets of Site Plans dated February 17,2000 cc: Tim Black, Six Flags New England a HNM229WLwAVARIOUS�Site Plan Review%SPA 02-17-(X)west puking.doc �. - A ' 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 Six Flags New England Address 1623 Main Street, Agawam, MA 01001 2. Name of Applicant/Owner Premier Parks and Stuart Amusement Co. Address 1623 Main Street Agawam, MA 01101 Telephone f4131786-9300,ext.3202 3. Name of Engineer/Architect Vanasse Hangen Brustlin._Inc. Address 505 East Columbus Avenue, Springfield, MA,01105 Telephone {4131747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative Revised 11/06/98 PL, L, ,. • i ' West Parking Area Redevelopment Agawam,Massachusetts February 17, 2000 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 redevelopment of an existing gravel and stone parking area previously approved by The Town of Agawam Planning Board in March 1999, Case Number 8019. The parking area is located on the west side of Main Street, on property currently owned by the applicant. This narrative provides a project description and overview to assist the Planning Board in its review of the Site Plans. This redevelopment work is located on the west side of Main Street, (State Route 159) in the vicinity of the existing parking and tram facilities operated by the applicant. The project area is currently utilized as an overflow parking area, and consists of temporary lighting facilities and a compacted stone and gravel parking surface. This area is adjacent to permanent parking facilities currently being utilized by the applicant. Patrons parking in any of the parking areas located on the west side of Main Street are provided tram services to the newly constructed pedestrian bridge on Main Street. Project Description: The project involves the improvement of the existing stone and gravel parking area. Redevelopment of this parking area will involve the construction of a stormwater management and collection system, installation of permanent parking area lighting, construction of an additional tram services area and separate tram access roadway, installation of supporting utilities and placement of a bituminous concrete parking surface. The newly improved parking area will provide parking for approximately 980 parking spaces. Access to this parking area will be through travel lanes from the existing permanent parking area located to the north of the subject project area. This redevelopment will involve approvals through the Agawam Zoning Board of Appeals and Conservation Commission. Applications to these departments occurred on 02/11/00 and 02/14/00 respectively. The hearing date for the Zoning Board of Appeals has not been set, and this project is currently on the agenda for the 02/24/00 Conservation Commission meeting. Summary: The redevelopment of the existing stone and gravel overflow parking area into a permanent parking facility are measures enhancing the safety of the public visiting Six Flags New England. The parking 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 Premier Parks and Six Flags New England over the past years. goiq Town of Ag' awam '1% , 36 Main Street Agawam, Massachusetts 01001-1837 D Mpy`1 Tel. 413-786-0400 Fax 413-786-9927 Engineering Division July 1, 1999 Vanasse Hangen Brustlin, Inc. 511 East Columbus Avenue Springfield, MA 01105 'Attn: Kimberly M. Masiuk, P.E. Re: Storm Drain Calculations for Gravel Overflow Parking Area- Westside of Route 159 Ms. Kimberly M. Masiuk, We have completed our review of the storm drainage calculations for the Riverside Park Gravel Overflow Parking area that is located west of Route 159. We will grant the Storm Drain Permit for this site. There are large volumes of water created by the 2 year, 10 year, and 100 year storms regardless of pre or post conditions. As a condition to the Storm Drain Permit we will require that if any erosion is created from the parking lot's run-off, the applicant does agree to install drainage facilities to prevent any f rther erosion. In the future, if this area is to be paved, a new Storm Drain Permit will be required as well as Storm Drain Calculations and storm detention facilities dictated by these calculations. _ - --�=- If you have any questions please do not hesitate to contact our division. + Sincerely, Sincerely, es T. Daley, P.E. an dineer y akis town Engineer Civil I CC: John P. Stone, DPW Superintendent Nick Urbinati,Building Inspector Conservation Commission Planning Board James L. Fuda, P.E.,VHB Tim BIack, Riverside Park Mengineer1sp1306119.wpd Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y Tel, 413-786-0400 Fax 413-786-9927 Engineering Division June 2, 1999 Vanasse Hangen Brustlin, Inc. 511 East Columbus Avenue Springfield, MA 01105 Attn: Jim Fuda Re: Outstanding issues regarding Riverside Amusement Park Mr. Fuda, This letter is to inform you that we are still waiting for numerous items involving the expansion of Riverside Park. Jeff Pechulis ,who was the project manager for all of the Riverside Park projects should have information on these items. On May 28, 1999 I spoke with Kim Musiak regarding some of these issues. The following is a list of the items that our division is waiting to receive. 1.) We requested a plan showing the entire drainage system for Riverside Park, which should include all structures and the outfalls to the surrounding tributaries (both east and west of Main Street - Route 159). We requested this plan in January of 1999 and still have not received it. 2.) On March 18, 1999 we sent a memorandum to the Planning Board regarding the Western Overflow Parking Area. We stated in our memo that a Storm Drain Permit will not be required if there will be no increase in rainfall run-off. This area which used to be a field is now completely gravel with a higher"CN",producing more run-off. The submitted plan did not call for it to be graveled and it is labeled as a"overflow field." We are not sure if you are aware of this, but it is a concern to our division. 3.) We have still not approved the storm drain calculations submitted for the proposed Tram Pick-Up and Drop-Off Area. In order for you to receive a Storm Drain Permit we must approve the calculations. Our division feels that the re-submitted storm drain calculations for this area still do not have a time of concentration that is conservative for the existing' conditions. We estimate greater times of concentration for the existing area which would create less run-off for existing conditions. Subcatchment No.1, for existing conditions, should be routed through Reach No.I in the same manner that Subcatchments No.1, 2, 3 are routed through Reach No.1 for the proposed site. This would create a better comparison of the existing and proposed conditions. 4.) On May 28, 1999 we received calculations for the"Blizzard River-Raft Ride." We are in the process of reviewing the submitted calculations for this area. At this time we would like to point out that the construction for this ride is nearly complete and that we just received the calculations. 5.) On May 20, 1999 the Riverview Avenue Sanitary Sewer Pump Station was flooded from the rain on the previous night. According to our plans, run-off from the graveled (trap rock) parking lot would be the only source contributing to the flooding of the pump station. This area has been gravel (trap rock)for a while and there has not been a flooding problem until recently. It seems that run-off from the area northwest of the pump station, is now heading toward the pump station. None of the plans that we have of this area's contours reflect this. We would like you to look into this matter to see if any changes have been made to this area without our knowledge. Going through our files, we have never granted a Storm Drain Permit for the changes made to the gravel parking lot that was submitted by Baystate Environmental Consultants. We did request existing and proposed contours of the gravel parking lot but we never received them. If you have any questions please do not hesitate to contact our division. Aames rely, Sincerely, T. Daley, P.E. Van Y. c akis Town Engineer Civil ngineer I CC: John P. Stone, DPW Superintendent Nick Urbinati, Building Inspector Conservation Commission Planning Board Tim Black, General Manager Riverside Park h:lengineer\sd1146.wpd gol - DEPAR'�E AGAW' POLICE E NT aF a 681 Springfield Street, Feeding Hills, MA 01030 � Syr � �•�; Telephone- (413) 786-4767 or 786-0400-Ext. 260 FAX(413) 786-4821 Robert D. Campbell Chief of Police E6 M� March 18, 1999 City of agwam Planning Board re:RSP "Western Overflow Parking"& "Tram Area Parking Plan" Sir, After reviewing the attached plans I can see no issues which would amount to a safety hazard arising out of this project. The proposed parking spaces will go a great way toward eliminating associated traffic problems in the area. Respectfully submitted, 4tary bEN�ardi 1 77 - MAR 1 9 1999 PLAN 0�i-1,w oUAHD r t f AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah Dachos DATE: March 17, 1999 DATE RECEIVED: March 12, 1999 DISTRIBUTION DATE: March 15, 1999 PLANNING BOARD MEETING DATE: March 18, 1999 APPLICANT INFORMATION 1. Name of Business: Riverside Park Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Premier Park Address: 1623 Main Street, Agawam, MA 01001 Telephone: (413) 786-9300, ext. 3202 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield, MA 01105 Telephone: (413) 747-7113 PLAN REVIEW Scale: 1"=100' Date: February 17, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed dirt overflow parking lot to be used on an as needed basis. Lot will accommodate approximately 946 vehicles. Site Plan Review Page 2 Description of Site: Site consists of approximately 15 acres and was part of the Boglisch tree farm. There is a tobacco barn on the property which is to be removed. The site has a very gradual slope. There are wetlands to the south and east of the site. A Determination of Applicability has been filed with the Conservation Commission. Provision for Traffic Flow: Vehicles will enter the site via the upper parking lot approved by the Planning Board February 18, 1999. Parking: The plan shows 947 parking spaces. The application form states that 1,250 will be parked on the site. The Engineering memo indicates that even the 947 figure may be optimistic. Drainage: No drainage is being provided. The Engineering Department is not requiring a Drainage Permit at this time. Public Utilities: The application form indicates that there will be temporary lighting units and sanitation facilities. These are not shown on the plan. If electricity is being brought to the site it should be shown. Landscaping/Screening and Buffers: None shown. Sign Location: Not shown. Exterior Lighting: See earlier comment "Public Utilities". Rendering or Elevations: N.A. Dumpster Location: Not shown. If a dumpster is to be provided on site, its location must be shown on the plan and it must be screened. Other Comments or Concerns: ` ~ • • 'OWN 4F AGAWAM CM -r� 36 MAIN STREET AGAWANI, NIASSACHUSETTS=0100 - yrD Te1. 413-786-0400 �- arch 24, 1999 4? U> Tim Black General Manager Riverside Park 1623 Main Street Agawam, MA 01001 Dear Mar. Black: At its duly called meeting held on March 18, 1999, the Agawam Planning Board voted to approve the Site Plan entitled"Riverside Park, Agawam, Massachusetts, Local Permits - Special Use Permit, Zoning Board of Appeals, Conceptual Overflow Parking Plan" prepared by Vanasw Hangen Brustlin, Inc. and dated February 17, .1999 with the following conditions: 1. The comments contained in the memo from the Engineering Department dated March 18, 1999 (attached) must be addressed. , 2. The applicant shall meet with the Fire Department to discuss their requirement for a fire hydrant. 3. It is the Planning Board's understanding that this is a temporary parking lot which shall be replaced by a permanent paved parking lot at a later date. The Board, therefore, only approves this lot for a period of three years. 4. The Board of Appeals.must approve the Special Use Permit for this lot. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board M. Clerk Budding/Board of Appeals Engineering VHB MML m to m r � r' mox M r- m m r- 0 $^ --1 0 > > z `; _• Z Z r" C7 n Z .: > Mp co Z C SITE ID# �SP-22 AGAWAM E SPR-027(A) Revisions: Drown By. App'd. By. Date: CLOUGH HARBDUR ti 628 MEADOW STREET, AGAWAM, MA ISSUED FOR PERMIT QWH TM 12/10/9 Z -Al & ASSOCIATES LLP DRAWING COPYRIGHT ENGINEERS, SURVEYORS, PLANNERS TITLE � DECEMBER 7, 1�9 cO 1999 F- LANDSCAPE ARCHITECTS AT&T 'WIRELESS SERVICES III WINNERS CIRCLE - ALBANY, NEW YORK — 12205 518-453-4500 400 Blue Hill Drive, Suite 100 CHA Project- No. 8887 Westwood, MA, 02090 rn v o o N 5, nux m N a � N514N � a Pew 5'1 E 13-1-2 TOWER HEIGHTS: m = 0 SITE BEACON 1 91.5 AGL 13- - CENTER PANEL 1 - 124.2 AGL 14 0 0 0 MAP REF 1 CENTER PANEL 3 - 147.8 AGL cn BEACON 2 - 178.3 AGL TOP TOWER - 177.8 AGL `s MAP REF N13-9-3 t3-1-t S'>!ATE RpUTE 5 F- mmmo w O w 0 Li w TOWN OF AGAWAM IRON PIPE o ASSESSORS MAP N13 dt 13 CONC. MON cy- POLE ,- a -/ N W 0 -�� o" Q a� LANDS N ''�— � � � .50 ANN T. HALL TRUSTEE Pate ''_— EXjsN$j0N IRON PIPE W ¢ Z WN HALL DEVELOPMENT TRUST ,. S.�EET coNc, MON r _ _ _ _ Q J y p B. 4033, A 154 -- B. 3506, P. 20 MEAD OW } Q a j Q Q 1 Q LLJ� — W _ EXISTING 12' ACCESS GATE a z •= 0 pie F�, o C) W = 0 EXISTING GATE x �C'��yQ } , N -� O a tiS�q�Ay } EXISTING ( U) wry BUILDING Do 3 m 04 LANDS N/F OO NEU CORP. B. 977 P. 20 �2, ` ` 4 ASPHALT � } W i C, Q GRAVEL , 2C LOCATION -� ` 'z Z } LAT., 42-04-53.8 N l EXISTING 13AM I x A } BENCHMARK l LONG: 72-35-11.1 W x } EL p [f} Ln D o wt�w u ELEV • 58.5 4 EQUIPMENT SHELTER I ` C - o.eV- ear } CV �f7 �1 nib Q 03 II C-) � � J Z W N �- �' g� �� w l ❑ J < Lr) 270 0 co , ell � N` ltn SITE � � W � W � � . ~ - F- 0'd z } 50 aaW < . 4I II _ > M Z 00 l EXISTING NEXTEL a r r ' i � 1 00 EQUIPMENT SHELTER } } �++ Z 0 R s LAN4S N11F 0 -J Q --R .21 EAR sifeACK 2g' _Y SEEAr�AHOLMES REFERENCE U+ a tom\ w' a rUn U J 6' CH p INLINK F CFI-� J Z �f>rt W - o • U U LANDS N/r MAP -_REFERENCE,_ ROBERT L. ARCOUETTE a c MAP ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS SURVEYED FOR _ -— do JEAN A. ARCOUEnE' �0 Z ANN T. HALL, TRUSTEE OF THE HALL DEVELOPMENT TRUST" AS PREPARED BY - B. 2462, P. 468 Z HERITAGE SURVEYS ON APRIL 10, 1987 AND FILED IN THE HAMPDEN COUNTY r 4 OF DEEDS ON APRIL 23, 1987 IN PLAN BOOK 247, PAGE 84. } o MALT y } I SURVEY NOTES: P°`� errs 1. BASE MAPPING PREPARED BY CLOUGH, HARBOUR & ASSOCIATES LLP �� , FROM A NOVEMBER 1999 FIELD SURVEY. o d z 2. LATITUDE/LONGITUDE/ELEVATIONS WERE OBTAINED UTILIZING ° CODE BASED GPS REFERENCED TO MTS GPS BASE STATION. V LATITUDE/LONGITUDE ARE REFERENCED TO NAD83 MASSACHUSETTS M�oww � MAINLAND ZONE, COORDINATES SHOWN, IF ANY, ARE EXPRESSED IN U.S. FEET. s ELEVATIONS ARE REFERENCED TO NGVD 1929. TOP OF STRUCTURE HEIGHT AS SHOWN, IF ANY, DETERMINED BY VERTICAL ANGLE OR BY ACTUAL LOCATION. 3. FOR THIS PROJECT, CLOUGH, HARBOUR do ASSOCIATES LLP USED A TRIMBLE v � �o rn o 0) o rn PATHFINDER 8 CHANNEL PRO XL GPS SYSTEM. TRIMBLE TECHNICAL SPECIFICATIONS STATE A HORIZONTAL DIFFERENTIALLY CORRECTED ACCURACY OF [ 1 METER + tOppm T FOR THIS SYSTEM. GPS DIFFERENTIALLY CORRECTED VERTICAL ACCURACY IS GENERALLY CONSIDERED TO BE 1 1/2 -- 2 TIMES THE HORIZONTAL ACCURACY SPECIFICATION, ALL ACCURACIES ARE SITE DEPENDANT. THE ROOF ELEVATION SHOWN, IF ANY, WAS COMPUTED m FROM GPS OBSERVATIONS, ALL OTHER ELEVATIONS WERE MEASURED ON SITE AND ARE m SITE RELATIVE, _ - 4. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATION. VICINITY_ P LAI\! o r MAGNETIC ORIENTATION IS BASED ON SPRINGFIELD SOUTH MASSACHUSETTS USGS QUAD SHEET. SCALE; = 20 a n 5. UNDERGROUND UTIUTIES SHOWN, IF ANY, FROM FIELD LOCATION ONLY. Drawing No. 6. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. GRAPHIC SCALE PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE FROM TAX MAP AND DEED PLOT. 7. SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO--DATE ABSTRACT OF TITLE WOULD �4 ° �° �0 40 a0 DISCLOSE. A l S. SUBJECT TO ALL RIGHTS, EASEMENTS. COVENANTS OR RESTRICTIONS OF RECORD. 9. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & { IN S 1 inah 20 il:. ASSOCIATES, LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. •. ps55 U1ld5ltd40 47:5714 GENERAL W E& v o 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS, 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE MECH. 1. IT IS THE CONTRACTORS RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND COORDINATED WITH THE OWNER OR OWNERS REPRESENTATIVE AND THE UTILITY OWNER. SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER A AZIMUTH MAKE MODEL -U&& DOWNTILT RAD• CENTER (AGL) EM CABLE SIZE APPROX, CABLE LENW COLOR OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. (ACTUAL L1°'GY" MAY VARY) m INTERRUPTED. INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, RX1A 030 ALLGON 90162 NO 0` 175 FT BOTTOM 1 5/8" 205 FT GREEN CERTIFICATES, ETC, 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 0' FT 205 FT GREEN/GREEN BOTTOM 1 5/8" a ~ TxA 030 ALLGON 90162 � 2, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE 14, ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY Rx2A 030 ALLGON 90162 NO 0` 175 175 FT BOTTOM 1 5/8" 205 FT GREEN/GREEN/GREEN ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE OFF SITE MONUMENTATION. ANY MONUMENTATION DISTURBED OR THE OWNER OR OWNERS REPRESENTATIVE ON THE DRAWINGS. � " m ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES, DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE RX1B 150 ALLGON S0162 NO 0 175 FT BOTTOM 1 5/8 205 FT BLUE _ REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE TxB 150 ALLGON 90162 -- 0' 175 FT BOTTOM 1 5 8" 205 FT BLUE LUE ; DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED SURFACE, SUPERVISION OF A LICENSED LAND SURVEYOR. 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE / /B Q AWAY FROM THE BUILDING AND THE TOWER. Rx2B 150 ALLGON M162 NO 0` 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE/BLUE 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE Rx1C 270 ALLGON 90162 NO 04 175 FT BOTTOM 1 5/8" 205 FT WHITE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION, THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM TxC 270 ALLGON 90162 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHITE THE LOCATIONS INDICATED, IN PARTICULAR, THE CONTRACTOR 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF Rx2C 270 ALLGON 90162 NO 0` 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHITE/WHITE IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SURFACE DRAINAGE DURING THE COURSE OF WORK. SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES 16 dBi (14dBd) GAIN 90` HORIZONTAL -2' ELECTRICAL DOWNTILT TMA MODEL N/A IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK, 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL 1-888-DIG-SAFE 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE. -- - 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. SEE W o O , v� 6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY MEAD W DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S I ^ REPRESENTATIVE. z W Q DARY LINE X SSA I cr_ > 0 '4A d \ 9ccF' I EXISTING 12' ACCESS GATE W .5 Q AR04-, \\ ss�oy I w ( o o Q ZQC41,, EXISTING GATE I AI Q Q Q � , F W EXISTING 31. w 0 BUILDING Q � 1�1 I C N W W -0 I Q W = 0 \ o Cn 0 t LANDS NIP N Q � 3 " NEU CORP. I:I m B. 9772, P, 20 IZ a . . :3 x N co TRUE � � o ELEC BOX TEL PED ASPHALT ! t µN ry o Ld_ a Coto F AD - - - 14. ` _n 1 1 I f� Ul o °o LANDS N/ ' I EXISTING BAM EQUIPMENT 1 z , Cc a p I- N Ln ANN T. HALL TRUSTEE ti SHELTER I vn I J W U N HALL DEVELOPMENT TRUST r _ ] J z P. i B. 4033, P. 154 -- B. 3508, P. 20 Z Y ffu Mi ¢ 4 m LL O W 2C LOCATION f5 LAT. 42-04-53.8 N uj LONG: 72-35-11.1 W a 030 m 0 W w ELEV . 68.5 ¢ n- U Q ? z >� Rx2C Rx1A EXISTING SPRINT EQUIPMENT PAD Q ; U amino o TOWER HEIGHTS: I � Z °o A C BEACON 1 — 91.5 AGL I CENTER PANEL 1 .. 124.2 AGL 270 TxC NC PAD, CABLE TRAY 0 m z° CENTER PANEL 2 134.1 AGL = D Q Q t. mC CENTER PANEL 3 = 147.8 AGL Rx1B u -1 BEACON 2 - 178.3 AGL W mTOP TOWER - 177.8 AGL 'AC Tx a. z CABLE W CONC PAD ¢ 15 W EQUIPME 25`�4R 29 NT ELEC METER o a 0DVN UNE Of"AN7ENNAS 70 BE TRAY _ -- -- PLAAED A T 175' Aa AN MS77NG - -I J W J A—3 177.8 MO�VaP" N.1,, l I POWER VI 4 17'# LMG CA&E" TRAY MO!lN7M AN " I WI PADc Taco U PALE SUPP+GVPTS I � r � A—4 I IW APR A 1E./57A8. e r As rwAwwr sHa 7 R N W I y 1L'1� EYEK � s"ABOVE f7'N/S�f GRADE1 3 � � Z zo z Q EXISTING NEXTEL I —_ EQUIPMENT SHELTER x I I 51 LANDS N/r \ ro A. HOLMES SEE MAP REFERENCE eT7S d�J Iri Z x O m � � Q l 1 SOUNDARY uNE r .- om r r r I � \ �; m SITE PLAN lu � 3 p O 5 'SCALE: 1 - 10' Drawing No. A GRPHIC SCALE ' ,o o 5 ,o � � A 2 { IN FEET ) 1 inch - 10 ft. 'a 'FS3s 01/03IZ040 071$608 o- 1. GENERAL 6, CONCRETE (CONT.) a A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SAFETY, SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. co B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES 6 --�i BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY I, CURING COMPOUNDS SHALL CONFORM TO ASTM C--309, Q ~ AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. J, ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS m _ C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITTING OR REFERENCED IN ACI-301. NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER K. DO NOT WELD OR TACKWELD REINFORCING STEEL, PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL. L. ALL. DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE _ I N —� CENTERIJNE OF ANTENNAS Is175' AGL COORDINATE HIS WORK WITH THE WORK OF OTHERS. PLACEMENT, E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC, TO MATCH M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR, CONSTRUCTION AS ACCEPTABLE TO ENGINEER, PLACE REINFORCEMENT ROPOSED AT&T ANTENNAS CONTINUOUSLY THROUGH JOINT. F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE N, REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. 0. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD 2. DESIGN LOADS JOINTS AND OTHER PLANES OF WEAKNESS, VIBRATE THE CONCRETE TO FULLY W A. WIND LOADS: PER THE STATE BUILDING CODE EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH a B. PRESUMPTIVE BEARING CAPACITY: 2000 PSF CHUTES OR FORMWORK, o (VERIFY SOIL BEARING CAPACITY WITH GEOTECHNICAL ENGINEERS REPORT) C. PREFABRICATED BUILDING: 40,000 LBS P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND, q o D. ROOF UNIFORM SNOW LOAD: 40 PSF a IN I mo (DRIFTED SNOW AS PER THE STATE BUILDING CODE,) Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND v SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT, EXISTING ANTENNAS 0147.5 AGL 3. EXCAVATIONS/FOUNDATION R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE APPLICABLE ACI CODES AND RECOMMENDATIONS, IN EITHER CASE, MATERIALS MATERIALS. CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. N W B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. 0 v 0 = 0 C. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. EXISTING ANTENNAS 0134' AGL _j ' c' a Q D. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, 11 ♦, c) WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE Ld W '- 0 REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO w < o E. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE, CLOUGH, HARBOUR 8c ASSOCIATES, LLP BY AT&T WIRELESS AND EXISTING ANTENNAS 0124' AGL z F. FOOTING EXCAVATIONS SHALL BE CUT NEAT. THE TOWER OWNER. AT&T WIRELESS AND THE TOWER OWNER Q Z (A .(D Q ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS, INTEGRITY w w G. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND FOOTINGS AND REQUIRED IMPROVEMENTS OF AND TO THE EXISTING TOWER Q uj I W M SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 95% ' c~n Z. — - STANDARD PROCTOR DENSITY PER ASTM D-698. EXISTING STRUCTURES, AND EXISTING SUPPORTS, Q 3 Q W = 0 H. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY EXISTING 177' MONOPOLE N a N GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. CV w m of Z3 N 4. ANTENNA SUPPORT BRACKET NOTES NLj A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY p OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, Q d' DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, _j DESIGN LOADS, AND ALL OTHER PERTINENT DATA. a LLJ B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS r (/) AND COAXIAL CABLES AS SHOWN, N 5. STRUCTURAL STEEL NOTES a z U] Ll o 0 Qa [1l- NL Z _ A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION =d .J Z W N I FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". J zh i N B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE Q Q U Y FROM STEEL MEETING THE REQUIREMENTS OF ASTM-A36 WITH A MINIMUM YIELD STRESS X I ' 00 OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM, C. ALL INTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, FINISHED WITH ONE COAT [I W w FABRICATORS NON-LEAD RED OXIDE PRIMER. PRIMING SHALL BE PERFORMED AFTER a Q >_ Q z SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, co co AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR = W U] z 00 TO COMPLETION OF THE WORK, E ❑ z co z D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT-DIP GALVANIZED O Q _j ACCORDING TO ASTM A123. TOUCH-�UP FIELD WELDS AND ABRADED AREAS W/2 COATS "� L) J Q � OF GALVANIZED PAINT. ANTENNA CLAMPS (TYP.) LE E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND to W �- DETAILED ON STRUCTURAL DRAWINGS. z J� Paz F. CONNECTIONS: ,J W J 1. WELD (SHIELDED METAL ARC) - ELECTRODES SHALL BE E70XX MINIMUM AND BE IN „o v ACCORDANCE WITH AWS D1.1 UNLESS NOTED OTHERWISE. u ANTENNA U 2. MINIMUM CAPACITY OF CONNECTIONS: FOR CONNECTIONS NOT DETAILED, V) PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 2 OF THE AISC MANUAL (9TH EDITION) IN THE SECTION "ALLOWABLE LOADS ON BEAMS", FOR THE GIVEN MEMBER AND STEEL SPECIFICATIONS. CONCENTRATED LOADS NEAR 3: � °' z SUPPORTS MUST BE ADDED. 270' TRUE ZO 3. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL 0 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) PROPOSED CABLE TRAY AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE, 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA, GALVANIZED ASTM PROPOSED 12' X 18' AT&T EQUIPMENT SHELTER A307 BOLTS UNLESS NOTED OTHERWISE. EXISTING NESHELTER ��U ETTS 6. CONCRETE A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO EXISTING CHAIN LINK o � ' Q THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 'os, FENCE o "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; 1��6 MNowW B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. C. CONCRETE SHALL BE NORMAL WEIGHT, 67, AIR ENTRAINED (t1.5X) WITH A MAXIMUM rn v rn 4" SLUMP, AND HAVE A MINIMUM 28--DAY COMPRESSIVE STRENGTH OF 4000 PSIm m � N b N p UNLESS OTHERWISE NOTED. N N N © � a � o D. MAXIMUM AGGREGATE SIZE SHALL BE i". E, THE FOLLOWING MATERIALS SHALL BE USED: A :=, iU=i I 1=1 I I I I I 1=1_ _ _ _ _ _= = PORTLAND CEMENT: ASTM C 150, TYPE I _ NO SCALE IT, ,L-1l,1 1,�,11�,�,1,��, ,��1I �,��l, ,Ifl, ,��, ,��l, ,ll, , ,�� M ��,E,��,��, , , , ,��,;, ��, , ,��1,�,�,�,� �,�, ,,, 1 ,�,��,�,j m m REINFORCEMENT; ASTM A 185 NORMAL WEIGHT' AGGREGATE: ASTM C 33 NOTE: 1. ANTENNA MOUNTING FRAME SHALL BE DESIGNED BY VALMONT. N a F WATER: DRINKABLE 1 Q ADMIXTURES: NON-CHLORIDE CONTAINING 2. PAINT ANTENNAS AND FRAME TO MATCH THE NO SCALE Drawing No. N EXISTING POLE, - F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM NOTES 1 CONTRACTOR SHALL COORDINATE EXACT ANTENNA ATTACHMENT. N 3. PAINT USED FOR THE ANTENNAS SHALL BE YIELD STRENGTH Fy 60 KSI. REINFORCING DETAILS SHALL BE IN "RF TRANSPARENT" TYPE AS APPROVED BY AT&T. 2. ANTENNAS TO BE INSTALLED WITH DOWNTILT BRACKETS. ACCORDANCE WITH THE LATEST EDITION OF ACI 315. G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: A�3 W 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3" Z 2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2" ui 3. SLABS.................. 3/4 4. ALL OTHER CONCRETE.....................................1 1/2" 0 HATE5S5 n��osiia.n ar:ss:�ti v o 1►_0" o � CN (TYP) m ro � 'a U O ;..., — 3/4" DIA, A325N i i i i i i I ANCHOR BOLTS m Q L____J L____J L----J I MID) 36 2 I 1 I I 14'x20' CONC SLAB SHELTER I BASE FRAME is '/4 I I BM FLANGE \�PL 12"x12" I I 3" 6" I I I I I T/STL - T/CONC SHELTER BEARING I I SLAB � { ,OR BOLT PLATE (TYP) I I_. 12'x18' SHELTER "� � SEE O ---- ----� a c`nn qj L- - — - - - - - - _ _ _ __ _ _ - - - - - _ - - - - - - - - - - - - - - - - -- -- TYP 01-1% TYP 3/16 (` 1'-s" 04 W -- NO SCALE I Of (A 0 r NOTE: CONTRACTOR SHALL VERIFY SHELTER BASE a- a =1 () O FRAME CONSTRUCTION PRIOR TO WELDING !n Q cc Cn TO BEARING PLATES. Lil a I j W (3 O . � o N o 1 �SHELTEE ELAN—ME Q c� Q a N > Q A-2 NO SCALE y w O N •L w o c� LO F- z J — -� Q o J W = °o L NW � � I :2 c) _:3 (f) � {_� m V) O Ld a ul IL (I � N Lo I wu N 't FENCE CAP zW I OJQz1L CABLE TRAY m r n a L] O I CO GRIP STRUT Q UJ u W' L 3/8" DIA THREADED ROD Q ~ Q z SNAP-IN HANGER FOR _ ,� j U } ao00 COAX CABLE (TYP) (I Z 0° ' v � ° m 3 ROWS OF GALV m Q � P1000 UNISTRUT J Q � LQEE 3" DIA SCH 40 rn W PROPOSED SHELTER PIPE COLUMN FOR ] UJ Z z WAVEGUIDE SUPPORT � 0 � 1" CHAMFER #401 2" EW z (TYP ALL SIDES) 6" CONCRETE SLAB J W J 6" EXPOSED U CONCRETE 2" CLR CONCRETE U PIPE BASE _ V) EXISTING AND FINISH GRADE mil POLY ON PROPOSED r w o�q�wopa�04a�p0'r+4V �4p' � ULl 'Oi¢ v',•p ,c,(bq ", UNDISTURBED SUBGRADE FINISHED GRADE � � Z / Oq gpOo° 0 00 q°q g0gqq° qqq q °°ggqqq0°°q°°qqp°gflq ��\ 3 40QopOpq°p°�°6oggOoqqo° ggpp0a°qqd°�qqq°°ppq°°pq°pq°°ppgogq°q U Oq q° °q°°q°q q°q °ggpaqqqqqq a ,{ n i� 6" CRUSHED STONE (MIN,) ' U \ GN ETTg 6 o 8 UNDISTURBED SUBGRADE (BEDROCK OR o o z STRUCTURAL FILL) Oil Q 3-' SHELTERB DETAIL A-2 NO SCALE `-0" DIA \ \ NOTES: 1, PROVIDE CORNER BARS AT EACH CORNER OF PAD. o C o N o N P lV N W BAR SIZE SHALL MATCH HORIZONTAL REINF, 0 4 2. COORDINATE LOCATION OF UTILITY PENETRATION THRU CABLE MAY POLE SUPPO SHELTER SLAB WITH ELECTRICAL, DRAWINGS, A_2 NO SCALE x 3. CONTRACTOR SHALL WATER STOP ALL CONDUIT m m PENETRATIONS THRU SLAB AND SHELTER, NOTE: ICE BRIDGE SHALL SPAN NO MORE THAN 6'-0" a m BETWEEN SUPPORTS. (n o a t 4. COORDINATE SLAB PLAN W/ SHELTER MFR. 0 o U N Drawing No. d N :y n m W 6 z W J 01/OSJRflaO O7.s3:a6 rn o N a � LU m � 14• — *— -- — — UNDERGROUND CONDUIT n V a Q �. ---------- #2 AWG GROUNDING CONDUCTOR ' a CJ METER , 12 GROUND BAR 11 3 .�. .�, .�^^» Q 5/8" x 10'-0" COPPER CLAD GROUND ROD. MINIMUM SPACING 10'-0 MAXIMUM SPACING 15-0 EXISTING METALLIC FENCE do NEW 1 �\ 5 ® INDICATES CODED NOTE NUMBER ♦� E-2 D--DRAWING DETAIL NUMBER NUMBER LOCATION - Elf ___ --- { { o cn - __ { :" cn __._ 4) - ----- ------- -- --- QENERAL NOTES - t 1. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS SHALL NOT BE USED, Q 6 ��`\ \\ 2, CAP ALL EMPTY CONDUITS AT BOTH ENDS. SEAL ALL CONDUITS WITH PULL CORDS & W ti E-2 8 ` \ CONDUITS WITH GROUND WARES, N p EXISTING SHELTER TYP. \` ` EXISTING—SHELTER O ` 3, COORDINATE ALL PENETRATION LOCATIONS WITH ACTUAL BUILDING PLANS. (n 10 4. DRAWINGS WERE COMPLETED BEFORE UTILITIES COULD CONFIRM SOURCE OF SERVICES, Q Z O DRAWINGS ARE BASED UPON SITE OBSERVATIONS ONLY. U) J It ' O I , < W ::3 CN _ ------ E _-- \ ♦ .,...,r -- TYP, Q .> Q .�� ----- ---- - -. ; r .---� N 6 E�2 1 N w ~ � N +3+ w0 U) 3 11 co J M 2 `\ �m O -2 o CODED NOTES 1 V 2"C. w/(3)#3/0 +#6G. W X t {� 2 2"C. w/ 3 #3/0 + #6G TO BUILDING DISTRIBUTION SYSTEM, COORDINATE ~ Q y O EXACT TE MINATION LOCATION NTH OWNER, (!) \ l 1 1 3 4" TELEPHONE CONDUIT WITH PULL WIRE, 1 AT&T PREFAB 1 � ff] 0 0 �I EQUIPMENT 1 U4 TELEPHONE SERVICE ENTRANCE. PROVIDE 4" CONDUIT wl PULL WIRE Q, N L. 5HELILS TO BUILDING TELEPHONE BACKBOARD, COORDINATE EXACT TERMINATION J W U _N � LOCATION WITH OWNER. EXTERIOR GROUND RING. ❑ Ems I,- E_ l - O l EXISTING SHELTER / I ❑ Q I Y ¢ BUILDING MOUNTED GROUND BAR, ❑ Ef O TOWER MOUNTED GROUND BAR. W [ W ` 1 O ANTENNA GROUND BAR, Q ~ (] Q Z a CONNECTION FROM EXTERIOR GROUND RING TO INTERIOR HALO. _ � U z w FJ(ISTING SHELTER �, { � - � � U3 z � 10 CONNECT TO EXISTING EXTERIOR GROUND RING, LOCATE IN FIELD. Q X { z M o { { EXISTING METERBANK NTH 2O0A METER SOCKET FOR AT&T PCS � ❑ �J Q � EQUIPMENT. METER PER UTILITY, PROVIDE 20OA/2P FUSED DIS- rn CONNECT SWITCH, [J' o a W .•--- y 1 nP' EXISTING TELCO DEMARCATION POINT, ] Z = __ _----- - --- l ' ; J z W Lu ''.. ------- - { rrrrrr"'rr~""�'� a z ,11 1 + 5 E1 n 11 � V G X � � AT&T PREFAB EQUIPMENT 1 JELTFR 1 1 EXISTING SHEL,IM 3 l y � ETTS 6� i P � LL 4 ; 4 ` r ` MNOwn Q 1 { - - -- - 0 ' { N N N 3 �- \ � r� � ..r ) { E-2 6 1 1` TYP, x m m s7�51 n 2 3 a cn L) d W O O V N N Drawing No. N N N I PARTIAL _SITE „=_EOWER , ,. TELEP. QNE PLAN ENLARGED , " UIPM NT - GROUNDING SCALE: 1/4" 1'-0" SCALE: 3/8 1 -0 E�l W Q x 3 a ' "-955 o»osrzu�n or:st:ss - a, u O a � N TIE INTO EXISTING TIE INTO EXISTING EXTERIOR GROUND RING EXTERIOR GROUND RING LOCATE IN FIELD LOCATE 1N FIELD a co a I I � I I EXTERIOR GROUND RING WITH GROUND RODS AS INDICATED ON GROUNDING PLAN I UNDERGROUND UTILITY -_......r.....-..........y...,,.....,,.,......r....,».,...,----..,.,..- ---..._..,.- ....._T,.------r_-----------T------------ -• ............. WARNING WARNING TAPE I I I I I I I I BACKFILL I 1 I I i I j I FINISHED GRADE I I i I I i I SEE NOTE I I I I I I I TOWER GROUND BAR INTERIOR HALO j HVAC TELEPHONE j EXISTING CABLE TRAY I I 4 PLACES EQUIPMENT AC SERVICE SERVICE FTENC2 &SUPPORTS + \� [TELECOMMUNICATION I I CABLE SHEATH CABLE TRAY I SAW CUT EDGE EACH SIDE (IF REQUIRED) T~ 3" SAND ENVELOPE _ :.�. 1 SURROUNDING ;�:,~ '�''h ONE OR TWO CONDUITS 1 I j CONDUIT '' '": ";'::� W,'.`.: AS REQUIRED. SEE SITE Li Li o I , PLANS. s V) I " cn 3" 12 of t BUILDING GROUND BAR I MASTER GROUND BAR ANTENNA GROUND BAR (TYP. OF 3) I REPLACE EXISTING SURFACE CONDITIONS IN KIND TO INCLUDE, Q I I BUT NOT LIMITED TO: CONCRETE, CRUSHED STONE, SELECT GRAVEL, ASPHALT CONCRETE, TOPSOIL AND GRASS. TELECOMMUNICATION CABLE TRAY HEAVY DUTY EXOTHERMIC 0 W a CABLE SHEATH CABLE TRAY 1 PLACE ANTENNA TELECOMMUMCATION CABLE TRAY WELD 0 FRAME CABLE SHEATH T 2 UNDERGROUND CONDUITS > FENCE POST Q — NO SCALE SOLID TINNED GROUND Cn J �, WIRE Q W .50 TH EQUIPMENT MANUFACTURERN WNER W ¢ W 0 NOTE: CONNECTION TYPE TO EQUIPMENT AND GROUND BARS SHALL BE COORDINATED VA EQ EN AND 0 TENSION WIRE =5 Q p Q LEGEND HEAVY DUTY EXOTHERMIC WELD Q � U W 0 Q 5/8" x 10'-0" COPPER CLAD GROUND ROD, WITH CORROSION PROTECTION _ Q � of •= 0 EXTERIOR GROUND RING o W = 0 -------•- #2 AWG BARE SOLID TINNED COPPER GROUND WIRE. 1------ ---r -� N ¢ U 3 N w W N 41, #6 AWG BARE SOLID TINNED COPPER GROUND WIRE. oo Ld 30" OR 6" BELOW FROST LINE N W M N GROUND BAR 3 EXISTING FENCE - GROUNDING o - --•- #4/0 AWG FLEXIBLE COPPER BRAID 05 d- . ' — NO SCALE Li 1 SCHEMATIC DIAGRAM — GROUNDING SYSTEM NO SCALE rY LL(I o 0 Z � N OJz _ < m � IL (Ipo - Q a W L[I Lu0 1-3 4„ 1„ LLJ 0 a Z 1 1-1 2 TYP. TYP. TYP. _ �J 00 00 z 00 o . 0 � � Q 7/16"0 HOLE (42) '�' 0 Q Q Z J 41 c u v r n •� N 00 + 000000000- - � � � "rW � � a 00000000000000- - + - � � En z N � 000000a0000000- - - Paz Li 2 J r�i W 7/16"0 MOUNTING HOLE KJ 1 Q 3 (2) a F a � af 1'-opt w cn 4 Z 5IDE, VIEW PLAN V I E W 3/4" Q 1-3 4" 1" ; 1 1-1 2 TYP. TYP. ITYP,l GRADE (D #R415DA4 INSULATOR O #WBKT1 WALL BRACKET #GBI1441BERMGB a.1 L a GROUND RING i 7/16 0 HOLE (16) Ln 5 ' GROUND BAR ASSEMBLY x � v F-TTS d . NO SCALE r + 0 0 0 0 a+ '._ D I--- HEAVY DUTY - - I - G-0 0 0 0 0 0 0. _ IL _ EXOTHERMIC NOTE: 1. ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC. 2 x " s Tb ��`' WELD 7/16 M02NTlNG HOLE Y 1 +n ( ) MNOrvw a 3 O SI Q E MEW P L...A N V I E W N N N �C 30" OR 6" BELOW FROST LINE O1 #R415OA4 INSULATOR #WBKT1 WALL BRACKET �3 #GBI14212ERSGB W o x y 4 COPPER-CLAD STEEL 6 GROUND BAR ASSEMBLY (SECTOR) C :2m y -- GROUND ROD — No SCALE o � ; Q U to a�i U ° 1 .c � N NO SCALE 9� Drawing No. NOTE: 1. ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC. 03 ml E-2 s z 0 ...p ",55 i31/tl512tl4tl 07s S2:11 rn \a 43 Y y0 m r f" 4 m 0 Ld _ SS SE T v] C-.,E s T& T j Ej U O o ca z o o � Um SP 22 A13 O � m cr- . YAN �� AS Z A Nq T SPR 027 A ZSITE I . D # ~ 0 1 z Qf a a a c w � 628 a (A w V) Ix w RAEADICI V STREET . . . . `� N N Wo AGAV/ AMO v0 ckc > (L) 1IMASSACHUSETTS01001 V) M oc -W 0) wQ Wcn � Q y 0 Q w > Q DRAWING NO. TITLE Q Li u N n 91 W w 9 c' V) �-- _ d TITLE N o W = Oo •• A-1 VICINITY PLAN cv � v •, A-2 SITE PLAN � q_3 m TOWER & ANTENNA DETAILS c MISCELLANEOUS DETAILS 0 E� �• —1 DIRECTIONS TO SITE: Q N ELECTRICAL PLAN w H 1-90 MASS PIKE EXIT 4 TO I-91 /US-5 � �i 'y�9,o E-2 ELECTRICAL DETAILS �` a TAKE US-5 (RIVERDALE STREET) SOUTH INTO OM sT •.• co �Fs�. AGAWAM, TURN LEFT ONTO MEADOW STREET U7 0 0 gyp, , oyy Gs J Uji (j ¢ • 5 •d � � uj •S W w z ` . Z m •.. J ��` Q 6 z J w s� Q PC. - L'] (n J �� CSC. W L. a0 1 Q �� L PR"CT J Z LO 00L S SG� � � m z LOCATION MAP ° SITE PLAN APPROVAL NO SCALE AGAWAM PLANNING BOARD � - J�•v�.Y� CQ� dodo UNDERLYING LANDOWNER: ANN T. HALL TRUSTEE/HALL DEVELOPMENT TRUST ZONING DISTRICT: INDUSTRIAL A O LATITUDE: 42'04'53.8"N 0 t 04 DATE LONGITUDE: 72'35'11 .1 "W (GPS — NAD83) 1, CONSTRUCTION DOCUMENT APPROVAL E �N o GROUND ELEVATION AT > RF ENGINEER BY. BASE OF TOWER: 68.5' (GPS - NGVD29) � � TYPE SITE: EXISTING MONOPOLE y O LI Y AT&T CONSTRUCTION COORDINATOR BY: JANUARY 10, 2000 ��.- o&1 F 9 SITE ACQUISITION COORDINATOR BY: CLOUGHi, HARBOU �# °� Drawing No. N & ASSOCIATES LLP A � ERICSSON CONSTRUCTION/RBS: - °'�`"o ��COPYRIGHT ENcw��os ��c�� T_ III WINNERS CIRCLE - ALBANY, NEW YORK - 12205 1 P.O. BOX 5269 518-453-4500 4 UNDERLYING LANDOWNER BY: .,viae.r..ss 01/10/1040 17:50::4 j rn i u o j I I TRUE N �S%oN oDpW SA 13-1-2 TOWER HEIGHTS! G !� 1 SITE 1 BEACON91.5 AGL !4• o CENTER PANEL 1 i 124.2 AGL A CENTER PANEL 2 � 134.1 AGL CENTER PANEL 3 147.8 AGL MAP REF 1 BEACON 2 - 178.3 AGL MAP REF TOP TOWER -- 177,8 AGL i N13-9-3 i i 51Art ' o h i h (n Z O U i O TOWN OF AGAWAM n ASSESSORS MAP N13 & 13 IRON PIPE h ' � CONC. MON o � 1 s � POLE a + n o (� o MH ' s� o LANDS N/F 0) ANN T. HALL TRUSTEE IRON PIPE W O HALL DEVELOPMENT 7RUST PO;E S,�EET Ex colvc, MON _ _ W Q U7 MEADOW 1 B. 4033, P. 154 — B. 3506, P. 20 ,�� _ "' ¢ J ca IN t w F— ❑ c W �QL) I EXISTING 12' ACCESS GATE Q N J _ 0 W = 0 + �'yqT EXISTING GATE cF�,pC , N © 3 s�p`p0 ° y EXISTING N w " 1 oN a l qO y9 V T NG I m N BUILDING N LANDS N1,4Fi �m 0 1 y NEU CORP. B. 9772, P. 20 in i L ASPHALT o, I f♦ iO3 W � GRAVEL t 2C LOCATION � LAT: 42�-04-53.B N I EXISTING 80M I cC3 I sCH sARK , LONG. 7 -55-11,1 W I EQUIPMENT SHELTER 4 x RR O Pm w�se A , vl „ C I _ (r' LIB O O At 03 1� p m Y. L j ccvv N� N m I1� O o1 - ~ y z vl w lcr SITE r r. 1 � � W 3: 50 Q Z Ld T ao EXISTING NEXTEL a l 4 i "~ ( Z pip 71q �p l EQUIPMENT SHELTER yL I U El :) Clm R � ¢ z LANQS N/F !' REAR SETBACK 5 A. HOLMES Q SEE MAP REFERENCE I \ :3 U) W (� a Z g' CV4AINLINK F �,.r (3a z \, J W r� W J " OUN AR L NE 0 U LANDS N/F MAE REFERENCE: Q ROBERT L ARCOUETTE f MAP ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS SURVEYED FOR ! _ w w ANN T. HALL, TRUSTEE OF THE HALL DEVELOPMENT TRUST'" AS PREPARED BY de A. ARCDUETTE' � �� Z HERITAGE SURVEYS ON APRIL 10, 1987 AND FILED IN THE HAMPDEN COUNTY ` r B. 24fi2, P. 4&$ =Q OF DEEDS ON APRIL 23, 1987 IN PLAN BOOK 247, PAGE 84. t I - Aw"kr ,r 1 SURVEY NOTES: ETTS 1. BASE MAPPING PREPARED BY CLOUGH, HARBOUR do ASSOCIATES LLP e'+ FROM A NOVEMBER 1999 FIELD SURVEY. Q'+� 2. LATITUDE/LONGITUDE/ELEVATIONS WERE OBTAINED UTILIZING s CODE BASED GPS REFERENCED TO MTS GPS BASE STATION, o LATITUDE/LONGITUDE ARE REFERENCED TO NAD83 MASSACHUSETTS Y ~ ' MAINLAND ZONE. COORDINATES SHOWN, IF ANY, ARE EXPRESSED IN U.S. FEET. ELEVATIONS ARE REFERENCED TO NGVD 1929. TOP OF STRUCTURE HEIGHT AS SHOWN, IF ANY, DETERMINED BY VERTICAL ANGLE OR BY ACTUAL LOCATION. o, as 0 3. FOR THIS PROJECT, CLOUGH, HARBOUR & ASSOCIATES LLP USED A TRIMBLE w ;� PATHFINDER 8 CHANNEL PRO XL GPS SYSTEM. TRIMBLE TECHNICAL SPECIFICATIONS o N A N c N HORIZONTAL DIFFERENTIALLY CORRECTED ACCURACY OF G 1 METER + 10 STATE A ppm FOR THIS SYSTEM. GPS DIFFERENTIALLY CORRECTED VERTICAL ACCURACY IS GENERALLY MI M � � r CONSIDERED TO BE 1 1/2 - 2 TIMES THE HORIZONTAL ACCURACY SPECIFICATION. ALL ACCURACIES ARE SITE DEPENDANT. THE ROOF ELEVATION SHOWN, IF ANY, WAS COMPUTED x FROM GPS OBSERVATIONS ALL OTHER ELEVATIONS WERE MEASURED ON SITE AND ARE SITE RELATIVE. w • 4. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATION. VICINITY PLAN a ! MAGNETIC ORIENTATION IS BASED ON SPRINGFIELD SOUTH MASSACHUSETTS USGS QUAD SHEET, SCALE. 1 20 �, o 6 � 5. UNDERGROUND UTILITIES SHOWN, IF ANY, FROM FIELD LOCATION ONLY. Drawing No, 5. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. GRAPHIC SCALE PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE FROM TAX MAP AND DEED PLOT. 7. SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO-DATE ABSTRACT OF TITLE WOULD zo o 10 so ,o , as DISCLOSE. 8. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD, A-1 9. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & IN FEET ) ASSOCIATES, LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE, 1 inch a 20 ft. 4 i �avidNay�•SS 01J,0/244G 1T�SG�33 I rn rn G ES• RF_SXSIE, M SCHEDULE1a to SHEETS AND 7. THE CONTRACTOR SHALL COMPLY NTH ALL REQUIRED PERMITS. 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE MECH, CONTRACTORS RESPONSIBILITY TO EXAMINE All PLAN SHEE COORDINATED WITH THE OWNER OR OWNERS REPRESENTATIVE AND THE UTILITY OWNS 1. IT IS THE ANTENNA AZIMUTH �E �EL � �j BAD. CENTER R IrAGL� Q CABLE SIZE ,Q�PROX�CABLE LENGTH COLOR SPECIFICATIONS AND COORDINATE HIS WORT( WITH THE WORK OF ALL S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER {ACTLlAI,I.IENtihi MAY VARY) � OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE, INTERRUPTED. CERTIFICATES, ETC, Rx1A 034 ALLGON AWS9018,42D NO 0' 175 FT BOTTOM 1 5/8" 205 FT GREEN 13, MAINTAIN FLOW FOR ALL EXISTING UTILITIES. TxA 030 ALLGON AWS9016,02D -- 0' 175 FT BOTTOM 1 5/8" 205 FT GREEN/GREEN 2, THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND 9, THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE 14. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY Rx2A 030 ALLGON AWS9016.02D NO 0' 175 FT BOTTOM 1 5/8" 205 FT GREEN/GREEN/GREEN ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE OFF SITE MONUMENTATION, ANY MONUMENTATION DISTURBED OR THE OWNER OR OWNERS REPRESENTATIVE ON THE DRAWINGS, ALL RUBBISH, WASTE MATERIALS, UTTER, AND ALL FOREIGN SUBSTANCES. DESTROYED, AS JUDGED BY THE OWNER OR OWNERS REPRESENTATIVE Rx16 150 ALLGON AWS9016,02D NO 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE o REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE TxB 150 ALLGON AWS9016,02D --- 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED SURFACE. SUPERVISION OF A LICENSED LAND SURVEYOR. 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING AND THE TOWER, Rx2B 150 ALLGON AMS9016.02D NO 0` 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE/BLUE z 3, THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE-- 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE16. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY Rx1C 270 ALLGON AYI'S9016,02D NO 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION, ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED TxC 270 ALLGON AWS9016,02D -- 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHITE U THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. f THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF Rx2C 270 ALLGON AWS9016,021) NO 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHITE/WHITE o IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SURFACE" DRAINAGE DURING THE COURSE OF WORK. SUCH PIPELINES, SUBSURFACE STRUCTURES ANT)/OR UTILITIES 16 dBi (14d8d). GAIN 90' HORIZONTAL --2' ELECTRICAL DOWNTILT TMA MODEL # N/A IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR o Q 2 o BLAST, CALL 1-888--DIG--SAFE U 0 .,,�. z 4, THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING 7 OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. L) Z ' OR SHALL NOT VARY FROM THE PLANS WITHOUT ooNc, �+ _ f r _ �, _ Z THE CONTRACTOR'S WORK _ o CL Q THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE, _ _ _ - x o NSION a 5. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND !� ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE EETuj OF THIS CONTRACT, + � rn DURING THE PERFORMANCE $, THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY MEAOOW +! a DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S I REPRESENTATIVE. ! U ARY LINEQ ++ N W Bo�N° o C x ! Q qc0 + EXISTING 12' ACCESS GATE W •� O 'PpgD ` Z w OC��O EXISTING GATE ! Q Q JEXISTI Q •L N Uc F�£o !1 BUILD»c Q � k2 ! 0E- wW _ -o a a a + N o {n W = 3 t a LANDS NIF a x ! NEU CORP. CV w ■w -►-' ++ B. 9772, P. 20co 04 m ! V) ! O TRUE 1 ! - ELEC 80X _ TEL PED ASPHALT I 0 Nat m w G I MN c__ + COSQ PAD _ - ~! b I U) LO 1Sm A ! I - ! 14• 1 I ! �'�'` BAM EQUIPMENT ! iLi. O I LANDS N/F ► ExlsTl+� ! z U N ANN T. HALL TRUSTEE J i HALL DEVELOPMENT TRUST `�. I + B. 4033, P. 154 - B. 3508, P. 20 ! Ui a LU a oa 2C LOCATION } `- LAT: 42-04-53.8 N ,,, 2 - LONG; 72-35-11,1 W Cf 030 m W W ELEV = 68.5 Y Rx1A EXISTING SPRINT EQUIPMENT PAD Q a Z o 00 TOWER HEIGHTS: Rx2c _ ... m z goo Z BEACON 1 - 91.5 AGL A Z CENTER PANEL 1 - 124.2 AGL NC PAD CABLE TRAY v � � U7 ❑ m z6 A CENTER PANEL 2 - 134.1 AGL 270 TxC J CENTER PANEL 3 - 147,8 AGL Rx1B r Q V .ate' BEACON 2 - 178.3 AGL I r TOP TOWER - 177,8 AGL I Tx a '] W � � a X c CONC PAD � W 7 rn x2B 15 W EQUIPMENT 25 '4 z TRAYS ELEC METER _ -' CEN7FRUNE OF ANTFNNAS 712 BE _ "` Z PLACED A T 175 AOL CW EV'S71NC � �" q-3 177.8'MOWOPCILE + I Pows=R ( W 0 12'X 18' PREFAB EOV/PMENT SNEL TE?P u v + I CONC CW aWCRE7F SLAB W17H U I q EL TELCo 70P ELEV. -- B A80W RNISH GRADE 17'aE LGWC CABLE TRAY MOUNTED ON I PAD PO4C 1PPORTS S 3 A-4 ! > SECURITY UGHr LOCATED aV SDE• I I! OF A r&r WIZ 7FR � �= Z y EXISTING NEXTEL !1 4 EQUIPMENT SHELTER x a LANDS N/F sl ro A. HOLMES k% I<Trs d 82'-910 SEE MAP REFERENCED a x x w � f ' X x a _ qD 3 c . a . i a romr� Q1 � Ol �J- c Oi ' o OI a BoUN DAfRY LINE I .- .. C SITE PLAN Y SCALE: 1 10 Drawing No. i GRAPHIC SCALE ,o 20 Am2 A { IN FEET ) 1 inch = 10 flL r Swid11�7�sSS n1174/2�i0 1TtSQ06 _ 1. GENERAL 6. CONCRETE (CONT.) o n � 04 A, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SAFETY. SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL r B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. 0° BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY 1. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309, a AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY 6 LOCATE AND PRESERVE UNDERGROUND UTILITIES. J. ADMIXTURES SHALL CONFORM TO' THE APPROPRIATE ASTM STANDARD AS m C. INCORRECTLY FABRICATED DAMAGED OR OTHERWISE MISFITTING OR REFERENCED IN ACI-301, a NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER K. DO NOT WELD OR TACKWELD REINFORCING STEEL. PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL • REQUIRE APPROVAL. L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE - SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE CENTERLINE OF ANTENNAS 175' AGL COORDINATE HIS WORK WITH THE WORK OF OTHERS. PLACEMENT. Y z LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC, TO MATCH M. CONSTRUCTION A5 ACCEPTABLE TO ENGINEER, PLACE REINFORCEMENT EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR. CONTINUOUSLY THROUGH JOINT. ROPOSED AT&T ANTENNAS o F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR, 0. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD EE 2. DESIGN LOADS JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY z A. WIND LOADS: PER THE STATE BUILDING CODE EMBED REINFORCING, DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH O U B. PRESUMPTIVE BEARING CAPACITY. 