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8384_SITE PLAN - BETHANY ASSEMBLY OF GOD - MAIN STREET g384 Side � an �i � � a� A� Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 'Tel. 413-786-0400 Fax 413-786-9927 } PLANNING BOART? March 17, 2006 r Bethany Assembly of God 580 Main Street Agawam, MA 0 100 1 To Whom;It May Concern: At its duly called meeting held on March 16, 2006, the Agawarn Planning,Board'voted to: approve the Site:Plan entitled "Bethany Assembly of God,Agawam, MA, Proposed Driveway Entrance", prepared by the,Borkshire Design Croup and dated December 22, 2005, revised 2/1 16 with the following condition -- a plan showing a visual, natural barrier that would impede headlights+from entering the adjacent abutting residential property, 16 Stewart Dane, is to be submitted to the Beard for their approval; If you have any questions, please contact this office at 78 -04 0, extension 283. Sincerely, Dennis B. Hopkins, Chainxran AGAWAM PLANNING BOARD � DBH:prk cc: Berkshire Design Croup, Engineering, Building, Town Clerk, bile TOWN OF AGAWAM INTE MEMORANDUM To: Planning Board cc: Berkshire Design Group—Jeffrey Squire, File From: Engineering; Date. March 10,2006 Subject P—460 Bethany Assembly ofGod—Proposed Driveway Widening l have received and reviewed the revised plan for the driveway change. t have no further comment. If you have any questions,please do not hesitate to contact our division. Sinter ly, a Georg, ne J. H an, E. o ngin P x S The • Berkshire` Design , ` Group{ Inc: e L,andscape Architecture Ci%Al Engineering, Planning @ zirc S._l ` rso I.E. Land Surveying d:`i"I ing;n&ff" e0 4 Alien .R 060iciricorn MEMO TO: Engineering Department FROM; Planning Board SUBJECT: Revised Site Plan - Bethany Assembly of God - Main Street DATE: March 9, 2006 Please review and comment on the attached Revised Site Plan for Bethany Assembly of God on Main Street prier to the Board's March 16'h meeting. Thank you. DSD:prk 0 'Ptter of Transmittal L The Berkshire To: Deborah Dachos Design Director of Planning and Group, Inc. Community Development Town Hall 36 Main Street Agawam, MA 0 100 1 Project.- Bethany Assembly of God Date: 3/l/2006 Copies Date Description 2 03/0 1/06 Revised Site Plan For your: 1 03/01/06 Copy of MA Highway Letter Information Review& Comment Approval As Requested Remarks: Landscape Architecture IVE 0 Civil Engineering. Planning MAR 0 Urban Design Environmental Services pPLAKimmi % 7% C_ �*e q�' e 4AIWnPlace Northampton,Massachusetts 01060 Telephonc(413)582-7000 Facsimile(413)582-7005 E-mail bdgOberk-shiredesign.com a E0 �H�I�GH�W�A�Y� LNA tc . . MASSACHUSET`/'S Ex ECU TIVE OFFICE OF TRANSPORTATION -2005-045a February 9, 2006 SUBJECT: Agawam— route 159 (Main Street) Permit 2-2005-054 Bethany Assembly of God` fl Ronnie J. Kochanowski 580 Main Street,P.O. Box 42 Agawam,MA 01001 Dear Mr.Kochanowski: Massachusetts Highway Department(M sHighway)District Two is in receipt of your letter requesting to amend the captioned permit for widening the existing church drive to the north, in lieu of the south,as permitted on Route 159 in the Town of Agawam. Further review by District representatives revealed that the State Highway Layout north of the current proposed drive has a "No Access" designation associated with the Route 57 Layout. Based on the review, the District recommends widening of the existing driveway to the south, in accordance with the captioned permit. All other terms and conditions specified within the permit remain in effect and shall.be strictly adhered to. If you have any questions, please contact District Permit Bngift er Kenneth J Crochiere at (41 582-05 5 1®r-'w I riz- V E Sincerely, kg,w'a Ua4,j Albert R. Stegemann, . District Highway Director KJC/ C-`K KJC CCR Jeff Squire,The Berkshire Design Group, Inc. FEE. 1. 2006 4: 1`i PM C CAT SOUTH HADLEY NO, 118 i P. 1 The Berkshire Fax Transmittal Design Group, Inc - - To: Deboub S sacs Di nmw of Plmmg and Community t ,rafa�apeAr�hi rrrr�e Fn m: Jeffrey Squirei C IEngineerfng P nning Date: 2/1/2006 U an Design' ronmentcl&nftt Re Bet#iny Assembly of God Site Plan review hearing Pages to Follows 0 A NhVb 10 ebby n behalf of our client,we would like to request that'the public heating scheduled for Thursday,Febntaty 2nd be continued tmtil the next available heating date: Fe have conucted the MA Hithway Depwtment at the B=d'a request regarding the pmential widen the driveway to the north. We are awaiting their mpmtse and have no additional ir fortuation to present at this time. Thank you and please feel#tee to cmttact me with any questions. S2/Sqf y, CC:Bob Conte Me IfartypwVon of this fiximmLmon i,illegible or in quafiam please call our off ace at(413)582-7M. ;emr far mvnbee s(413)38?7003 4 L Ptece x MA;0 1 060 E,raait ed8� cam Town of-,Tgawam' 36 Main Street Agawam, Massachusetts 01001-1837 "del. 13-786-0400 Fax 413-786-9927 January 24, 2006 :J Jeffrey Squires Berkshire Design Group, Inc. 4 Allen Place Northampton,.MA 01060 0 Dear Mr. Squires: At its meeting held on January 1 ,2006, the Agawam:Planning Board discussed the Site Plan prepared by your firm for the driveway widening at Bethany Assembly of Cod. Attached please find the comments raised by the Agawam Town Engineer and the Agawam Planning Office, Based upon these comments and input from an abutter to the proposed widening, the Planning Board asks that you consider realigning the driveway so that it sloes not impact the abutter's property: The item was tabled to allow you to investigate the,realignment. The Planning Board's neat meeting will be held on February ; 2006, Please notify the Planning Office if you wish to be placed on that agenda. Sincerely, Violet Baldwin, Acting Chairman Agawam Planning Board. cc Clerk Town Engineer Pile of INTEROFFICE frd q9{ MEMORANDUM W R• ... U ` To Berkshire Design Group—Jeffrey Squire CSC: File From: Engineering Date: January 10, 2006 Subject: SP—460—Bethany Assembly of God—Proposed Driveway Widening I have received the revised plan for the driveway change and have the following comments. 