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8365_SITE PLAN - TWISTYS - 1504-1510 MAIN ST. - CIRILLO -�c,J�s� 'S I50�(- I5lo M�+� S�� THE CUMMONVVEALTH OF MASS#USETTS At ^MWW EXECUTIVE OFFICE oF TRANSPORTA-riON MAr>SACHUSF-TTs Hirt vvAy DEPAR-rMENT Dt:VAL L, PATRICK Dr-RNARD C011V.N GOVE.MHO" SF.CRF:t AQV 'ImorHy R MURRAY I.M.SA PAiuwoNSKY JCUTCNANT GOVtOtHO" C0MM4S81QNLq CERTIFIED MAIL RETURN RECEIPT REQUESTED A- 15-DO, 5-0549 October 20, 20 8 SUBJECT- Agawam- Route 159 (Main Street)at South Street tgW Permit#2-2005-0549 (Twisty's) Anthony R. Cirillo,Jr. 986 Main Street Agawam, MA 01001 Dear Mr. Cirillo: Massachusetts Highway Department(MassHighway) District Two personnel performed site reviews along Route 159, in the vicinity of the Twisty's property at 1508 Main Street in the Town of Agawam, Site investigation revealed the following concerns under permit#2-2005-0549, issued to Cirillo Realty: Areas along the driveways and within the SHLO, which is approximately twelve (12)feet from the edge of road (curb I ine), were landscaped with rocks and boulders. The permit states: "ROCK Landscaping, planting pots, barrels, other containers or appurtenances shall not be allowed under this permit." The District hereby directs the immediate removal of unauthorized rock landscaping, signs, and parking spaces within the SHLO. The Permit also states: "No Parking is allowed within the limits of the State Highway Layout." The submitted plans drawn by R. Levesque Associates, Inc, which are referenced in the captioned permit, identified the property line and the location of all parking outside the SHLO. If you have any further questions,please contact District Permit Engineer Kenneth J. Crochiere at (413) 582-0535, Sincerely, Albert R. Stegerriann, P.E. District Highway Director KJC/kjc C —KW, KJC, CCR, Agawam Building Inspector, Planning Boir/ 811 NORTH KING STREET,NORTHAMPTON,MA 0106 TELEPHOW. (413)582-0599-TELEFAX: (413)582-0596-WWW,MHD-8TATE.MA.US .� Town fo y 36 Main Street Agawam, Massachusetts 01001-1837 p`1 Tel. 413-786-0400 Fax 13-786-997 November 10, 2007 Anthony Cirillo 986 Main Street Agawam, MA 0100`1 Dear Mr. Cirillo; At its duly called meeting held on November 15, 2007, the Agawam Planning Board approved the Site Plan entitled "Alterations to 1504 Main Street, Anthony Cirillo, Agawam, MA, by Reinhardt Associates" and dated 11-17-06, revised 10-24-07. If you have any questions, please contact this office at 786-0400, extension 2'81 Sincerely, Travis Ward, Acting Chairman` AGAWAM PLANNING BOARD 3 TW/DSd.prk C/) cc: Building Inspector' Engineering Dept. Reinhardt Associates Town Clerk' File Memo To: Planning Board From: Sgt. Richard Niles Subject: Site Plan—Twisty''s-- 1504 Main Street Date: 11l13l a(?7 Based upon the plans as submitted,there would appear to be little negative impact to pedestrian, bicycle, and or motor vehicle traffic safety. Respectfully Submitted Sgt. R. Niles Safety Officer Agawam Police Department TOWN OF AWAWAM Dep' artment of Public Works OP 1000 Suffield St - Agawam MA 01001 Tel (413) 821-0600 - Fax (413) 821-0631 John P. Stone—Superintendent MEMORANDUM To: Conservation Commission and Planning Bmd' From: Engineering Division CC: My-ron Hatchett—Reinhardt Associates,File Date: October 25,2007 Subject: CC 284 and SP 453 —Cirillo�— 1504 Main Street—"Twistye' 7be site plan submittal titled"Alterations to 1504 Main St. Anthony Cirillo;-Revision Date: 8-11-06,Rev.3-9- 07,Rev.4-03-07,Rev 9-28-07, Rev, 10-24-07"has been reviewed: I have no;Mditional comments at this time. If you have any questions please do not hesitate to contact this division. Sincer John Decker, E.1-T- Civil Engineer I Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837' Tel. 13-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Safety Officer, Fire Dept.,ADA Committee FROM: Planning Board SUBJECT: Site Plan - Twisty's - 1504 Main Street DATE: October 31, 2007' Please review and comment on the attached Site Plan for alterations to Twisty's at 1504 Main Street prior to the Board's November 15Y"meeting. Thank you. DSD:prk AGAWAM PLANNING BOARD Farm T Application for Site Playa approval Please complete the following form and return it and 10 copies of the Site Plan t Agawam Building Department 1000 Suffield Street Agawam, MA 01001 l. Marne of Business 1 Address 5'r Telephone ' _33rdLPFax . Name of AF li ant/O nec Address Telephone V13 � � j 2 -�t Fax 3. Name of Engineer/Architect Address '522- Telephone < vU Fax 4. Please give a brief description of the proposed project: 0 Kw"E C F Revised 2/1f0BU^ ARU' 04/12/2007 HAS rAX 413B210931 002/003 TOWN OF AGAWAM Department of Public or 1000 Suffield St - Agawam MA 01001 Tel (413) 821-0600 a Fax (413) 821-0631 John P. Stone—Superintendent ARMORANDIM To.