2000 PSF CHUTES OR FORMWORK. (VERIFY SOIL BEARING CAPACITY WITH GEOTECHNICAL ENGINEERS REPORT) P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND, L C. PREFABRICATED BUILDING: 40,000 LBS Lu 7 D. ROOF UNIFORM SNOW LOAD: 40 PSF (DRIFTED SNOW AS PER THE STATE BUILDING CODE.) Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND 5 SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT, EXISTING ANTENNAS c�1�7.$' AGL 3. EXCAVATIONS/FOUNDATION R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE ^ A. APPLICABLE ACI CODES AND RECOMMENDATIONS, IN EITHER CASE, MATERIALS Q MATERIALS. CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT U FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM, W B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL, 0 0 C. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. Jj EXISTING ANTENNAS 0134' AGL D. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, co f2 a W WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE W W C) REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER, THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO ASSOCIATES, LLP BY AT&T WIRELESS AND w Q Q N o E. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE, CLOUGH, HARBOUR & ASSOC , THE TOWER OWNER. AT&T WIRELESS AND THE TOWER OWNER EXISTING ANTENNAS ®124 AGL < Q 4 z N ,> Q F. FOOTING EXCAVATIONS SHALL BE CUT NEAT. ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS, INTEGRITYto AND TO THE EXISTING TOWER L GRADE AND FOOTINGS IMPROVEMENTS OF A , Q W .. G. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS—ON AND REQUIRED SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 95% EXISTING STRUCTURES, AND EXISTING SUPPORTS. _ 5 D-698. Q � Q J O STANDARD PROCTOR DENSITY PER ASTM H. SUB GRADE BELOW SLAB—ON—GRADE SHALL BE REVIEWED AND ACCEPTED BY o EXISTING 177' MONOPOLE N ¢ °� GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. N � x _ 4. ANTENNA SUPPORT BRACKET NOTES a- N W m A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL 0 COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY F- ,�y ~ OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, a DESIGN LOADS, AND ALL OTHER PERTINENT DATA. Q B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS (n r. r Li AND COAXIAL CABLES AS SHOWN. _j 0- z Ul000 5. STRUCTURAL STEEL NOTES z A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION OF STRUCTURAL STEEL FOR BUILDINGS". r FOR THE DESIGN, FABRICAT10N AND ERECTION J W I to B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE rrnn _j Lj FROM STEEL MEETING THE REQUIREMENTS OF ASTM WITH A MINIMUM YIELD STRESS x 8 m U, d 0 00 OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM. w �T r o QW � W 3 i0 C. ALL INTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, FINISHED NTH ONE COAT FABRICATOR'S NON—LEAD RED OXIDE PRIMER. PRIMING SHALL BE PERFORMED AFTER °' z SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, Tco AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED BY FIELD TOUCH—UP PRIOR I �" � TO COMPLETION OF THE WORK. Z D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT—DIP GALVANIZED = Q -i ACCORDING TO ASTM A123. TOUCH—UP FIELD WELDS AND ABRADED AREAS W/2 COATS TR D PAINT. ANTENNA CLAMPS (TYP.) cl J Q o OF GALVANIZE P U J E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND ] W I a DETAILED ON STRUCTURAL DRAWINGS. F. CONNECTIONS: .J W 1. WELD (SHIELDED METAL ARC) — ELECTRODES SHALL BE E70XX MINIMUM AND BE IN M� W ACCORDANCE WITH AWS D1.1 UNLESS NOTED OTHERWISE. u U ANTENNA U 2. MINIMUM CAPACITY OF CONNECTIONS: FOR CONNECTIONS NOT DETAILED, PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 2 OF THE W AISC MANUAL (9TH EDITION) IN THE SECTION ALLOWABLE LOADS ON SEAMS , FOR Z MEMBER AND STEEL SPECIFICATIONS. CONCENTRATED LOADS NEAR $ z THE GIVEN Ur Z SUPPORTS MUST BE ADDED. 270' TRUE 3. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL u a 0 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) PROPOSED CABLE TRAY ' AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. PROPOSED i 2' X 1 e' AT&T 5. NON—STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM EXISTING NE EQUIPMENT SHELTER SHELTER EQUIPMENT ELTER 6. C SH A307 BOLTS UNLESS NOTED OTHERWISE. , NU ins d� � CONCRET0 co E � a EXISTING CHAIN LINK A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO 'r FENCE �- �b THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 '� N ' "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, 6q �NOIYYY "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE% B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 0) (D 0) C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.57,) WITH A MAXIMUM 4" SLUMP, AND HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 4000 PSI UNLESS OTHERWISE NOTED, n N N A N .- r r >00< D. MAXIMUM AGGREGATE SIZE SHALL BE 1". — — _ — — — — — — E. THE FOLLOWING MATERIALS SHALL BE USED: A ANTENNA PL TFO M & YO T -- — — -- — -- — --- ----_— — --- -- — — — — — — — �. NO SCALE A D CEMENT' ASTM C 150, TYPE I :ill J11 111!J1 ll=11 1J1 1L=1ll ll 111 ill ll�.l Ll. 1J1 ll.l 11-1L=1T1.=111�I1!ll Ill 1l �Ill ll1 lll Ali-�ll..��1 � �. PORTL N REINFORCEMENT: ASTM A 185 u � � NORMAL WEIGHT AGGREGATE: ASTM C 33 NOTE: 1. ANTENNA MOUNTING FRAME SHALL BE DESIGNED BY VALMONT. • 1 TI N a � °� U � r WATER: DRINKABLE I TW F ADMIXTURES: NON—CHLORIDE CONTAINING 2. PAINT ANTENNAS AND FRAME TO MATCH THE ' EXISTING POLE. _ NO SCALE Drawing Na. + N F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM 3. PAINT USED FOR THE ANTENNAS SHALL BE a NOTES 1. CONTRACTOR SHALL COORDINATE EXACT ANTENNA ATTACHMENT, YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN "RF TRANSPARENT" TYPE AS APPROVED BY AT&T. 2. ANTENNAS TO BE INSTALLED WITH DOWNTILT BRACKETS, WI ACCORDANCE WITH THE LATEST EDITION OF ACI 315. COVER AROUND REINFORCING BARS U.N.O. SHALL BE: A-3 G. CONCRETE CO ( ) 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3" 2, CONCRETE EXPOSED TO EARTH, WEATHER.........................2" 3. SLABS....................................................3/4" 4. ALL OTHER CONCRETE.....................................1 1/2" Q CwtdHy�aSS 44/40lt04U 47:�9;38 o 0 \ N 5, m u � a F- a 7 7 Q m T& T Jl..- Ass S.OE R VICES SITE INDN # SP 22 AGAVVAFA EAST SPR .. 027 A LLJ v d Q d Q LL. of LJJ C O � 628 rAEADOVI STREET 5 Ln v �1 y . N W Q Cu o AGAVIANq rlAASSACHUSETTS 01001 I m o CL c< � .--a� W o :2 w < N V) o w Q a w N .> a DRAWING NO. TITLE Q � _j N o < F J _ 0 T-1 TITLE o W = 0 A-1 VICINITY PLAN NLli A•-2 SITE PLAN co m °' A-3 TOWER & ANTENNA DETAILS o Z*k o � �� ••. A-4 MISCELLANEOUS DETAILS P� N E--1 ELECTRICAL PLAN r DIRECTIONS TO SITE: Q `.• •., w E-2 ELECTRICAL DETAILS �" a 1-90 MASS PIKE EXIT 4 TO 1-91 /US-5 TAKE US--5 (RIVERDALE STREET.,Z SOUTH INTO N sr •• �' AGAWAM, TURN LEFT ONTO MEADOW STREET ��G ST to u] o °o CC a [I � N � s ❑ J z W F M�MoR '� _ ❑ Q z Y � n Gj� SITE PLAN APPROVA c}-J/Q�`n�`- c 5 m [1 [1 o ao 5 'A� AGAWANI PLANNING BOARD . Q } 0 Ico co ' R RUDo Q � z m = o Q z . . • � U 9- 0�1d S� ❑ � W 0 a MEAD z r ❑ Q �f U z PR J r� W � LOCH AAN U KJ U • ly S U SCH00� a W o ° Z U �j7 -O 7 LOCATION MAP U Q ,aITE_ STATISTICS: NO SCALE UNDERLYING LANDOWNER: ANN T. HALL TRUSTEE HALL DEVELOPMENT TRUST J Q ZONING DISTRICT: INDUSTRIAL A a LATITUDE: 42'04'53.8"N CONSTRUCTION DOCUMENT APPROVAL DATE LONGITUDE: 72'35'11 .1 "W (GPS - NAD83) � GROUND ELEVATION AT m RF ENGINEER BY: BASE OF TOWER: 68.5' (GPS - NGVD29) LLI W TYPE SITE: EXISTING MONOPOLE V � W AT&T CONSTRUCTION COORDINATOR BY. DECEMBER 7, 1999 DEC 1 5 109 N SITE ACQUISITION COORDINATOR BY: C CLOUGH, HARBOURDraw€ng No. 0. w • N x A & ASSOCIATES LLP ZiERICSSON CONSTRUCTION/RBS: cRAWO00 00 NG �a ENCINEL.�N DSCAPE ARCHITECTS T..1 1II WINNERS CIRCLE -- ALBANY, NEW YORK — 12205 1 P.O. BOX 5269 518-453-4500 0 UNDERLYING LANDOWNER BY: _ -css nvaszasn or:sa:or rn uj N s. I r i "� -- .� - - - .... . - __ . _ . ---- - - -_ --- - -- -- - -- - - - -- - - 3/4 a � DIA. A325N ANNCHOR BOLTS m ! a y I 14'x2O' CONC SLAB SHELTER 1/4 ! ( BASE FRAME io ! BM FLANGE PL 12"x12" ! ! I r 0 ! ( ! T/STL - T/CONC SHELTER BEARING I , SLAB ANCHOR BOLT o PLATE (11'P) 12 x18 SHELTER (TYP) to SEE 2 I I o r----1 `o_ Ln L_ -- --- -- - -- -- -- - - - - - - - - --- -- - - _ - __. .._- - -- E TYP TYP n 3/16 Q 1 6" go — NO SCALE p NOTE: CONTRACTOR SHALL VERIFY SHELTER BASE ply„_ ¢ J FRAME CONSTRUCTION PRIOR TO WELDING (/5 Q �-+ TO BEARING PLATES. •- w w W � V) cv ry Q p Q 1 w L9 • A-2 NO SCALE D N •L Q W Q 3 z J •-- p o Q W = o N J N L �l J m -+�+ , M (.5 IZ .N (n m V) M o o 0 It . aca � 0 0 FENCE CAP ❑ W `� Y 1 M ell CABLE TRAY ❑ Ln aa o00 GRIP STRUT ry+ W Q } `� 3/8" DIA THREADED ROD W w vmmummv SNAP--IN HANGER FOR _ } N `'l COAX CABLE (IYP) s U ? (� Z go c LiQ 3 ROWS OF GALV a co Q Q z P1000 LINISTRUT J 3" DIA SCH 40 V+ W E 0 A� r, PROPOSED SHELTER PIPE COLUMN FOR W WAVEGUIDE SUPPORT Z _ 1" CHAMFER #4®12" EW (TYP ALL SIDES) ❑ U " az 6 CONCRETE SLAB J �* W w 6" EXPOSED W Q CONCRETE u Or 2" CLR CONCRETE U PIPE BASE EXISTING AND a FINISH GRADE mil POLY ON Jvp4�C3p�w'°[3'. o tea° °oti� o+O u�° �,,,o �,r� as .,o ao UNDISTURBED SUBGRADE PROPOSED W 00 ooq oapoo°°po°°pa°°ooq°o°°qo°°goo°gpo° oq°poqu°°° °°° FINISHED GRADE J� o 0o po op o° q° qa qo opo poo gooQQpo°gooqpoo°g000 0 0 000 0 o p o 0 o a oq a Z © 4 ` oaQooaaQ°oabpQoao�Qo°° oopaop�4oflQpcaoop4pa00000poo��ag000° I U a � " ` 6" CRUSHED STONE (MIN.) a •1 $* UNDISTURBED SUBGRADE (BEDROCK OR ti STRUCTURAL FILL) Y o Q� 3 SHE LIES AB DETAIL, A-2 NO SCALE NOTES: 1. PROVIDE CORNER BARS AT EACH CORNER OF PAD. BAR SIZE SHALL MATCH HORIZONTAL REINF. N N N r � 2. COORDINATE LOCATION OF UTILITY PENETRATION THRU 4 CABZ TRAY POL"UPEQR SHELTER SLAB WITH ELECTRICAL DRAWINGS. A-2 I NO SCALE 3, CONTRACTOR SHALL WATER STOP ALL CONDUIT NOTE: ICE BRIDGE SHALL SPAN NO MORE THAN 6`-0" PENETRATIONS THRU SLAB AND SHELTER. BETWEEN SUPPORTS. ;r 8 4. COORDINATE SLAB PLAN W/ SHELTER MFR. o Y asm Drawing No. m Am4 z w a lavidHayaaSS 01/10/N413 MOM f rn o Irxu� N iF m --- — •--�-— UNDERGROUND CONDUIT 1,• a a w.w.w,wwwwwww #2 AWG GROUNDING CONDUCTOR C,1 ® METER o 12 ' GROUND BAR 11 5/8" x 10'--0* COPPER CLAD GROUND ROD. MINIMUM SPACING 10'-0", �—o ..r^ "~"r MAXIMUM SPACING 15'-0" EXISTING METALLIC FENCE & NEW Z o 7 5 INDICATES CODED NOTE NUMBER E--2 1 DETAIL NUMBER z E-2 DRAWING NUMBER LOCATION o QENERAL NOTES - - • -~ `♦♦♦ 1. ALL CONDUCTORS SHALL BE COPPER, ALUMINUM CONDUCTORS SHALL NOT BE USED, Q g ♦♦♦`♦♦ ♦` 2. CAP ALL EMPTY CONDUITS AT BOTH ENDS, SEAL ALL CONDUITS WITH PULL CORDS do [� YW! 8 ♦ CONDUITS WITH GROUND WIRES, N E-2 ♦` ♦ ��T1NG SHELTER O .❑ EXl5j]UG SHELTER TYP. ♦♦ ♦ `♦ 3. COORDINATE ALL PENETRATION LOCATIONS WITH ACTUAL BUILDING PLANS, t1 I ♦ ♦♦, `♦`` , 10 4. DRAWINGS WERE COMPLETED BEFORE UTILITIES COULD CONFIRM SOURCE OF SERVICES. CL a Z v Q ; I ♦♦ ♦ � DRAWINGS ARE BASED UPON SITE OBSERVATIONS ONLY. +.+ � 1 ♦♦ ♦ ♦ ♦ E-y2� a F•� M 0j • - 111� ♦` ♦` rrr r�,1 r'r+l,�rrrr'� t • I— ! rA • C Lu i .. .. - t �, err r { r rrrrr ,{ � � kL - _ r 1 �% �� 'r ram" ter+ { �►t Q tY J W x _—�r 5 ; N 0 c W = O �� o 10 i t f2 N J m 1 2 ♦� ! O { O 1 2"C/ w/(3)#3/0 +#8G. W a X 1 1 2 20C. w/(3)#3/0 + #6G TO BUILDING DISTRIBUTION SYSTEM, COORDINATE ! ! O EXACT TERMINATION LOCATION WITH OWNER, (n l ± 1 4" TELEPHONE CONDUIT WITH PULL WIRE. Lo o 1 ; 1 EQUIPMENT i TELEPHONE SERVICE ENTRANCE. PROVIDE 4" CONDUIT wL PULL WIRE Q Q, o ! ,SHELTER ! TO BUILDING TELEPHONE BACKBOARD. COORDINATE EXACT TERMINATION N .i - t { LOCATION WITH OWNER. D U EXTERIOR GROUND RING, �IY � I�STING SHELTER , { . 60 BUILDING MOUNTED GROUND BAR, m a U 0 ro , 1 W TOWER MOUNTED GROUND BAR. W y ! { Cc 1 ` ANTENNA GROUND BAR. � � w z CONNECTION FROM EXTERIOR GROUND RING TO INTERIOR HALO. }: cno I�,$11NG SHELTER t t 1 1 z co X ! 10 CONNECT TO EXISTING EXTERIOR GROUND RING. LOCATE IN FIELD, U ❑ m 6 ! y 11 EXISTING METERBANK WITH 2O0A METER SOCKET FOR AT&T PCS � 0 ul � Q EQUIPMENT, METER PER UTILITY, PROVIDE 20OA 2P FUSED DIS- --� t 9 ..��--� CONNECT SWITCH, / W 'o 1 TYP• 12 a. EXISTING TELCO DEMARCATION POINT, _ in W a x ' { 0 Q 1 i -.-__ -- - ; J z W 1 I 1 1 1 , } 2 ; uj z / 5 4 E-2 AMT PREFAB , EQUIPMENT ' ` SHELTER ' 1 i 1 1 t • 1 EXISTING SHELTER { O co r� ; VV,II d i i ! { , 1 1 � t ' { 1 k { � I �j 0 F�2 o �/ 1 ! N N E-2 9L i TYP. X m m i U m X u 3 Q o V1 0 U a m U Drawing No. N ENLARGED EQUIPMENT AREA — GROUNDING PLAN PARTIAL SITE •••- POWER & TELEPHONE L N SCALE: 3/811 SCALE: 1/4" _ 1'-0" E-1 i z a �fridNaras! 41/10/i4i6 1is�esst 3 3 . W o N TIE INTO EXISTING TIE INTO EXISTING EXTERIOR GROUND RING EXTERIOR GROUND RING d M LOCATE IN FIELD LOCATE IN FIELD a l U Q I I M i I i EXTERIOR GROUND RING WITH GROUND RODS AS INDICATED ON GROUNDING PLAN I UNDERGROUND UTILITY . ..w.rrw—..rrr�.rw..•wrr�-------�.nww----- .w+ - ------r r--�wwwrrww,�Twr------rrrrr7—w�—rr�.w — --- wr rr�wwwwrrrw�www�-------- -----------r.! BACKFlLL WARNING TAPE • 1 ! j SEE NOTE FINISHED GRADE I I I I � I I I • I I I j I I TOWER GROUND BAR � z INTERIOR HALO j HVAC TELEPHONE j EXISTING CABLE TRAY 4 PLACES I EQUIPMENT AC SERVICE SERVICE ! FENCE BcSURPORT5 i I I TYP. 2 I I + I i ! I I TELECOMMUNICATION CABLE TRAY I '`� z �:r< 0 i I CABLE SHEATH I SAW CUT EDGE EACH " ' `•wir;�. ' �' SIDE (IF REQUIRED) i t. •..: T o I I 3" SAND ENVELOPE :jl=� '�••::F•,. ONE OR TWO CONDUITS � I I SURROUNDING AS REQUIRED. SEE SITE h uj CO I i NDUIT i PLANS. con I g j i I 12" 3" °' BUILDING GROUND BAR i MASTER GROUND BAR ANTENNA GROUND BAR (TYP, OF 3) I ^ NOTE: REPLACE EXISTING SURFACE CONDITIONS IN KIND TO INCLUDE, Q BUT NOT LIMITED TO: CONCRETE, CRUSHED STONE, SELECT I I GRAVEL. ASPHALT CONCRETE, TOPSOIL AND GRASS, I HEAVY DUTY EXOTHERMIC N W TELECOMMUNICATION [CABLE TRAY C BLE TRAY ANTENNA TELECOMMUNICATION1 PLACE CABLE TRAY �� OI CABLE SHEATH FRAME CABLE SHEATH 2 UNDERGROUND CONDUITS FENCE POST Q o — NO SCALE SOLID TINNED GROUND 2 J ♦, 0) WIRE M. Q W •� ' . . W a W (AHOC NQTEL CONNECTION TYPE TO EQUIPMENT AND GROUND BARS SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER AND OWNER, TENSION WIRE � ¢ ❑ Q ; Q W Q N •L LEGEND HEAVY DUTY EXOTHERMIC WELD Q W ❑ • ;; ;, WITH CORROSION PROTECTION C7 U Q j 5/8" x 10'-0" COPPER CLAD GROUND ROD. EXTERIOR GROUND RING y= � � � //''``�� '"` � � � O ------- #2 AWG BARE SOLID TINNED COPPER GROUND WIRE. } 04 w � (D ---• #6 AWG BARE SOLID TINNED COPPER GROUND WIRE I J n Q 30" OR B" BELOW FROST UNE N CL W (n W 'o GROUND BAR O 3 EXISTING FENCE -- GROUNDING 0 --•---•-- #4/0 AWG FLEXIBLE COPPER BRAID ❑ -- NO SCALE Ld 1 SCHEMATIC DIAGRAM - GROUNDING SYSTEM F NO SCALE in ac a N 0 oJ � � I � U 0 ro jj a w 3/4" 1-3 4" 1" Z a 1 u 1 w•1 2 n N TYP. _ ..". pp TYP. TYP, � � Z OD . U � om I 7/16"0 HOLE (42) C!� z cN ' oo 0000000o0- - U a W Q I M o0000000000000- - + T � � � U? z N 00000000000000-- - - Paz + 2 �- J W u 1 7/16"0 MOUNTING HOLE O U LOJ < IJ Q T $� z 51 D \A j7 3/4r, 1-3 4" lip i Z 1 1-1 2 TYP. TYP, ITYP,jZO GRADE #R415DA4 INSULATOR O #WBKT1 WALL BRACKET O #G611441 BERMGB I I OIt _ GROUND RING I I 7/16 HOLE (16) n 5 GROUND BAR ASSEMBLY ETTS NO SCALE 6 6 6- 0 0 0 0C\l U. a HEAVY DUTY 0 o m Q EXOTHERMIC 2 NOTE; 1, ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION. INC, lk 7/1fi"0 MOUNTING HOLE r �� WELD N 1 � (2) 3 MNoww .. 0 0 �. 2QE_VIEW 2 L A N V I E W ` m - 30" OR 6" BELOW FROST LINE O1 #R415OA4 INSULATOR #WBKT1 WALL BRACKET 3� #GB114212ERSGS m 4 COPPER-CLAD STEEL c Q13 GROUND BAR ASSEMBLY (SECTOR) �' m rn -- GROUND OD — N0 SCALE m U 2 2-12 x 0 O U W NO SCALE N Drawing No. n NOTE, 1. ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC. cl i r an ca E 2 W 6 z a oavidihya53 C1/1�/2040 17:48;31 Q7 O V 0 A \ O r. CV m a m a Q Q a z LLI Y/ & T -ASS s R v] C-J/E s U O O r z � O a: lk4 P T SPR . 027 ( A )22 Q F- q ACIAVIA SITE EAS ■ . Q Q # S 'T E Im L` w a a o (6 w 628 FAEADIDVV S R E � 5 a w N W O p O_ ¢. O V Im -W o wQ WcnN � Q 0 AGAY/ ArA- BAASSACHUSETTS 01001 Ur w Q w N � > Q DRAWING NO. TITLE Q W o �. J T-1 TITLE o W a: °0 A--1 VICINITY PLAN N •• -� A--2 SITE PLAN a- 00 oa °' A--3 TOWER & ANTENNA DETAILS V) `� o 41z o �C2 •., ••. A-4 MISCELLANEOUS DETAILS P� E-1 ELECTRICAL PLAN DIRECTIONS TO SITE: I--90 MASS PIKE EXIT 4 TO 1--91 'US---5 �N� �qAC E--2 ELECTRICAL DETAILS TAKE US-5 (RIVERDALE STREET) INTO �� sT •�, �o� FST G AGAWAM, TURN LEFT ONTO MEADOW STREET - �, N aca � in PVE °titi s j 0 'n I Y . G�► m a u� U. o ao r �'E w S ,Ft �' Q .. W _.......� v Q . . . S0 � m Z . . . Q .. � OW Sl � uJW � I a . DayU pRCT W J cocA new W U Co U SOM00` S N � Z U � LOCATION MAP � zo a7IT� �� A��D�I�L U— S SITE SIATISTCS: NO SCALE AGAWAM PLAT NMG B0.",RD JC��n�.Y� C.Q! dodo e r UNDERLYING LANDOWNER: ANN T. HALL TRUSTEE/HALL DEVELOPMENT TRUST ZONING DISTRICT: INDUSTRIAL A 00 0 LATITUDE: 42'04'53.8"N 04 p CONSTRUCTION DOCUMENT APPROVAL DATE LONGITUDE: 72 3511 .1 W (GPS -- NAD83) U J GROUND ELEVATION AT BASE OF TOWER. 68.5 -- NGVD29(GPS ) RF ENGINEER BY: :=.r. p TYPE SITE: EXISTING MONOPOLE AT&T CONSTRUCTION COORDINATOR BY, JANUARY 14 2000 CLOUGHDrawing, HARE-30UR No. SITE ACQUISITION COORDINATOR BY: ".. H Al & ASSOCIATES LLP DRAWNG CWMIGNT ENGINEERS, SU , PLAN ERICSSON CONSTRUCTION/RBS: o ,�s� t_ANC7SCAF'E ARCHITECTSTml W III WINNERS CIRCLE - ALBANY, NEW YORK - 12205 P.O. BOX 5269 518-453--4500 0 UNDERLYING LANDOWNER BY: r' hvldH+r�+SS 01J19Jtq#G 1T�30:Si rn U r X i ?RUB m 3 u ►� N � �pN _ TOWER HEIGHTS: M Cw 5l 1 SITE 2 BEACON 1 — 91.5 AGL 146 a CENTER PANEL 1 - 124.2 AGL c CENTER PANEL 2 - 134.1 AGL MAP REF 1 CENTER PANES. 3 . 147,8 AGL BEACON 2 — 17&3 AGL i TOP TOWER -- 177.8 .AGL MAP REF N13--9--3 13-1-1 i I, zO STAB ROUE �' � f D V) z O U O t,.. n in Lr.a TOWN OF AGAWAM IRON PIPE CONC. MON ° ASSESSORS MAP N13 & 13 0 " s � w — a POLE r1 �t Q o pMH 12 < -W LANDS NTRUSTE£ �—' TENSION IRON PIPE Z �� ANN T. HALL POLEx W 5HE�T C MON ONC.DEVELOPMENT TRUST _jp w B. 4033, P. 154 - B. 3508, P. 20 a CL > Q pow LLJ f E 1 f / ARY IN 0 W _ -p so } EXISTING 12` ACCESS GATE Q V W = 0 F o W = .0 EXISTING GATE �ccF��c y C11 [ o ss } N w 'po Q y9� I EXISTING Uc a BUILDING 1 F 1 (!) � • 1 t y LANDS N/�' �""' 0 NEV CORP. p '<t \ 1 1 I} B. 9772, P. 20 ..... \ ` ` ASPF,ALTuj GRAVEL 2C LOCATION I U) LAT: 42--04-53.8 BENCHMARK LONG: 72-35-11.1 W } EXISTING BAD ELTIR y �w eta �i ELEV - 08.5 I EDUIPMENI C y a � 00 F. afv- oe, 03 lm ) U N 't I to 270 I ❑ [f 1 a 0 I � r � SITE _ W Uj to 1 W } 50 Q ~ Z cc } O 1 , EXISTING NEXTEL Q } y Z CO EQUIPMENT SHELTER } y Q c ! : "41 � (1] m z t #P Q K3 _ *< _ LANDS NI _ ❑ J L i • J -—TBACK 25 - A. HOLMESCL �n j t REAR R SEE MAP REFERENCE Y� I . I \ g' CHAINLINK F j Z I \ ONAYL u U LANDS MVPa � MAP REFERENCE:_ ROBERT L. ARCOUETTF � Z _ _ _ _ MAP ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS SURVEYED FOR _ & JEAN A. ARCDUETTE -- O ANN T. HALL, TRUSTEE OF THE HALL DEVELOPMENT TRUST" AS PREPARED BY S. 2462, P. 468 HERITAGE SURVEYS ON APRIL 10, 1987 AND FILED IN THE HAMPDEN COUNTY { _ _ OF DEEDS ON APRIL 23. 1987 IN PLAN BOOK 247, PAGE 84. }WNW l y U V Y NOTES- �� E • s d� 1. BASE MAPPING PREPARED BY CLOUGH, HARBOUR & ASSOCIATES LLP FROM A NOVEMBER 1999 FIELD SURVEY. 2. LATITUDE/LONGITUDE/ELEVATIONS WERE OBTAINED UTILIZING 0 BASED GPS REFERENCED TO MTS GPS BASE STATION. o CODE B "` MN LATITUDE/L.ONGITUDE ARE REFERENCED TO NAD83 MASSACHUSETTS I, MAINLAND ZONE. COORDINATES SHOWN, IF ANY, ARE EXPRESSED IN U.S. FEET. OW ' ELEVATIONS ARE REFERENCED TO NGVD 1929, TOP OF STRUCTURE HEIGHT AS SHOWN, IF ANY, DETERMINED BY VERTICAL ANGLE OR BY to rn as ACTUAL LOCATION, 3 FOR THIS PROJECT, CLOUGH, HARBOUR & ASSOCIATES LLP USED A TRIMBLE o N o N p N PATHFINDER 8 CHANNEL PRO XL GPS SYSTEM. TRIMBLE TECHNICAL SPECIFICATIONS STATE A HORIZONTAL DIFFERENTIALLY CORRECTED ACCURACY OF < 1 METER + 10ppm FOR THIS SYSTEM. GPS DIFFERENTIALLY CORRECTED VERTICAL ACCURACY IS GENERALLY o m CONSIDERED TO BE 1 1/2 — 2 TIMES THE HORIZONTAL ACCURACY SPECIFICATION, ALL ACCURACIES ARE SITE DEPENDANT, THE ROOF ELEVATION SHOWN, IF ANY, WAS COMPUTED m x m FROM GPS OBSERVATIONS, ALL OTHER ELEVATIONS WERE MEASURED ON SITE AND ARE SITE RELATIVE. VICINITY PLAN & � � 4. NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATION, SCALE: 1" - 20' A ! MAGNETIC ORIENTATION IS BASED ON SPRINGFIELD SOUTH MASSACHUSETTS USGS QUAD SHEET, Drawing No. 5. UNDERGROUND UTILITIES SHOWN, IF ANY, FROM FIELD LOCATION ONLY. 8. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. GRAPHIC SCALE PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE FROM TAX MAP AND DEED PLOT, 20 0 10 10 40 , 30 7. SUBJECT TO ANY STATE OF FACTS THAT AN UP—TO—DATE ABSTRACT OF TITLE WOULD DISCLOSE. q 8. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD. { IN FEET ) 9. A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & 1 inch ti 20 It ASSOCIATES, LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. r.vtdx.r••ss as�to�ta�o tr,sa,aa rn 1a 0 GENERAL NOTES: 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE MECH. ° N N 1, IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND 71 THE CONTRACTOR SHALL COMPLY NTH ALL REQUIRED PERMITS. COORDINATED WITH THE OWNER OR OWNERS REPRESENTATIVE AND THE UTIUTY OWNEF. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER �A AZIDdLMTb. � I�9 ��I BAD. CENTER (AGL) SIZE COLOR SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND (AcNK LIMTH MAY VARY) � OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT 8' BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE, INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, Rx1A 030 ALLGON AWS9016,02D NO Q' 175 FT BOTTOM 1 5/8" 205 FT GREEN ' INTERRUPTED. CERTIFICATES, ETC, 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES, -- TxA 030 ALLGON AW59016,02D 0' 175 FT BOTTOM 1 5/$" 243 FT GREEN/GREEN 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND 9. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE 14 ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY Rx2A 030 ALLGON AMS9016.02D NO 0' 175 FT BOTTOM 1 5/8" 205 FT GREEN/GREEN/GREEN im ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE OFF SITE MONUMENTATION. ANY MONUMENTATION DISTURBED OR € ALL RUBBISH, WASTE MATERIALS, UTTER, AND ALL FOREIGN SUBSTANCES. DESTROYED, AS JUDGED BY THE OWNER OR OWNERS REPRESENTATIVE THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS. Rx1B ISO ALLGON AW59016.02D NO 0` 175 FT BOTTOM 1 5/8" 205 FT BLUE REMOVE PETRO-CHEMICAL SPELLS, STAINS AND OTHER FOREIGN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE TXB 150 ALLGON AWS9016,02D 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE u' i DEPOSITS, RAKE GROUNDS TO A SMOOTH EVEN-TEXTURED SURFACE. SUPERVISION OF A LICENSED LAND SURVEYOR. AWAY FROM THE BUILDING AND THE TOWER, Rx26 15p ALLGON AW59016.02D NQ 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE/BLUE z 3. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE16. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY Rx1C 270 ALLGON AWS9016,02D NO 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE i GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION. ABUTTING THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED TxC 270 ALLGON AWS9016,02D -- 0' 175 F7 BOTTOM 1 5/8" 205 FT WHITE/WHITE o THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM IN A SAFE AND ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF Rx2C 270 ALLGON AWS9016.02D NO 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHfTE/YYHITE o SURFACE DRAINAGE DURING THE COURSE OF WORK. IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF 16 dBi (14418d), GAIN 90' HORIZONTAL --2' ELECTRICAL DOWNTILT TMA MODEL N/A SUCH PIPEUNES, SUBSURFACE STRUCTURES AND/OR UTILITIES } IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN o ANY WORK. 48 HOURS BEFORE YOU DIG, DRILL OR EXECUTING o m BLAST, CALL 1--888-DIG-SAFE ,IN11. 1 N 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING 7 z CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. - z OF ANY �"G w o z THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT a E REPRESENTATIVE. THE EXPRESSED APPROVAL OF THE OWNER OR OWNERS o NSI°N I S. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND uj ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE TWEET � � � DURING THE PERFORMANCE OF THIS CONTRACT. S + � � W 8, THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY MEADOW ' I DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS r I BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. NE I Q UNC)A F ` 4 v �� .• s� ,.,� O tig(T + � � qpp ¢ '9�, ` + EXISTING 12' ACCESS GATE W ¢ W j M4 qD pop < Z w [OC,�TON EXISTING GATE I Q < y > Q Ue I EXISTING LEI •16- £[Fc I BUILDING Q W I 0 IW- j .= +_ Q o W = 00 + LANDS NIF' N a 3 " I NEU CORP, 04 ++ B. 9772, P. 20 3 304 U) x + V) TRUE ELEC BOX TEL PED ASPHALT I N COf1C PAD I x I I EQUIPMENT , a � o 14• 1 LANDS N/F 1 EXISTING BAM EQU In 0 + 1 ANN T. HALL TRUSTEE + SHELTER N + HALL DEVELOPMENT TRUST r � - LO B. 4033, P. 154 B. 3508, P. 20 I ` + _ ry� rA ,f�E U 0 Q W IJ ""' `�' MM 2C LOCATION mmmm%b, IY W r do LAY: 42--04--53.8 N w 000,01 LONG; 72-35-11.1 W a 030 m �•••• W W N ; ELEV . 68.5 a x Rx1A EXISTING SPRINT EQUIPMENT PAD aW u z co p TOWER HEIGHTS: Rx2C A 1 = � (n z co Z BEACON 1 - 91.5 AGL NC FAD CABLE TRAY . U Q o C7 CENTER PANEL i 124.2 AGL 270 Txc �r `7"' W m U CENTER PANEL 3 = 147.8 AGL Rx1B it J Q 0 BEACON 2 - 178.3 AGL p - 0' �n '~ TOP TOWER - 177.8 AGL Tx ❑ V 1 W (� ' PAD CO C r U) Z Q m x26 15 W EQUIPMENT 25''4• CABLE ELEC METER _ CENTERLINE OF AN7FNNAS 712 BE TRAY ❑ Q z U Li PLACED A r 175' AGL aV EX/S77NG �l ..� Z q-3 7.8 MONOPO4C POW W 17 18'PREFAB Ei71fJ7PM£Nr SNEL TER U U + C4NC ON CONCRE7E SLAB N47H 4 17'f LONG CABLE MAY MOUN7ED GN " t I PAD TELCO Tt� ELEI/. = B ABOVF F7N/SH C�4AOE POLE SUPPGIR7M > -WaIR17r 11 Hr 1.=4) D OW 3YDE m Z I + CF A Tdt r SHEL 7FR T 1 EXISTING NEXTEL I 1 - EQUIPMENT SHELTER LANDS NIF sl N A. HOLMES B2,-c�• ' SEE MAP REFERENCEpG o X x K x o x a f e3 r O I �.- ..1• a) rn a) s qRY LINE: � BOUND "son wK m f ti x y m C ti [u7 I E SITE PLAN SCALE: 1 = 10 Drawing No. i GRAPHIC SCALE now__-- Am2 IN FEET 1 inch = 10 itr s :■veax■r■.ss at��olxa4a �tso,00 t . rn 1. GENERAL 6. CONCRETE (CONT.) o A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES `� N , SAFETY. SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY I, CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. a AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES, J. ADMIXTURES SHALL CONFORM TO' THE APPROPRIATE ASTM STANDARD AS DAMAGED DR OTHERWISE MISFITTING OR REFERENCED IN ACI-301. C. INCORRECTLY FABRICATED, NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER K. DO NOT WELD OR TACKWELD REINFORCING STEEL, PRIOR TO REMEDIAL OR CORRECTIVE ACTION, ANY SUCH ACTION SHALL • REQUIRE APPROVAL. L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PEPS - SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE CENTERLINE OF ANTENNAS 17V AGL. COORDINATE HIS WORK WITH THE WORK OF OTHERS. PLACEMENT. M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC, TO MATCH CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE COLOR. CONTINUOUSLY THROUGH JOINT. ROPOSED AT&T ANTENNAS zz - F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REQUIRED. M REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. 0, PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD DINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY z E• 2, DESIGN LOADS z A. WIND LOADS: PER THE STATE BUILDING CODE EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH B. PRESUMPTIVE BEARING CAPACITY, 2000 PSF CHUTES OR FORMWORK. U VERIFY SOIL BEARING CAPACITY WITH GEOTECHNICAL ENGINEERS REPORT) ( P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. � C. PREFABRICATED BUILDING: 40,000 LBS D. ROOF UNIFORM SNOW LOAD; 40 PSF (DRIFTED SNOW AS PER THE STATE BUILDING CODE,) Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING ANDH SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. EXfSTING ANTENNAS ®147.8' AGL 3. EXCAVATIONS/FOUNDATION R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS Q MATERIALS, CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM. ~ W B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL, N O Jv0 C. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND, EXISTING ANTENNAS ®134' AGL �-- CL a (D D. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE W -F O) REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO O W :3 0 REw W V) p . E. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. CLOUGH, HARBOUR & ASSOCIATES, LLP BY AT&T WIRELESS AND WIRELESS AND THE TOWER OWNER EXISTING ANTENNAS ®]24' AGL m a Z 0 THE TOWER OWNER. AT&T& Q Z N ,> Q F. FOOTING EXCAVATIONS SHALL BE CUT NEAT. ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS, INTEGRITY EXISTING TOWER, Q w .. I G. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND FOOTINGS AND REQUIRED IMPROVEMENTS OF AND TO THE EXIS N T , SHALL BE SW OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 95% EXISTING STRUCTURES, AND EXISTING SUPPORTS. � Z _ STANDARD PROCTOR DENSITY PER ASTM D-698. Q 3 Q w .= p - —GRADE SHALL BE REVIEWED AND ACCEPTED BY H. SUBGRADE BELOW SLAB ON N BEFORE CONCRETE SLAB PLACEMENT, ExIST]NG t��' MONOPOLE p� GEOTECHNICAL ENGINEER a- c%4 Lv M 4. ANTENNA SUPPORT BRACKET NOTES A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL 0 COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY 0 OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, 0 DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, -� DESIGN LOADS, AND ALL OTHER PERTINENT DATA. B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS n r, AND COAXIAL CABLES AS SHOWN. 5. STRUCTURAL STEEL NOTES 0 o o A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC "SPECIFICATION J W FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS , z 4:1 o P 4 J (j B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE 0 FROM STEEL MEETING THE REQUIREMENTS OF ASTM—A36 WITH A MINIMUM YIELD STRESS " ® m ❑ Il O ao OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM. W N SHED WITH ONE COAT 1z � W �CL } LO -. ALL BE WHEN DELIVERED, FINISHED � z C. ALL INTERIOR STRUCTURAL STEEL SHALL , � �- � W w FABRICATOR'S NON—LEAD RED OXIDE PRIMER, PRIMING SHALL BE PERFORMED AFTERco �` Q z Q } co SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, � AND WELDS IN THE FINI SHED U � z AREAS SHALL BE REPAIRED BY FIELD TOUCH—UP PRIOR """ U TO COMPLETION OF THE WORK. z � m z D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT—DIP GALVANIZED _ ❑ ACCORDING TO ASTM A123, TOUCH—UP FIELD WELDS AND ABRADED AREAS W/2 COATS -} Q � OF GALVANIZED PAINT. ANTENNA CLAMPS (TYP.) r+N 0❑ ❑ W �. � a. E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND ] U, W Z DETAILED ON STRUCTURAL DRAWINGS. F. CONNECTIONS: Li JAW a 1. WELD (SHIELDED METAL ARC) — ELECTRODES SHALL BE E70XX MINIMUM AND BE IN U U ACCORDANCE WITH AWS D1.1 UNLESS NOTED OTHERWISE. ANTENNA U 2. MINIMUM CAPACITY OF CONNECTIONS: FOR CONNECTIONS NOT DETAILED, Of PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 2 OF THE La La AISC MANUAL (9TH EDITION) IN THE SECTION ALLOWABLE LOADS ON BEAMS", FOR °' z THE GIVEN MEMBER AND STEEL SPECIFICATIONS. CONCENTRATED LOADS NEAR z SUPPORTS MUST BE ADDED. 270' TRUE Z 3. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL _ 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) PROPOSED CABLE TRAY ' AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE, MAY USE 5 8" DIA. GALVANIZED ASTM PROPOSED 12' X 18' AT&T 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING / EXISTING NEXTEL EQUIPMENT SHELTER Nv EnS6 "1 A307 BOLTS UNLESS NOTED OTHERWISE. EQUIPMENT SHELTER 6. CONCRETE A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO EXISTING CHAIN LINK a. THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACI 301 'o FENCE h BUILDINGS"; ACI 318, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. C, CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (t1.57.) WITH A MAXIMUM { 4" SLUMP AND HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 4000 PSI u , N CV N Q � o a UNLESS OTHERWISE NOTED. D. MAXIMUM AGGREGATE SIZE SHALL BE 1 — � E. THE FOLLOWING MATERIALS SHALL BE USED: t74N ANTENNAPLATFORM & YOUT NO SCALE L=1J1 1J1�1 ll ll�1 1L=ll L1 Ill 1 L1=�L ll �1 ll 11 L=111=ll ll1 lll ll1 J1 1L i11 ll Ill-Jl--lll ll. D �. PORTLAND CEMENT. ASTM C 150 TYPE I , � , � ,� ,,, � , � , � , ,,, 1, � ,,, ,� , �� „ �� ,, , � „ ,,, , � , ,,, � „ ,, , � „ „ ,,, „� �, � ,,, „� , � � ao m v � v REINFORCEMENT: ASTM A 185 NORMAL WEIGHT AGGREGATE: ASTM C 33 NOTE: 1. ANTENNA MOUNTING FRAME SHALL BE DESIGNED BY VALMONT. r WATER: DRINKABLE 'DON " ` F ADMIXTURES: NON—CHLORIDE CONTAINING 2. PAINT ANTENNAS AND FRAME TO MATCH THE NO SCALE rowing o. EXISTING POLE. F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM 3. PAINT USED FOR THE ANTENNAS SHALL BE NOTES 1. CONTRACTOR SHALL COORDINATE EXACT ANTENNA ATTACHMENT. YIELD STRENGTH Fy = 60 KSI. REINFORCING DETAILS SHALL BE IN "RF TRANSPARENT'" TYPE AS APPROVED BY AT&T. N 2. ANTENNAS TO BE INSTALLED WITH DOWNTILT BRACKETS. m� ACCORDANCE WITH THE LATEST EDITION OF ACI 315. G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: A�3 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3" � z 2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2 3. SLABS....................................................3/4 4, ALL OTHER CONCRETE.....................................1 1/2" a awldNnw55 LS110/2Gti6 �T:49:38 _ --` --- rn `. O (TYP) c N m • 0� a U r-- . -- .,,...^ .,,.. .._. .._.. - - -- -- ..,.. ...., - -- - - - --- --- - - 3/4" DIA, A325N ANCHOR BOLTS ao • j j 1420' CONC SLAB SHELTER 1/4 I j BASE FRAME ip I BM FLANGE - -] I �Pl_ 12"x12" j 3" 6" 1 j ! I I o 1 j � j I T/STL T/CONC SHELTER BEARING i SLAB ANCHOR BOLT a PLATE (TYP) 12 x18 SHELTER (TYP) 0 SEE 2 I I o q Lu f �-- - - - - -- - -- -- -- - - - - - - - - - - - -- -- --- - --- - - - .1 . - - TYP TYP 3/16 a 7'-6" 7,-6" tom'} 2 O - NO SCALE p NOTE: CONTRACTOR SHALL VERIFY SHELTER BASE Q J O FRAME CONSTRUCTION PRIOR TO WELDING (/5 2 TO BEARING PLATES. }._. W 05 O W ¢ 0 1 SHELIER PLAN VIE 0 w • A-2 NO SCALE d ¢ Cn ? Q D 0 W •L < u W w V) z .o 3 O J W 2 °o N 3 N w W W :+.+ N (� m >, (n p 4L- O W a 0 (I IL 0 FENCE CAP ❑ i <.w CABLE TRAY ❑ < I Y U) in 0- o00 GRIP STRUT W ' 3 a '- W W 3/8" DIA THREADED ROD Z .# SNAP-IN HANGER FOR Q } ' COAX CABLE (TYP) (n z CO00 3 ROWS OF GALV (�jJ Z❑ m z° P1000 UNISTRUT = ❑ .`� 3" DIA SCH 40 ❑ u W 2 «� iL PROPOSED SWELTER PIPE COLUMN FOR WAVEGUIDE SUPPORT ❑ `�+ Z " CHAMFER #4®12" EW (TYP ALL SIDES) Q 1 a U ; 6" CONCRETE SLAB .J 6" EXPOSED W J U CONCRETE 2" CLR CONCRETE U ' PIPE BASE EXISTING AND FINISH GRADE ' mll POLY ON PROPOSED UNDISTURBED ` W SD GRADE ][— oa° 00° °0 °°° c°°° aaoo°°° ° °° ° ° ° °° a oa °°o° ° ° a Oa v a ao °° a a a °°Qo 000 o oo Z t "I'"lly ---- \ \ 4D n i 6" CRUSHED STONE (MIN.) t \ ♦ PG�� ETTs b3 $" UNDISTURBED SUBGRADE (BEDROCK OR STRUCTURAL FILL) Y p Q� MNOY+IY1 37SHELTEE S B JUTAIL A-2 NO SCALE 1'-0" DIA NOTES: 1, PROVIDE CORNER BARS AT EACH CORNER OF PAD, o cv o o \c� oa cv \ \ BAR SIZE SHALL MATCH HORIZONTAL REINF. 04 04 c*4 ,. g 2, COORDINATE LOCATION OF UTILITY PENETRATION THRU 4 -CABLEP SHELTER SLAB WITH ELECTRICAL DRAWINGS. A-2 NO SCALE . 3, CONTRACTOR SHALT. WATER STOP ALL CONDUIT NOTE: ICE BRIDGE SHALL SPAN NO MORE THAN 6'-0" m . m m PENETRATIONS THRU SLAB AND SHELTER. • r BETWEEN SUPPORTS. cp N 4. COORDINATE SLAB PLAN W/ SHELTER MFR. " Y o 6 n Drawing No, r m d A 4 J O r TavidWsyssSS 01/10/2040 M4903 0 CV 7BUY r N w m � -- -- — -- -- UNDERGROUND CONDUIT a 14, , d �rr..rrrrrr #2 AWG GROUNDING CONDUCTOR A? Q METER Q � 12 GROUND BAR 11 3 .�. .�r-'"'�`'� MAXIMUM/8* x1 S 0* C PPE R aCLAD GROUND ROD. MINIMUM SPACING 10'-00, •�.r r �,. \ EXISTING METALLIC FENCE & NEW � o 1 \ 7 5 ® INDICATES CODED NOTE NUMBER \\ E-2 \ E1 DETAIL NUMBER o g DRAWING NUMBER LOCATION o LLJ __ , - - - o Lf - \ ♦�♦ 1, ALL CONDUCTORS SHALL BE COPPER, ALUMINUM CONDUCTORS SHALL NOT BE USED, Q 6 ♦♦ `♦ `♦ 2. CAP ALL EMPTY CONDUITS AT BOTH ENDS. SEAL ALL CONDUITS WITH PULL CORDS dt W 8 `♦ CONDUITS WITH GROUND WIRES, N I E_2 ,�,�,ISTING SHELTER O .0 EXl5T1NG SHELTER TYP, 3. COORDINATE ALL PENETRATION LOCATIONS WITH ACTUAL BUILDING PLANS, 10 4, DRAWINGS WERE COMPLETED BEFORE UTILITIES COULD CONFIRM SOURCE OF SERVICES. ¢ Z Q 1 ` `♦ DRAWINGS ARE BASED UPON SITE OBSERVATIONS ONLY. (f} < •}+ `♦` ♦ CL ♦� � ♦` W ¢ Np 4 LIJ N` \` rrr—rrrr �rwrr� 'I 1r. ¢ I 6 1 Q r- 7 1 E-2 1 N w (D -v + W :3V) ' 10 04 ` 1 1 W 2 I E-2 ; `♦ i + CODED NOTES F 2"C. w/(3)#3/0 +#6G. W 2"C. w/(3)#3/0 + #6G TO BUILDING DISTRIBUTION SYSTEM. COORDINATE Q y o EXACT TERMINATION LOCATION WITH OWNER, (n TELEPHONE CONDUIT WITH PULL WIRE, 1 AT&T PREFAB " / N 0 ` EOLlIPMENT l O T4 BPUILDINGSTELEPHONE BACKBOARD COORDINATE EXACT TERMINATTION j N ' SHELTER LOCATION WITH OWNER. J U N EXTERIOR GROUND RING. J i U EXISTING SHELTER ,, 1 ' � U � BUILDING MOUNTED GROUND BAR, m a 1I It 7 TOWER MOUNTED GROUND BAR. �� r o QW W3 ANTENNA GROUND BAR. I- z Q CONNECTION FROM EXTERIOR GROUND RING TO INTERIOR HALO. Q y- o EXISTINGSHEtT£R l 1 Z a00o 10 CONNECT TO EXISTING EXTERIOR GROUND RING. LOCATE IN FIELD. U ❑ Q c x , TLO m 11 EXISTING METERBANK WITH 2O0A METER SOCKET FOR AT&T PCS I ❑ 4 ? EQUIPMENT, METER PER UTILITY, PROVIDE 20OA/2P FUSED DIS- ,..... CONNECT SWITCH. ❑ W 0- } ti TYP. 1 12 EXISTING TELCO DEMARCATION POINT. ❑ ui i 1 t Z 0Q1 r U W y .�� U 2 _ _ ;` ,1 - ! , rrwrrrwrrwrrr a�t_ 0 Z 00 ` ` r 1 3 >C ` 4 AT&T PREFAB !j E o EQUIPMENT MELTER r 11 EXISTING SHELTER r ,1 l � i O 03 I o ; 1 rn rn ah �lc-q� ----------------- ° TYP, x in 4 � u 0 d U Drawing No. N N a ENLARGED EQUIPMENT AREA -- GROUNDING PLAN PARTIAL-SITE - POWER & TELEPHONE PLAN SCALE: 3/8" SCALE: 1/4" 1`-0" E 1 W a z A j 7 MridHansii 01/10/1040 1T14802 I r O { 0 A TIE Iti70 EXISTING TIE INTO EXISTING EXTEF�OR GROUND RING EXTERIOR GROUND RING LGCA—E IN FIELD LOCATE IN FIELD a U t a I I 1 � o < EXTERIOR GROUND RING WITH GROUND RODS AS INDICATED ON GROUNDING PLAN I o ____ ----r-------- ---r_.........__.�T..._�..... --_..__.T......__----..--- -- _--^.,_----7------_—..^.. --------------i UNDERGROUND UTILITY BACKFfLL WARNING TAPE + I I I I r I I I SEE NOTE FINISHED GRADE �`" TOWER GROUND BAR A 7,11 NTI:RIOR KA�(: I VqC TELEPHONE j EXISTING CABLE TRAY z PI_ACE�'} EwUll �"i=.v7 L+C SERVICE SERVICE FENCE &SUPPORTSTYP. 2 +TELECOMMUNICATION CABLE TRAYCABLE SHEATHW CUT EDGE EACH z I i H;v '+ ", `;+...' -7 / SIDE IF REQUIRED) o I S.: ,�.i`n>.�'.7:= r•. ( REQU RED U I F P ;;:.' 'r .a T cl� ! I 3" SAND ENVELOPE �; �'` 0 I SURROUNDING �4= ;;=;1 ' ` ` ONE OR TWO CONDUITS I I ;'�'';� `^.r.;•':; ,�,;Y`: AS REQUIRED. SEE SITE I I CONDUIT PLANS. o o, I I j N 12 5 3 BUILDING GROUND BAR i MASTER GROUND BAR ANTENNA GROUND BAR (TYP. OF 3) 1 I I NOTE: REPLACE EXISTING SURFACE CONDITIONS IN KIND TO INCLUDE, Q I I BUT NOT LIMITED TO: CONCRETE, CRUSHED STONE, SELECT U E GRAVEL, ASPHALT CONCRETE, TOPSOIL AND GRASS. y TELECOMMUNICATION CABLE TRAY C 8L£ TRAY ANTENNA rLECOMMUNICATITRAYWELDON HEAVY DUTY EXOTHERMIC 0 0 CABLE SHEATH PLAc FRAME CABLE SHEATH CABLE 2 UNDERGROUND CONDUITS � o .� NO SCALE FENCE POST SOLID TINNED GROUND a- Q (/) > v 0 I WIRE � I � J '� o Q ,,Www :3CONNECTION TYPE TO EQUIPMENT AND GROUND BATS SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER AND OWNER, W Q W Y/ 0 L-,,('--TENSION WIRE Q a 0)o .. r J �> Q LEGEND HEAVY DUTY EXOTHERMIC WELD Q ``' Q N QQ 5/$" x 10'-0" COPPER CLAD GROUND ROD. y; WITH CORROSION PROTECTION LD U W 0 „Q EXTERIOR GROUND RING Q off,,, W = 0 ------- #2 AWG BARE SOLID TINNED COPPER GROUND WIRE. h___-- .._.! hJ © 0 N W w Q) .3 #6 AWG BARE SOLID TINNED COPPER GROUND WIRE, J =3 (n I 30" OR 6" BELOW FROST LINE co W 3 m 4) GROUND BAR ------- #4/0 AWG FLEXIBLE COPPER BRAID 3 EXISTING FENCE -- GROUNDING '' o o � � � NO SCALE_ w 1 SCHEMATIC DIAGRAM - GROUNDING SYSTEM V) ._ NO SCALE a EL � F- N Ln o ] 'r'J ZW N ¢ D � z CO U0 W e } 34" �... � W � � a W a } z 1-3 4 1 W 9 ' 1-1 2" TYP. TYP. TYP. ..� W rl r \ Q W 00 z ap s i 7/16"0 HOLE (42) O "' m d = o ._jQ N 00 000000000- - C� � 0 .o OOOO000000000 ( - - � - � WTICL F-- z 2 N 00000000000000- - - p < 0 J W � 7/16"0 MOUNTING HOLE O u v 1 O U 3 I;2} 1'-01) SIDE VIEW P L A N V I E W " " T 2 z 1" 1—i 2" 3/4 1-3 4 1 ■i TYP. TYP, TYP. z� 3 GRADE 1 #R415DA4 INSULATOR Z #WBKT1 WALL BRACKET 3 #GBI1441BERMGB I I u Y o 0 0 0 o GROUND RING it 7/16-0 HOLE (16) � 5 GROUND BAR ASSEMBLY NO SCALE errs �- Nr _ 00000- - + - � HEAVY DUTY :- — �U-0 �}+ Q+ Q+ 0 0 a EXOTHERMIC 2 + o W � �, z WELD NOTE: 1. ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC, 7/16"� MOUNTING HOLE r OR 1 two i- t2} M 0 3 0 n Qf � Os SIDE VIEW I E W C 30" OR 6" BELOW FROST LINE 1 N N O #R415OA4 INSULATOR #WBKT1 WALL BRACKET 3O #GB114212ERSGB - m ` � 4 COPPER-CLAD STEEL 67 GROUND BAR ASSEMBLY (SECTOR) � � � , _( � o GROUND ROD No SCALE riNO SCALE o o€ cs N a h Drawing No. n NQIE,-. 1. ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC. a j r m m W Em2 4 Z !tl .7i :i Dav/dR%Y**SS DI MIND 1T:45:71 a� a o N 5, TRUIRCL m N a � Ow 5� E 13-1--2 TOWER HEIGHT'S; m = : MEN SITE BEACON 1 -- 91.5 AGL 14 o O 1y 13- - CENTER PANEL 1 - 124.2 AGL MAP REF 1 a 'n CENTER PANEL 3 m 147,8 AGL N BEACON 2 - 178.3 AGL TOP TOWER - 177.8 AGL MAP REF N13-9-3 13-1--1 S'�A� RpU�E 5 2 Of w o_ of Q w 0 w TOWN OF AGAWAM IRON PIPE CONC, MON ° Cn D ASSESSORS MAP N13 & 13 0 > a POLE r-� a I MH Q O O + a LANDS NIP x�N540N IRON PIPE W Q Z O ANN T. HALL TRUSTEE �.--7 HALL DEVELOPMENT 7RUST POLE S.�EET E colvc, MON r l _ _ - < J y O B, 4033, P. 154 — B. 3508, P. 20 y�� MEADO ¢ Q 0- Q) Ld l Q W H C] — l—�s'I EXISTING 12' ACCESS GATE Q o V w = O EXISTING GATE qlr N w ' BUILDING TI Z3 I NG O Q ti r N 3 m ` F�F� o ti w O Q LANDS N141F O NEU CORP. f®r 1 7 C] � '� a 4 4 72, P. 2 0 Iwr ASPHALT Q, ti . GRAVEL t 2C LOCATION - J I i p It BENCHMARK 1 I LONG: 72-35-1181 W SIIEETER t EXISTING I3AM �+�+E era ELEV - 68.3 y E4L31PMENT t Nto eat 1 Al � z t� � l 1�, �03 ri J r o ?1 Al d x :1j zw Z iml < z Y Lo` 270 I mUf � [1 o �. oil SITE � � W �W � � I I �— V 0- Lu 50 QaWQ Z o0 n EXISTING NEXTEL I Q EQUIPMENT SHELTER x I t T• (} z m Z LAMES N11F I ❑ J Q. 4� L.-REAR gETBA 2�, t SEE AMAPRSNCE a \� z .j ❑ a0 \ g' CH04LI K E�' J z � o v U U V LANDS NIP MAP REFERENCE: Y 95 cn W ROBERT L. ARCOUETTE a MAP ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS SURVEYED FOR _ do JEAN A. ARCOUEnE' �0 z ANN T. HALL, TRUSTEE OF THE HALL DEVELOPMENT TRUST" AS PREPARED BY B. 2462, P. 468 HERITAGE SURVEYS ON APRIL 10, 1987 AND FILED IN THE HAMPDEN COUNTY r Q OF DEEDS ON APRIL 23, 1987 IN PLAN BOOK 247, PAGE 84. } I o A"ALT t I 1 SURVEY NOTES: "'' fT�sd�, � o a 1, BASE MAPPING PREPARED BY CLOUGH, HARBOUR & ASSOCIATES LLP �� 4 FROM A NQVEMBER 1999 FIELD SURVEY. 0 a 2. LATITUDE/LONGITUDE/ELEVATIONS WERE OBTAINED UTILIZING c Q � CODE BASED GPS REFERENCED TO MTS GPS BASE STATION. LATITUDE/LONGITUDE ARE REFERENCED TO NAD83 MASSACHUSETTS "` wOrvv1 MAINLAND ZONE, COORDINATES SHOWN, IF ANY, ARE EXPRESSED IN U.S, FEET, �.. ELEVATIONS ARE REFERENCED TO NGVD 1929. TOP OF STRUCTURE HEIGHT AS SHOWN, IF ANY, DETERMINED BY VERTICAL ANGLE OR BY ACTUAL LOCATION. 3, FOR THIS PROJECT, CLOUGH, HARBOUR & ASSOCIATES LLP USED A 'fRIMBLE o o d 0) PATHFINDER 8 CHANNEL PRO XL GPS SYSTEM, TRIMBLE TECHNICAL SPECIFICATIONS STATE A HORIZONTAL DIFFERENTIALLY CORRECTED ACCURACY OF < 1 METER + tOppm FOR THIS SYSTEM. GPS DIFFERENTIALLY CORRECTED VERTICAL ACCURACY IS GENERALLY o m CONSIDERED TO BE 1 1/2 - 2 TIMES THE HORIZONTAL ACCURACY SPECIFICATION. ALL ACCURACIES ARE SITE DEPENDANT. THE ROOF ELEVATION SHOWN, IF ANY, WAS COMPUTED FROM GPS OBSERVATIONS, ALL OTHER ELEVATIONS WERE MEASURED ON SITE AND ARE m SITE RELATIVE. I N I Q . 4; NORTH ORIENTATION IS TRUE NORTH BASED ON GPS OBSERVATION, SCALE: 1"- 20'LAN- MAGNETIC ORIENTATION IS BASED ON SPRINGFIELD SOUTH MASSACHUSETTS USGS QUAD SHEET, Drawing No. 5. UNDERGROUND UTILITIES SHOWN, IF ANY, FROM FIELD LOCATION ONLY, 6. SUBJECT TO ANY STATE OF FACTS THAT AN ACCURATE BOUNDARY SURVEY WOULD DISCLOSE. GRAPHIC SCALE PROPERTY LINES ARE ONLY SHOWN AS APPROXIMATE FROM TAX MAP AND DEED PLOT. 7. SUBJECT TO ANY STATE OF FACTS THAT AN UP-TO-DATE ABSTRACT OF TITLE WOULD 20 0 10 20 40 e0 DISCLOSE. A-1 8. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD, 9, A BOUNDARY SURVEY WAS NOT PERFORMED BY CLOUGH, HARBOUR & { IN FEET � ASSOCIATES, LLP IN CONJUNCTION WITH THE PREPARATION OF THIS SITE. I inch - 20 It �sss a�rasrxoaa or:sr:�� . GENERAL NOTES: RF 12. ALL UTILITY WORK INVOLVING CONNECTIONS TO EXISTING SYSTEMS SHALL BE SCHEDULE 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND 7. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS, MECH, N COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER. � SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER 9�A AZIMU11i MAKE MQREL MA DOWNTILT RAD. CENTER AGL) Q CABLE SIZE AP(AMAL CABLE LENGTH �QLQg OTHER CONTRACTORS TO ENSURE THAT WORK PROGRESSION IS NOT 8, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. � {�c�u,u ud�cnr MAY v►rt» INTERRUPTED. INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, Rx1A 030 ALLGON 90162 NO 0' 175 FT BOTTOM 1 5/8" 205 FT GREEN CERTIFICATES, ETC, 13. MAINTAIN FLOW FOR ALL EXISTING UTILITIES, " 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND 9 THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE TxA 030 ALLGON 90162 -- 0 175 FT BOTTOM 1 5/8 205 FT GREEN/GREEN Q ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE OFF SITE MONUMENTATION. ANY MONUMENTATION DISTURBED OR 14. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY Rx2A 030 ALLGON 90162 NO 0' 175 FT BOTTOM 1 5/8" 205 FT GREEN/GREEN/GREEN ALL RUBBISH, WASTE MATERIALS, LITTER, AND ALL FOREIGN SUBSTANCES. DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS. RxIB 150 ALLGON 90162 NO 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE `c REMOVE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE 15. CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE TxB 150 ALLGON 90162 -- 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN--TEXTURED SURFACE. SUPERVISION OF A LICENSED LAND SURVEYOR. p AWAY FROM THE BUILDING AND THE TOWER. Rx2B 150 ALLGON 90162 NO 0' 175 FT BOTTOM 1 5/8" 205 FT BLUE/BLUE/BLUE 3, THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- 10. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SHALL BE DONE Rx1C 270 ALLGON 90162 NO 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST IN IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION, THE WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM TxC 270 ALLGON 90162 ---- 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHITE THE LOCATIONS INDICATED. IN PARTICULAR, THE CONTRACTOR 11. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND THE MAINTENANCE OF Rx2C 270 ALLGON 90162 NO 0' 175 FT BOTTOM 1 5/8" 205 FT WHITE/WHITE/WHITE IS WARNED THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SURFACE DRAINAGE DURING THE COURSE OF WORK. SUCH PIPELINES, SUBSURFACE STRUCTURES AND/OR UTILITIES 16 d81 (14d13d) GAIN 90' HORIZONTAL --2' ELECTRICAL DOWNTILT TMA MODEL # N/A IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN; AND IT SHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE IN EXECUTING ANY WORK, 48 HOURS BEFORE YOU DIG, DRILL OR BLAST, CALL 1-888-DIG-SAFE 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING J """ " OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT ow_ LLJ THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE. 0 - - 5 CONTRACTORTHE COOPERATE ALL OTHER CONTRACTORS PERFORMINGWORKON THIS JOB SITE Ex�NS�ON ` I DURING THE PERFORMANCE OF THIS CONTRACT. 5'rREET �\ I tj N Cn 6. THE CONTRACTOR SHALL RESTORE ALL PUBLIC OR PRIVATE PROPERTY MtrA�O -� I v DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS �� I BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S I ^ REPRESENTATIVE. z I Q VARY ENE \\ U I N W BOON \� 0 O gsoy I fz a > - 0 uj EXISTING 12' ACCESS GATE W O S�'po ' LL' � y cn o 0 1 Q COC�'10 EXISTING GATE I Q Q Q Q ...J .L U EXISTING Q � I � `\�0 I BUILDING Q � �` W �� I ' w J = .