1. It is recommended that a driveway easement be created on Parcel A. The plan should describe the easement fully, metes and bounds description. The plan should be such that it can be recorded in the HCRD so that the easement is on record. The layout of the easement should be such that the driveway can be maintained by the church in the future. This means it should extend beyond the edge of pavement. It is the owner's`responsibility to record the driveway easement in the Hampden County Registry of Deeds once the plan is approved by the Planning Board. . The proposed edge of the driveway is too close to the property corner awned by Mary J. Johnston. A silt fence has been shown to provide construction phase protections but the proposed layout of the pavement is a problem. Currently the driveway edge of pavement is approximately " from the adjacent parcel. Given the width of pavement, I would say that at least a ' treebelt area, is required from the edge of the driveway to the adjacent property' line to accommodate plowing operations. Also, there is aline of'Very mature ' tall evergreen trees on the adjacent property. The current layout of the driveway would require cutting back a substantial portion of the lower branches of these trees, which are not owned by the church. ,Based upon these two factors, the layout of the driveway should be altered to eliminate the impact on the adjacent property. If you have any questions, please do not hesitate to contact our division. Sincerely, Georganne J. Hayman, P.E. Town Engineer }I,\ENOINtI1R\8 W0-85rTiANY ADDITION AND DRIV MRIV WAY 2005.DDC Pamela Edmunds From: Georganne Hayman fghcyman@agawam.ma.0 Sent: Thursday, January 19, 200 2:46 P TO; Pamela Edmunds Subject: - :Agawam Bethany Assembly comments 2 -----Original Message--- - Front: Georganne Hayman [maitto:ghayman agawam.ma.0 ] Sent:Tuesday, January 10, 2006 9: 1 AM To: 'Jeffrey wire(jel=f berkshiredesitgn. om)" Subject: Agawam Bethany Assembly comments 2 Hi Jeff„ Sorry to bather you again. Were is an additional comment. Your-plan should also specify the depth of subgeade, and pavement depths for the areas of the driveway where full box construction is required. Georg anne j. Hgynta , P.E. Agawam DPI 1/19/2006 A WAM- FI F-+ F-PL N N I - - MM 1` Imo'-- FL- J EIST SITE PLAN REVIEW REVIEWER DATE: ELATE RECEIVED: DISTRIBUTION DATE. PLANNING'BOARD MEETING DATE: APPLICANT INFORMATION R.MATION 1. Name of Business: Bethany Assembly of God Address: 580 Main Street, Agawam, MA 0100 2`. Owner: Sarre Address: Same Telephone: 473-582-7000 Fax: 3. Engineer: Berkshire Design Group Address: 4 Allen Place, Northampton, MA +010+ Telephone: 413- 82-7000 Fax: 413-582-,7005 PLAN REVIEW Scale: 1=40' Date: December 22, 2005, revised November 8, 200 Title Block (Street Address, Applicant's Marne, Address, Scale, Name of Preparer of Plan): . The street address of the property should be provided. Description of Project: Proposed expansion'of the driveway to Bethany Assembly of God from two (2) lanes to (4) lanes. .Site Plan Review ;:...__" - _ - Page 2 Description of Site: The present location of the driveway is lawn with some:mature trees. Provision for Traffic Flow: The applicant has received approval from the Massachusetts Highway Department since Main Street is a State Highway. The Planning Office concurs< with the comments raised by the Town Engineer. The layout should be shifted to the north so as to limit the impacts of the adjoining;property. Parking: N. A. Drainage: See Engineering comments. Public Utilities: See Engineering comments; Landscaping/Screening and Buffers: A landscaping legend must be provided indicating location, size and species of all new vegetation. There are two locations where there is> need for additional screening. The sideyard of the house recently moved by the church should be treated to prevent impacts of the adjacent high volume driveway. The property could be sold in the future. In addition, the property located at ib Stewart Lane should receive some type of additional screening. The existing arborvitae hedge is old and may be negatively affected by the driveway relocation. Vegetation and fencing may be an option. The owner of the property should be contacted to come to an agreement on the buffer. The Town is in the final phases of a.Main Street'improvement project. The project contains extensive tree planting. The applicant should coordinate with the Town's consultant so that the landscaping is consistent. Sign Location: If the sign is changed, an elevation should be submitted to the Planning Board for their review. Exterior Lighting: No additional lighting is shown. Will additional lights be provided? If so, cut sheet and specifications must be provided if they differ from the existing lighting. Rendering or Elevations Not applicable. Dumpster Location: Not;applicable. Other Comments or Concerns: Large piles of soil or other material are stockpiled on the property. As soon as the weather permits •they should be removed since they are immediately adjacent to the abutting property. r L L+ r Laal<r 1 La�.V: Vl •, k ':... n r :lA � •.yr � _ A j��^y1SrsT, � .rK � ��fi � � -� a,J 6t§ z f�'�""�pt�t' .sf ; e{�_,rj+ �y�h�� :. J' i� Z r 1 fop t'r�h p Fn t �� +� � r��5 S"'� y' + •t�',,°F!gaf4 an � Lr �� .>"+i° k a:. ,� c�i e i,�+, •r r +r. .r riG. :`V tY,ya` f � .t �. '1 A.. yl t�c. '�t Y �i.�4� . .•i�ln 1{', .. r •£ ryn r).� ti _ " - sir '4 * �•h. �`�i�%r7'�_ ��''' � �a^ ME - {r { �� L *iR d ��'X�p�+:Y1`�Y �f l r� ,��t„ �� "•��c 15 "I r�� r 4.:w G'+ lm,e. M � Y r , • � aw�� +'PSG+ y., a �.6 yxr+f' A �- ��„�r�,��rev y$U' �'•� F 94'36 3.'��T v. r r �.'� � 4 A , F �!� �--"F Al 90 1 . t*'h� i� ` V, ,'sl :y -r'FR5 f`''�` •- b,°S.u.• a,.7�. Y" F +1 der.'. %}��' � � 1 � t S�� Y �:fry��' � �� tit �:,� i y T�£ m• +.: , „� G:a�'• rs, 1 Fn t � �C4 ya,�.p r P a � �i g`• ��, u —.j yn.. 3Cy g `.1` s� �1 t'�r� `� t � R7,f�' r V.hNFx"M;7� ,�_,gs� f.�IC ��._' �... �� k�• i •��'LI'l •,3N��` � y 9 88�['��y,#+ ""r 7G, }ri*�"�1"z7x} ta••'`'� Y .� � s'!R`b4�y� ;�� 3 }* �. YS�. •fit 3 , 't C Cwv f �'V 1 Ssk`�`s �"�� }fit � xhi ��+� �� ,..�✓fin � ..�4 E ;� s,ro�f�"s�,'#r'.. �'m,.. �a�' w. . -! �'�� , .��°� •ter ..3 +s'..' +�k'�`{�''�:3�%��''�' �-,;�tti'.; �.R_r: F� W6* Ahwft This data Is provided for referance only. This is not a Parcel Map legal document.The data provided here may be out of date due to differant update schedules. PareelID: K11 2 21 Address: 16 STEWART LN Owner: JOHNSTON MARY-] http://hosting.tighebond com/agawam/(xn4zrnm455odm5j45e54vpi3d)/print.aspx?maptype... 1/19/2006 MEMO . JAN I 9 2006 To.