- Conservation Corrimission and Planning Board From: Engineering Division CC: Richard N4isiaszek—Reinhardt Associates, File Date® April 12,2007 Subject: CC 284 and SP 453 —Cirillo— 1504 Main Street—"Twistys" The site plan subn-dttal titled"Alterations to 1504 Main St. Anthony Cirillo;Revision Date: 8-11-06,Rev.3-8- 07,Rev. 4-03-07" has been reviewed. Engineering has the following comments: PLAtih!ING BOARD CQhRENTS: Retaining Wall. 1. The proposed wall must be inspected by the designer/architect to ensure structural sufraciency,due to public safety concerns. The applicant's Engineer must also sign off on the construction of the wall. Please make a note on the plan set to this effect. I The embankment at the base of the proposed retaining wall has an average slope of 1:2.5,the maximum slope allowed is 1:3- the plans should be revised to reflect this. 3, The retention wall cross-section currently shows the ground at the base of the wall as level,the plans show a slope at the base of the wall. The detail should be revised to represent the proposed construction. 4. Please show existing and proposed elevation contours for the site with spot grades and rim elevations. Show the elevations for the high points indicated on the plan in the parldrig lot. 5. Show on the'plan the stormwater flow path for runoff from the new area above the retaining waU- 6, Please confirm that the new addition will not disturb the existing drain line; add notes to the plan as needed. 7, The plans show a proposed riser, frame, and grate to be installed above the existing leaching cell. Please show details on the plans. Adding this grate to the leaching cell will likely increase the maintenance required for the cell; care should be taken when landscaping the area at the base of the wall,near the grate, so as to prevent plant bed mulch from washing into the leaching cell. Caeneral Comment 9. The site plan approved last year shows 10 approved parking spaces. The 2 spares behind building should be shown on the plans. A site visit revealed that the number of marked spaces in the existing 04/12/2007 08'48 FAX 4138210631 it 003/003 lot exceeds number shown on the plats; 16 total spaces w=observed,including I Handicap Accessible space exist, as opposed to the 11 shown on the current plan(with I Handicap Accessible space), The spaces that are the pruinary concern are the 2 spaces next to the stairway in the upper parking area. The layout of these two spaces congest the traffic flow on the site and should be removed;no parking signs should be placed at these locations among others,see comment 9 below. 9. "NO PARKING"signs should be placed along the edges of the proposed compacted gravel area, as well as along the southerly parking lot's edge,just west of the building and also along the north side of the new addition. Show the sign's locations and also a detail,meeting MUTCD standards,on the Plans 10, The plans show the water and gas services off of South Street to be severed at the property line. It is believed that these services were retained for use by the remaining structure;please confirm this,and note the plans as needed. 11. Show the new handicap ramp locations on the plans if any new ramps are proposed,if no are proposed the detail should be removed from the plans. 12. Indicate on the plans the type of fence to be installed around the dumpster. 1*3). The letter submitted by the applicant is from and signed by the current resident,not the owner,of 21 South Street. It states: 1 give permission for Anthony Cirillo to fill in Gully abutting my property and his Twisty lee Cream property." If the applicant is proposing to fill a gully on the abutting property,the plans should show this proposed activity with existing and proposedelevation contours. The contour lines have to extend onto the abutting property far enough so that the pre-and post-construction drainage patterns can be analyzed properly. If the drainage patterns change, Engineering recommends that the applicant obtain drainage casements. CONSERVATION COMMISSION COMMENTS: 14. Please show the details for the erosion and sediment controls on the plan. If you have any questions please do not hesitate to contact this division. 