- Ir , o v) W = o a --_--�-'---- I LANDS A/I N Q 3 X I NEU CORP. 11 8. 9772, P 20 N m TRUE 0 ELEC BOX TEL PED ASPHALT I 0 I MNG' I W 1 tN CoNC I 14• L 1 1 EX45T1NG SAM EQUIPMENT I a I--01 cq i!} LANDS NIF I I z W U N ANN T. HALL 7RUS7EE I SHELTER I m m I HALL DEVELOPMENT TRUST I I J Z W r B. 4033, P. 154 - S. 3508, P. 20 I I - D Lo Q U Y L m � a [1 p o0 2C LOCATION tY - - W Ul >_ n LAT: 42-04-53.8 N W LONG: 72--35-11.1 W m 0 E LEV _ 68.5 030 Q ❑ a W Q F- Rx1 A Q } Q Z EXISTING SPRINT EQUIPMENT PAD W 00 Cl TOWER HEIGHTS: Rx2C A ELO lz o0 I CENTER PANEL115� 2 W 4,2 AGL NC PAD CABLE TRAY z [n z ` CENTER PANEL 2 134.1 AGL 270 TxC Q -j CENTER PANEL 3 = 147.8 AGL Rx18 O�n W J Q BEACON 2 - 178.3 AGL � Y) j Z TOP TOWER - 177.8 AGL m Tx _ x CONC PAD ¢ ] z C _ CABLE 2B 15 W EQUIPMENT 25'-0• r ELEC METER aW7ERUNE Or AN&WNAS 717 BE TRAY - U PLACED AT 175 AGY GIN EX/S;7NG - - _ I •••� r� W A-3 177,8 MOlAl0 cmc ,�, } I POWER W Q 1 u U 1T f LONG CABLE ?RAY MOUMED OW '' I 11 PADC TIaCO U 4 P" suPPaRrm I t � A—4 I PRo ocsED 12' x 18'PREFAB sx#PMENr ma?E]P < 95 cm W l I 01V A COWCRE7E STAB NTHcm I I 70P ELEV. 6" ABOVE RN/&Y 07ADE 1 3 L z z EXISTING NEXTEL I I u _ EQUIPMENT SHELTER x I 11 LANCES N11F \ ,v A. HOLMES ETTS SEE; MAP REFERENCE cz x x k O 6 4 z x ` 0� O a co � Q. .�. o Oyi o 0) o rn eOUNpARY LINE I I vmpm log 1 v m SITE PLAN O o U SCALE: 1 = 10 . Drawing No. GRAPHIC SCALE 14 0 5 ,o � { IN FEET 1 inch 10 ft 3 YFSSS Oi/a5/2L}4Q 07:56;18 , rn 1. GENERAL 6. CONCRETE (CONT.) 0 A. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION H. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REINFORCEMENT SPLICES SAFETY. SHALL MEET CLASS B, TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES PROVISIONS OF ACI 318 LATEST EDITION, UNLESS NOTED OTHERWISE. a � BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY I. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309, a ~ AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES, J, ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS C. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFITT1NG OR REFERENCED IN ACI-301. o 0 NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER K. DO NOT WELD OR TACKWELD REINFORCING STEEL. PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL, L. ALL DOWELS, ANCHOR BOLTS, EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, PIPING, WATERSTOPS, INSERTS, GROUNDS AND ALL OTHER EMBEDDED D. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE _ CENTERLINE OF ANTENNAS s 175' AGL COORDINATE HIS WORK WITH THE WORK OF OTHERS. PLACEMENT, E. PAINT ALL ANTENNAS, MOUNTING HARDWARE, CABLES, CABLE TRAYS, ETC, TO MATCH M. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE EXISTING STRUCTURE PER OWNER REQUIREMENTS. OWNER SHALL APPROVE. COLOR. CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT OPOSED AT&T ANTENNAS CONTINUOUSLY THROUGH JOINT. F. ALL DAMAGED, MARRED, SCRAPED, ABRADED, ETC. AREAS OF EXISTING PAINT SHALL BE N. REINFORCEMENT SHALL BE COLD BENT WHENEVER BLINDING IS REQUIRED, REPAIRED PER OWNERS REQUIREMENTS. OWNER SHALL APPROVE COLOR. 0, PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD � 2. DESIGN LOADS JOINTS AND OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY A. WIND LOADS: PER THE STATE BUILDING CODE EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH B. PRESUMPTIVE BEARING CAPACITY: 2000 PSF CHUTES OR FORMWORK. (VERIFY SOIL BEARING CAPACITY WITH GEOTECHNICAL ENGINEERS REPORT) C. PREFABRICATED BUILDING: 40,000 LBS P. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. Q D. ROOF UNIFORM SNOW LOAD: 40 PSF (DRIFTED SNOW AS PER THE STATE BUILDING CODE.) Q. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND F SETTING PERIOD, OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. EXISTING ANTENNAS ®147.8' AGL ' 3, EXCAVATIONS/FOUNDATION A. FOUNDATION EXCAVATION SHALL BE HAND-TRIMMED TO REMOVE LOOSE R. FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT, CONFORM TO Q^ APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS MATERIALS. CONTAINING CHLORIDE, CALCIUM, SALTS, ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAYS MINIMUM, W B. EXTERIOR FOUNDATION BACKFILL SHALL BE SELECTED GRANULAR FILL. � 0 C. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. EXISTING ANTENNAS 0134' AGL I J O � Q ¢ � 0 D. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY GEOTECHNICAL ENGINEER, I— WHICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE m Ld W *3 O REWORKED TO SATISFACTION OF GEOTECHNICAL ENGINEER. THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED TO W cl V) 0 E. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. CLOUGH, HARBOUR & ASSOCIATES, LLP BY AT&T WIRELESS AND EXISTING ANTENNAS 0124 AGL < Q THE TOWER OWNER, AT&T WIRELESS AND THE TOWER OWNER Q Z F. FOOLING EXCAVATIONS SHALL BE CUT NEAT, ASSUME ALL LIABILITY FOR ALL STRUCTURAL ANALYSIS, INTEGRITY � z N '� G. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS-ON-GRADE AND FOOTINGS AND REQUIRED IMPROVEMENTS OF AND TO THE EXISTING TOWER Q o N SHALL BE "SW" OR BETTER PER ASTM D-2487 COMPACTED TO A MINIMUM 95% EXISTING STRUCTURES, AND EXISTING SUPPORTS. Z. ..� _ STANDARD PROCTOR DENSITY PER ASTM D-698. Q o Q W = 00 H. SUBGRADE BELOW SLAB-ON-GRADE SHALL BE REVIEWED AND ACCEPTED BY N ExISTING 177' MONOPOLE . 0 °;8 GEOTECHNICAL ENGINEER BEFORE CONCRETE SLAB PLACEMENT. N 4. ANTENNA SUPPORT BRACKET NOTES 00 LIE Fn A. DESIGN RESPONSIBILITY OF ANTENNA MOUNTING BRACKETS AND POLES AND ALL c° COMPONENTS THERE OF AND ATTACHMENT THERE TO SHALL BE THE RESPONSIBILITY O0 0 OF THE MANUFACTURER. MFR SHALL PROVIDE TO THE ENGINEER FOR APPROVAL, O d- DRAWINGS DETAILING ALL COMPONENTS OF THE ASSEMBLY, INCLUDING CONNECTIONS, �,. i� DESIGN LOADS, AND ALL OTHER PERTINENT DATA, � ` Ld B. BRACKETS SHALL BE DESIGNED TO SUPPORT CURRENT AND FUTURE PANEL ANTENNAS AND COAXIAL CABLES AS SHOWN. w- 5. STRUCTURAL STEEL NOTES a z n o o A. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AIGC "SPECIFICATION ❑ J Lu Z W FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", O Jz �_ B. STEEL ANGLES, BASE PLATES, BEARING PLATES AND MISC. FABRICATION SHALL BE MADE � Q I Y t FROM STEEL MEETING THE REQUIREMENTS OF ASTM-A36 WITH A MINIMUM YIELD STRESS X a L] � OF 36 KSI. ALL STEEL TUBES AND PIPES SHALL BE A500 STEEL MINIMUM. W 8 m d CO C. ALL INTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, FINISHED WITH ONE COAT W ? N FABRICATOR'S NON-LEAD RED OXIDE PRIMER. PRIMING SHALL BE PERFORMED AFTER a Q ❑ a- Li SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, r• AND WELDS IN THE FINISHED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR _ .... j U 00 co TO COMPLETION OF THE WORK. Q z d D. ALL EXTERIOR STRUCTURAL STEEL SHALL BE, WHEN DELIVERED, HOT-DIP GALVANIZED T U) z m z ACCORDING TO ASTM A123. TOUCH-UP FIELD WELDS AND ABRADED AREAS W/2 COATS ' I ❑ Q Q OF GALVANIZED PAINT, ANTENNA CLAMPS (TYP.) ❑ M 1E o E. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND ❑ rn W DETAILED ON STRUCTURAL DRAWINGS. UJ z < F. CONNECTIONS: J� ❑ Q Z 1. WELD (SHIELDED METAL ARC) - ELECTRODES SHALL BE E70XX MINIMUM AND BE IN ,,,o ..J IJ_I J ACCORDANCE WITH AWS D1.1 UNLESS NOTED OTHERWISE. U u_ w 2. MINIMUM CAPACITY OF CONNECTIONS: FOR CONNECTIONS NOT DETAILED, ANTENNA PROVIDE CONNECTION CAPACITY OF AT LEAST THAT REQUIRED BY PART 2 OF THE _ V AISC MANUAL (9TH EDITION) IN THE SECTION "ALLOWABLE LOADS ON BEAMS% FOR r m w THE GIVEN MEMBER AND STEEL SPECIFICATIONS. CONCENTRATED LOADS NEAR T o m z SUPPORTS MUST BE ADDED. 270' TRUE z 3. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO REVIEW AND APPROVAL a a 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4" DIA.) PROPOSED CABLE TRAY AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE, 5. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM PROPOSED 12' X 18' AT&T A307 BOLTS UNLESS NOTED OTHERWISE. EXISTING NEXTEL EQUIPMENT SHELTER J IETTS d 6. CONCRETE EQUIPMENT SHELTER PAN o�y, %., A. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO EXISTING CHAIN LINK o tn G o m THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES: ACE 301 os, --------1 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"; ACI 318, N "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; ��6 MMoww B. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. C. CONCRETE SHALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (f1.5%) WITH A MAXIMUM 4" SLUMP. AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI N o N o UNLESS OTHERWISE NOTED. N N D. MAXIMUM AGGREGATE SIZE SHALL BE 1*. w\/11v111v E. THE FOLLOWING MATERIALS SHALL BE USED: A N NN PL ORM - E- I-i I-i-L a-Li I- PORTLAND CEMENT: ASTM C 150, TYPE I — NO SCALE lliii� I �,iiFllhill�iii�,i,��ii�ii,ILtiiilliii� �ii,� flII,Fli,i,f�liiil�iiil�i�i ll3i,� lfii�-��ir��',ii� lliiik��iiil li11 oil ij,-�ii,'-�iii� �iii�i�iL,i,l_Iliir l �iii�- m � . REINFORCEMENT: ASTM A 185 m a NORMAL WEIGHT AGGREGATE: ASTM C 33 NOTE: 1. ANTENNA MOUNTING FRAME SHALL BE DESIGNED BY VALMONT. (n d U) v s= WATER: DRINKABLE 1 I " Y N ADMIXTURES: NON-CHLORIDE CONTAINING 2. PAINT ANTENNAS ANT) FRAME TO MATCH THE EXISTING POLE, _ NO SCALE Drawing No. N F. REINFORCING SHALL CONFORM TO ASTM A-615 WITH SUPPLEMENT. MINIMUM 3 PAINT USED FOR THE ANTENNAS SHALL BE N YIELD STRENGTH Fy = 60 KSI, REINFORCING DETAILS SHALL BE IN "RF TRANSPARENT" TYPE AS APPROVED BY AT&T. NOTES 1. CONTRACTOR SHALL COORDINATE EXACT ANTENNA ATTACHMENT. ACCORDANCE WITH THE LATEST EDITION OF ACI 315, 2. ANTENNAS TO BE INSTALLED WITH DOWNTILT BRACKETS. m G. CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: � W 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........3" A3 2. CONCRETE EXPOSED TO EARTH, WEATHER.........................2" 3. SLABS....................................................3/4' a 4. ALL OTHER CONCRETE.....................................1 1/2q . HAYES55 01/13512040 07:55:14 - - QJ u O � -0" m � b � a •-.� 3/4 DIA. A325N x i i I ANCHOR BOLTS m o ! L----J L _ J L----J I (TYP) Q a � I ! 14'x20' CONC ! SLAB SHELTER 1/4 ! BASE FRAME co BM FLANGE \�PL 12"x12" i I 3" s" I - I ! I T/STL - T/CONC SHELTER BEARING I I SLAB ANCHOR BOLT PLATE (TYP) I I 12 x18 SHELTER c� SEE s i I o e Li � Li 1'-0" L — — — — — — — — ..... ...... ..... _.... ..... .- - - — - - - - --- .. - - - - - ` - - - - - I TYP r� TYP 3/16 Q � N 1 --6" W BEARING PLATE QET61 C) NO SCALE I ,� 0 e-- NOTE: CONTRACTOR SHALL VERIFY SHELTER BASE a J (D O FRAME CONSTRUCTION PRIOR TO WELDING (/) Q -w O) TO BEARING PLATES. W w ¢ W3: Zp N O Q Al 2 NO SCALE Q ¢ Q w N � � L W 0 Q 0 ZQ "W� = oo � s N w ; a� C3 - � V) En 0 o � � w In 0 in Q L& " N o FENCE CAP „",,, W U N . � zWr - I . �,,,�O Z I Y � QLn CABLE TRAY J U � 't m � af, 0 � GRIP STRUT C W a W to 3/8" DIA THREADED ROD Q [] Q rl- SNAP-IN HANGER FOR � U 000 0 COAX CABLE (TYP) z 00 ❑ Q " 0 3 ROWS OF GALV O W Q m P1000 UNISTRUT J Q u o 3" DIA SCH 40 n W [Q a PROPOSED SHELTER PIPE COLUMN FOR U) z z 1" CHAMFER I401 2" EW WAVEGUIDE SUPPORT ❑ < Z (TYP ALL SIDES) J W J 6" CONCRETE SLAB 6" EXPOSED CONCRETE U 2 CLR CONCRETE U PIPE BASE :n EXISTING AND � FINISH GRADE mil POLY ON PROPOSED O m z pc UNDISTURBED SUBGRADE FINISHED GRADE U \�� -'0qc..4q U•a.9 qr,f+p pq+q q�a.D fl,�Aa. q.vP q�a0 Ua.O �uf+q .t+ z 3� O RapgOpOOQObgq06gpnqq6�qqOqqOpqp4q�qbpQqOqbOqqpAqqpb0,0,0 0O `\/\ 000 DOOR aobbggAnqqOa Onggqq gpogqoqqqqpqqqqOqqq�qqqqqqq1 �� Oq Oq q0 ogogop qqq nq4 qn0 pp4g4pb�gpngqn0 t 3 \ ~ Q 6" CRUSHED STONE (MIN,) M ETTg u Q 8" a UNDISTURBED SUBGRADE (BEDROCK OR o(n _ _ Q STRUCTURAL FILL) 3� o E M�'oW VY 4 3 SH B T i A-2 NO SCALE '-0" DIA rn m CD NOTES: 1, PROVIDE CORNER BARS AT EACH CORNER OF PAD. 4 BAR SIZE SHALL MATCH HORIZONTAL REINF. 04 4 � CABLE TRAY POLE SUPPOT 2. COORDINATE LOCATION OF UTILITY PENETRATION THRU SHELTER SLAB WITH ELECTRICAL DRAWINGS. A_2 NO SCALE 3. CONTRACTOR SHALL WATER STOP ALL CONDUIT d7 PENETRATIONS THRU SLAB AND SWELTER. NOTE: ICE BRIDGE SHALL SPAN NO MORE THAN 6'-O" c a r x r BETWEEN SUPPORTS, W n 0 t N 4. COORDINATE SLAB PLAN W/ SHELTER MFR. p N d Drawing No. i NI iy a n m W • z • W J �7 3 A 71lIS J711411 �7,SL� v7 Tm N � IFS S. m � 140 UNDERGROUND CONDUIT ro � a U a ---------- #2 AWG GROUNDING CONDUCTOR m o ® METER o 12 GROUND BAR 11 3 .�. .'.. �, -�--• 5/8" x 10'-0" COPPER CLAD GROUND ROD. MINIMUM SPACING 10'-0" MAXIMUM SPACING 15—0 EXISTING METALLIC FENCE do NEW 7 5 I ® INDICATES CODED NOTE NUMBER E-2 1 DETAIL NUMBER (\� E-2 DRAWING NUMBER LOCATION a 0_^ --- --- w --_ - ^ ^ I ` GENERAL NOTES ! 1. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS SHALL NOT BE USED. Q ! 6 � � 2. CAP ALIT. EMPTY CONDUITS AT BOTH ENDS. SEAL ALL CONDUITS WITH PULL CORDS & E---2 S �` \ CONDUITS WITH GROUND WIRES. 0 W EXISTING SHELTER 0 I TYP. �� ` `� 3. COORDINATE ALL PENETRATION LOCATIONS WITH ACTUAL BUILDING PLANS. I It I ` ` `` ` 10 4. DRAWINGS WERE COMPLETED BEFORE UTILITIES COULD CONFIRM SOURCE OF SERVICES. Q z O Q Iaf DRAWINGS ARE BASED UPON SITE OBSERVATIONS ONLY. m Q M �-+ O) -----------^ ---^ -- ` _ � - -^ - �`\```` ```� ,.. r�'�,�..••r-� �!�f'.. '� TYP. Q Q ~/� _> Q _-_.. --------- - ! r�rrr rrrr r++, w�+rrrr�r�r•rr!•rr rr"�r+� • � V! y •� CC ! -r w o Q ! . __- -- ---------- ` o or W = O r 5 N --- ' i 10 t i � J m 0 04 z ` � �' o CODED NOTES p d- , 2NC. wA3)#3/0 +#6G. Lli ! t t O EXACT/TERMINAOTION#6G TO LOCATION (WITH DISTRIBUTION SYSTEM. COORDINATE 4" TELEPHONE CONDUIT WITH PULL WIRE. I t AT&T PREFAB t (� (� 0 0 1. �t EQUIPMENT 1 O4 TELEPHONE SERVICE ENTRANCE. PROVIDE 4" CONDUIT w/ PULL WIRE Q Q [I F- N L 'It ' SHELTER t TO BUILDING TELEPHONE ER BACKBOARD. COORDINATE EXACT TERMINATION J W U cv It , ` LOCATION WITH OWNER. EXTERIOR GROUND RING. mod Z W i 0 oY � EXISTING SHELTER / y Q I ! 1 O BUILDING MOUNTED GROUND BAR. co O i O7 TOWER MOUNTED GROUND BAR. Cc W Q W LO ANTENNA GROUND BAR. Q 0 z ! 1`; O9 CONNECTION FROM EXTERIOR GROUND RING TO INTERIOR HALO. ,r; � Lico EXISTING_SHELTER , t i � (!7 z 00 CONNECT TO EXISTING EXTERIOR GROUND RING, LOCATE IN FIELD. ❑ Q m ! t A d M R AT&TCS Q Z 11 EXISTING METERS NK WITH 2 OA METER SOCKET FOR T 0 Q It t t EQUIPMENT. METER PER UTILITY, PROVIDE 200A/2P FUSED DIS— J CONNECT SWITCH. i L- ,k Tom' 12 EXISTING TELCO DEMARCATION POINT, ] Z a z --- J W w , ! It U 2 ! U (- n --- LJ z . , zo � I I , 5 4 E-2 X ! AT&T PREFAB EQUIPMENT f SHELTER i EXISTING SHELF t 3 ' I 1 ; U ETTg , tL :ex I a t z 0 p m a � Q M^'0rY41 a � ' t -1` 04 L ` N N --------------- .... t E-2 1 TYP. m m Q (n d) V o t W O d U ' I N ci Drawing No. N N I a m L'AI�TIAL SITE �, POWER & TELEPHONE PLA ENLARGEQ EQUIPMENT Ate.- GROUN¢IN�,�I,�I SCALE: 1/4" 1'—O" SCALE. 3/8 1 0 Eml W a z a -ss n�rnsrxa�a or:sz:ss v � a c�7 TIE INTO EXISTING TIE INTO EXISTING m EXTERIOR GROUND RING EXTERIOR GROUND RING LOCATE IN FIELD LOCATE IN FIELD a U l n. T � a I I o I I EXTERIOR GROUND RING L---T-------r-----------I------------WI � TH GROUND RODS AS INDICATED ON GROUNDING PLAN I UNDERGROUND UTILITY _........,..w...w..w..-�............._--►-------- _� .._,�_...___..w,-www...w..w__J-w_--_______--1 WARNING TAPE I I I I I I I I BACKFILL 1 I I I I I SEE NOTE FINISHED GRADE I I I I I I I TOWER GROUND BAR INTERIOR HALO j HVAC TELEPHONE 1 EXISTING CABLE TRAY I I 4 PLACES I EQUIPMENT AC SERVICE SERVICE I FENCE I I (TYP. 2 &SUPPORTS + \ TELECOMMUNICATION1 j CABLE SHEATH [CABLE TRAY SAW CUT EDGE EACH SIDE (IF REQUIRED) AND N A• ; ;r,l . J. ONE OR TWO CONCUITS 3" S ENVELOPE SURROUNDING �a. : �: a °•,': _? �, .- .:. AS REQUIRED, SEE SITE Li CONDUITT PLANS. 0 can :� cn 3» 12 � T I BUILDING GROUND BAR I MASTER GROUND BAR ANTENNA GROUND BAR (TYP. OF 3) 1 REPLACE EXISTING SURFACE CONDITIONS IN KIND TO INCLUDE, Q BUT NOT 1 I GRAVEL, ASPHALT TO: CONCRETE, TOPSOIL SAND GRASS.HED SELECT � TELECOMMUNICATION I C BLE TRAY HEAVY DUTY EXOTHERMIC � W 0 CABLE TRAY ANTENNA TELECOMMUNICATION WELD CABLE SHEATH 1 PLACE FRAME CABLE SHEATH CABLE TRAY p E2 UNDERGROUND CONDUITS FENCE POST C1. a to O NO SCALE SOLID TINNED GROUND WIRE Q W .50 w Q w N � o NOTE. CONNECTION TYPE TO EQUIPMENT AND GROUND BARS SHALL BE COORDINATED WITH EQUIPMENT MANUFACTURER AND OWNER, TENSION WIREAm. Q a p . 't HEAVY DUTY EXOTHERMIC WELD Q U �N.� W p .�. .;� Q 5/8" x 10'-0" COPPER CLAD GROUND ROD. WITH CORROSION PROTECTION < _ ' EXTERIOR GROUND RING o M-- W = 0 ,.ww.ww«.rw #2 AWG BARE SOLID TINNED COPPER GROUND WIRE. - 04 C `J CV w w Q) -�-o #6 AWG BARE SOLID TINNED COPPER GROUND "RE. � oo Ld :3 � 30" OR 6" BELOW FROST LINE N W V) GROUND BAR O 3 EXISTING FENCE -- GROUNDING o ��y o --•---•— #4/0 AWG FLEXIBLE COPPER BRAID — NO SCALE Ld 1 SCHEMATIC DIAGRAM -- GROUNDING SYSTEM NO SCALE Qa. (I � oo JWLlN � QW J � � ❑ iU � � m � ILa000 a �.. o I w 1-1/2 0 3/4" 1-3 4" lop Wu . n TYP. TYP. TYP. ^ > (f) Z 000 Q 7/16"0 HOLE (42) `� 'T` O Q M z° .L J a U Q� N ' 00 000000004- - wc4 � - _ 00000000000000--- - + - � > � Ulz � 0 < 0 2 N � 00000000000000- - - J #J� WLJ U `� 1 LO 7/16"0 MOUNTING HOLE O U 3 ( ) -oil 95 c" W IE VIEW P L A K -.V l E W 3/4., 1- 4" 101 uo Z TYP. TYP. TYP. a GRADE O #R415DA4 INSULATOR #WBKT1 WALL BRACKET O #GBI1441BERMGB i i u- 7/16-0 O ,I HOLE (16) GROUND RING r GROUND BAR ASSEMBLY NO SCALE _ + + + + + 0-- - HEAVY P ETrs y _ N �- � _ 0000 � - - 000000 — + _ 6i a DUTY � � �+ EXOTHERMIC 2 ° " WELD NOTE; 1, ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC, 7/16`0 MOUNTING HOLE � �° N 41 Q a 1 ( ) MMOvrw ul 0 3 O --- SIDE VIEW PL A N „ V I E W n a o N N N 30" OR 6" BELOW FROST LINE O1 #R415OA4 INSULATOR U2 #WBKT1 WALL BRACKET �3 #GBI14212ERSGB W Q 5, m COPPER-CLAD STEEL n 6 GROUND BAR ASSEMBLY (SECTOR) m ro Q � o c GROUND ROD _ NO SCALE o ! U NO SCALE Drawing No. i NOTE: 1. ALL PARTS REFERENCED MANUFACTURED BY HARGER LIGHTNING PROTECTION, INC. E�2 W Z .r55 01/0512040 07.52;11 f a N 5, m a F a T& T 1-.,A SS S.'A R is vv" ] cl 7 SITE I . D , # SP 22 A (; AVIAIM EAST SPR 027 A 6 �7 P ' W d ' O L� ui LLJ . CD 628 PAEADOVi STREET . . . . . . 5 r\ N . W N Vo o ! o ACIANVArA AASSACHUSETTS 01001 °- mi M .°-j c :i W w < Ncn0 a Q ¢ W >(4 Q DRAWING NO. TITLE W _j W L Q ~ J — o T-1 TITLE N o W = 0 A-1 VICINITY PLAN N L A-2 SITE PLAN CL 00 oo A-3 TOWER & ANTENNA DETAILS `� F. 00 � � 5� • A-4 MISCELLANEOUS DETAILS a o� � . P� N �• �, E-1 ELECTRICAL PLAN DIRECTIONS TO SITE, Q L Q 1-90 MASS PIKE EXIT 4 TO 1-91 /rUS-5 UN qo E-2 ELECTRICAL DETAILS /p TAKE US-5 (RIVERDALE STREET) SOUTH INTO to � AGAWAM, TURN LEFT ONTO MEADOW STREET ��G sr W W 0 ° 0, �'��, Q a U o 0 • J J z W 0 Q • �'G mrna � Q0 . u� �. Q � LO . W ?: oa . . , R Wu co � > r co Z 00 . . . = o 6 � Z m Z 10 _j Q 0 DDw 51 0 �- EA f L • Z D < 0 U . J z Ld corms new W C • v NOD\' S� SC � (n ch w CL Z LOCATION MAPS a _ Q SITE S T . NO SCALE u UNDERLYING LANDOWNER: ANN T. HALL TRUSTEE/HALL DEVELOPMENT TRUST a 0 ZONING DISTRICT: INDUSTRIAL A a LATITUDE: 42'04'53.8"N T" CONSTRUCTION DOCUMENT APPROVAL DATE LONGITUDE: 72'35'11 .1 "W (GPS -- NAD83) o� GROUND ELEVATION AT W BASE OF TOWER: 68.5' (CPS --• NGVD29) RF ENGINEER BY: W TYPE SITE: EXISTING MONOPOLE 0 s 0 AT&T CONSTRUCTION COORDINATOR BY: DECEMBER 79 1999 4. 7 SITE ACQUISITION COORDINATOR BY: CLOUGH, HIS-�►RB �] URor�w�n� N�� DEC 1 5 1999 A & ASSOCIATES LLP ERI CSSON CONSTRUCTION RB S: ��Na ENGINEERS, SURVEYORS, PLANNERS 0 � LANDSCAPE ARCHITECTS W PL T 1 z III WINNERS CIRCLE — ALBANY, NEW YORK — 12205 P.O. BOX 5289 518-453-4500 UNDERLYING LANDOWNER BY: -Y.r.S55 nvosza4a or:ss:nr TowN OF AGAWAM INTEROFFICE - . s MEMORANDUM �,py To: Planning Board CC: John R Stone,VRK, File From: Engineering Division Date: March 18, 1999 Subject: Site Plan - Premier Parks - Main Street -' Western Overflow Parking Area - SP 306 Per your request dated March 16, 1999 we have reviewed the submitted plan entitled, " Riverside Park, Main Street Agawam, MA, Local Permits - Special Use Permit Zoning Board of Appeals, Conceptual Overflow Parking Plan, By Vanasse Hangen Brustlin, Inc., Scale I" = 100', dated February 17, 1999" and have the following comments: 1.) The submitted plan should include both existing and proposed contours for the proposed overflow parking area. Erosion / sediment control design should be added to the plan as needed. A detail of the sediment control should be included as well. 2.) Any stock piling of material taking place on site should be shown on the plan and surrounded by erosion/ sediment control barriers. 3.) The location of the temporary lightning units, trash containers, and sanitation facilities should be included on the plan that were mentioned in the brief description of the project in the submitted Forma 4.) The total number of parking spaces on the submitted plan, 946 spaces, seems to be optimistic according to Town Parking Specifications. 5.) If there is to be any landscaping done for this parking lot, a plan showing details should be submitted. If there any signs that are proposed for this parking lot, the location of the signs should be shown on the plan. " Spell check " Plan. 6.) Provisions should be made for handling the vehicular traffic in this parking lot. Attendants should be present to direct traffic and create a safe environment for the park visitors. If there are not any provisions being done to handle the vehicular traffic in this parking lot, ' r Page 2 SP 306 March 17, 1999 Comment No. 6 cont. congestion may occur increasing the overall tragic problems. 7.) If there any existing trees that are greater than 8" inches in diameter then they should be shown on the plan and labeled "to remain" or "to be removed." 8.) The submitted plan for the overflow parking area will not require a Storm Drain Permit if there is no increase in rainfall run-off. If you have any questions please do not hesitate to contact our division. Sincerely, Sincerely, I James T. DaIey, P.E. Van s Town Engineer Civil Engineer I h:lengi=rlspUO6115.wpd TOWN OF AGAWAM 0 INTEROFFICE - � MEMORANDUM ��ATED spy 'Ib: Planning Board CC: John P. Stone,VRK, File From: Engineering Division Date: March 18, 1999 Subject: Site Plan - Premier Parks - Main Street - Western Overflow Parking Area - SP 306 Per your request dated March 16, 1999 we have reviewed the submitted plan entitled, " Riverside Park, Main Street Agawam, MA, Local Permits - Special Use Permit Zoning Board of Appeals, Conceptual Overflow Parking Plan, By Vanasse Hangen Brustlin, Inc., Scale 1" = 100', dated February 17, 1999" and have the following comments: 1.) The submitted plan should include both existing and proposed contours for the proposed overflow parking area. Erosion 1 sediment control design should be added to the plan as needed. A detail of the sediment control should be included as well. 2.) Any stock piling of material taking place on site should be shown on the plan and surrounded by erosion 1 sediment control barriers. 3.) The location of the temporary lightning units, trash containers, and sanitation facilities should be included on the plan that were mentioned in the brief description of the project in the submitted Form D. 4.) The total number of parking spaces on the submitted plan, 946 spaces, seems to be optimistic according to Town Parking Specifications. 5.) If there is to be any landscaping done for this parking lot, a plan showing details should be submitted. If there any signs that are proposed for this parking lot, the location of the signs should be shown on the plan. a Spell check " Plan. 6.) Provisions should be made for handling the vehicular traffic in this parking lot. Attendants should be present to direct traffic and create a safe environment for the park visitors. If there are not any provisions being done to handle the vehicular traffic in this parking lot, 'J Page 2 SP 306 March 17, 1999 Comment No. 6 cant. congestion may occur increasing the overall traffic problems. 7.) If there any existing trees that are greater than 8" inches in diameter then they should be shown on the plan and labeled "to remain" or "to be removed." 