* Planning Board From. Sg R. NILES, Safety Officer SOARL r Subject: Site Plan - Bethany Assembly of God-Main Street Date: 09/02/2005 The center of the present curb outs (at the entrance/exit of Bethany Assembly of God)was used as a point of reference. Roadway- Quantity of the flow of traffic: heavy to medium, dependent on the time of day/day of the week. During certain hours, the rate is extremely heavy. Particularly,when Six Flags is in operation. Number of Lanes: One north/one south Width of lanes. The north bound travel lane is 29'wide with a 7.5' breakdown lane. The south bound travel lane is 5'wide with a 9.1'breakdown lane. The total width of Main Street at the point of reference is 75' Surface makeup. paved asphalt. Detects in surface: minor defects (cracks in pavement/repair patches)• Visibility Northward: 0.3+ miles Southward: 0.2 miles Lighting- Street lights are present on W.M.E. o poles 462M(14'1'northeast of point of reference) and on W.M.E.Go pole #64 (122'southeast of point of reference), Both mentioned poles are on the east side of Main Street: Traffic Controls None present. Sidewalks - South of point of reference, on the west side of Main Street and on the east side of Main Street; north and south of the point of reference. School Zones , Phelps Elementary School is located 0.3 miles south of the point of reference. Playgrounds - Phelps School and the Veterans Green are located 0.3 miles south of the point of reference. Speed Limit - The posted speed limit is 35 mph. Road Markings- Double solid yellow lines separate the north and south bound lanes. White lines separate the travel lanes from the breakdown lanes. Traffic Unit Impact Estimates - None provided. Other- Eighty five feet north of the point of reference, the south bound lane of Main Street narrows from a two (2) lane road to a one(1) lane road. One hundred two feet north of the point of reference, the north bound lane of Main Street widens from a one (1) lane road to a two (2) lane road. Presently, the entrance./exit of Beekman Estates and the Bethany driveway are on opposite sides of Main Street. Beekman Estates on the east side and Bethany on the west side. At this point, eight lines of traffic intersect. The above proposed plan will increase the total number of lines of traffic that i:.terscct to ten. Respectfully Submitted Mgt. `chardNILES Safety Officer, Agawam Police Departmoj,L 0 AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: DATE DATE RECEIVED: DISTRIBUTION DATE PLANNING BOARD MEETING DATE APPLICANT INFORMATION 1. Name of Business: Bethany Assembly of God Address: 580 Main Street, Agawam, MA 01001 2. Owner: Same Address: Same Telephone: 413-582-7000 Fax: 3. Engineer: Berkshire Design Group Address: 4 Allen Place, Northampton, MA 01060' Telephone: 413-582-7000 Fax: 413-582-7005` PLAN REVIEW Scale: 1=40` Date: December 22, 2005, revised November 8, 2005 Title Blank (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): The street address of the property should be provided. Description of Project: Proposed expansion of the driveway to Bethany Assembly of God from two (2) banes to (4) lanes. Site Plan Review Page 2' Description of Site: The present location of the driveway is lawn with some mature trees. Provision for Traffic Flow: The applicant has received approval from the Massachusetts Highway Department since Main Street is a State Highway. The Planning Office concurs with the comments raised by the Town Engineer.. The layout should be shifted to the north so as to limit the impacts of the adjoining property. Parking N. A. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Land scaping/S'creening and Buffers: A landscaping legend must be provided indicating location, size and species of all new vegetation. There are two locations where there is need for additional screening. The sideyard of the house recently moved by the church should be treated to prevent impacts of the adjacent high volume driveway. The property could be sold in the future. In addition, the property located at 16 Stewart Lane should receive some type of additional screening. The existing arborvitae hedge is old and may negatively affected by the driveway relocation. Vegetation and fencing may be an option. The owner of the property should be contacted to come to an agreement. on the buffer. The Town is in the final phases of a,Main Street improvement project. The project contains extensive tree planting. The applicant should coordinate with the Town"s consultant so that the landscaping is consistent. Sign Location:- If the sign is changed, an elevation should be submitted to the Planning Board for their review. Exterior Lighting: No additional lighting is shown. Will additional fights be provided? If so, cut sheet and specifications must be provided if they differ from the existing lighting. Rendering or Elevations: Not applicable. Dumpster Location: Not applicable. Other Comments or Concerns: Large piles of soil or other material are stockpiled on the property. As soon as the weather permits. they should be removed since they are immediately adjacent to the abutting property. ---- f1rint P age 1 of I �. rva �� l�v ., ntawvwa.=u. vmwtiww "um`v � OD➢oaad AYarWia*"'� , � 9 l" :. � 9 ,tp 87 It Parcel Map Pa ti } rcoll D, K 11221 Owner. )OHNSTON MARY I „ tt TOWN OFAGAWAM ' INTEROFFICE ;,. MEMORANDUM To Berkshire Design Group—Jeffrey Squire File From Engineering }ate, January 10, 200 Subject P—460— Bethany Assembly of God— proposed Driveway Widening l have received the revised plan for the driveway change and have the following comments. I. It is recommended that a driveway easement be created on Parcel A. The plan should describe the easement fully, metes and bounds description. The plats should be.such that it can be recorded in the HCRD so that the easement is on record. The layout of the easement should be such that the driveway can be maintained by the church in the future. This means it should extend beyond the edge of pavement. It is the owner's responsibility to record the driveway easement in the Hampden County Registry of Deeds once the plan is: approved by the Planning Board. 