11017 1 LI Sincerely, 1411). Decker,E.I.T. Michael C, Chase,E.I.T. ivil Engineer I Interim Town"-En eer OrOASI tWOo W dq"mNaom 7 mw&Nklomdft 006 16: 15 FAX 4 13821OG31 Z 002/003 TOWNOFAGAWAM Department of Public Works 1000 Suffield St * Agawam MA 01001 Tel (413) $21-0600 - Fax (413) 821-0631 D fit' John P. Stone—Superintendent MEMORANDUM To: Planning Board From: Engineering Division CC- Douglas Goodman—Reinhardt Associates,File Date: December 5,2006 - Subject: SP 453 —Cirillo— 1504 Main Street—"Twisty " The site plan submittal titled "Alterations to 15041 St. Anthony Grillo; Revision date: 8-11-06" has been reviewed, Engineering has the following comments: 51TE PLAN_ CQh!QMTS: Rcta` }Nall.; 1. The proposed wall must be inspected by the designer/architect to ensure structural sufficiency, due to public safety concerns. The applicant's Engineer must also sign off on the construction of the wall. Please make a note on the plan set to this effect, Since this wall is less than 4' exposed support, the wall does not fall under the Building Inspector's purview. -Engineering does not have staff qualified in structural design to perform these inspections. 2. Please specify the materials and dimensions of the guard tail on the plan I The area above the proposed wall is labeled as "OPEN AREA (UNDEVELOPED)' , It is assumed that this area will not be used for parking. Currently at the site, aportion of the graveled area has four or so parking spaces marked and labeled. Please clarify the intended use of this area on the plans. Draime; 4. The filling of the area behind the wall may require some grading near the property line and may actually require grading onto the abutter's property. Please show the extent of the filling with existing spot grades and contours into the neighboring property. S. Please show where the runoff from the new area being created above thetetaining wall will go. 6. Please confim that the new addition will not disturb the existing drain line. General QgMgLents: 7. The site plan requires a stamp from a PE, Architect, or Land Architect or as allowed by the Planning Board. 8. Please confirm that you are replacing the existing wooden rail fence that runs along the top of the stream's embankment. 9. The parking stalls shown on the plan are only 12' deep;they should.-be 19' deep at a minimum. 10. The site plan approved last year shows parking spaces behind the building,please show these on the plan- Also, a site visit revealed that the number of marked spaces in the existing lot exceeds that shown on the site plan; 16 total spares, including I Handicap Accessible space exist, as opposed to the I I shown on the plan (with I Handicap Accessible space). The spaces of main concern are the two spaces next to the stairway. 11.Please show the location of the dumpster on the plan. The dumpster should have a fence around it 006 16: 15 FAX 4138210631 16002/003 ,�► TOWNOFAGAWAM Department of Public Works 11000 Suffield St • Agawam MA 01.001 Tel (413) 821-0600 ■ Fax (413) 821-0631 a- q t(►p John P. Stone;— Superintendent MEM0gALDVM To Planking Beard From: Engineering Division CC Douglas Goodman—Reinbaxdt associates,File Date December 5,2006 Subject: SP 453 —Cirillo-- 1504 Main Street—"Twistys"'' The site plan submittal titled "Alterations to 1504 Main St.Anthony Cirillo; Revision date: 8-11-06" has been reviewed. Engineering has the following comments: SITE PLAN COMMENTS Retaining WAIL: 1. The proposed wall must be inspected by the designer/architect to ensure structural sufficiency, due to public safety concerns. The applicant's Engineer must also sign off on the construction of the wall. Please make a note on the plan set to this effect. Since this wall is less than 4' exposed support, the wall does not fall under the Building Inspector's purview. Engineering does not have staff+quahfied in structural design to perform these inspections. 