8.) The submitted plan for the overflow parking area will not require a Storm Drain Permit if there is no increase in rainfall run-off. If you have any questions please do not hesitate to contact our division. Sincerely, Sincerely, V Jk James T. Daley, P.E. Van co 's Town Engineer Civil Engineer I h:lengineerlsp1306115.wpd A TOWN OF AGA,WAM _ 36 1+lAIN STREET AGAWA. . MASSACHIuSETTS 01001 Tel. 413-;,86-0.100 � Mph MEMO TO: Building Inspector, Engineering Dept., Police Dept.,- e Dept. FROM: Planning Board DATE: March 15, 1999 SUBJECT: Site Plan - Premier Parks - Main Street - Western Overflow Parking Area Please review and comment on the attached Site Plan for Riverside's Western Overflow Parking Area prior to the Board's March 18 h meeting. Thank you. DSD:prk a rKeL pock r � s -SAL k owe ea.r !� AG,�I TOWN OF AGAWAM 36 %,[AIN STREET AGAWAM, M-ASSACHUSETTS 01001 yCp `A Tel. 413-=86-0-400 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: March 15, 1999 SUBJECT: Site Plan - Premier Parks- Main Street - Western Overflow Parking Area Please review and comment on the attached Site Plan for Riverside's Western Overflow Parking Area prior to the Board's March 18m meeting. Thank you. DSD:prk Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services VM505 East Columbus Avenue Springfield,Massachusetts 01105 10 413 747-7113 t � FAX 413 747-0916 t ^� C F v�_ Transmittal To: Debbie Dachos Date: March 12, 1999 - Planning Department Ln Agawam,MA 01001 Project No.: 06229 From: Jeffrey S.Pechulis Re: Riverside Park Western Overflow Parking Plan Vanasse Hangen Brustlin, Inc. (VHB)is pleased to submit site plans for the Western Overflow Parking area on behalf of Riverside Park. The site plan submittal includes the following: 5 Form D 10 copies of the site plan set Please contact my office if you require additional information of Thursday night's Planning Board meeting. Thank you. \\MASPMerpkM\06229\docs\memoe\west Overflow submirml.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 Riverside Park Address 1623 Main Street, Agawam, MA 01001 2. Name of Applicant/Owner Premier Park Address 1623 Main Street, Agawam,MA 01101 Telephone (413)786-9300,ext.3202 3. Name of Engineer/Architect Vanasse Hangen Brustlin, Inc. Address 505 East Columbus Avenue, Springfield, MA 01105 Telephone (413)747-7113 4. Please give a brief description of the proposed project: Riverside Park,and its parent company,Premier Parks,seek a Special Use Permit for the use of approximately 15 acres of land to be used for overflow parking. The proposed parking lot will provide parking for about 1,250 vehicles and will be a flat-packed dirt and grass or gravel area. The lot will be illuminated by temporary lighting units and equipped with trash containers and sanitation facilities as appropriate. The site is considered to be most appropriate for the expanded overflow parking area as it is located adjacent to an existing Riverside parking area and is generally isolated from surrounding active land-uses. The proposed use will not adversely impact properties in the surround area or impose a nuisance or hazard to safety. Premier parks is purchasing this property as a means to improve traffic conditions along Main Street at this time and to address future parking demands. The proposed overflow lot will be used only when necessary to remove traffic from Main Street. The Park is currently pursuing a Special Use Permit from the ZSA to accommodate the proposed new use. Revised 11/06/98 0 v THE GRFH CAPE, • New England's New SuperPark • February 4, 1999 Doreen Prouty Zoning Board of Appeals 36 Main Street Agawam,MA 0 100 1 Dear Doreen: As you may be aware, in October 1998 the Department of Environmental Protection for the Commonwealth of Massachusetts issued a Superseding Order of Conditions permitting Riverside Park to pave the parking lot located at 1624 Main Street. Riverside is in the process of finalizing its paving plans with respect to this parking lot, and it will be presenting those plans to the Zoning Board of Appeals for its approval in accordance with condition number 8 of the Special Use Permit dated August 28, 1997 issued by the Zoning Board of Appeals with respect to this parking lot. Riverside anticipates presenting these plans to the Zoning Board of Appeals at a meeting in the middle of February 1999 in conjunction with Riverside's request for a Special Use Permit to create an adjacent overflow parking lot, as requested by the Planning Board in November 1998. In the interim, Riverside will be performing some initial site work with respect to this parking lot involving the removal of topsoil, which will be stockpiled on adjacent land owned by Riverside. Riverside understands that until the paving plan for this parking lot has been approved by the Zoning Board of Appeals,Riverside cannot proceed with the actual paving work and the only work that will be performed pending the approval of the Zoning Board of Appeals is the preliminary site work described in this letter. If you have any questions,just let me know. Sincerely, Tim Black Vice President/General Manager TB/dm CC: Mayor Johnson . . Jeff Pechulis r,? '' ' Debbie Dachos TB/dm ' • P.O. Box 307, Agawam, MA 01001-0307 • (413) 786-9300 or 1-800-370- 4 1F ,k'V13) 789-2953- 4 r, - w ;° ..... ................ MAIN LIU WA Tf Vanasse Hang en. Transportation - --__ Land Development Enviromnental Servicr-s 101 Walnut Street, P.O. ( . 9151 Watertown, Massachusett, 02471 co 617 924 1770 • FAX 617 9-14 2286 0 505 East Columbus Avenue Springfield, MA 01105 (� 413 747 71 13 • FAX4137470916 U TREAM �- (APPROXIMATE) AL _UL UL xL �JL AiL I& 7_ O alle Ite alMe AIL LIMIT OF ` ,1 WORK APPROXIMATE EDGE OF PROPOSED / OVERFLOW FIELD (UNPAVED) ,/ 1. PROPOSED OVERFLOW PARKING AREA TO BE ON UNPAVED SURFACE +OF GRAVEL OR GRASS—COVERED. LIMITS OF PARKING ARE �! 2 ' APPROXIMATE. PARKING STALL LAYOUT IS PROVIDEDTO SHOW THE 'u NIL APPROXIMATE NUMBER OF PARKING SPACES AVAILABLE. NO t _ �' I PERMANINT STRIPING IS PROPOSED. MINOR REGRADING WITHIN THE 114 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 LIMIT OF WORK IS PROPOSED TO PROVIDE A SMOOTH PARKING SURFACE. 1 252 Q 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, ALL EROSION AND 2 f �f SEDIMENTATION CONTROL IF TO BE INSTALLED BY THE ►` / 2 7' CONTRACTORS AND APPROVED BY THE ENGINEER. ALL EROSION ti i AND SEDIMMENTATION CONTROLS ARE TO GY MAINTAINED BY THE AL �JL CONTRACTOR FOR THE DURATIONOF CONSTRUCTION. ' 452 ti 16 16 / 1` �� 27 27 27 27 27 27 27 27 27 27 27 27 27 2t 21 - 1"-100' 2117199 NO WORK OR STOCK PILING OF ANY MATERIAL IS TO TAKE PLACE 3. i pF .I p WITHIN OR IMMEDIATELY ADJACENT TO THE WETLAND RESOURCE AREAS INCLUDING THE 100' BUFFER ZONE. � f Riverside Pt irk 4. PROPOSED PARKING UNDER CONSTRUCTION IS SHOWN FOR i 2 TOTAL PARKING SPACES-946 INFORMATION ONLY. THE LAYOUT SHOWN HEREIN WAS APPROVED / SITE PLAN APPROVAL Agawam, Massy "1111.5etls BY THE TOWN OF AGAWAM. PLAN PROVIDED BY BAYSTATE ,� ,� ARD ENVIRONMENTAL CONSULTANTS, INC. INTITLED "SITE PLAN / AGAW M P ANRIING B T ---- W OVERFLOW PARKING LOT RIVERSIDE PARK; AGA AM, MA. SCALE 1"=60', DATED MARCH 1998 REVISED THROUGH 2/3/99. / �\ 22 0 22 Local Pet niits- :� ,e ti,ij �+s` 1'(D22 t 242 / i Zoning Board u> Appeals PROPOSED PARKING LOT �.� s EXISTING BARN Conceptual UNDER CONSTRUCTION , (SEE NOTE 4) TO BE DEMOLISHED g4'} Overflow flarldng , UNPAVED ,� Plan (TYPICAL) p�OP�pXIMA�,1 -- APPF 100 0 '100 200 `''`` NO SCALE !N FEET S I.UNhIMULI ti �'4?" <07 5 FOOT WIDE RIP RAP \ \ N 379201.282 L=30.27" x i l }biz SWALE \ E 294776. x rr f 86.7 r _ R=a2.00 DMHf4 , yl M ` ` 20 R=880 i I %It 89 1 _7�fJ T-- ma MATCH N R-87.9 ,. I • u E �8 .9 �+M MATCHLINE ! A Vanasse Hangen Brustlan Inc. 60 0 60 120 \ ` 87.5 •D Transportation \ ' " C 6 x Land Development SCALE IN FEET ' \ _ { ! 1 38, R 88.7 R=E,7.7 v�: I OMH11 \ \\ y I 7 DMH13 I } Environmental Services I E=84.3 OMH10 ,y ` I k . FEES2 •s INING 505 East Columbus Avenue \ 1 — -• \ I k` \ Springfield, Massachusetts 01105 / \ \ 8B.7 " 413 747 7113 •FAX 413 747 0916 / � ff 1 5"D y��r'}�IIy�;7•.s r A y 4 1 om —.—G�A-aS_1NE N�E- - - --— �� r ��r / l4 1 1°Q \ \ ❑ * ,--\ �\ p \Y�,.",-,u _ _'1,}G```/-' %r , �l2 p , s rsxQV I1I==-88B3Q0.DMHi.29 D o 3) §kYpQh - 1I Premie r Parks & DMH13-t, ' w --2i - R=90.D ❑ G86 -� Rq I/ + =q „6.98 , ' Stuart Amusement Company - - - �� ° a ❑�❑ 1 1 BM 4 _ `I V FES3 . -- — QO a�❑0 aq ,2� ° 00 ° 1 \ CY / i=�T.d DMH12 yB7 I=80.0 DMH,2 �'~g)❑ ®8 a '-0—" '0_O a o qa ®� �- � 1 � �, '` '� � _�` `B$'2 � ' 1623 Main Street 0 I ® ® , \Nam r � 1 � ® � ❑ 15 1 �C_ � ' .. R 7 r�1 a ® \ ❑ \ • pG w-xe mart 4 n.. % a /� �.. ```` .•• P O Box 3 0 ! rill ® ® 1 ° Q Agawam, Massachusetts ® I q q I ❑O 1 ,-w as 't I J — ' r' ~I — ti ,[/ / — _ ° l 4 Owner: Premier Parks & , ' \ r Jdd� 1 121\ `, '\ ;% /' w�. Stuart Amusement Company �77 1 �6 , '' %� / wF B1 121 tl 1- 8\ ` _ - �r 1623 Main Street \ A /� f / 2246 POND ELf 8 a ° ❑ I WFB1 P.O. Box307 - - - - - - N - \ 2 8 16 \ ®'® �� ° �' ' Agawam, Massachusetts 1 - - \ \ \ 2 8- F 1 24 I WF 1 GENERAL NOTES: ❑❑ annn o 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING °°° ° °° \ 1 I 3 1 �� \ / © CONDITIONS SURVEY WAS COMPILED BY HERITAGE J -� a ❑° ° ❑ ❑� f 3 \ _ \ 2 SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS O 1 ! ❑ - 0 o °a a �o ° ° 0 0 \ \ / _ \ SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN ` ° ° ° q o o \ I ( \ \ 1 1 5 AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER D / Wo Q °� ° .0 ° \ } \ ` 1- 8 \ \ / // scRue PARKS, INC. DATED AUGUST 4, 1999. Q 1 $ ° ❑ d o ag ° ❑ ❑ ,° \ 1 J \ - �4� \ - ' ' / 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT 1 f I o 00 ° ° , a o \ \ , \ scRSCRUBJ INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. ° o a 0 \ \ 2386 o o o \ 23�64, r / 1 ❑ ° o a \ �y \ \ / I 4 3 3. WETLAND LIMITS WERE DELINEATED BY VANASSE, \ 1 00 ® I $ 404 q°Q❑° 00 ° au° \\o °°� o q ° \ 1-1 \ \ \ �� O \\ 8(Z1 w -132- `2#06- - 4 VIF 1-17�93 HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE qy99 2 _ { SURVEYS, INC. DURING SEPTEMBER, 1999. 1 1 ❑ ® * 0 ® ! !Cb ° 0 00 aoo oa �o°Q ❑ q ❑ q o° ° \ \ \ \ _ \9�� \\ �1� � �\ 1 131 F 1-130 F 1-11 �4 tJ 000 ! f 0 0 000 C) Od° 0 0 000 ©OQ I - -- - - - - - - °no °° 8°° °❑000 qo Ono 0ana0 \ \ 1 / �' 2410 0 ° $ o a 8 o a ® - - - i_ 4 n �m a 0 coo ❑°❑J� \ \ - / 1-187 a ° gfl o a o $ 0.`1a_q- ° _ w \ \ �2 1 5\ j l 10�OD ;��- O fl ° O O° A ° or \aP O ❑ a q O ° o f ° ❑ a Cl]o O ° ❑ o a o ❑ ° © ° a 4Er7 q \ WF 1-1 \ r O p 0 k - - _ - a o ° o ° ❑ ❑8 a 00° °a o oon- m° \ \ \ \ oLr�sE TREES O r - ❑o - - - - - - - - -� -a- ❑ QO - � ° \ \ \ � r \ 2 5 1 ❑ a0 �7 _ -^� ° rp � ,y ` _ } a o° ° - a �a ° ° °° o ° ° ° o °p ° coo a o ❑ a °® ! ❑ o ~o`o° - - - - - �_ ® I & ❑ a qo o °00 o ° ° ° ❑ ° ° ° _ - ' CO I I !! 2414 0 0 ° ° a ° ° o o - - _ - - _ ❑ a� 0 a a o - ! F 1-1 9 0 0 q ° 1 o - - —-- = $ ° �m� ° � ° ° 0 a a 0 0 ° o _ \ 1 I ll REVISED PLAN TO INCORPORATE ° ° a ®- o - y -a- ti -o o a o . ^� a° ° \ I 2 0 3 1 3/24/00- JJF ° ° a ❑ ❑ I ° �- ❑ ❑ ° a ao _ ! SCRUB MUNICIPAL REVIEW COMMENTS 1� 0a 10 0 o °° O `— — — — (}` — —.1 ✓— — — — _ 8 r=-\ \ ` \ WF 1- 0 No. Revision Dote Appvd. 1 0 000 0 4 0 ° ® ° 0 ° �° o° Qb ° 0 ° ® 00 ❑ ° \ \ \\ Designed by Drawn by Checked by 1 ❑ ao 1 -a- a �_� { a �? a o 0 0 00 0°0 °0 ❑ \ �1 ` ` CAD checked by Appro ed by 2 WF 6-107 1 1 ° o ° o L ® ® ® ® ° ° °°0 \ ® ® ® ® ® ° o a° ®a ® ❑ J , ! f / Scale 1"=60' Qote February 17, 2000 F -1a ® ®®® 1--191 Project Title w � - -• — ® \ � 1 110 7 _ � � � - - � � - - - - � � � - - - - - - - -- - - - -- - - ® _ � r I WesterlyParkin Area °ca po -°- - - - - - - - - -`- - - - - -- - - - � II g wF6- 63 _ — y — �_ � , \ SQ —. - - � `— _ _ — � — � _ � — _ _ _ _ I � 1 1 ° 1 0 00Six Hags New England WF5W-2W B7-gas k `` CD \ \ \ Q°00 ❑ a ao° 0 0 08 a ° 00 7-211 2562 w -2p�558 ` } `� \ - - - — - - \ \ \ ° 000 ° a ❑0 0 0 q a fl 1623 Main Street -2 5 6-207 J ` _ - ^J--- - --- ❑ ❑ 0 0 0 0 °° a d ° �.y y 1! 1 2642 Agawam, Massachusetts WF 6-208 \ °\ } \ WF 6-209 - - - - - - - - - - \ \\\\ ` ��y - -" -© °� _ °❑ 0 ° ❑ ) ` WF 1 i Issued for \ \ \ \ �� — — _ _ _ � - - -00 — — 0 _ - _ _ _ _ _ _ I ! \ \ \ \ -- - - - ® - - - - - - - -- - - - - -- - - - - - - - -- - (� \ \ ^ — _ \ � ` 64 Site o ! \ \� \ \\�\ ` ® ® ® ® ®® ® _ � � �. � � _ \ \ Plan ®® ® ® — \ \ 26 Approval I \ Drawing Title — 4 -_= ®^� = o o _ _ _ - - ® ® ® � o, o , 9 Grading \ ❑ ° I �4 \ \ \ ��❑ _ _ � ®� � — ~ — - - �= ®- - - _ = __�_ = ' I 1 1 \ 269 Drainage, 1- 209 0 ❑ ° ° ,� And Utilities 1 1 -109 \ ® 0 } 0 ® I I I 1 ' I 11 }1 \ \ \ 1 1 2�8 p ® ® ® ® ® / n Drawing Number 0 FUFNM C-7 CrVIL / ® ® / ® a - - 2 R! N0.410110 \ 55 \ ®\ ® ❑ ape o - -- �_ yERFRD \ \ 9�°��P�o Sheet a/ _ _ 9dB�3_ 4 \ °® ®® ® 0 o o — — — A�� aLE 7 12 7(7— --- ( ® ®� ® _ Project Number AA r o \\Maspr\Projects\06229\c Rd\lfl\YR2(MNPlanset\Parking\Western\Planning\Plot.dwg LOAN a Nowell + t r + + + + r 1 + IN I LOAM"1 �,. .. - f� 4I1R k, k - se Han a Brusthn Inc. 3 dG - - - i i= ,' r; r �', ,` ,; Transportation LCWM` Development �. --- __.__ • r•••• �.r.� l Environmental Services �. • .t� "m , Columbus Avenue 505 Bast C lum 4 AR �' Y ` ' • ``. el Massachusetts OilOS C \ ♦ 413 747 7113 FAX 413 747 0916 NN Applicant: 3 Cal SEED •-. r � - �� ;,�.Y• ;w; � r t y 3 1leMi�P{,Mlls�111M : ..� r 1.i}}_1,� ``� 'l`4'.\� Premier Parks R. 'L„• LoArl�• , t a Stuart ompan Amusement ), 1 � � Main Street _ a 3 dy 4 1 1 i IIJ �I a :4 `a.t;. i a AM LOAM 1 �. X 3U ;. .:i +. 1' ._; GEED '' • ' I ! '' }. •O• L o 10 I Ow Agawam, Massachusetts t }, RIND Owner: /) t 1 • ' Premier Parks & IV TOJ TRANSPLAl FIRS Stuart Amusement Compan,T ail , I� � Tram Area 1 Enlargement _� `� <F �, " ` !�`';`�'1623 Main Street �'�� \ \ ! , ; , i '; `' }i "P.O. Box 307 IL • I x �, i i ti jg A awam, Massachusetts I1 IGENERAL NOTES: 86 7 Y \ ~` ; I I t 1'I 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING LOAM 1 O �t i `` �CONDRIQNS SURVEY WAS COMPILED BY HERITAGE 8EL0 a i+ >, ��. 2 y C ARpRAili t f r i a' '' l�'e_ Ci'3,a1'!1 6iE1p(TYPJ ' 1 y i I SURVEYS INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS \ ' PREMIER p,<"�,. #~ • 3 y saw r.>!e 3 ` l SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN {' �p jt �' � T,. • )' i�, ? i AGAWAM, MA55ACHUSETTS SURVEYED FOR PRE PINE$ PARKS. INC. DATED AUGUST 4. 1999• ••�: , ' " •f' I •''�• �-- }`�`f 1 ' Ef it 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT • LAYOUT 3 CN tt r * ;• •;' y __.. K. - _ - - _ INTENDED TO BE USED FOR PROPER BOUNDARY . et TY ARY RI' l ( ♦ r - tD tfar 1y, I es.4 X - - ` __sa s _ y� _ �^ ry y, - �_ - _... ,-- y « ``�,., , . -t rWETLAND i 1MIT5 WERE DELINEATED By VANASSE, l - -._ �_ _ 89,4 t w•• - �•-� q • t 1", INC. DURING SEf'TEMB€R 1999- �DC3E �!� of AV�tY� � ANGEN, BRU5TLIN, INC. ANDFIELD LQCATED BY HERITAGE URVEYS s 1�rj• \, y ~.js... ..`—rr.. 7.F) • IT rf ,�! r� f ..r-r "-.�'"-'i Jt4 111 r rY4N+f%./'.\1 GI r n♦F$ Jil ,�d,lllll/I114 • M. IS I�•' — \ \ •— •.r..—_wy— ( i_+� I' 7� .• r,.Sr-j..y , / f n I p Y Fin 6 LN" ,r ti.. 245 \� 2 OID 90.7� � 2 Z6 �� 'pull (, • _ .. -- v • 1 �, - .,_ IGH 1 i BOB0hrril ( t.} ,•.�S•.; uur ■ ` HAINLINi( .A--- ••-•.--,— • I cans ' • ,, �' I ,aum. �i. 2 G6'1 =CwB 2 Zb' • t• , 196, LOAM 1 LOAM 1 " ` ' 90.6 {XS Zd FENCE 8EtE0 'Jb ICs •:r•«'�� Stern 2 Cid 2•66 2 FENCE. - - .� { �t�Al�bl°LAN?ED PR�B I � FENCE.t — ' FENC • + + + + r, b �4 L O API 1 I 1. ?,i 3 REVISED PLAN TO INCORPORATE _ JJF i6 95N d r + t - SEED , L 1 \ e 1 MUNICIPAL REVIEW COMMENTS 3/24/00 y , I s' ! ' '� Revision Date ppvQ. � 245 2 28 • �� flo. e•.S'~• , \� 3(J. (`, f I ( I�• Designed by Drawn by Checked by ' ;5=•y»�' ,S'ti� �. \ t rJ ! '�- r' CAD checked by Approved by LOAM ! D / ;�a••.••d•��;�'f�y Iz6 < PR S / s`°1e As Noted oats February 17,2000 .�•s• "' ;GUARD AIL I r \ 2 Co �,l �, 1 7 X6 • t I I 'Project Title AlfTRANBF'L ANTED FIRS .Wnnu putur,' au"p, �� - i `� ' 8b .� �� - �� ; ! `- Westerly Parking Area r s Y y?rrll �yh1111Alnl I t� S AIR 51x Flags New �. f « • .<. England S �.. / � PINES I7Y41►) `,\ j �I I r:} r1.ANTED PIhE ! 2 TRANb . ze ` • 4l i h ' 1623 Main Street ~� '` LOAM, ' r ` I I ; Agawam, Massachusetts Tram Area 2 Enlargement o _ �� p� l I �/' • v S.ouwp• �-�� Issued for �� 1 �. 1 =.40 Site .� _„ � )Z1' i i;` lT1T.T� •�- OAM 4 811M 89.5 ri 1 y,� r� , � K . � " s!N ♦ r M•� r Y 11' f Plan _. c fi� .�� •1! 4 r I1 e�Awt Fiat f .1 _, 6.7 ��,o0 1 ,'} Appm�a1 COMMON NA1"! �'•��T. .,� . 88.7 }�1- QT�: OOTANICr�1AL NII�T'$ " ", -i rd yak, Y . ` _ x 1RNIMSAlIt1D sl•!�i • / f Drawing Title OCTOBEIR GLORY RIND MAPLE 21, CAL � `� ' `: .\ g AR IB ACER RUBRUM OCTOBER GLORY, Z Hi_g" �- � �� a,�r,` �r , � '�. x 61, � a ,�w�n,>Knnla,,11� ,u• �! }1 E .+, �,-i.l ;" , GB 24 GNK0 MILOBA (MALE) GNKO Zy4-3" GA1. _ �`r ' OR 13 GIUERGUS RUBRA R1*D OAK 2�-31" CAL `� _ - Landscape UP 11 ULMLIB PARVI OLIA LACE15ARK ELM C r; ` � . ._„ ` �' �1`-� w ,� 1`:Ic i i'V:I; tI ' 11l'� •+� (' p VILLAGE GREEN ZELKOVA 2kt-3" CAL ` s �.p r$♦.i �a` i 1 r ` a Z8 24 ZKLKOVA $ERRATA `VILLAGE GREEN � ! 1'- ti HERITAGE RIVE \\ '}� ,�"`""•,.,.,w stir I. I` RITACvE' R 5IRCN Zvi-'J" GAL - .� .. ; ," � `7;ri` ON I$ BETULA NIGRA 'HE Z -3 GAL ) `� \ � \ =•ems. _� "�`.T`l^ i �pp � ".��, `\• ` 'Plan CCI 6CK CRETAIEGUS CRLI$-GALL1 'INERM18 THORNLESS COCKOPLIR HAWTHORN Z1l GAL b C Xe" KOUSA KOU6A DOG1i1C�OD T I® THUJA OCCIDENTA .16 'EMERALD' SMARAGD ,4}Rl30RyITAE i �� > 't - -�. \� , , a � 28 Rl-IOpODENDRON 'POLAR BEAR' POLAR BEAR AZALEA 18 -Z4 BHT. �` ' t� 4� _-E _. _ .. .,•. en its is '"�P APB SWAMRIOCK MBERRI' Z4-3D HT. I IG 40 ILEX GLABRA '8HAT'9wM " HT. lam` �� eq - ► + ► \ ' CA YL.YANICA NORTHERN BAYBERRY Z4-3® - \ -_ —r--•` „» i nss I \ xt 1 Drawing Number } 8 MR'RJ PlrTENS LoNGAGRE POTt=NtILLA I8-24' HT. PF B POTENTII-LA FRIITICOSA 'LONCyAGtQER� ANTHONY WATERER 18-24" HT. f t44+ ;� w • r • �"{► • lI ; :?. X! g8 23 SPIRAEA BU'1ALDA ANTHONY AGLO RHODOD 24-30 HT. RP ODENDRON "AlENDRON � � � _,' \ � � �_49 14H4D .4 - \` ea 7 . � zfi % t'., ' ` )' ':I `; `; I •fir. -LOAM 4 IL GUAR r1CCt of LIST — • \� �—:_ rC, Ir --- -- GRAPH A _ _� 1� catnzol ,�,. "" ' •-aL�r— i s lz KEG" mY Cd't•101'i NAM! _ _ - ' ` ( ` ' �_� i , -w. 44Tf _ _ EXISOG CHAMUhII< I �O Op E-I 63 1'ME VARIES 60 �- 0 20 _- c AR r FAN Project Number VARIES _ -,1 ` - _ f.)(,�/` 06229 E-2 41 `� I(( .� 1. `..`\` �1` ! V �.)f t .j_•l } 'j J f .00 PLANTS TRANSPLA14T1~1?pRoM Ex18TIN5 OM-9FTE NLIRSERY r, ` �IN FE C z. 60 ft j ..'e �� 1`' ,- iAhrins �1� 71 (r ^,a[u1�„1 r• Wit\ . ,t.:T..; tom] i.....�i.►.tvJa�.a.� f ~-- 51.'. s a r=•• ...Y _+a.- ` ` i { •�, (4 _ Vanasse Hangen Brustlin, Inc. NOTES: NOTES: Transportation 24' DIA. 1. ALL SECTIONS SHALL BE DESIGNED FOR �-{ 1. ALL SECTIONS SHALL BE DESIGNED FOR Land Development HS-20 LOADING. I HS-20 LOADING. Environmental Services 2. PROVIDE 'V" KNOCKOUTS FOR PIPES WITH N ao ; ; 2. COPOLYMER MANHOLE STEPS SHALL BE 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. INSTALLED AT 12" O.C. FOR THE FULL MORTAR ALL PIPE CONNECTIONS. — I 48" DIA. (MIN.) I DEPTH OF THE STRUCTURE. '-B' 505 East Columbus Avenue I. I ,ALTERNATE ECMTRIC„CONE SECTION 3• JOINT SEALANT BETWEEN PRECAST SECTIONS "� I ►Ir- 3. PROVIDE "V' KNOCKOUTS FOR PIPES WITH Springfield,Massachusetts 01105 SHALL BE PREFORMED BUTYL RUBBER. A TERNA T P SLA 2' MAX. CLEARANCE TO OUTSIDE OF PIPE. PAVED AREA LANDSCAPED AREA HYDRANT 413 747 7113 •FAX 413 747 0916 MORTAR ALL PIPE CONNECTIONS. SEE SPEC 4. CATCH BASIN FRAME AND GRATE SHALL CONCRETE COLLAR Z 24' SQUARE PLACE AROUND VALVE N no BE SET IN FULL MORTAR BED. ADJUST 4. JOINT SEALANT BETWEEN PRECAST SECTIONS COMPACTED BOX PRIOR TO FINISH - Q OPENING TYP TO GRADE WITH CLAY BRICK AND SHALL BE PREFORMED BUTYL RUBBER. COMMON FILL/ PAVING. SEE CONC. ?s FINISH GRANULAR FILL ORDINARY BORROW 45" DIA. MIN. I MORTAR (2 BRICK COURSES TYPICALLY, GRADE COLLAR DETAILS - _; I 5 BRICK COURSES MAXIMUM) 8" A DIA B 5. DRAIN MANHOLE FRAME AND COVER m Applicant: ACCESS '�-I-- -a--�- SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE NTH CLAY BRICK AND CURB cnALT ALTERNATETOP SLAB Premier Parks & SEE MORTAR (2 BRICK COURSES TYPICALLY, 1 / / / FINISH NOTE 5, w 1 \\ GRADE 5 BRICK COURSES MAXIMUM) \'iQ / 8' 24" 8" \ice ° °/ DEPTH AND SURFACE SEEETAILAVEMENT �\\ o ° ° ° ° . \y{`/ TREATMENT VARIES I VALVE BOX _ Stuart Amusement Company SEE NOTE 4 o a /\\ % °°5 ° \\� a" VALVE MN.PLACE DcOR • U Z /\� ° a ;� DEPTH VARIES TYTON JOINT BROKEN STONE 1623 Main Street z N W(n //\ AROUND HYDRANT w a a STEPS, SEE �/y a ° ° ° o DRAIN r.•;'° u p ¢ w o w NOTE 2. SEE NOTE 4. %\ °a — WARNING TAPE r, P.O. Box 307 z m v rn \/ o o Q' \\ (WATER ONLY) ;•rNR::Y,. J o z p 48" DIA. MIN SHELF TO BE CONCRETE \% °° - °,C� \y COMPACTED FTEULOK FIELE DLDK Agawam Massachusetts z w ¢a FORMED AT A SLOPE OF ;\\j °'�° eQ \ v o w~ a v 48" DIA. MIN. 1" PER FOOT. z /\\ °o Q. 9! p° BACKFlLL cAs:=.TS GASKET v N SEE NOTE 3 W 0 a } Q O w _. � �a HOOD OUTLET w N ao ° ° � AND TAMPED HAUNCHING HYDRANT `-F BPE D.IPE PPLE .� ¢ O / -�-o° �/ NOTE: WHEN ENO O��T1iRE ENE Owner: OUTLET U `\\ 0 \� WHERE WORKING SPACE IS LIMITED, 0,0 c. 0 .o.o a \f COMPACTED BEDDING "FIELD LOK GASKEY AND APPROVED BY D.P.W., M.J. SHOE w Z Cat a g I DIA. DIA. z \��/� , 1/ ��j///\\ REQUIRED ON PIPE UNTIL WITH RETAINER GLANDS TO BE USED HERE • V)F LLJa VARIES VARIES 21` OF PIPE ARE Premier Parks & (� INVERT 2 __ RE$TRAINED (PRIOR TO _-J----_ _ V 0 i0 18" � REDUCER). uwi Q X P DIA. (nP) COMPACTED a ,' ;�:, VARIES SUBGRADE Stuart Amusement Company z ---- n 0 Q 12 L)zo F 12' COMPACTED m ('�.' 1623 Main Street v GRAVEL BORROW (TYPE C) 4 0 Q �0o' ° ao pp - OO ° �° O OQO Q '4Da P.O. Box 307 zw 000 8 oP do ° CD - ¢ 12" SUBGRADE D Agawam, Massachusetts (T1fP.) • ti CEMENT CONCRETE INVERT o ° -o Bo 0 0. 6 ° O O 62 o ° ,° O° 12' COMPACTED GRAVEL 0 ) °9 d 0"o:,0. Gg oo �'.o 0 �o° ° BORROW TYPE C GENERAL NOTES: 0,0 COMPACTED 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING SUBGRADE CONDITIONS SURVEY WAS COMPILED BY HERITAGE SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS Catch Basin (CB) With Hood s/sg Drain Manhole 8/99 Utility Trench 8/99 Hydrant Detail (Agawam Standard) SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS- SURVEYED FOR PREMIER N.T.S. LD-101 N.T.S. REV LD_115 N.T.S. REV LD-300 N.T.S. PARKS, INC. DATED AUGUST 4, 1999. 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. REV 3. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. TEES BENDS TEES L,, TEES L, TEES Lr TEES L, BENDS L BENDS L BENDS L BENDS L 6'x6'x6' 13' 0' 10'x1O'x6' 4' 0' 12'x12'x6' 7' 0' 12'x12'x12' 33' 0' 6' 11 1/4 2' 0' 6' 22 1/2 4' 0' 6' 45' 8' 0' 6` 90' 1B' 0' I � B'xB'x6' 10' 0' 10'x10'x8' 16' 0' 12'x12'x8' 13' 0' 8' 11 1/4 2' 0' 8' 22 1/2 5' 0' 8' 45° 10, 0' 8' 90, 24' 0' 4" WHITE LIGHT POLE B'xB'xB' 20' 0' 10'x10'x10' 21' 0' 12'x12'x10' 22' 0' 10' 11 1/4 3' 0' 10' 22 1/2 1 6' 0' 10' 450 12' 0' 101 90, 29' 0' PAINTED I I L,-TOTAL LOG-'"'EMEM FPW OKn a'EM"� a IN 1 CF' 1 RM 12' 11 1/4 3' 0' 12' 22 1/2 7' 0' 12' 45° 14' 0' le. 90° 34' 0' - LINE(TYP) 4" YELLOW PROVIDE BASE COVER PAINTED ISLAND AS FURNISHED BY UNE(TYP) POLE MFG. I TEES - HYDRANT BRANCH TEES L, TEES I L" I TEES L, TEES L,0' REVISED PLAN TO INCORPORATE 4" YELLOW LIGHT POLE BASES 1 MUNICIPAL REVIEW COMMENTS 3/24/00 JJF PAINTED IN PARKING LOT TO 6'x6w x6' 20' 0 10'xl0'x6 12' O:J. 12 x12 x6 10 0 8 x8 x6 15' LINE(TYP) BE PAINTED YELLOW L,-TOTAL LENGTH rrWEnr Freer JMM ON MIRM 3=OF TI ON M ter L L No. Revision Date Appvd. a L" Designed by Drawn by Checked by SYMBOL Q z 1f3 TIES ® 12" C.C. PAINTED CAD checked by Approved by YELLOW CURB `j �¢ 4-#5 VERTICAL-EQ. SPACED " " » I in scale N.T.S. Date February 17, 2000 s'-o 9'-o s'-0 1 -o o a PLAN J o FINISH GRADE Project Title 9'-O" 9'-0» 9'-D" . \ . \ \ \ \ �.,\� \ \ . Westerly Parking Area END SPACE 3 N z REDUCERS LEGEND PLAN FOR SIZE` PIPE REDUCTIDN SIZE L CONDUIT SEE ELECTRICAL Six Flags New England � � v 30 12' TO 8' 38' Q' ® THRUST RESTRAINT JLJI— �L]L�J m W GROUND ROD CONNECT PLAN 10' T❑ B' 21' 0' ® GATT VALVE 62 Main Street 4m 3 TO INSIDE METAL POLE NOTES, 8' TO 6' 21' 0' j\1 n //� THE ABOVE CONDITIONS ARE BASED ON THE FOLLOWING MINIMUM ASSUMPTIONS. L-KDIOM °°e PWXTrA 0°W '" Agawam, Massachusetts /\ \� IF CONDITIONS DIFFER CONTACT TOWN ENGINEER BEFORE PROCEDING. Q_ 0 %/�\� A. DEPTH [IF PIPE IS GREATER THAN OR EQUAL TO 5 FEET, I Issued for 4" WHITE ISLAND Ow Ow /\\j //� B. FOR HYDRANT TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL. TO 7.5 FEET, L {r // I. FOR TEES, BRANCH LENGTH IS ASSUMED TO BE GREATER THAN/EQUAL TO 18 FEET. StE'. PAINTEDI 1 LINE TYP b 10 y%y \/� o C. LAYING CONDITIONS AND SOIL, SIMILAR TO THE FOLLOWING (TYPE 3)1 L ( ) UW lightly consolidated soli 4' min loose soil Plan COMPACTED OR \ \ \ � `/�\/ /\ BOLT LAYOUT I PLAN 8t MOUNTING SOIL SHALL BE OFe SILTS OF MEDIUM TO LOW PLASTICITY WITH SAND OR GRAVEL. A rUVa1 UNDISTURBED 3"-0" (MIN. PROCEDURE AS PP LL C 50, 25 - 50 % COARSE PARTICLES SUBGRADE ��+�� PER MFG. SPECS SECTION PLAN Drawing Title CURB 2'-0" 12" NOTE: LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE BASED ON FINAL POLE AND FIXTURE {r� 9'-O" SELECTION AND GEOTECHNICAL SITE INVESTIGATION. Details END SPACE Pavement Markings °- Stall Layout 12/99 Light Pole Foundation Detail 8/99 Thrust Restraints-Field Lok Gaskets (Agawam Standard) Droving lJumber N.T.S. LD_551s N.T.S. REV LD-310 N.T.S. OF 10F1!'1 J. FLIRMM C-9 CAM No.41010 Sheet 9 of 12 AL Project Number 06229.00 11MasprlProjects10622.91cadVd\YR 20001P1anset\Parki n g1noi1P1 otdet.dwg Vanasse Hangen Brustlin, Inc. Transportation pment BALED HAY 0 STAKES Environmental Services OR STRAW 1 I (2 PER BALE) I I • ' ' y ,: 12 505 East Columbus Avenue • Springfield, Massachusetts 01105 • 4 j 413 747 7113 •FAX 413 747 0916 SWALE_BED -_ I ----- T ~~~~ APPROX. LIMITS WIDTH VARIES �a ---- j OF ENERGY DISSIPATION Applicant: BARRIER LENGTH BOWL WIDTH VARIES DEPENDING ON SWALE SIDE SLOPES - W 87�t Prenu• er Parks & W PLAN VIEW w 4' LOAM SAFETY BAR(S) z LLJ z Stuart Amusement Company DRILL AND MORTAR HORIZONTALLY Q Z L Q Y U. NO. 6 REBAR EQUALLY SPACED o z z o z • 1"x1"x3' WOOD STAKE, 18" - 1 BAR I PLAN < = Z ¢ a z 1623 Main Street 24" - 1 BAR 30" - 2 BARS APRON EDGE TO PARKING AREA X PARKING AR A 0 � " 2 = Box 36" - 2 BARS I I BE SET LEVEL 5 . 1 11 2- P.O. Box 307 - 4" EMBEDMENT 48' 3 BARS WITH FLARED END ELEV- 80.0 f—_11 1�INVERT ELEVATION � (NP,) NOTE: SAFETY BARS TO BE (TYPICAL) ON PLANS. OMITTED WHERE INDICATED ( 12, THICK I ELEV: 76.DMPACTED / / Agawam, Massachusetts 6" (MIN.) 5 S IMPERVI❑US CORE PRECAST FLARED END SECTION C❑SUBGRADE \ • - I SLOPE 1;1 MAXIMUM ( C❑MPACTED SUBGRADE Owner: • 8' (MIN.) ,� �, 11 I RIPRAP STONE PROTECTION (SEE TABLE) BALE TWINE TO BE $w. 1 Premier Parks & PARALLEL TO SECTION_Y1EY1__ GROUND SURFACE 12" Stuart Amusement Company NOTES: FILTER ` � 1623 Main Street .° a: b° .� FABRIC i. THIS CHECKDAM SHALL BE INSTALLED IN A DRAINAGE SWALE WITH BED WIDTHS COMPACTED / \ s� \ ' 6" OF 1-1/2" CRUSHED OX 3O7 OF 2 FT. OR MORE. SUBGRADE STONE BEDDING P.O.•2. THE DISTANCE BETWEEN HAY BALE CHECKDAMS SHALL BE DETERMINED BY THE SLOPE OF THE SWALE. CHECKDAMS SHALL BE SET AT EVERY 2 FT. DROP IN SECTION A-A ENERGY DISSIPATION SWALE ELEVATION. BOWL Agawam, Massachusetts 3. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. GENERAL NOTES: 4. INSTALL 3 STAKES PER HAY BALE WITHIN SWALE BED AREA. 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING CONDITIONS SURVEY WAS COMPILED BY HERITAGE SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSEfTS AND 15 Hay Bale Checkdam (Wide Swale) Flared End Section With Stone Protection Sediment Forebay Detention Basin SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN 8/99 3/99 02/00 02/00 AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER N.T.S. LD_670 N.T.S. REV LD_134 N.T.S. N.T.S. 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. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. A STAKES 5' ............ (2 PER BALE) 11h"x 11f2"x 4' WOOD STAKE (MAX) "' TOP OF BASIN ■ -■ . \/�\\� \\\\ ELEV. 86.0 B B \\%j 2 24" DIAMETER TRASH 1'x I'x 3' WOOD STAKE, (2 PER BALE) /\ 1 GRATE, GALVANIZED SILT FENCE BALED ESTEEL QUAL HA ■ /\y� !�\\\ OR APPROVED OR STRAW ;. ■ COMPACTED r�y��\/\ 1 REVISED PLAN TO INCORPORATE 3/24/00 JJF MATERIAL /l ELEV. 83.2 MUNICIPAL REVIEW COMMENTS FILTER AS RECOMMENDED `\\�%\/ No. Revision Dote ppvd. FABRIC \\ IPRAP RETAINING BY GEOTECHNICAL ENGINEER // STRUCTURE BEYOND Designed by Drawn by Checked by N A �_ -■, i:' -'i: -'i:• it•';;, PLAN.MEW CAD checked by Appro%ed by DIKE BEYOND Scale N.T.S. Date February 17, 20W PROTECTED 1,li, "L' -_y PLAN VIEW DI IF10E Project Title ,till, AREA — :'' / 1 ELEV. 81.2 RIPRAP SET 1N y BALE TWINE TO BE r. -;,; / PARALLEL TO CATCH 1"x1"x3' WOOD STAKE, MORTAR BEDDING Westerly Parking Area GRATE tilf, / GROUND SURFACE BASIN i A4' (DIA.) 6 — — — — — — — — 3 1 - ORI E \-,\ \//�,Y,\/,\/,\//\ \%\ �1 Six Fla ors New England FLOW 24' DIA OUTLET 1 /\/\/\/\/\/\/\/ / / / / / /\ 11 STAKED BALES I \\ v\ \\ g g ,111, / FILTERFABRIC — — — — — — — — —1 'T 1'• T ELE.Y 79. /\�\ \\\/�./../i/i./.,/i./..�., /. /i/i✓�\\�/\\/\�\/\� WORK ELEV. 76.0 /// //� �// , �, y\\i\�\\ \\\ \\\v\ \� a 'a BOTTOM OF BASIN \\/�\\ `\%\\/�\ 1623 Main Street SET TOP OF GRO NDINTO AREA FLOW- } �f \\///\// 'j FILTER FABRIC GROUND / 12" 36' MIN. COMPACTED LOW Agawam, Massachusetts 4" EMBEDMENT TYP. SECTION A-A PERMEABILITY CORE 8' (MIN.) COMPACTED SUBBASE \ Issued for 4 (MIN.) 0 0 d 0 0 0 BEDMENT 4" EMBEDMENT a°0 0 0 0 o O o° OO . o �` MIN. CEMENT CONCRETE INFILL 00 °Opp ° a �} 0 0 0 p o� ` °° °p O 8 °° (MIN.) ° ° °o°es° OB "O �� • �° Site 6" LOAM dt SEED Plan 8" (MIN.) 2'-0" 2'-0' 1' (MIN.} SECTION VIEW 12" COMPACTED __.. B GRAVEL Approval �!?1AnuMnvaPn 2 A COMPACTED SUBGRADE � 1 _0" 1 ;- •. NOTES: A \/�,//\\/ MIN. ///\//\\' Drawing Title STAPLE 1. ENCLOSE STRUCTURE WITH HAYBALES IMMEDIATELY AFTER CATCH BASIN CONSTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMANENT STAND OF \\i JOINTODD DETAIL //\i�\/% / /j�\/j�✓� STAKE GRASS HAS BEEN ESTABLISHED. PLACE 4" OF FABRIC �\%\\�\\%\ X ALONG TRENCH AWAY 2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE TO PLACED AROUND NOTES: \/\/\\/�\/\\/�\�\\\�\/�\// \\\, FROM PROTECTED AREA THREE SIDES OF GRATE ONLY. �!/\!/\!/\!/,. ✓/. ,✓/.�//.!iVA /i✓c✓%/i FILTER FABRIC BACKFILL AND COMPACT. NOTE: 1. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO �Qty WITH PUT ONE HAY BALE PERPENDICULAR 3. GRATE TO BE PLACED OVER FILTER FABRIC. OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. Details ALONG HAY BALE BARRIER (100' D.C.). 2. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED COMPACTED LOW WITH RIPRAP STONE PROTECTION 4, BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND � BUTYL RUBBER. PERMEABILITY CORE W MORTARED JOINTS REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY AS NEEDED. sEcnoN B-_B Silt Fence/Hay Bale Barrier 8/99 Catch Basin Sediment Trap 8/99 Pond Outlet Control Detail 8/99 Stone Check Dam 12/99 Crowing Number N.T.S. REV LD_654 N.T.S. LD_673 N.T.S. REV LD_163 N.T.S. REV JOHN J. Fl1RMAM c— 10 CML No.41010 9�an�gt� sheet of 10 12 Project Number 06229.00 3l 30`o 0 11MasprlPro jects1062291cad11 d1YR20001P1 a n set\Park inglnoilPlotdct.dwg 10 Ri> �4,F'. a: Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 505 East Columbus Avenue Springfield,Massachusetts 01105 413 747 7113 •FAX 413 747 0916 Applicant: Premier Parks & Stuart Amusement Company 1623 Main Street P.O. Box 307 Agawam, Massachusetts Owner: Premier Parks & Stuart Amusement Company 1623 Main Street P.O. Box 307 Agawam, Massachusetts GENERAL NOTES: 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING CONDITIONS SURVEY WAS COMPILED BY HERITAGE 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. WETLAND LIMITS WERE DELINEATED BY VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. HARDWOOD STAKES OR DEADMAN (TYP.) TREE PIT 1 REVISED PLAN TO INCORPORATE 3/24/00 JJF ROOT BALL ROUNDED CONCRETE CAP MUNICIPAL REVIEW COMMENTS No. Revision Date Appvd. 1/2 INCH DIAMETER GUY WIRE BLACK REINFORCED RUBBER Designed by Drawn by v,hecked by HOSE (ABOVE FIRST BRANCH) :ONCRETE FILL CAD checked by Approved b, ELAM THREE STRANDS OF #10 GAUGE Scale N.T.S. Dcte February 17,2000 TWISTED GALVANIZED STEEL WIRE Project Title z" STEEL PIPE FILPANT westerly Ping Area PLANT 1 INCH ABOVE WITH CONCRETE PAINT SURROUNDING GROUND 2"x2"x8' HARDWOOD STAKE :'ULOR SELECTED BY ARCHITECT (3 STAKES PER TREE) 10 i7 3" PINE BARK MULCH. DO NOT TIGHTEN AS SHOWN. Six Flags New England COVER STEMS OR TRUNK. UNTIE AND CUT AWAY BURLAP ° ' 1623 Mann Street FROM 1/3 OF ROOT BALL (MIN); TREE SHALL BE SET PLUMB, IF SYNTHETIC WRAP IS USED, AFTER SETTLEMENT FIN SHED GRADE REMOVE COMPLETELY. SURFACE TREATMENT VARIES Agawam, Massachusetts 4 TRUNK FLARE SHALL BE SETUEEMEMER ssued for SLOPE TO FORM SAUCER. 2" ABOVE THE ESTABLISHED Site FINISHED GRADE, SIT ROOTBALL y PLANT BACKFILL MIXTURE. DIRECTLY ON UNDISTURBED SOIL. Plan 3" PINE BARK MULCH, ;o \\i '74' DIA. CONCRETE ENCASEMENT WITHIN 3DO NOT PLACE OF TRUNK. M �. OF Approval EXISTING OR COMPACTED ° \\% COMPACTED GRAVEL Drawing Title 3" SLOPE TO FORM 3" HIGH SAUCER. SUBGRADE HOLE — THREE TIMES ROOTBALL DIAMETER ° '4 / WITH SLOPED SIDES \ \ j\ PLANT BACKFILL MIXTURE. > 777-75 UNTIE AND CUT AWAY BURLAP Details FROM 1/3 OF ROOT BALL (MIN); COMPACTED SUBGRADE IF SYNTHETIC WRAP IS USED, NOTE' \ \\/�`\// / /�� REMOVE COMPLETELY. LOOSEN ROOTS AT THE OUTER 18" EDGE OF ROOTBALL OF SUBGRADE CONTAINER GROWN SHRUBS HOLE — THREE TIMES ROOTBALL DIAMETER, WITH SLOPED SIDES Growing Number Shrub Planting ai99 Tree Planting (For Trees Under 4" Caliper) 8/99 Bollard g�gg FUMM C— N.T.S. LD_600 N.T.S. LD-602 N.T.S. LD_701 CWL W0.41010 v, Sheet i 1 of P_ 12 Project 06229.00 - —- --_ — 11Maspr\Pmje.cts\062291cad1ld1YR20001P1anset\Parkinglnoi\Plotdet.dwg ,.V Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services TIE WIRES TOP RAIL - 505 East Columbus Avenue 2" DIAMOND MESH FABRIC Springfield,Massachusetts 01105 413 747 7113 •FAX 413 747 0916 yJ CENTER RAIi 4" CEMENT CONCRETE SURFACE 12" 6" VARIES (6" IN VEHICULAR AREAS) �y TRUSS ROD TREATMENT BITUMINOUS CURB W.W. MESH I 9-J� e0 ! AppliCOnt: VARIES CONC. PAVEMENT 3/4 CHAMFER TOOLED JOINTFAAX FINISHD ES��LE R I Premier Parks & 7\ (TOP COURSE) 6" REVEAL 15 6" 2" FINISH 1.0 Y. MIN. SLOPE --BITUMINOUS PAVEMENT x - —•x \\.` VARIES- CONC. PAVEMENT •x ° o o oy °°�O // \ � � �I UI Stuart Amusement Company (BINDER COURSE) a Op O 14- ELEVATIi.°x �e" COMPACTEDa�- 1623 Main Street \\ °pp R 7 0 0.o0°° ° °° ° ° ° ��$po j\\/�yI GRAVEL P.O. Box 307 \/ o °° O ° 0 60 o \�\/ COMPACTED \ \ O O °0 O \ \\\,' o " o ° 8 °° 0 8 / /// /i.,f SUBGRADE O o ° o°O ° °o o O°o O °° p o °° °o \\�\\,\� U 41.f �� SEE NOTE 9 TOP RAIL Agawam, Massachusetts \/\f a ° ° a 8 8 O° °a° ° SECTION ;R\R\ 00 ° ° 12"o 0 0. 00�° ° ° 8 0 ° °� 0� 12" FENCE FABRIC j� °a Q O p °O °a 0 a O O°e0 ° ° O a �� P—� s�� v \� °° °° • o ° o O o °° °o CORNER, END OR \%\\ o o °W o °� 00 0 000°8°0 °a a° °° O o OO � ' (MAX.) LINE POSTS = ZO \ /+ LIP MAX. CENTER cn� owner: \y/1/\TMEN/ / ° f% �// %/f/ %/ f ///f/// %/\\%�yj\\ EXPANSION � W n/ / f % f / / ///� JOINT SEALANT 1" WASH RAIL o w� Premier ParksY/�iv/�/�.�//t�/�Y/�y/�/��/�//�/if/��/v .//if///� 1/�/v/t�/i.//i. (AT FIXED �ES: twn o LOCATIONS) FIN. GRD. 1, THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP COMPACTED ; CR055 SLOPES SHALL BE 1.5X (1X MIN.). I Stuart Amusement Company GRAVEL BASE 2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE p 1. PROVIDE EXPANSION JOINTS EXCLUDING CURB RAMPS SHALL BE 5X I p i% �° 1623 Main Street AT MIN. 30 FT. O.C. WITH PRE- 1/2" 3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB CONCRETE FOOTING I I J COMPACTED MOULDED JOINT FILLER. (3000 PSI-TYPE I)---I U NOTE: SUBGRADE CONCRETE o 10 o RAMPS SHALL BE 7.5X I P.O. Box 307 ALL CURBING TO BE MACHINE EXTRUDED 2. PROVIDE CONTROL SIDEWALK o 0 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY JOINTS AT 6' O.C. o PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, 10" DIA, 0 LINE POs� 1/2" PREFORMED UTILITY POLES, TREE WELLS, SIGNS, ETC.) OR 1'-4" a CORNER, Agawam Massachusetts 3. PROVIDE BROOM FINISH IN EXPANSION JOINT 5. CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. PULL OR END POSTS � DIRECTION PERPENDICULAR BLDG. FACE OR TO CURB. FIXED OBJECT 6, BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. -SEQ kQN_ NOTE: GATES AND HARDWARE TO 4. CEMENT CONCRETE SHALL BE 7. SEE TYPICAL SIDEWALK SECTION FOR RAMP CONSTRUCTION. BE A5 PER MANUFACTURER'S GENERAL NOTES: 4,000 PSI-TYPE II JOINT DETAIL 8. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH SPECIFICATION. (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. CONDITIONS SURVEY WAS COMPILED BY HERITAGE 9. ELIMINATE ALL CURBING AT RAMP (OTHER THAN VERTICAL SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN CURBING, WHICH SHALL BE SET FLUSH) WHERE IT ABUTS ROADWAY. AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER PARKS, INC. DATED AUGUST 4, 1999. Cape Cod Berm (CCB) Monolithic Concrete Curb & Sidewalk (MCC) Chain Link Fence 12/99 2. $/99 e/99 Accessible Curb Ramp (ACR) - Type 'D' 12/gg . N.T.S. REV LD_407 N.T.S. LD_421 THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT IN N.T.S. REV LD_480 N.T.S. LD_503 INTENDED TO 8E USED FOR PROPERTY BOUNDARY LAYOUT. 3. WETLAND LIMITS WERE DELINEATED 8Y VANASSE, HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999. 2-5/8" GALVANIZED — CARRIAGE BOLTS PER POST PER RAIL 4'-0" O.C. 12" TREATMENT VARIES II 11 II STEEL REINFORCED PRECAST CONCRETE CURB 1 REVISED PLAN TO INCORPORATE 3/24/00 JJF MUNICIPAL REVIEW COMMENTS 1" CHAMFER BUTT JOINT (TYP) No. Revision Data Appvd TACK COAT Designed by Drawn by Checked by PROPOSED BIT. — - - CONC. PAVEMENT SLOPE VARIES— INSTALL CEMENT CONCRETE 1 W BITUMINOUS SURFACE COURSE CAD checked by Date y SWING ARM sca'e February17, 2000 ^• (3000 PS!-TYPE I) IF 1 14" BITUMINOUS BINDER COURSE N.T. . °+ �a CURB IS SET AFTER BINDER O o o vo 0 0 0 Goo Project Title r�Y/ �\�\y��/ °o�O° COURSE IS IN PLACE o a o 0 0 0 0 0 o v 1'-4" 3'-8" SLEEVED POST- • 0 0 o a O O o o PADLOCK 4" GALVANIZED Westerly Parking Area �00 0 0 ° ° O°Q j� a ° O ° 00 cp °°0 oa o o ° ° O o� ° ° ° ° a q 12" COMPACTED GRAVEL BASE COURSE LOCKING STEEL POST / °o°°O O°�°° �O °° °°O °p� o O° ° o0 0 '� I I 4' ASSEMBLY • ,/ ° : : . ° °° 8°° ° ��o p o ° ° o o$o _ Six Flags New ° o England 0//1 ° p EXISTING GRADE 1623 Main Street a 8 . o 41 s"xe" wood ° °o ° ° a ° _ POSTS 0 14'-0" \"/f °° COMPACTED SUBGRADE 8 °O� 4'-0" O.C. 1 \ a n Oa o° o° °a o'° , ° 8 i I Agawam, Massachusetts I CONCRETE FOOTING g Issued for ;' 4"x10" WOOD RAIL o Site 1916" BY 2fh" DOWEL SOCKETS N 2� SHALL BE FURNISHED AT ENDS 2 j 6" 6" 6" OF AL ECU DSECTIONS TO 717 / T \ \��\\y. '/ 24" Dlr, ® POSTS Plan COMPACTED GRAVEL + I \""''/ : Approval BASE CURB I f \ Drawing Title COMPACTED jL SUBGRADE FINISHED SURFACE L J NOTE: PROVIDE ADDITIONAL 4" GALVANIZED STEEL Details POST TO HOLD SWING ARM OPEN WHEN IN USE HM:-- PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. Precast Concrete Curb (PCC) &/sg Bituminous Concrete Pavement Sections 8/99 Wood GuardRail B/99 Crash Gate 8/99 Dr°wi,ig Number N.T.S. - LD_404 N.T.S. REV LD_430 N.T.S. N.T.S. OF REV LD_450 REV LD-4B5 J("J, Gmt w C- 12 No.41010 gEarBT��o Sheet of AL Eta'' 12 12 Project Number 06229AX) 11Ma,;PrNprojects1062291cadUd1YR20001P1 ansetlPark i nglnoi\Plotdet.d wg r— I 59 ) rtVanasse Ha en Brustlin Inc. n -` Transportation - - Laud Development Enviromnental Services 101 Walnut Street, P.O. Box 9151 Watertown, Massachusetts 02471 T 617 924 1770• FAlY 617 924 2286 O 505 East Columbus Avenue Springfield, MA 01105 413 747 71 13 •i-AX 413 747 0916 U KI TP,EAM �— (APPROXIMATE) --�-- aNc A4 A4 AJL AIL AIL AJL 3JL I O A4 Ak LIMIT OF WORK APPROXIMATE EDGE OF PROPOSED / OVERFLOW FIELD (UNPAVED) f l 1. PROPOSED OVERFLOW PARKING AREA TO BE ON UNPAVED SURFACE f' " " 1 OF GRAVEL OR GRASS—COVERED- LIMITS OF PARKING ARE r 2 ' APPROXIMATE. PARKING STALL LAYOUT IS PROVIDEDTO SHOW THE i APPROXIMATE NUMBER OF PARKING SPACES AVAILABLE. NO PERMANINT STRIPING IS PROPOSED. MINOR REGRADING WITHIN THE s 4 to to to to ra to fa to to fa fa fa t4 to t4 ra fa LIMIT OF WORK IS PROPOSED TO PROVIDE A SMOOTH PARKING - SURFACE. 252 a' 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, ALL EROSION AND i 2 f SEDIMENTATION CONTROL IF TO BE INSTALLED BY THE i 27' ' CONTRACTORS AND APPROVED BY THE ENGINEER. ALL EROSION / AND SEDIMMENTATION CONTROLS ARE TO GY MAINTAINED BY THE CONTRACTOR FOR THE DURATIONOF CONSTRUCTION. 452nj 16 f6 1 @7 27 27 27 27 27 27 27 27 27 27 27 27 27 21) 21 ' 1"=100' 2/17/99 3. NO WORK OR STOCK PILING OF ANY MATERIAL IS TO TAKE PLACE WITHIN OR IMMEDIATELY ADJACENT TO THE WETLAND RESOURCE AREAS INCLUDING THE 100' BUFFER ZONF. �P Riverside Park I 4. PROPOSED PARKING UNDER CONSTRUCTION IS SHOWN FOR 2 TOTAL PARKING SPACES-946 / INFORMATION ONLY. THE LAYOUT SHOWN HEREIN WAS APPROVED F — / BY THE TOWN OF AGAWAM. PLAN PROVIDED BY BAYSTATE Agawam, Massachusetts ENVIRONMENTAL CONSULTANTS, INC. INTITLED "SITE PLAN � -- --- — OVERFLOW PARKING LOT" RIVERSIDE PARK; AGAWAM, MA. SCALE 1'"=60 DATED MARCH 1993 REVISED THROUGH 2/3/99. ti 1t ' (22 22 22 22 22 22 22 22 22 22 Local Permits- Special Use Permit 2 22 / Zoning Board of Appeals PROPOSED PARKING LOT UNDER CONSTRUCTION , ° + EXISTING BARN Conceptual (SEE NOTE 4) TO BE DEMOLISHED -� 94't overflow Parldn LIMIT OF PARK[ UNPAVED Plan (TYPICAL) PROPS pX1M A ) PR r ' _ SAP 100 0 100 200 SCALE IN FEET 1_ 1 _ s1 06229.00 1lkirklchcckiii\06 2291cad\ld16229:;1Tl).cl i t.eI'lan s Issued for: Site Plan APprovalngll Six I • Date Issued: February 17, 2000 ags New E a. Latest Issue: March 24, 2000 Westerly Parking Area 1623 Main Street Agawam, Massachusett, l) Index No. Drawing Title Latest Issue C-1 Legend and General Notes March 24, 2000 C-2 Existing Conditions February 17, 2000 N VM C-3 Key Map March 24, 2000 � � Vanasse Hangen Brustlin, Inc. C-4 Dimensional Layout and Materials March 24, 2000 AGAWA � Transportation Land Development C-5 Dimensional Layout and Materials March 24, 2000 Environmental Services C-6 Grading, Drainage and Utilities March 24, 2000 �J � �5 . . 505 East Columbus Avenue C-7 Grading, Drainage and Utilities March 24, 2000 J Springfield, Massachusetts 01105 C-8 Landscaping March 24, 2000 � t�: ` _ 413 747 7113 FAX 413 747 0916 w C-9 Details March 24, 2000 N LO 1 C-10 Details March 24, 2000 Owner: C-11 Details March 24, 2000 PROJECT � Premier Parks & C-12 Details March 24, 2000 LOCATIONStuart Amusement Company _. 1623 Main Street P.O. BOX 307 Massachus t��,�� ,T� Connecticut Agawam, Massachus':tts LOCATION MAP Applicant: o Z000 4000 Premier Parks & SCALE IN FEET Stuart Amusement CompanySITE PLAN APPROVALS., AGAWANI PLANNING BOARD 1623 Main Street � P.O. Box 307 Agawam, MassachusettsOft OF FUMM No.amo f n eraa�° I�Uh U 3 30 on LEGEND ABBREVIATIONS GENERAL NOTES EXIST PROP EXIT PROP GENERAL 27.21 TC 27.21 TIC PROPERTY LINE 27.15 BC Xx 27.15 BC TOP & BOTTOM ELEVATION 27 21 TIC27 21 TC TOP & BOTTOM ELEVATION 1. SEE ARCHITECTURAL FOR EXACT BUILDING AND ALL DETAILS C • PROJECT LIMIT LINE 27.15 BC x27.15 PROP PROPOSED TECTURAL DRAWI DING DIME CONTIGUOUS TO THE BUILDING,BC Vanasse Hanger Brustlan Inc.21.25 21.25 MIN MINIMUM INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, CONCRETE DOOR PADS, RIGHT-OF-WAY/PROPERTY LINE 21.25 2125 SPOT ELEVATION w/LEADER COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. EASEMENT x/- x_ SPOT ELEVATION w/LEADER MAX MAXIMUM 2. LAYOUT DIMENSIONS ARE FROM FACE OF BUILDING, RETAINING WALLS, CURLsS OR BERMS, Transportation BUILDING SETBACK 21 X 25 21 X 25 SPOT ELEVATION Land Development 10+00 10+00 RET RETAIN 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT Environmental Services BASELINE BORING LOCATION BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE CONSTRUCTION LAYOUT 6M 6M TEST PIT LOCATION REM REMOVE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE THE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE 505 East Columbus Avenue FOR ANY AND ALL DAMA3ES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND Springfield,Massachusetts 01105 ZONING LINE ® ® TEST WELL REMOD REMODEL PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL REPAIRS SHALL Btu 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 E =CAVATION AT 1-888-344-7233. LIMIT OF WORK 12"D 1= ABAN ABANDON 4. RIM ELEVATIONS OF PROPOSED DRAINAGE MANHOLES AND ASSOCIATED STR ,CTURES ARE APPROXIMATE. FINAL DRAINAGE LINE ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH THE GRADING FANS. ADJUST ALL OTHER RIM ELEVATIONS Applicant: EOP ADJ ADJUST OF MANHOLES, WATER GATES, GAS GATES AND OTHER UTILITIES TO FINISF ) GRADE WITHIN LIMITS OF WORK. GRAVEL ROAD OD OD OVERFLOW DRAIN Premier Parks & EDGE OF PAVEMENT 6"RD S"RD ROOF DRAIN EXIST EXISTING 5. CONTRACTOR TO REMOVE ALL EXISTING MANMADE SURFACE FEATURES WITI ijN THE LIMITS OF WORK AS DIRECTED. REMOVE ALL EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL 'VITHIN THE PROPOSED BUILDING CCB CCB Stuart Amusement Company CAPE COD BERM OHW OHW OVERHEAD WIRE 6. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF ROPOSED PRIVATE UTILITY SERVICES 1623 Main Street Pcc PCC R&S REMOVE AND STACK SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AN, , APPROVED BY, THE RESPECTIVE UTILITY PRECAST CONC. CURB s"w s•w WATER LINE COMPANY (GAS, TELEPHONE, ELECTRIC AND FIRE ALARM). FINAL DESIGN ' )ADS AND LOCATIONS TO BE VGC_ VGC VERT. GRAN. CURB 4"FP 47P-- FIRE PROTECTION LINE FDN FOUNDATION COORDINATED WITH OWNER AND ARCHITECT. P.Q. BOX 3O7 SGE SGE SLOPED GRAN. EDGING 3"G -GAS- GAS LINE ELEv ELEVATION 7. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE Agawam Massachusetts LIMIT OF CURB TYPE UGE- _UGE UNDERGROUND ELECTRIC OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY T�'t CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLL,TION OF THE CONFLICT. SAWCUT T TELEPHONE LINE BS BOTTOM OF SLOPE MATCH- 8, AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE Owner: S�>�T 2 OF 2 MATCHLINE FA FA FIRE ALARM TS TOP OF SLOPE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. ALL AREAS Premier Parks & SWL SWL CATV CAN CABLE TV DISTURBED DURING CONSTRUCTION NOT COVERED WITH BUILDINGS, STRUCTURES, OR PAVEMENT SHALL RECEIVED SIX SOLID WHITE LINE VGC VERTICAL GRANITE CURB INCHES OF LOAM AND SEED. Stuart Amusement Company sYl sn SOLID YELLOW LINE ® ® CB CATCH BASIN BWL BM_ SGE SLOPED GRANITE EDGING 9. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS AND SHALL BE RESPONSIBLE FOR PAYING ANY FEES FOR ANY BROKEN WHITE LINE DCB DOUBLE CATCH BASIN POLE RELOCATION AND FOR THE ALTERATION OR ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM AND ANY 1623 Main Street BYL BYL OTHER PRIVATE UTILITIES BY THE UTILITY COMPANIES. BROKEN YELLOW LINE ® CI GUTTER INLET MCC MONOLITHIC CONCRETE CURB P.O. BOX 3�7 SYCHL SWCHL SOLID WHITE CHANNELIZING LINE V OO°W DRAIN MANHOLE 10. UPON AWARD OF CONTRACT CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY SYCHL SYCHL Cc CONCRETE CURB FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL 9ONDS ASSOCIATED WITH THE WORK SOLID YELLOW CHANNELIZING LINE -TD- =TD= TRENCH DRAIN INDICATED ON THE DRAWINGS. Agawam, Massachusetts SL SL DYL DOUBLE YELLOW LINE [ CCB CAPE COD BERM 11. ALL PROPOSED GRANITE BOUNDS AND ANY EXISTING MONUMENTATION DIS7 REED DURING CONSTRUCTION SHALL BE PLUG/STUB RESET BY A PROFESSIONAL LICENSED SURVEYOR (PLS). GENERAL NOTES: STOP LINE FES► FEs► FLARED END SECTION Bc BITUMINOUS CURB �/ HEADWALL 12, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOI SAFETY. ALL CONSTRUCTION ACTIVITY 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING "i" T T T CONDITIONS SURVEY WAS COMPILED BY HERITAGE STEEL GUARD RAIL PCC PRECAST CONCRETE CURB SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. SURVEYS, INC. OF SOUTHAMPTON, MASSACHUSETTS AND IS WOOD GUARD RAIL © GREASE TRAP SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN ® 13. ALL WORK PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL CONFOF TO ALL LOCAL MUNICIPAL STANDARDS. A(.AWAM, MASSACHUSETTS* SURVEYED FOR PREMIER CONTROL STRUCTURE NIC NOT IN CONTRACT WORK WITHIN STATE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDI )N OF THE STANDARD SPECIFICATIONS P-.RKS, INC. DATED AUGUST 4, 1999. PATH FOR HIGHWAYS AND BRIDGES. 