2. The proposed edge of the driveway is too close to the property comer owned by Mary J. Johnston. A silt fence has been shown to provide construction phase protections but the: proposed layout of the pavement is a problem. Currently the driveway edge of pavement is approximately 7' from the adjacent parcel.. Given the width of pavement, I would say that at least a ' treebelt area is required;from the edge of the driveway to the adjacent property line to accommodate plowing operations. Also,there is a line of very mature '' tall evergreen trees on the adjacent property, The current layout of the driveway would require cutting back a substantial portion of the lower branches of these trees, which are not owned by the church. Based upon these two factors, the layout of the driveway should be altered to eliminate the impact on the adjacent property. If you have any questions, please do not hesitate to contact our division. Sincerely, Georganne 1. Hoyrnan, P.E. Town Engineer WENCrINEhR�60-BETHANY ADDITION AND DRIVEiDRIVEWAY 2005 D(.7 Page 1 of 1 0 a� Pamela Edmunds From: Georganne Hoyman [ghoyman@agawam.ma.us] Sent: Thursday, January 19, 2006 2:46 PM To Pamela Edmunds Subject: FW: Agawam Bethany Assembly comments 2 -----Original Message--- From: Georganne Hoyman [mailtoghoyman@agawamma.us] Sent: Tuesday, January 10,;2006 9:51 AM To: 'Jeffrey Squire (Jeff@berkshiredesign.com]' Subject: Agawam Bethany Assembly comments 2 Hi Jeff, Sorry to bother you again. Here is an additional comment. Your plan should also specify the depth of subgrade, and pavement depths for the areas of the driveway where full box construction is required. Goo ganne J. !-Hoyman, Agawam DPWI 1/19/2006 Town . of fgaw,am' 36 Main Street Agawam, Massachusetts 01001-1 37 °gyp 0 Py`h Tei. 41348+6-0400 Fax 413-786-9927 MEMO TO Engineering Dept., Police Dept.,,6inee Ke! FROM: Planning Board, SUBJECT: Site Plan -'Bethany Assembly of God- Main Street DATE, January 5, 2006 Please review and comment on the attached Site Plan for Bethany Assembly of God prior to the Board's January 19`h meeting; Thank you. DSD:pre w Michael R. Merradante Fire Inspector N^tvam Fire L1ep r a Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413--786-0400 Fax 413-786-9927 MEMO; TO Engineering Dept., Police Dept,, Fire Dept. FROM Planning Board SUBJECT: Site Plan - Bethany Assembly of God -:Main Street DATE January 5, 2006 Please review and comment on the attached Site Plan for Bethany Assembly of God prior to the Board's January 19`h meeting, Thank you. DSD:pre 1h Berkshire _.� �. Design Group, Inc. December , 2005 -:j Town of Agawam Building Department 36 Main Street Agawam, MA 01001 rn R Site Plan Application for Bethany Assembly of"God Dear Building Department, On behalf of the applicant, please find enclosed 10 copies of an Application for Site Plan Approval ;(Form D) and accompanying plans for the proposed widening of the driveway entrance to the existing church parking lot. ,A Massachusetts Highway Access Pert-it has been obtained and all of their cotrtments have been incorporated into the drawings, We look forward to your comments at the neat available hearing: If you have any questions regarding this submission or require additional information, please do not hesitate to contact our office at 413-58 -'7000. Landscape Architecture Sincerely, The Berkshire 1 esi n Group, Inc: Civil Engineering 7 Urban Design 9'f D. Squire Landscape Architect Environmental Services r1 BOARD 4 Allen Place Northampton,Massachusetts 01060 Telephone 582-7000 Faes milet413)5tt2-7005 E-rwndl bdg berkshircdcxign.co Aua-io-200514-14 TOWN OF AiCC # 99 P.02 AGAWAM PLANNING BOARLD °Perin D Application Site Plan Approval Please complete the following form grid return it and 10 copias of the Site Plan to Agawam Building Department 36 ltiriaui Street � � ,D Agawam MAC 0140 t � g, 1. Nune of Business a Address Telephon Fax 2 Name of Appli tC er A s Z C: Telephone - 7 - Fax 3. Name of E i / 'tec " Aftess Telephone �11 ,AZ--2OO a 15 - 12=`C 4. Please give a brief description of the proposed pro etor ,' l C--fit`—t Revised 8/1 � r Town of A4tawam' 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413 786-9927` CS _ 3 C.J October 12, 2005 �. > Cry' Bethany Assembly of God 580 Main Street Agawam, MA 01001 To Whom It May Concern,: At its duly called meeting held on October 6, 2005,the Agawam Planning Board voted to take the Site Plan for the proposed widening of your current driveway can Maim 'Street off of their agenda until you have received a permit from the Massachusetts Highway Department. If you have any questions, please feel free to contact this office at 786-0400, extension 283. Sincerely,, Travis Ward,Acting Chairman At AWAM PLANNING BOARD TW/DSD:pre cc. Town Clerk Building Dept. Eng. Pile The . 0 . .a.. . _ ax Tr� s i s k Berkshir6 Design Group ,uric 'ro:: Debby Dachos' Fax No.: 413.786.9927 Landscape Architecture From: Jeff Squire Civil Engineering Planning late: 9/151200 Urban Design, Environmental Services ate: Bethany Assembly of God ,Site Plan review'Hearing Pages to Follow: 0 Remarks Debby On behalf of the client.I would like to request that the hearing scheduled for the Bethany Church of God tonight be postponed until the net available hearing date.We are awaiting comments from Mass Hi bway'regarding the submitted Highway Access Permit, ,As of eptemha;r l th,they have not fret reviewed the permit application- If there are any problems in regards to the request,please feel free to contact me - Jeff Squire cc: Gwrgeant a tloyman, rown Engineer Bob Coate tf any portion of this trartsmission is illegible or in question,please call our office at(413)582-7000. Ourfax number is(413)582-7005. 4 Allen Plata Northampton,MA 01060 E-mabdg@bcrkshircdesign.com t 'd X64 L3C83 Ef`l adH WtlBb :B SOOL, 91 alas The FAransmittal =-- Berkshire Design Grou , Ine To Debby Dacho Fax No.: 13.786: 927 Landscape Arcliitecture From.: Jeff Squire Civil Engineer ng planteang Date. 81 1/200 Urban Design Environmental Services Re Bethany Assembly'ofGod• Site Flan Review Hearing Rages to Follow Remark's Debby- On behalf of the client, our office would like to request that the scheduled Dearing for the Bethany Assembly of God on Ibursday September Ist, be postponed until your next scheduled hearing.We would like to receive comments from the Mass Highway department prior to pres thing the plans to the Planning Department If there are any problems pertaining to this request or you have any additional questions, please feel free to contact me. eff Squire cry:Georganne Hayman,Town Engineet 11ob Conte !(usns,pasrhon of this drmumission;is illegible or in questiom please tall our office at(413)58 •7 . Ojirfax munber is(413)582-7005' 4 t&Un Pthice Northampton,MA 01060 R-tnaiN-bdg borkshiredesi n coin I •d XUJ 131'?13 H 1 dH WdS I I Goa t 2nu a� Town of a 36 Main Street Agawam, Massachusetts 01001-1837 'ATED MPS® Tel. 413-7 6-0400 Fax 413-786-9027' MEMO? TO: Engineering Dept., Police Dept.,lFire&eptW FROM: Planning Board SUBJECT: Site Plan - Bethany Assembly of God -Main Street DATE: August 24, 2005 Please review and comment on the attached Site Plan for Bethany Assembly of God on Main Street prior to the Board's September I" meeting. Thank you. DSD:pre Michael R. Mercedante Fire Inspector Agawam Fir ha Date: a1 TOWN OF AGAWAM A INTEROFFICE MEMORANDUM To Planning Board, CC File From: Engineering Date, August 30, 2005 Subject: SP—4460—Bethany Assembly of Cod--Proposed Driveway Widening Per your request,we have reviewed the plan entitled,"Bethany Assembly of God®Agawam, MA Proposed Driveway Entrance, Prepared by- The Berkshire]design group, Inc.—Northampton, Scale: l ax= % bated: August 18, 005"and we have the following comments: 1, It is recommended that a driveway easement be created on Parcel A. .. To ensure that sufficient protection is created, it is recornmended that a silt fence be placed in front of the evergreen hedge on Mary Johnston's property. A signature and stamp from a Registered Surveyor or Professional Engineer needs to be added to the plans. If you have any questions, please do not hesitate to contact our division. Sincere y, AM e rg e J. man,P E. Michael C. Chase T wn E ineer Asst. Town Etter HAENGMEMWWO.DEmom ADDMGN AM DFU - Air S. AUGwra Elook sm Eml& 3 MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board; SUBJECT: Site Plan - Bethany Assembly of God - Main Street DATE- August'24, 2005 Please review and comment on the attached Site Plan for Bethany Assembly of God on Main Street prior to the Board's September 1' meeting. Thank you. DSD:pre The �.,. Berkshire Design -�° Group, Inc. August 19, 005 Town of Agawam Building Department 36 Main Street Agawam, MA 0 100 1 RE; Site Plan Application for Bethany Assembly of{God Dear Building Department, On behalf of the applicant, please find enclosed 10 copies of an Application for Site Plan Approval (Form D) and accompanying plans for the proposed widening of the driveway entrance to the existing church parking lot. A Massachusetts Highway Entrance Permit is also being; submitted and will conform to all MA Highway Mules and Regulations. We look forward to your comments at the next available hearing. if you have any questions regarding this submission or require additional information, please do not hesitate to contact our office at 413-58 - 000.. Landscape Architecture Sincerely, The Berkshire Design Group, Inc. Civil Engineering Planning Urban Design Jeffrey D. Squire Landscape Architect �r Environmental Servicesava E D �r RECENF tv , RANNING BOARF" ' " w rj co 4 Allen 'lace Northampton,mass aehuwns 01060 Telephone(413)5$2-7(a[)D Facsimile(413)Salt-7005 13-mA bdl; bcrkshircdesign.corn Lelter of Transmittal The 1 ONEENNORNE Berkshire To: Agawam Building Department ......... Design 36 Main Street Group, Inc. Agawam, MA 01(01 Project: Bethany Assembly of God 1)(Ire: 8/19/2005 Copies Date Description 10 08/18/05 Site Plans to 08/18/05 Application for Site Plan Approval Information L Review&Coinniew Approval As Requested Landscape Architecture Remarks; Civil Engineering > Planning Urban Design t Ca Environmental Services > rrl J rev Squire Z/� 1 4 Allen Place Northampton.Massachusetts 0 1060 Telephone(413)582-7000 Facsimi le 413)582-7005 E-mait bdg 0 bcrk.,;hocdc,,igneoni AGAWAM PLANNING BOARD Form Application 1br Site Plan,Approval Please complete the following fon-n and return it and 10 copies of the Site Plan to: Agawam Building Department 36 Main Street Agawam,MA 01 01 l Name of Buses Address Telephone Fix 2.. Name of Applicand near Address Telephone -Z.` r. max 3. Name of Ungin ocr/Architcct1 Address 4z ou Telephone =`1 :5 L-2000 4. Please,dive a brief description of the proposed project; 'A--K4t,4ci l r 2 REC "IVEL) En . RcvisW 8/14/0 AUG 9, 4 2005' Sy ., Inset X 00.7 Berkshire Design Group, hic. RESlW GRANITE Landscape Architecture CURB, TYP. Civil Engineering Irl Land Surveying EXISTING UGHTS TO BE AV 73+0( 19 RELOCATED AS REQUIRED S' WIDE CURB BR§�L,.TYP. W/ % 6" DEEP 3' x 5' STONE PAD (3/4" - 1" STONE, TYP.) ,AS ENTRANCE LANES 8" TILE 'Place, Northampton, Massachusetts 01060 89.53 4 Allen 89.83T (413) 582-7000. * FAX (413) 582-7005 ............... Email, bd9fterkshiredlesigncom --wo- AIF Web. http://www.berkshiredesign.com ---------------- - ---------- -------- ------- co Irk X 00.6 X 37: ------ OF ----------- -------------- - - - ------ SCAROY AND REPAV A ------------------------- - --------- g E I- ---------------- ------- :k 1.13 111 EXISTING BIT. CONC. DRIVE M ri MARK B. N F- UAK14MAJ At ----------- R100 CIVIL TREMYWBE REMOVED 00 "N: �4Q 9 2 f%r- IVED M T491 *.Ala CHED A ----------- HA -- - ------ 92.58TC NI IV, LANt This drawing is not intended nor shall it be used for LEFT I UKN UNLT LD ION X ^2 19 ....... con struction purposes unless the signed professional seat of ON LY LLAA VEGEATIVE S NEW CREENING a registered landscape architect or civil engineer employed ............ sj� by The Berkshire Design Group, Inc. is affixed above. N I POLE PAINTED TRAFFIC W EXI§TING To-..b '�RELOCATED 74+00 @Copy(ight The Berkshire Desi n Group, Inc. j�3b MID EXISTING EVERGREEN SCREEN 92--BY.LM- 00"Y z + + Ile TO BE PRESERVED + + + < cli) This drawing and all bf its contents are the express "I 1 7 io, I property of The Berkshire Design Group, Inc., and shall not SIDEWALK LO -RE"N, + be copied or used in any way without the written consent LEri TURN LAAC "Ot of The Berkshire Design Group, Inc. X ROUTE 57 ONIOFF RAMP NN, (NO ACCESS) ethany 'N 0 10 20 40 60 Assembl of tiod 51� 46 x OM4 Agawam, MA NEW SHADE TREES TYP. am 1 RIMI 89.62 A, REMOVE TREES" 93.0 AS REQUIRED, TYP. 01. r 44 + X91.5 SIGN TO REMAIN LIGHTS TYP. C) lao CURB RADIUS TO REMAIN SALAVAGED/NEW GRANITE CURB, TYP. CURB EDGE TO RE"N X 9ze X 91.9 CL LL, 5- WIDE CURB BREAK, TYP. LVZ -90 PROTECT EXISTING TREES P6 N, 6* DEEP X x 5" STONE PAD Ld Llkiii��,ii`,�,i� U (,3/4!* 1* STONE, TYP.) EVERGREEN X 89.2 ROW NEW SHADE TREES STA EROPOSED NEW _7 Typ. SIGN 73+00 BIT. CONC. ASSEWLY OF GOD ANCE DRIVE REMOVE TREES BOOK 4332 :`AGE 48 ENTFL T"IN W; BOOK 4327 AGE132 AS REQUIRED, TV. PLAN BOOK I PACE 77 W3 PAINTED TRAMC MARKING IF EX. CURB TO BE ------- - REMOVED -—-------------- MILI 1-IGHTS TO R ------------X X 89.1 - I r. I EXIS71NG UTIL POLE 50AM SIGN C TO BE RELOCATED i -ro posea vriveway X, BIT, CONC. WEARING COUR En trance MDPW SM. CLASS 1, TYPE 1 74 00 Bit CONC, BINDER COURSE, HAMALE FENgINQ EROPOSED NEW PROPOSED a1jqqDKjQN ELRING COURSE MDPW SM. CLASS 1, TYPE 1-1 & 01 L PIK NAL IN + NMU GRANITE CURB PRMC EVERgffffiN MHD SM. CLASS 1. TYPE 1-1 OF noma mmmoin WGUT MEAT UNE C FROM FACE OF NEW CORO, REHOW 110§1� T9 1%mm TO BE SCAMM D BIT. CONIC. AND GRAVEL BASE, REPLACE wITH CEMENT 10 QMq,�WM �ASE, CONCRETE To TOP OF BINDER COURSE BE7WANY ASSEMBLY OF 000" BOOK 1-4707 PAGE 574 GRANITE CURB, TYPE "S" 5' WIDE CURB BREAK, W PLAN BOOK 43 PAGE 127, All REMOVE EX HEDGE- 6n DEEP 3' x 