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT TREE LINE SEWER MANHOLE NTS NOT TO SCALE INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. 14. ALL HANDICAP ACCESSIBLE PARKING SPACES, RAMPS AND SIDEWALKS SHA'.L BE CONSTRUCTED IN CONFORMANCE _. WETLAND LIMITS WERE DELINEATED BY VANASSE, -x-x-x- -x-x-x- CHAIN LINK FENCE ® • WATER MANHOLE TYP TYPICAL WITH THE AMERICANS WITH DISABILITIES ACT AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (WHICHEVER F AGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE STONE WALL OW O IF MORE STRINGENT). S 2VEYS, INC. DURING SEPTEMBER, 1999. C WG WATER GATE APPROX APPROXIMATE -- RETAINING WALL . TAPPING SLEEVE & VALVE TSV TSV 15. ALL SITE SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE M1 JAL OF UNIFORM TRAFFIC CONTROL ..�. DEVICES. HAY BALES ACR ACCESSIBLE CURB RAMP PRESSURE REDUCER 16. CONTRACTOR TO COMPLY WITH ORDER OF CONDITIONS TO BE ISSUED BY a AWAM CONSERVATION COMMISSION. FES FLARED END SECTION 4 4 MINOR CONTOUR SIAMESE CONNECTION - 17. ALL CURB RADIUS TO BE 5'-0", UNLESS OTHERWISE NOTED. 20 20 MAJOR CONTOUR 4YD FIRE HYDRANT BW BOTTOM OF WALL TS WM WM 18. CONTRACTOR SHALL INSPECT WORK UNIT AREA FOR COMPARISON TO EXIS-';qG CONDITIONS DEPICTED HEREON. TOP of SLOPE PIV PIV Tw TOP OF WALL WATER METER CONTRACTOR SHALL NOTIFY ENGINEER/OWNER OF ANY DISCREPANCIES PRI:R TO CONSTRUCTION COMMENCEMENT. B5- -BS- BOTTOM of SLOPE • POST INDICATOR VALVE -- 19. PRIOR TO INSTALLATION OF ANY SEWER, WATER OR DRAINAGE LINES THE 'ONTRACTOR/OWNER SHALL CONTACT THE ® ® WELL RR RESTROOM TOWN OF AGAWAM'S ENGINEERING DEPARTMENT AT 413-786-0400 EXT. 277. NO PIPING/APPURTENANCES WILL BE BUILDING GG GG FF FINISH FLOOR INSTALLED OR BACKFILLED WITHOUT THE PERMISSION OF THE DIVISION. � GAS GATE EN 11 EN BUILDING ENTRANCE GM GM 20, PROPOSED PARKING STRIPING TO BE 4" WIDE WHITE TRAFFIC BEARING PAINT. 14 LD 14 LD LOADING DOCK ° ° GAS METER-_ U7LITY 21. DRAINAGE PIPE TO BE HIGH DENSITY POLYETHYLENE UNLESS OTHERWISE S`-✓=GIFTED. SEE GRADING, DRAINAGE AND BOLLARD 0 • ELECTRIC MANHOLE CIT CHANGE IN TYPE UTILITY PLAN FOR SIZES. _ ® 0 DUMPSTER PAD EB FB ELECTRIC BOX 22. WATER MAIN EXTENSION TO BE 8" DUCTILE IRON CLASS 52. PROVIDE POL`i_THYLENE ENCASEMENT AT CROSSING OF 1 REVISED PLAN TO INCORPORATE 3/24/00 JJF F&G FRAME AND GRATE TENNESSEE GAS PIPELINE TRANSMISSION MAINS. MUNICIPAL REVIEW COMMENTS + T SIGN oM rM No. Revision Date Appvd. ELECTRIC METER s DOUBLE SIGN LIGHT POLE FdcC FRAME AND COVER 23. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTING THE PARCEL AND INCLUDING Designed by Drawn by peeked by PM PM THE TREEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITI `N BY THE OWNER OF THE PARCEL. CAD checked by Approved by • PARKING METER 4 FLOOD LIGHT �■ 0-0 SINGLE REINFORCED CONCRETE PIPE 24. PRIOR TO COMMENCING WORK ACTIVITIES, SEDIMENTATION/EROSION CONTR('v- BARRIERS SHALL BE INSTALLED, Scale Date February 17, 2000 10 SINGLE LUMINAIRE MAINTAINED AND SHALL NOT BE REMOVED UNTIL ALL WORK IS COMPLETE :,ND VEGETATION IS ESTABLISHED. ■`� ■.a DOUBLE LUMINAIRE VCP VITRIFIED CLAY PIPE Project Title PARKING COUNT C10 COMPACT PARKING STALLS� Westerly Parking Area CROSSWALK �` all TRIPLE LUMINAIRE PVC POLYVINYL CHLORIDE PIPE ■ ■ QUAD LUMINAIRE ACCMP ASPHALT COATED CORRUGATED METAL PIPE SIX Flags New England GONG. PAVEMENT WALL PACK 1623 Main Street 0 NORMAL PAVEMENT -EL AW CIP CAST IRON PIPE HEAVY DUTY PAVEMENT OT �TMH TELEPHONE MANHOLE Agawam, Massachusetts - ® ® HANDICAP RAMP To To TRAFFIC SIGNAL DIP DUCTILE IRON PIPE Issued for El � SIGNAL Box HANDICAP PARKING CP HYD HYDRANT Site FACP FA FIRE ALARM CONTROL PANEL Plan VAN-ACCESSIBLE HANDICAP PARKING FS FS PIV POST INDICATOR VALVE VAN o a FIRE ALARM BOX Detail no. ❑T M TRANSFORMER PAD Approval ARCH. DETAIL (SEE CAP CORRUGATED ALUMINUM PIPE Drawing Title Sheet no.:::DB ARCH. DRAWINGS) 0 MANHOLE INV INVERT ELEVATION `a' UTILITY POLE PWW PAVED WATER WAY Legend and C_ GUY POLE ® ® HAND HOLE UP UTILITY POLE General Notes © PB PULL BOX TSV TAPPING SLEEVE, VALVE AND BOX FIRE HYDRANT COND CONDUIT © NORTHERN/EASTING TAG HDPE HIGH DENSITY POLYETHYLENE Drawing Number OF FD FOUNDATION DRAIN JfOFIt'1 J. C_ 1 FURMIAN CIVIL No.41010 Sheet of 1 12 L ( ` Project Number 06229.00 -3 3Q 0 L 11Masgr\Pro jects1062291CAD1LD1Yr20001P1anset\Parking\Westem\Plan ning\Plotleg.dwg 76 LJ /-57.13'� If f *-X-X-W- -X 131-m-i 0 V 2 A ' - - _ _ `_ _ ___ _ _ _ - �� 1 �_ _ _ _� X84.8 l�k9� X57 I 1 94-1 ' 87,� 35 x65.6 94.X 93 X X- X�x I-X-r-X-X-X-X � 570 A - . ...... IP4, -P :i�� X -4- 578/ 9 o 77 II 56.6 961 + + 64.4 J I !.'. .--1 ..---Z XW 83.3 *93.7 571,, ........... I -�L- - + 75.0 / X )io Vanasse Hangen Brustfin, Inc* 6 + X 93.4 (D X 5 X A.5 --dr Transportation 92.9 X91.3 X91.0 -T CD 6 f4 6,2 fll� - 6'rkm I 2 -�q' 0 Land Development 871 94.4 4. X92 Z- ')�b X64,9 Environmental Services X93.4 X90-8 4V rx 93A I X914 85.0 5o5 East Columbus Avenue 90.9 X91.0 89.2- X6&9 Springfield, Massachu. xg3, + ! a I ! i F k # ) ; f S ( i 1 3 i E I I I ` I i i ..J .� . -�` , \ f.-:� x B.7 _ ,� - , _-. _.__'--�� --�� \ setts 01105 70916 9 + X93.3 X92.5 413 747 7113 •FAX 413 74 X ------------ /)" . - X 3 590 J + 84 A \\\' \ \ 6X 92. 9 \ \ X 88.5 X69.1 X -.I r-17-s 57 9 58.6 57. Applicant: X X5 X92.5 X91.7 + XII 1 851 X 0 X93.7 X93.1 X91A x6g.9 X X9 0 59X2 + F X R I I I 1fl ; i 58.4 X Parks & 630, Premier X x6t 8&4 k5&6 56.7 X91.5 X93.3 X91+5 (a 69 1 N x92.9 X91.9 + rl X X92.3 )45B \ \ Xq1.a , t Stuart Amusement Company \1.6 + X136.5 .7 X58.5 64.1 x59.2 3.5 f 612 j 1623 Main Street it . 11-, X5 a �9 A X X x93.1 X91,7 X91.3 X(55�6 f.,4 52 8 x92.3 X91.9 A + 63. 58,1 E , � P.O. Box 307 X N E 58.2 89 X 8 87.0 It 6 .35 1 AM.7 58.7 2 +x92.9 am, Massachusetts 91.1 X Agaw 0 71,1 It if �Iir lit Ili,] 61'.7 88-4 iii it i 0 6 .4 9.9 X91.3 X X90.5 0' x92.3 X90.8 + X90.2 Z3 1A Z_ 87 X AAA x9I.7 �1!7 + Ili III f:; III lit lit. x5&7 III Ill Oil III 111 1111 X 87.2 2. X Owne�: 87.9 X-73 89 + X59.3 92.3 j 5b 89.9 SCR X X X .8 5M + Premier P A Parks & 92.4 71X1 X59.1 X91.13 X90,7 X90 5 X90.2 X X X86.2x 9U It X91.7 Stuart Amusement Company 1;. 9.2 X59�O + 7 5-hq:�e-n v2uCl e�� X14.7 X X 5 SIIJI.2 A X92 5 P,1,, 1623 Main Street -7:3 A 90.1 86X2 86r 67.4 A 87L IT f X57.6 P.O. Box 307 �x X89,7 �8-x 7 J 9XI 91 11 L X91.3 K92.7 X90.8 If .3 xg�.g 91.9 • C"'a )( 5 Agawam, Massachusetts tJU X89.6 0 1 {a ,10 x B,.b 69.1 X91.0 902 86 .2 X91.5 OF x57 GENERAL NOTES: x90.2 r X91.2 67.5 57 2 6 .3 x :. INFORMATION PROVIDED HEREIN FOR THE EXISTING X CRA I ED X .9 X CONDITIONS SURVEY WAS COMPILED BY HERITAGE 86.5 A PTON, MASSACHUSETTS AND IS X '856. XWO SURVEYS, INC. OF SOUTHAM X SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN 96.3' 3 \M1 '.�'; ! I I / �\ , X19.3 X67. AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER BARKS, INC. DATED AUGUST 4, 1999, 85 X 85.1 85.7 X89.6 .53 89.2 X IS NOT 90.9 X813.9 85.5 2. THIS PLAN IS FOR ENGINEERING DESIGN AND X571 X89.1 85.9 A INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. A, .69.0 0 X \ \� P P 85.5 x P'I Ix\' I I % 1 X58 8 3, WETLAND LIMITS WERE DELINEATED BY VANASSE, X X99.5 82.8 71+1 X5&2 HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE X89.3 Ta X 3X5 SURVEYS, INC. DURING SEPTEMBER, 1999. '�i �r'�Tl -y-n' S'Pat'�f;�'5 X8 2 '91 ).4 X89,4 X 4. EXISTING PARKING FEATURES OBTAINED FROM X J X89.4 X a PLANS PREPARED BY BAYSTATE ENVIRONMENTAL 88.5 92.4 1 91.49 bo.64 96.4 CONSULTANTS DATED 2/11/99. X X X Z= .2 X 89 7 x6o.2 A . X X89.3 89.0 72.8 - X59.8 -5 IX39.4 39.4 X . 90.3 89,4 --- i XSM 1 EDGE OF GRAVEL I " 112.q 1 78)3 X X.- -77, )eX61.0 'I, X 87.6 71.2 X88.8 87.7 X63.9 638 X 89.1 X88.7 X88.5 1 M 89 90.7 x A 67.5 X A 693 605 62,7 111 87.1 X X86. X87.3 90.41 85.4 136 5 X69 I X88.3 8 X .6 4(7 X876 -TI X88.3 x8B.8 sass x W 1 100 rr x8!.2 -�"\ . X87'8 l)7�3 X86.9 X (516 'IN I f X 59.3 86.6 X M 73.2 2 X87,5 X X88.3 X x88.7 7�.2 BI 1 87.1 22 No. Revision Date PPVd- X 90.6 X87.7 X 86 2250 5 WF 1 102 brown by A Designed by X 88.3 1 ,226 < r7!�� as 3 WF 1 10 LJ Approved by <89.3 x89.2 X89,0 A .WF j JJ 103 CAD checked by Nc ate ff,' X 04 03 February 3,2OW '(k 8.3 69.3 z x87.6 864 0 Project Title 8 .9 -WF B1 139-125 x86.7 871 X71.1 )2251 1 *WF B1 k-1 XB5.1 X X 88.4 \>8(5.8 X86.6 LL186.5X89.1 l Westerly Parking Area X89.4 X86.6 1 C) WF 1 > LLI 90.7 .4252 X' 89-124 X86-8 86.4 87.4 \ 205 X87,4 X C) INIF 1-\102 0 X88.3 X LJLJ X86.8 Six Flags New England L.LJ x87.6 X89.4 1623 Main Street XM0 x88.5 10 co X86.8 9-123 6 86.4 86 x86.7 X* �J 22� 0.3 06 Agawam, Massachusetts X 86.6 X87.0 206 W 1122 Issued x87.5 X - -) Issued for / 1 E16.f, X X87.8 X86.6 x87.3 ti 7.6 z 07 Site X89.2 X88.3 ox- I X09.6 AM.7 x137.6 2 12 X61 X 139-121 Plan 86.3 .1 io.6 58 X Approval X 7.2 I-V 4 x88.6 X87'1 X86.9 X X 87.5 86.7 WF B 08 1 X '2608 X89A X88.2 X87r3 x86.8 A X 120 Drawing Jibe X .0 WF 9 X87.8 5.6 87.4 X61.1 ;10 209 X A C- X86,4 16X9 X I, W9 119If 85.1 X 89.5 X88.2 6.5 8 4 86.8 X 1�4 X 6 F 89-118 86.3 X85.4 < X X Existing X 87.6 X87.0 Y85 56X 7 2215 X87.4 \ -J % X88.5 83. 461 2 1 X X86.9 41vi tions -'-1< V "i Condi X87.7 1 88,7 86.8 Iq 2 875 17=3 85.D X X 49 �X8 IF 78 83 GATE 87.7 X X 84.1 X WIF-T--i-06 1 110 1 4 "X 84.3 • X88's x88.8 4 X87�1 - 8 B" 86.4 X 61 X 9 F.. 238 Ekl 111 -STAOT \88.3 f..5 6.6 X89.1 X81+0 & k 88.5 221 Drawing Number X89.0 X X . I A 8 843 X X86. X63�4 1- JPA X 1 '4" X84 5\��-- 1" (96' , I f 2 3 80.3 1 1 *86.9 X 1(k3o 218 A,-A A-A 8 X 85+0 ' \ 85.2 WF 9- 17 -�-OF)I • x89.4ti 7�4 x79.5 04 X89.4 X88.4 X 87.5 X89.5 X89.6 X88 9 84.6 X X x7w/B2 lof�' I\- 1 X65- 06 WF B 12 C-2 x89.5 'X 88.2 A. "8 .1 09,84.7 4 COOMBS 78.8 1 X813 I Sheet of 0 A X68.8 F lf� 113 2612 No.27814 7 6 1 87.2 X87.2 <) 2 F -1W -1 X89,0 /Z - O 139-116 091v.X89.8 X87.3 25 IX89.7 B 60 120 Project Number x 89.3 77X78.6 8117 0 VT XW4 X88.4 X )F 88,2 96 81 115 06229.W 87.7 .2 5 + 88'7 WF B -115 SCALE IN FEET X89,9 X88.9 XM7 87.5 873 \ X5.6 X XR47 X39.5 j. 7 \\Maspr\projecti\(%229\cacN(I\YR2(M\Planset\Parldng\P]OteC.dwg - ....---- - - i - �- , 'I N 4 -�� \ � I / / ale - -`� / ( 1'-�' � rj -- I \'t F -'� I'J - - -------- 0 1 1 / J U 1) / I d- J - ( � , J . I - -- -- - -- - - � - -- -- ------- ,-- -' - I :�-I /� I ---.-- 1� / W, -/ " _ - IN M -- I O I " SidI q�\'.�� .. W, �� , �. 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Applicant: Premier Parks & Z Stuart Amusement Company ` + I 1!1 {fII I 1Ii 1 ! f � f 1 � � I � f I � � ,r ,1 I I-•.`1 ° � •lit 5' �,Iry� � }7 '4,� Nti_�.. 1. , f / 1623 Main Street I + l ") #'y1.1 {�.j l I REMOVE (3) \ . f EXISTING SPACES + f 9 $� `'ir �� ` " # f` � I I • �� 1 f P.O. Box 307 I I I U171P ! I I I I i I I i 1 M I ITT [M I,- I I IT I I ! N ' `� II Agawam, Massachusetts � 1 � + i7:l REMOVE (6) o f i II j f PP r.,.c0. - 27 QTEF} EXISTING SPACES Owner:f + ® j ! , I ! i , I SCRU I Premier Parks & + 22 spw:,5! i c:F I I 13 I REMO1VE , 1 r - I Stuart Amusement Company( ) ! j ;) SPCS � ?2 '7 EXISTING ACES 2 rvLiTTRAM caTRA tN R VEI+ I ! I \ 1623 Main Street TFT I I� � : � ,<- -T <.._rIM O. Box 3 \ - . t'4 rr..� REMOVE (6}�1 • 07 _ EXISTING SPACES \ / j -�,n -, I I L Agawam, Massachusetts 46' -,—PROPOSE TR FF 0 L � 1 � g as s ac / \ T 6' CENTE 4 } � � # Il 1ITFTT , It ` I i9 4 ! I i I l 1 + GENERAL NOTES: cr' ;;�.nr rr, �`! t,po.-h5tC_ 'f+ • I \ 11'35 TYP CCB \\ N REMOVE PORTION PW, 1;} ., REMOVE (6)-, I l 1, INFORMATION PROVIDED HEREIN FOR THE EXISTING I t" f ) - CONDITIONS SURVEY WAS COMPILED BY HERITAGE \ 23' \, EXISTING PAVEMENT EXISTING SPACES ! ! \1 I — — 10 ig ` r r?? l.c€,n� r }. �t,,i.,n- , LJ c' ( ;„,.,-E — — 16 r r ! I I ry I / i ' JRVEYS, INC. OF SOUTHAMPTTIT MASSLAN OF AND IS — `, 1 � ! - � J � \ \ SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN I 24 6 AGAWAM, MASSACHUSElTS" SURVEYED FOR PREMIER y N 379628.4244 PARKS, INC. BATED AUGUST 4, 1999. ` 18 ; ` E 29J765.2018 JiI �- i �� I I I : I �' �. l 1t , \ 1"I" I 11 -r.� < ! p1= ' I EXIS VIE ENT E GE 1 I 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT LJ t ` NEw k ,g� t REMOVE (3h ;� P I INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT. sPa�Es I.r:1 97_ l 7w1 -- ( / 1 G A I 1 �' `\ �� ' I 'I ' ., EXISTING SPACE 9' - 1, , I ^-,cry_„{.'. ,: . . 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WF I 1l 102 CONCRETE SURFACE 1 g 27 i 2��9, 12 ' �9 I` 11 \ PCC �'`1 PCC g 25 I 4 Q No. Revision aaote PPvd- z 4 O 4 18 \ z 18 1 j • o4+t EXI NG AIN NK ' j WF 1 10 y�F1 103 a Designed by Drawn 6y — Checked by 36 s3F I • I } FENC ! j A roved b z CAD checked by PP Y 12' \ 2 \N., 25 z7 1 eat t2 I \\ I I I WF 81 B9-125 0 scale 1"=60' Dace February 17, 2000 PCC PCC , -"fig k-- \ 259 27 { # g 12 j / ' , LL Project Title } _ 36 _ _ , / ( Westerly Parking Area • j F 89-124 j t I 1 1 TRAM LINE ' O + WF 1\102 O • TO' 12 25~ �., •� 25 \\ 1 27 4 12 , AND STRIPINQ_, w� Six Flags New England N 3792&4.8577 53' 16`'` \ 1 sI 19 r 27 t2 \'` • ^ �^ r - -- I ,E 294757:3861 1-1-7 ' _ i • � J F -1231623 Main Street TT i � � I , 5 r • _ 104' --, I roo It It, \ ce 25' s ,�v 1IjM4,4�&,— ;r I WF -1�[ F B 11zz Agawam, Massachusetts ' , 4 Issued for D „6 PCC • / I, \ B9-121 Site 12' 24 24 1 ! 24' ACR TYPE 1 • 2fi s \ 1 t WIF B1 17 F 1-104 WF B 08 ti I > Pan / 1 ; --------- - xQo- ---- \ \ A 42 ICT W �� PGG n / PProval \ 1RT , I 1 H68r . 1 54' I j I WF B -120 \ 296' L $�119\ �\ 4" 0 Drawing Title 1 t, N 379201.282 C \ 'S5 L=30.27l BENCH :.• ,1 \\ ', E 294776.1357 ��`` C@ R=42.00• 011 I I I F B�-11 i \�� ,2 -� - :� ' ss� _ - µ fX , 1 1 4 Layout WF SHELTER 'r I f 1N�F T=fo6 F4 �1 110 And -� `�^ a •}:� 1 4 _ _ - , w1 ,11 Materials `i 240• TCHLINE �' ' t y I OBO - MATCHLINE \ I \ _ ,. 3p 2 / prcwin Number \ L `\ x `'°2 tt f g I © �\ \ ,�\ !! y � - I I O / WF 1� Fl BZ1 04 �� WF B W 9- 17OF gc � C 4 12 AOiR to ! \ / No.4010 m �9 I 8. � TT,1E "D- 42, l!2� I \ �JF t 1W Fl 113 \ �� Sheet of f WF B9-116 4 12 1 . IX �- - -- ---' 64' `..f� 3.�Z�'•S i1 � � � B1 115 f',,�,.,� _ '0"• ro l PROPOSED ( 4 I `} WF I� -115 1 20 niect dumber 1�_____; o Qa 06229.00 1 GUARIJRAIL � �`\ � + � 6� � 60 C I PC 13+ 4 I 116 41 1 tE 1 0 I \ S I �'IVF B1 1 s SCALE IN FEET43/ =p. 1 5 , ��-_ , 4 @�Bi-�B, n rrunnn•nv 30" GAS LINE -^r . J-fir r y ti \r,l s inglPlat.tlwg, 11MasprlPr�ject510fi2291cac[1Id1YR2(l0()1PlansetlParkinglWesternlPlann ,A' I EOP EO P J__J J I I Aq!R E t4_1 '4 PCC X PCC_ of; -4 111 PCC ---Ptc 0 -12 --------------13 22'1 .7— 2 89. 24' 52' -30'— 3 1' 2 9 N PCC PCC flF, VEL 27 12 0 OSE GUARDRXC��'�,,. 1-z t A1 6 36 Vanasse Hangen Brustlin, Inc. --4N— -v2 24' 24' 90.7 TYP 24 9. TYP 2 9, PCC + C [--,P-26'-11- 1' Transportation T36' 3- 1 ri I I 1" 1 11111 U-1 11�111 11 1 1 11 Land Development - Environmental Services 60 0 60 120 R 8V 4-' < FENCE N ITI I I I "1", 6 1 1 11 1 1 11 11 rrry I I I III I I 11�1 I I CHAINIJ -1, — 21' 12 11 505 East Columbus Avenue 5' 3r- 90.89 24' 24' 24' SCALE IN FEET r j 12I Springfield, Massachusetts 01105 Pc PCC t 13 �, s n \ , j , - k : �( 413 747 7113 •FAX 413 36 12 —10" 12'— 0012 I I � '3HOPOSED BITUMINOUS Applicant: 24' 1' CONCRETE SURFACE 24' ---19 r__ IN PCC cc 8' Premier Parks & 36-'D S36 Stuart Amusement Company -10 0 - I I 'l I I I I I H 11 11 ii I I I HIT] M" I I I I I I I L9 1p 12' 24' 2 244 86 PCC PCC -19 9 1623 Main Street I i_6 21 I I I ro P.O. Box 307 co-) TRAM LINE TI I I I I I I:9T I 1 0 12' Lr_J AND Agawam, Massachusetts 4'24' in, 12' N 379264.8577 3' ',E 294757 3861 112 I Fill 4 — I I I I F 'A 4—11 — , Owner. G 5 V M _'q t 1 11 1 11111 ITI I'JN&I CCV I _f-11, 11 1 11111 104---------- 25' 16 01 • Premier Parks & 24' 24' 1 24' �\�_-R TYPE "D' 12 ", 1, a,` i' ;. 116 - IPCC Stuart Amusement Company 28' & 4 0 k �' " I I I 6.7 _5 1623 Main Street 11 4 1 I ICT I I I I I I i�iQ Q 6.9 54' I -SN31. L 296' P.O. Box 307 1:Nn It 1 2.5 5' 11 It N 379201.2820 1 11 k C, Lw30.27' X BENCF E 294776.1357 8X R- 2.00' 6.7 Agawam, Massachusetts C) C on 50.7 Q X .7 GENERAL NOTES: GAM 88. L SHELTER-�"- 2 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING 88 COMPILED BY HERITAGE CONDITIONS SURVEY WAS SURVEYS, INC, OF SOUTHAMPTON, MASSACHUSETTS AND Is 6 :1 240' SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER PARKS, INC. DATED AUGUST 4, 1999. TCHLINE --30'— 2t M A 0 INTENDED TO BE USED FOR 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT TCHUNE PROPERTY BOUNDARY LAYOUT, 87,5 X 3. WETLAND LIMITS WERE DELINEATED BY VANASSE, I \\ ` \ * ° 88. HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE SURVEYS, INC. DURING SEPTEMBER, 1999, A�CR TYPE 'D jo f 29 42' 88.7 6 4' ----------88\------- IP ED / 87.5 GUARDRAIL IX IN \ X 001 PCZ03+ 7 — — — — - -11 4k N I N- �1` + TEMPOI A EXIS G CHA L F .0 SANITA _114 AC1,04S_ N 0. IL L YNE 24 Iry 0 <:�o 00 .......... .............. 0 0 0 00 YNAIN INK 00 CEL' 00 0 0 '0 0 TO Q 0 8 0 0 0 0 D.NEE 11 10 0 REVISED PLAN TO INCORPORATE 3/24/0C) JJF 0 00 MUNICIPAL REVIEW COMMENTS Date Revision ppvd. t"I Drown by 0 Designed by Checked by APPR AS CAD checked by Approved by LINE OC T1 // W Scale 1"=60' Dote February 17, 2000 377 WF 8 Project Title 1 fr` 'Q� 2246 Westerly Parking Area 0 22 WF B 8 0 1123 Six Flags New England 2' F 16 CL 4 1623 Main Street _ — — =— — =— c) �j �� \ �\ �`\ _ ® ® N. 1 24 Massachusetts 80 WF Agawam, M Issued for Oct MQb 0 Ora WF 1-171 2 Site 0 0 0000 0 000 0 Plan - -Do 00 91 00 0 CPO 0 0 D I — �z — — O -011 0 Cb Approval wo CP 0 — — —0 — 5 SCRUB ❑ ❑ Drawing Title a9 0 0 0% 0 0 23 00 0 ❑0 ❑0 0 2386 0 ICIY 00 -WT--+-,l 3 .WF 1-1 4 3 0 r"11 0 0 0\ 0gjz 000 130 0 0, 0 0 (7 U 0 0 -'L�'f 0 '6 0 0 00 0 1-131 F 1-130 1-1 Oct '00 Layout 0 0 00 0 OIDO 2 10 000 0. .10 -)')0 0 Cb 0 00 a 0 00 00% (20 0 000 0 0 -2-4 2410 0 0 12 And 0 00 0 00 -0000 8 00 Jo 0 0 C) O��O EX 0 0000 00 0 1-187 0 — — — — — — — — 0 00 (0) 00 8808000-- WF 1-1 0 00 0 0 000 0 0 o0o 0I - - - - - - - - 000 0 0 0 00 000 LJOV Materials 0 CIO 0 2 5 0 0 — — — — — --P 0 0 0 0 8 0 0 0 0 0 WF 1-1 0 00 — —0 0 11 -C, 0 0 13 0 a - 0 0 0 0 0 DENSE TREES 7,77g-Number 0 0 0 0 0 0 00 q:P0 0 0 000 00 0 coo 00 00 0 Cn — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — 000 0 OHN 0 n 1)0 0 FUMM 0 0 00 0 0 OC9 0 CML C— j5 00 9 DO 0 No.41010 — 90 Sheet of — — — — — — — — — — — — — — — — — — — — — — - — — — — — — (P 0 a 0 00 0 a 00 (30 0 00 0 0 0 0 00 0 0 00 0 — — — — — — — — -- — 12 0 D3 0 0 0 0 C 1.- 2414 0 % 0 ❑ 0 000 0 0 0 0 0 0 0 0 0 C��) 0D 0 09 Q 0 C? 0 F 1-1 Project Number Sol 0 0 E) 0 13 ma a 0 0 00 0 0 00 00 0 0 0 0 0 0 a 06229-00 0 0 (PU 0 a 2413 0 — — — — — — — — — 00 0 0 (b 0 0 00 0❑ 0 0 0000 a a _�> 60/00 r- — — — — — — — — — — ---- -- — — — — — — - - ) 0 0 0 0 11 or, 0 co 0 0 0 Q) . 00 0 n 0 — — — — — — — — — 243777�:) E)A E� TTi Ei 0 0 0 0 0 R 0 Awg \\M&-;pr\Project-,\06229\cad\l�l\YP,2000TIan-,et\Parking\We,,tem\Planning\Plot "32 0 1 EM / Q - - - - - - - - - - =■ ILR. .R`Y�rf 124 ��''y` ^'•• � - - - -- - rT \ j ♦ \ 1F �a 76 7dOB -R ' T ��" +I •!�/� + ! i m i a Vanasse Hangen Brustlin, Inc, + N CfID T - -- - -n - - Transportation / !W Aly xTENsi FR , R x'� _ _ Q t � \ Land Development Environmental Services ❑ --4 4sow \ K ,.2� 505 East Columbus Avenue + \ 1 3 NOCON R E of - -- Y ••T Springfield, Massachusetts 01105 TO Ds B" 1 aXR - �� 0 413 747 7113 FAX 413 747 0916 \ + FLUSH �.- w• $C.e \ � �,"•'•"• SL E PAD A �A I \ y \ J + y 1/4/FOOT P \ 1 4 y FLUSH I \ 1 4 "�gry�X0.e Applicant: wit i � :;;1. Premier Parks & \ + u•. •'r ;; HAYBA S DI N f ! \ 1 1.KD Z ` \ ' IS Amusement Company :. {a: .:,w�_ t��,.�� 1623 Main Street P.O. Box 307 a ` ` �� ' � � / ' ettS Q 1 r - �. ! I A awam, Massachus I I ° N g i + Owner: LIMIT WC SCRU r f r Premier Parks & / 4 I 1 Stuart Amusement Company I +D Street PAVEMENT E IRA A 1 ` � \ / 1623 Main • P.O. Box 307 I I \ 1� Agawam, Massachusetts / I ` / GENERAL NOTES: / 192 4 } L P I 1 f a1 \ 1 1. INFORMATION PROVIDED HEREIN FOR THE EXISTING I x\ - ! J I It CONDITIONS SURVEY WAS COMPILED BY HERITAGE�� SURVEYS, INC. OF SOUTHAMPTON, MAS5ACHUSETTS AND IS g HAY LE EDI ENT1 � � � SHOWN ON THEIR DRAWING ENTITLED "PLAN OF LAND IN I EERO ION NT oL 1 �� \ I AGAWAM, MASSACHUSETTS" SURVEYED FOR PREMIER / \ PARKS, INC. DATED AUGUST 4, 1999. 0- \\ .9�, �'t E ONT R EXING L EA A PROVIDE 2. THIS PLAN IS FOR ENGINEERING DESIGN AND IS NOT ♦ y`, L4 N `\ / i ♦ g0- PL NGE TABLIZE L Co � `, ' - `91 ` �g •/ I DI TURB D AR S WITI! RIPRAP I ` � INTENDED TO BE USED FOR PROPERTY BOUNDARY LAYOUT- EA 3. WETLAND LIMITS WERE DELINEATED BY VANASSE, �' R= I=91.3 DAAH2 O r ; } / \ , �1` ` HANGEN, BRUSTLIN, INC. AND FIELD LOCATED BY HERITAGE o r r SURVEYS, INC. DURING SEPTEMBER, 1999 $TONE . CHECK D 1 PLUG - _ _ 89.4 x 1 -- -- -_ 8.1W 9� -- EDG 90.6 8• DIA WATE�D.3 � --$ I'� - - - - �yPL Y I a t I " 87.6 1 / -- ♦ ------ --- - -- --- -----It \ 90.7 x I=84.4 DMM112 90 I DCB3 g _ R=89.4 ,` I=85.2 DAMS { I=85.0 DMH6 I I ES4 1 I=84.3 DHM4 I=85.4 DMH4 I. \ X89. CB2 x o I o 1 \ I in I P QM 13 / 1 R=BbO , ` 18"D 1 'D 24"D 24"p I 30"D I 3 \ R'=86. \ .5 Ocs DMH5 ! r._ t=7 r \ W B1 100 I `8 \\ DCBtd �y0 R=89.4 DMH6 f t DMH4 ! R=89.4 R-89.5 1=825 C'IH4 R= 9.4 • \ I= 2.0 DMH I • ` l OMH2 \ I=85.4 pMH4 [=83.3 OMH3 [=85.1 pCB4 [=85.3 DCB3 [=824 QMHB I= 1.9 FES I I • k IM.,�P/y��yR�VI S } no Z �c y i DMHIH5 i ' L ' DMHI I= CalN3 I I ' "' R=90.5 p 1= , . DM , I 1 rl I \ I B1 1 1 REVISED PLAN T4 INCORPORATE /24/OD JJF 1=85.9 jcocuozi) I i 1-859 , x9D2 9a.6 0 ; • 3 m ,<. f MUNICIPAL REVIEW COMMENTS I=85.8 DMH2 I `\ \ 1 , I • I / 1 '. Appvd. { ' ` • � WF 1f 102 No. Revision Date I \ \ 90 I l l I -- \ \ { l • E I / I WF 1 1 r Designed by Drawn by Checked by DCBI 1 \ 1 { i I 8 Q I / t / WF 1 03 Q CAD checked by Approved by R-89.390.2 \ I \\ 90. 1 9 02 I-86.4 DMH x \ - -r '; ! • I Date � z _- February 17, 2000x Sca a I \ \ I DC69 WF 81 89-125 0 f 7 I Project Title \ i x89.9 . \ "89.9 \ i x { R=89.0 \ 1 \ !{;I 89A .0 DM,I1 10 DC62 90.7 C RB860 I � W F 1 1 � Westerly Parking Area 85 �(rl r F B9 24 Six Fla England =89., I o Flags New g =84.6 DC87 9° Cz 4 !! WF \: .-2 0 =03.7 DMHB DMH8 H9 • ` �+ 4 WF B 5 r • R-90.0 I-85.1 DMH15 -` \ \ 7 i 1=84.4 DCa6 8#.8 DC68 1-84.4 - , 1623 Main Street - - 1=83.0 DMH7 1=82.2 DMH8 I=81.4 D1dH9 ! �/ F -123 89.9 , \ `�� _ CB4 ♦ / � � � I=821 DMH1D � __8� _ _ 89.9x ♦ _ / i 1-829 bIAH9 I=8,.3 DI1Ff1 I f Agawam, , _ '` � � � � ! � �� , Massachusetts [� rf WF F 8 122 g 1� 2' _ co BMW 899 i Issued for p \ w g'yy a Q MH45 \ 12-D 3 18"D 18"D 24"D 3 / 11 Site ; / �` ` B9-121 R=88.7 RI-88.7 ��' Plan [=84.7 DMHI 1=84.7 DMH9 I I B1 (1�7 DMHI} \ x x90.0 ;` 89.3 I F 1-104 1 1 \ \ _ BASIN QUTLET 1 � WF B a8 Approval 86.7 STRUCTURE j 1 \ WITH RIPRA 1 \ I $6 9 \+ 89 ;•R ; II E I WF B -1 20 Drawing Title O , 99.sqB�119 1 DMH14 I + I 4 F 89-118 , 86.7 Grading, DMH15 .a r:+ t f t • y r, I WF , -105 I ` Drainage d GATE - :.T / l `� "e 88, 9 �,� �+ f WW=1fJ6 I 1 11Q •�=r 9 �" f I F i And Ut�l1ties fir ` Drawing Number 1 R§83.9 DMHI MATCHUNE . I os� MATCHLINEI 3 86.9 r r is of 102 ! I '�;L� ?+ f y P F d r W I ♦\ 87.5 24 D t 0 S F1 B1- 04 /, F 9- 17 \ I C 6 x DMH11 :,s I DM 1 WF B2 1 �F1 -111 �,�. 1 ` WF 8 112 88. R BB.T • ' � // y 4 h-4 �". fin I 84.7 DIAH13 R=80.3 1 CML C-6 1=80.J DMH,O f±a.',+ ` / 11 1- 09 1=80.2 FES2 \ Al PE VE �,« I By f : . \ / �NF�1�111V Fl 113 �Q1iT1iP� e Sheet of / { 12 \ \ \ \ I f I WF 09-116AL M \ 4� \ , , , •��r �e •*; !� 1+�.M1sr �- 120 Project Number \ 1 t ,,r,t?�;,�;r� , Y g,1 B1 115 60 0 60 ,IM/YWaIM / ..•. \ I `-------88�-- - , ` 15"D 24"D , y I I WF B -115 06229.((} � ` _ _ _ �" ��4• e I I 1�fi SCALE IN FEET rt` _ _ � // \ n.. !�. �\ `• '�� i 1 i 1RnQ nuu111 O _ _ _I a _-�•.. 11MasprlProjectsl(?62291cad14d1YR20001PlansetlParkinglwester111P1anninglPlot.dwg --