5' STONE PAD �q Z5 TREES PARCEL A N.R 0 00 MATERIAL VARIES, SEE PLAN (3/4" - 1" STONE, TYP.) ARkA MARY J� IJOHNSTON 1.398 ACRES BOOK 6993 PAGE 007 C� 00 oc�f6<) PLAN BOOK 43 PAGE 127 1;�L6- 0 0 rill 75 00 Ile -4 DRY_EWAY NIJ HIM it L Revisions Z 11/8/05 - Added island, reduced exit 4 EXISTNG SUSCRADE S ja kIN Azvll curb radius to 15' 4 CONCRETE SETTING BED 0 ) ' � - 000 01C =Ali NOTTn v COMPACTED GRAVEL BASE All LV 1 959 MIN. DENSITY UNDISTURBED OR 91" 0 4, 289:33# SUBGRADE LU �973 V�0"4 O.A Dote: Sheet Num ber DIL Uonc. Paving r"2 Granite Curbing SETWW ASSEMBLY OF GOD December 22, 2005 LEONA S. MORa4N 600K 70494 PAGE 565 ,,r ERIK A VANDERLEEVEN & BOOK 6737 PAGE 347 PLAN BOOK 43 PACE 127 Scale: 2 Scale 2 Scale UNDA M. COSSON LYNN A. VANDERLEEDEN PL4N BOOK PAGE 127 0 20 40 80 120 1"=20' GERALD L. OELNEGRO BOOK 10982 PACE 24 10NIVV ON IM0 PLAN BOOK 43 PAGE 127 19- 70.61 BOOK 14407 PACE 414 W OUT Drawn By: PLAN 600K 43 PAGE 127 stw-s= I 411 JDS Checked Br. RMK fhe Inset Berkshire X W7 agn LLJ e Groifp, hic. Z Landscape Architecture Civil Engineering VP1 Land Surveying AV, QFj SIGN 73+0( BETHANY ASSEMBLY -OF GOD EP 8':3 SMH TC=39 RIM=8� BOOK 4332 PAGE 48 INV IN N L300K 432 7 PAGE 132 INV OU PLAN BOOK 166 PAGE 77 8" 71LE 89.53 4 Allen Place, Northampton, Massachusetts 01060 89-83T (413) 582-7000 * FAX (413) 582-7005 bdg@berkshiredesign.com # EP=89.77 Email. T0�90.05 Web. http://www.berkshiredesign.com M M.--, TC=93.56 1�5TC 9) EP=92.57 __93 OF ......... TO-92.89 lap? 90.6 EP-89.45 CID Tc-8 9.79 92.73 MW B. DARNOLD EP=92.79 4 V'70 TG=92_98 x 92.40 CIVIL t4m 32439 DRIVE f 0) EP-92-32 7 — ---------- N85',33'05'**E No OCA riON This drawing is not intended nor shall it be used for 9 construc6on purposes unless the signed professional sea[ of A a registered landscape architect or civil engineer employed �4 X�11_ FC= J STA by The Berkshire Design Group, Inc. is affixed above. .......... 001-, 74+00 @Xopyright The Berkshire Design Group, Inc. z + + + This drawing and all of its contents are the express fir Z, + + + proper� of The Berkshire Design Group, Inc., and shall not e", be copied or used,in any way Without the written consent "ZI,I �_ 7�. " " + TSm- of The Berksliiire Design Group, Inc. _j -`-A 7" ROUTE 57 14V O�N/OFF RAMP (NO ACCESS) Bethany CP Ile \10 0 10 20 40 60 Assembi of God 4 Agawam, MA XW4 110 Z7 N 90— X W ON kn 93.0 WNW X woo . ..... N N C) X dja x 92.6 LJ X 91.9 LLI Ljj N% EVERGREEN % ROW x$9.2 SIGN BETHANY ASSEMBLY OF 000 BOOK 4332 PAGE 48 *IV IN r_M77 BOOK 4327 PAOC In W our Ir-ftio PLAN BOOK 166 PAGE 77 LEGEND % $9.53 tr YAE ............ ...... . IRON PIPE FOUND 11 ..... -1 IF ROUND FOUND All' CHAIN LINK FENCE STOCKADE FENCE _0-0-0-0-0— r X V coNroUR INTERVAL 5' CONTOUR INTERVAL DRIVE 02.40 X$9.1 CONC. ,-1 174 SIT. SPOT ELEVATION MIR OVERHEAD U77LMES --------- ...... STORM DRAW SANITARY SEWER Existing c"onditions GRANITE CURB SEWER MANHOLE x M4 DRAIN MANHOLE 0 CATCH i34SIN 'M UTILITY POLE IN :�3 LIGHT POST e0.7 OF Aim gum 03 JOSE GAS METER 0 vIVIAN M BEnIANY ASSEMBLY OF GOO" lk I BOOK 14707 PAGE 574 : .� ..... �e V SIGN FRANK S & PLAN BOOK 43 PAGE 127. POW 71 ij�b LISANT1 CA: �- RONALD A. & J. AFFLITTO A L I FLOODLIGHT e- , GAS G47EIWATER CATE GLoRJA �L--. . , v -to PAR�CEL A LQ I A� E)E13ORAH A. LAJ t�; HYDRANT jR. MICHAE KNODLER ARFA JANE J. VtGNEAULT 1.398 ACR ROOF DRAW NNING MARY J. JOHNSTON ES 4 127 BOOK 6WJ PACE 007 PLAN BOOK 43 PAGE V. 114 AY --"-71-- IL CE -RlvQ6L_ Revisions A S N ortn LANE V .'Vo,I Z Date. Sheet Number December 22, 2005 CC SEMANY ASSEMBLY OF GOD BOOK 10494 PACE 565 ERIK A, VANDERLEEDEN & LEONA S. MORGAN PLAN BOOK 43 PAGE 127 Scale, BOOK 5737 PACE 347 LYNN A. VANDERLEEOEN WV IN ir-n.96 0 20 40 80 120 1"=20' LINDA M, CUSSON & BOOK 10982 PAGE 24 PLAN BOOK 43 PAGE 127 WV N lice-mol NV L9 2*-79.51 V) GERALD L DELNEGRO PLAN BOOK 43 PAGE 127 1W CM 1r.".46 Drawn By: BOOK 14407 PAGE 414 PLAN BOOK 43 PACE 127 JDS 0 ......... ....... ...... (YrD Cheoked By. RMK Inset x 90.7 Berkshi�e Design LIJ CIO UP, Inc. Landscape Architecture Civil Engineering Ir Aft Land Surveying %v AT j SIGN 73+0( R�611 0 I-Q-) BETHANY ASSEMBLY OF GOD SMH TC=89.77 -AV 4 . BOOK 4332 PAGE 48 RIM=89 V INV IN 0 BOOK 4327 PAGE 132 INV OU� &Ai pip �y PLAN BOOK 166 PAGE 77 s" nLE 89.53 4 Allen Place, Northampton, Massachusetts 01060 89.83T (413) 582-7000 9 FAX (413) 582-7005 ......... Email: bdg0berkshiredesigncom ......... ... EP-89.7.7 A!r Web. http://www.berkshiredesign.com TC=913.156 .65TC Ep=qZ57 9) X we X T0=92.09 41 10 ILIA EP-89.45 X=89.79 93-- x 92.73 MARK B. DARNOLD PP=92,79 --4 --92.98 t70f 92-40 TO CML No. 32430 DRIVE x EP-92-32 8.75 91 R x 92.25— 'or)"F 92.56 1 U N85433 =89.03 This drawing is not intended nor shall it be used for construction purposes unless the signed profes tonal s I of si ea X a registered landscape architect or civil engineer employed Tc=a&i 5 9L8 by The Berkshire Design Group, Inc. is affixed above. 74+00 @Copyright The Berkshire Design Group, Inc, -92 + + + ...... + �-Ica < This drawing and all of its contents are the express + z + property of The Berkshire Design Group, Inc., and shall not be copied or used. in any way Without the written consent of The Berkshire Design Group, Inc. LEK L1611 IW__ Q A I I C�N- ROUTE 57 ONIOFF RAMP (NO ACCESS) '17' Iffiethan Assembly 0 10 20 40 60 of God .0 90 xft4 Agawam, MA 90 90,3 C1 RIM ......... .... A, 'z A""ft-W 4, tie'. + ��1� �, 4: - I -.1c: 4�NFZ.Itj, db NIX ,-I .,-.- - - C) CO Q go — Nw� CL X 91.9 % Q) Qj k, EVERGREEN % $9.2 ROW Ar SIGN SET~AssEmmy OF GOD BOOK 4M2 PAGE 48 weir BOOK 4327 PAGE 132 % NV OUT 1P a PLAN BOOK 166 PACE 77 LEGEND mama eo BOUND FOUND IRON PIPE FOUND 0 CHAIN LINK FENCE Q) C= IJj STOCK4015 FENCE 92-73 V CONTOUR INTERVAL X 89.1 cONC. DRIVE x 92.40 5' CONTOUR INTERVAL SPOT ELEVA77ON BIT. 12.2,��,�— A ,'m��k -xIl Met" OVERHEAD UTILITIES jr 0 42-58TO STORM DftN 1--ons vzmg/ Exist* g Conant SANITARY SEWER in 70, GRANITE CURB ............ SEWER MANHOLE 0 xW4 W 10 "L Q) DR41N MANHOLE 0 CATCH BASIN MNAL IN UTILITY POLE To W LIGHT POST VATQ. .... . joSEPH R. SPAGNOLI ELEC-TRIC- HETER M. LISANTI It I �I %-_k : GAS METER 12 VIVIAN BEWNY ASSEM84Y OF COID' FRANK BOOK 14707 PAGE 574 .......... PM,'A SIGN RONALD A. GLORIA J. AFFLITTO PLAN BOOK 43 PACE 127'� FLOODLIGHT .0 MICHAEL A. ORAH A. 41�1 "I U 1-- I�j 0* DEB PARCEL A GAS GATEIWATER GATE A REA Li HYDRANT VIG PIC a % JR. JANE J. KNODLER NEAULT ROOF DRAW NNING MARY J. JOHNSTON C 1.398 ACRES 10 BOOK 6993 PAGE 607 MMM I PLAN BOOK 43 PACE 127 t D MQ L Revisions RW __A 4 94 Nolin LANE *A IM yjtA, 289�33' XW. sdv 1'04 Date: Sheet Number BETI�W ASSEMBLY OF GOD December 22, 2005 BOOK 10494 PAGE 565 "r ox., Scale., LEONA S. MORGAN PLAN BOOK 43 PAGE 127 ERIK A, VANDERLESDEN & BOOK 57,37 PACE 347 LINDA M. CUSSON & LYNN A. VANDERLEEDEN OW IN W 0 20 40 80 120 1"=20' PLAN BOOK 43 PAGE 127 M N 10;�;UO GERALD L DELNEGRO BOOK 10982 PAGE 24 01V#4 1'r BOOK 14407 PAGE 414 PLAN BOOK 43 PAGE 127 Drawn By: PLAN BOOK 43 PAGE 127 JDS Checked By: RMK Inset ---. The Berkshire ... X00.1 Design M000. Groifp, Inc. Landscape Arcliftecture RESg/NEW GRANITE Civil Engineering CURB, 1`YP. Land Surveying AV 73+0( EXISTING U014TS TO BE RELOCATED AS REQUIRED 5' WIDE CURB BREAK, TYP. 6" DEEP 3' x 5' STONE PAD 1 STONE, TYP.) ENTRANCE LANES 8" TILE 3 4 Allen Place, Northampton, Massachusetts 01060 89.5 -7000 * FAX (413) 582-7005 50 89.83T (413) 582 Email: bdg*berkshiredesigncom ...... A!r Web- http://www.berkshiredesign.com ------------------ ----------- 0 0) ---—------- co _q ------ SCARIFY AND REPAVE 4 "" --g- 7-__ I ----------- ---------- 377 5 X We --------------- -------------------------�7§71'7 3 '7- V) j MARK DARNO ------------------------------—-------------- EXISTING BIT, CONC. DRIVE A23 CML TRW.IWBE ------ co 00 REMOVED ....... .......... ....... 00 7/ DRIVEWAY_CA3ZM-E4*T-_T0_ "t x 92-25,_, - ------------- Q C --------- CHEU '91 LEFT TURN ONI�Y`1^4e A Y,aQ. This drawing is not intended nor shall it be used for construction purposes unless the Signed professional seal of _6NLY LANE a registered landscape architect or citiji engineer employed 9 C NEW VEGEAjW SCREENING by The Berkshire Design Group, Inc. is affixed above. bt"�RELQCATEO EXISTING POLE TO�' 74+00 @Copyright The Berkshire Design Group, Inc. -92.-. Z BY 0-UTY CO1"y Nj PAINTED TRAFFIC + + + < This drawing and oil of its contents ore the express + 1A + J$LAND M BE PRESERVED property of The BerksWre Design Group, Inc., and shall riot SIDEWALK Lr) be copied or used in any way without the written consent + < 'N" ;�", "I of The Berkshire Design Group, Inc. �, u"_-, 1 _A. LEF/ TURN LAA& ROUTE 57 ONIOFF RAMP (NO ACCESS) W7 itsethan ty 46 117 Assembl 0 10 20 40 60 91 of God Will ...... Agawam, MA X 90.4 .90 % IN NEW SHADE TREES I TYPI C1 RI'M -90 4 aze 113-0 REMOVE TR EES AS REQUIRED, TYP. 7 ATV 9V Ly >+ LIGHTS TYP. CURB RADIUS TO REMAIN 94 SALAVAGE2�/Nrw X 97-6 GRAN CURB EDGE TO REMAIN ITE CURB, TYP. LLJ X 91.0 PROTECT EXISTING TREES LL, 5' WIDE CURB BREAK, TYP. 190 DEEP 31 x 5' STONE PAD EVERGREEN NEW SHADE TREES PROPOSED NEW 1" STONE. TYP-) ROW TYP. SIGN' AT C*) BIT. CONC. X 20.2 ASSEWLY OF GOD 73 00 ENTRANCE DRIVE S" BOOK 4332 "AGE 48 REMOVE TREES BOOK 4327 AGE 132 KV Wt Ir-SMIS AS REQUIRED, TYP. PLAN 800K I PAGE 77 AM PAINTED IMC MARKIN EX. CUR'B TO BE -- ---- REMOVED -7� REM ---------------—------------------------ x SZ40 EXISTING UTIL POLE TO BE RELOCATED -air. it 71% f Proposed Driveway 9 S A Entrance 74 00 BIT. CONC, WEARING COU T mDPW SM. CLASS 1, TYPE 1-1 BIT, CONC, BINDER COURS�, H6=M EE EROPOSED N GRANITE CURB 36*MAM Mbow SM. CLASS 1, TYPE 1-1 PROPOM BITUMUNOUS CONC. V J JRSE R MHD STD. CLASS 1. r(PE 1-1 NULI HEDGE TO REMAIN E)USVNG 61TUM]".0y MNG SAWCUT NEAT LINE 6" FROM FACE OF NEW CURB, REMOVE S,RL '1�_ V TO 8E scminED BIT, CONC. AND GRAVEL SASE, REPLACE WITH CEMENT BETHANY AssrusLy or GOD, 4 I" CONCRETE TO TOP OF BINDER COURSE 71 BOOK 14707 PAGE 574 !2 REMOVE EX. HED fASPHG GRAVEL BASE 5- WIDE CU2§ BREAK, TYP.-I!!�Z PLAN BOOK 43 PAGE 127' TREES IR GRANITE CURB, TYPE "S�' 6' DEEP 3' x 5' STONE PAD PAWCEL A MATERIAL VARIES, SEE PLAN (3/4" - 1" STONE, TYP.) AR�A MARY J. dOHNSTON 1.398 ACRES BOOK 6993 PAGE 007 MUM PLAN BOOK 43 PAGE 127 J, 5TA;Z 00 i?A .... 75 00 -Fd t C) O&Q 0 PQCP I flqf�III lk�1111P�11111 UP9UPtEIIIVZ11111� III DRUPLAY e. ....... Revisions WFM 11—=51 t7 PP N.W 0 11/8/05 Added island, reduced exit curb radius to 15' 0 0 North CONCRETE SET711NG BED 0 '00 oco k COMPACTED GRAvEL BASE < 95% MIN. DENSITY 0600 ':d f==�Jlj I��l il UNDISTURBED OR WM In Fzi Ni.6-- . - COMPACTED SUBGRADE �911 04V Dote: Sheet Number December 22, 2005 BETHANY ASSEMBLY OF GOD CX BOOK 10494 PACE 565 ing 2 Granite Curbing "two Scale: It. Conc. av* LEONA S. A40RGAN PLAN BOOK 4.3 PAGE 127 SW B ERIK A. VANDERLEEDEN & F"-VA 0 20 40 80 120 1�=20' BOOK 5737 PAGE 347 1W IN#Ir LYNN A, VANDERLEEDEN PLM BOOK 43 PAGE 727 W 94 01 UNDA M, CUSSON BOOK 10982 PAGE 24 INV 24 le.74.51 -71,49 Scale Scale GERALD L DELNECRO PLAN BOOK 43 PAGE 127 Drawn By: 2 BOOK 14407 PAGE 414 2 PLAN BOOK 43 PAGE 127 JDS Checked B)r RMK Inset The X 90.7 Berkshire )esign Group, lnc. Landscape Architecture GRANITE: RESgZNQN tvit Engineering CURB, TYP. S 19 EXISTING LIGHTS TO BE Ar 73 0( Land Surveying RELOCATED AS REQUIRED 5' WIDE CURB BREAK, TYP. W/ 6" DEEP 3' x 5' STONE PAD % 01 (3/4" 1 STONE, TYP.) ENTRANCE LANES gill XE 89.53 4 Allen Place, Northampton, Massachusetts 01060 1 (413) 582-7000 * FAX (413) 582-7005 59.83T .... ... Email: bdg@berkshiredesign.com A 'T Web: http://www.berkshiredesign.com to I - -- ------------------ Y ...... '15E ---- -- -- ------------- 0 -- --------------- --------- CID -------------------------------X- SCARIFY AND REPAVE : _NI_ ---------------------------- 4 3, -7 7"---------- X MARK B. EXISTING BIT. CONC.' DRIVE LIAK LU 00, ML TjtE02.*)BE 0 00 /? No. 324M 0) DRIVEWAY EA -To . INED SEM-04T HED -------------92.58TC --------- -I--- t7� 4X2. "ZI LLFT TURN ONLY 1Wjs drawing is not intended nor shall it be used for 9 construction purposes unless the eigned professional seal of -O-NLY EF""' a registered landscape architect or civil engineer employed VEGEAT WE SCREENING , , .1 . NEW 'i L. S ........ by The Berkshire Design Group, Inc. is affixed above. 'A PAINTED ELFFIC �8_�z Z, EXISTING POLE M'BE:.�,RELOCATEQ 74 00 EXISTING EVERGREEN SCREEN Copyeight The Berkshire Design Group, Inc. D + + + 92,-BY,0 LITY COW;0Ny",, This drawing and all of its contents are the express + Ll��', TO BE PRESERVED 41 \IL properly of The Berkshire Design Group, Inc., and shall not + SIDEWALK be copied or used in any way without the written consent LEd TURN LAAg AJ'1 of The Berkshire Design Group, Inc. V*t ROUTE 57 ONIOFF RAMP (NO ACCESS) bethan "W7 Assembl 0 10 20 40 60 WV of God 90 Agawam, MA i&o, Al. NEW SHADE TREES 90 TYP. I RIM .-Wpm W Sze W W REMOVE TREES 1k, AS REQUI "NNW S10 .. ..... # 11b ��§S�IGN TCO REMAIN 4 ca CURB RADIUS TO REMAIN e..O Q SALAVAGED/NEW (6 ITE CURB, TYP. CURB EDGE TO REMAIN x 92.6 CL Q W WIDE CURB BREAK lyp. W/ PROTECT EXISTING TREES _DEEP 3' x 5' STONE PAD LLJ (3/4- - 1- STONE, TYP.) EVERGREEN x 80.2 ROW NEW SHADE TREES : .. I STA PROPOSED NEW TYP. SIGN At C*n 73TOO BIT. CONC. % ASSEA YOFOOD REMOVETREES ENTRANCE DRIVE BOOK 4�332 oE 48 AS REQUIRED, TYP. BOOK 4327 OE 132 PLAN BOOK I PM�E 77 r INGS, + PAI EX CURB TO BE ---- ----- -- I .......... REMOVED 7 R -------------------------------------02-75--------- W1 STING UTIL POLE EXI TO BE RELOCATED Proposed Driveway X,�W' WEARING COURSE CONC ...... ........ tWrance MDPW STD. CLASS 1, TYPE 1-1 V 74 00 .96 SIT. CONC. BINDER COUR BA)q_ALE EENCINQ, k, . — I PROP a NEW MDPW STD, CLASS 1, TYPE 1-1 low, SE R E%fflNOUS C0N1=Wg1&G=C=00.111E=== MHD SM. CLASS 1. TYPE 1-1 GRANITE CURB W PONG MWOUS PA\4W SAWCUT NEAT LINE 6" FROM FACE OF NEW CURB, REMOVE HEDGE TO R + DXTW IN TO BE SOWED 131T� CONC. AND GRAVEL BASE, REPLACE NTH CEMENT CONCRETE TO TOP OF BINDER COURSE BEMANY ASSEMBLY OF GOD' ..... 1j I % BOOK 14707 PAGE 574 5' VADE CURB BREAK TyP. W/ PLAN BOOK 43 PAGE 127* GRANITE CURB, TYPE "S' I . V l REM2& EX. HEDGE 6" DEEP 3' x 5"-STONE PAD ljz� I-- k�6 j JN To TREES PARCELA (3/4" - 1 STONE, TYP.) Co 1.398 ACRES MATERIAL VARIES, SEE PLAN AREA MARY 4. JOHNSTON BOOK 6993 PACE 007 .......... PLAN BOOK 43 PAGE 127 00 0 Q0 5K rdt 0 6& 0 Z 00 CH STA 75+00 Revisions y : 11/8/05 - Added island, reduced exit 0 01 5` curb radius to 15' EXISELO SUBGRADE' C � 4 4 CONCRETE SETTING BED 4 N N I Y;WT Cb 0 �O 4 ' . 000 0., 0 0 North CO A , oOo �_AR MPACTED GRAVEL BASE Cb (V o(D 95% MIN. DENSITY — ==1 11 — �FltgOMM� Jill 721 MCC UNDISTURBED OR 1 . ..... COMPACTED SUBGRADE TV0, 289,33' 5 Dotw, Sheet Number r2 Gran*te 'urbing BETHANY'ASSEIVOLY OF GOD "it, Uonc, raving I U ce. BOOK 10494 PACE 565 December 22, 2005 LEONA S� MORGAN scole: ERIK A VANDERLEEDEN & PLAN BOOK 43 PAGE 127 SM AgEL Scale W LYNN A. VANDERLEEDEN BOOK 5737 PAGE 347 0 20 40 80 120 Seal., LINDA M. CUSSON & 1'=200 2 2 GERALD L. DELNEGRO BOOK 10962 PAGE 24 PLAN BOOK 43 PACE 127 C.Mva 1 IV*- 0 PLAN BOOK -13 PAGE 127 W*'r BOOK 14407 PAGE 414 1W OUT 1;7:0�JH44 Drawn By: PLAN BOOK 43 PAGE' 127 SHEW-ftol TA C JDS Checked By* RMK The 1-Iftiset I)Csign ES 'NIEV GRANITE CURB, TYP. kjtoup� WC4 EXISTING LIGHTS TO BE Landscape Architeciu�e RELOCATED AS REQUIRED TYPICAL STA Civil Engineering Alt _r Land Surveying 5' MADE CURB BREAK, TYP, % 73+0( 6" DEEP 3' x 5' (3/4" 1 E, TYP 97, ENTRANCE LANES 8" TILE '0� 4 Allen Place, Northampton, Massachusetts 01060 (413) 582-7000 - FAX (413) 582-7005 tidg0berkshiredesign.com --------- -------------------------- Email, ----------- ------------------------------- 7 , Web: http://www.berkshiredesign.com ————————— ———— ————————————————————— 4 --------------- 1.5' OF R2P 00 93 --—————————————————— ---1.�"" ------------------------------------------- 6.5' PROTECT EXISTING TREES RE-M&,1E--9QSTlNQ-DPJVZ--------- f DARNOLD ---------------------- -------- ------------ in TO REMAIN 3 CML No. 32439 DRIVEWAY EA MEI�IT- 1BE1_*1 �X '91. 617CHED AR 60, This drawing is not intended nor shall it be used for ILA,NE construction purposes unless the signed professional seal' of gA z. 'z a registered landscape architect or civil engineer employed sj� AE*" RE by The Berkshire Design Group, Inc. is affixed above. j EX1"NG POLE TO.-BC -'RELOCATED CO"y EXI 92'. I I z PAINTED TRAMC -ILITY J! 74+00 @Copyright The Berkshire Design Group, Inc. W� 'S + BY..UT + �t + This drawing and all of its contents are the express ,"TD-BE-PkES8RVW property of The Berkshire Design Group, Inc., and shall not SIDEWALK TO�-2-gMit- be copied or used in any way without the written consent Lr) + of The Berkshire Design Group, Inc. LEFi TUR ....... ROUTE 57 ON/OFF RAMP (NO ACCESS) ethan's7 Assembl 0 10 20 40 60 17 ... of God NEW SHADE TREES A"awam, MA v", V A TO MATCH EXISTING, TYP. A-1 % CBC1 RIM 0� IN ...... k REMOVE TREES ..... I ED, SIGN TO REMAIN 0 (z) 9M PLM APPROVAL LIGHTS TYP. Q cc AGAWAM WINGSOAM' CURB RADIUS TO REMAIN SALAVAGEDZINEW Cc) X GRANITE CURB, TYP. REMOVE CURB WITHIN PL 01 Q) 5' VADE CURB BREAK. TYP. !LVZ REMOVE EXISTING TREES. TYP. Uj a 6* DEEP 3' x 5' STONE PAD SETP4W ASSEMBLY OF GOO - 1 STONE, TYP'.) EVERGREEN BOOK,'4332 PAGE 48 (3/4 W NEW SHADE TREES 80OW4327 PAGE 132 PROPOSED NEW TO MATC H NG, TYP. -aOOK 166 PACE 77 SIGN 0 PLAN BIT. CONIC. 73 0 SMH ENTRANCE DRIVE NV IN r.m?? ...... [my OUT W-00.16 j PAINTED TRAMC MARKINGS % ---------- TWICAL, ,,�---- ------------ ------------------ ---------- I I EX. CURB TO BE .............. REMOVED L ————————————————————————————— 'U TIL POLE %-1w. ----------- EXISTING U DRIVE CONC. TO BE RELOCATED SIGN BIT. 105. EX. N z Proposed Driveway ,?z (47z A ntrance BM CONC. WEARING COURSE 4 0 7410 BITUMUNOUS CONC, WEARING COURSE MDPW STD. CLASS 1, TYPE 1-1 ...... + TYPE 1-1 MDHD STD. CLASS 1, Bit CONC. BINDER COURSE ROPOSED NEW % MIN! M_DPW 5LD, gL4S GRANITE CURB _5 1; Trg )-I 3r mmu MTOMINQU9 COVC, RINDER COURK MHD STA. CLASS 1. TYPE 1-1 OTE TM W $ SAWCUT NEAT LINE 6" FROM FACE OF NEW CURB, REMOVE HEDGE TO REMAIN COMPACTED GR&VELBASE, CLIJ 12" BIT. CONC. AND GRAVEL BASE, REPLACE WITH CEMENT 95% MIN. DENSITY BMANY ASSEMBLY OF GOD ON REMOVE EX. HEDGE V CONCRETE TO TOP OF BINDER COURSE BOOK 14707 PAQE 574 : 5' WIDE CURB BREAK, TYP. Wz PLAN BOOK 43 PAGE 127'� P C� AS REQUIRED 10 zj GRANITE CURB, TYPE "S" W - "' I . 1 ;7, A P 1-1/2" 6" DEEP 3' x 5' STONE PAD PAR 00 Q0 MATERIAL VARIES, SEE PLAN (3/4- 1- STONE. TYP.) AREA MARY J. JOHNSTON FW04ACE 1,398 ACRES PROPOSED NEW PROPERTY UNEj 00 BOOK 6993 PAGE 007 ANR PLAN TO BE FILED CHANGE IN LOT SIZE 6,327;1E sf) PLAN BOOK 43 PACE 127 12" 00 0 0 STA Z qQao 0 00 -00 0� 754 all, 0 Re-visions —E PRXQMAY 11 Added Island, reduced exit /8/05 curb radius to 1 5# (DO A- 0, 4 0 UNDISTURBED OR COMPACTED 2/17/06 Realigned drive 0 Z CONCRETE SETTING BED \ 000 Iwi -0 0, 3;; North SUBGRADE C) COMPACTED GRAVEL BASE EXTEND GRAVEL 12* BEYOND EDGE OF 6% 95% MIN. DENSITY 72 PAVING WHERE ROAD IS NOT CURBED f_j=j g/1 I Ib UNDISTURBED OR NOTE. IF UNSUITABLE CONDITIONS ARE ENCOUNTERED. DEPTH OF BASE V71111 IV P �I� N COMPACTED SUBGRADE _'ssV1 04-W MATERIAL MAY BE INCREASED IN T14E FIELD. z ..... 15 Date: Sheet Number Bet. ing BETHANY ASSEA48�Y OF GOD December 22, 2005 rl 1 Conc. Pav* 2 Granite Curbing BOOK 10494 PAGE 565 Scale: LEONA S, MORGAN PLAN BOOK 43 PACE 127 WH ERIK A. VANDERLEEDEN BOOK 5737 PAGE 341 RIM-07M 0 20 40 80 120 1'=20' INV IN er-79.96 Scale Scale UNDA M. CUSSON & LYNN A VANDERLEEDEN PLAN BOOK 43 PAGE 127 INV IN lite-80.01 BOOK iO982 PAGE 24 INV IN 2*-79.51 GERALD L. DELNEGRO PLAN BOOK 43 PAGE 127 )NV out tf-n4a Drawn By: SHMY-ftm BOOK 14407 PAGE 414 r OF K 0 :03rD='ARNOLD PLAN BOOK 4J PAGE 122' JDS Checked By. RMK