2. Please specify the materials and dimensions of the guard rail on the plan 3. The area above the proposed wall is labeled as "OPEN AREA; (UNDEVELOPED)". It is assumed that this area will not be used for parking. Currently at the site, a portion of the graveled area has four or so parking spaces marked and labeled_ Please clarify the intended use of this area on the plans. Drainage: 4. Tlse filling of the area behind the wall may require some grading near the property line and may actually require grading onto the abutter's property. Please show the extent of the filling with existing spot grades and contours into the neighboring property. 5. Please show where the runoff from the new;area being created above the retaining wall will go. 6. Please confirm that the new addition will not disturb the existing drain line. General Comments': 7. The site plan requires a stamp from a PE, Architect, or Land Architect or as allowed by the Planning Board. 8. Please confirm that you are replacing the existing wooden rail fence that runs along the top of the stream's embankment: 9. The parking stalls shown on the plan are only 12' deep;they should be 18' deep at a minimum. 10. The site plan approved last year shows 2 parking spaces behind the building, please show these on the plan- Also, a site visit revealed that the number of marked spaces in the existing lot exceeds that shown on the site plan; 16 total spaces, including'l Handicap Accessible space exist, as opposed to the 11 shown on the plan (with 1 Handicap Accessible space). The spaces of main concern are the two spaces next to the stairway. 11. Please show the location of the dumpster on the plats. The dumpster should have a fence around it 12006 16 :15 FAX 4139210631 9 003/003 0 . 0 1 .The plans show the water and gas serc*ces off of South Street to be severed at the property line. It i believed that these services were retained for use by the r # • structure; please confirm this on the plans needed. NOTICE OF INTENT COMM 13. Please show all resource buffers on the plans. 14. Please show the erosion and sediment controls on the site plan. if you have any questions please do not hesitate to contact this division. Sincerely, �VU,J/" L hnDecker,E.I.T. ItiIichael C. Chase,E_. . Civil Engineer I Interim'gown Engineer . ��rw are x .aaiu�,aar November 1 , 006 Agawam Planning Board 36 Main Street Agawam, MA 01001 Dear Beard Members: Please table my site plan for 1 4-1510 Main Street until your second meeting in December. 1 am going before the Conservation Commission on December 14`h. Thank you; Anthony Grillo AGAWAM OFFICE OF PLANNING &COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. nachos DATE: November 14, 2006 DATE RECEIVED: October 31, 2006 DISTRIBUTION DATE: November 7, 2006 PLANNING BOARD MEETING DATE: November 16, 2006 APPLICANT INFORMATION I Name of Business: Twisty's Address: 1504 - 1510 Main Street, Agawam, MA 01001 2. Owner: Grillo Realty, Inc. Address: 986 Main Street, Agawam. MA 01001 Telephone: 821-0822 Fax: 3. Engineer: Reinhardt Associates Address: 430 Main Street, Agawam, MA 01001 Telephone: 786-9600 Fax: PLAN REVIEW Scale: 1" = 10' Date- June 13, 2006, revised August 11, 2006 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Plan must be stamped. Description of Project: Proposed addition to existing restaurant, installation of retaining walls and filling of site. Site Plan Review Page 2 Description of Site: Site plan previously approved by both Conservation Commission and Planning Board. Area to be filled is partially filled presently. New filing with Conservation Commission will be necessary. Restaurant addition proposed where there is an existing deck. Provision for Traffic Flow: Driveways width and radii must be shown on the plan. Parking: Plan shows net gain of two (2) new parking spaces. One space at the rear of the building will be lost and three (3) new spaces will be provided in the front of the building. Drainage: See Engineering comments. Public Utilities: Unchanged. Landscaping/Screening and Buffers: Not provided. A detailed landscaping plan indicating location, size and species of all planted areas must be provided. Is it the intention of the applicant to paint the new stockade fence. If so, what color? Sign Location: O.K. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Dumpster approved in previous plan has been eliminated. Plan must show clumpster location. Dumpster must be screened, fenced and gated. Other Comments or Concerns: MEMO TO: Engineering Dept. FROM:; Planning Board SUBJECT: Revised Site Plan -Twisty's - Main Street DATE: November 7, 2006 Please review and comment on the attached Revised Site Plan for Twisty'$ on Main Street prior to the Board's.November 1*6"meeting Thank you. DSD:prk t Town ot AgaWaIn - 36 Main Street Agawam, Massachusetts 01001-1837 Tei. 413-786-040 Fax=413-786-9927 D October 2, 2006 Anthony Grillo 86 Main Street Agawam, MA 01 001 Dear Mr. Grillo: On July 20 2006, you attended a meeting of the Agawam Planning Board to discuss your plans to make two revisions to a plan previously approved by the Planning Board on September 15,, 2005, Theproposed revisions were as follows: I To extend the existing restaurant over the existing foundation and add one unisex bathroom. 2 To stabilize the slope at the rear of the property by filling ihe_area with compacted, gravel and installing a new retaining wall. Following your presentation, the Board advised you that you would need a revised Site flan. To date no plan has been submitted. During a recent visit to the site, a member of the Planning' Board observed that you have already undertaken the expansion of the restaurant and appear t be filling the site without approvals By way of this letter, the Planning Board asks that the Inspector of Buildings take whatever action is necessary to ensure your compliance with the Board's request for a revised plan, If you have any questions, please contact the Planning Office at 786-0400,extension 283, Sincerely, Dennis B. Hopkins, Chairman Agwam Planning Board cc. Inspector of Buildings; a 0 Agawam Planning Heard July 20, 200 Page 2: 2 SITE FLAN- Meadow Street - Calabrese Motion was made by Ms. Baldwin and seconded by Mr. Zini,to table the Site Plan for Calabrese on Meadow Street as requested by the applicant's representative. VOTE 3.0 REVISED SITE PLAN - Main Street- Cirillo Tony Cirillo was in attendance, He explained that he is looking for two revisions to his site plan. 1 Extend the restaurant over the existing deck,using the existing foundation and add one unisex bathroom. He stated that this area would be used as a sitting area with a take-out window. Mr. Hopksin asked how much additional seating and parking this would create. Mr. Cirillo stated that per the zoning officer he could seat 18 in this area but he is proposing and additional 1 Q-12 seals. 2) He stated that his slope is washing away and he would like to fill the area to the end of his property and construct a 3" retaining wall with a guardrail. He stated that he will plant grass and shrubs and will place traprock. Ms. Dachos asked if this area was to be used for parking for Six Flags. Mr. Cirillo stated no, not this area but that he now owns 1744 Main Street and is using that property for Six Flags parking and that he is advertising free cones with the parking:. Ms. Machos explained that a site plan is required for that use as it is a house lot. She asked i a revised parking,,analysis was conducted for the site being discussed this evening and informed hire that a new Notice of Intent would also have to be filed with the Conservation Commission. Mr. Hopkins started that the Board would treed elevations of the addition and the area to be filled. Ms. Etachos stated that Mr. Cirillo stated at a Conservation Commission meeting that this are would never be used for parking, only for picnic tables. Mr. Cirillo stated that circumstances change. Mr. Hopkins stated that the added seating could have an impact on the parking and that the following issues must be addressed on a revised plan: will the area be paved or impervious, drainage`,-landscaping; grading; si,gnage; and proximity to brook. He also stated that if the addition has the;.possibility of 18 additional seats, the Board must look at that as the maximum allowed and that the parking analysis should reflect that. There was a general discussion regarding the temporary sign_issue'on the property also. Motion was made by Ms. Baldwin and seconded by Mr. Zini to table the Revised Site Plan for Cirillo on Main Street until a revised plan has bedh submitted. VOTE 3-0 SITE PLAN --Agawam Crossing- Suffield&Silver Streets; Motion was made by Ms. Baldwin and seconded by Mr. Zini to table the Site Plan for Agawam Crossing at the request of the developer's representative. VOTE 3-0 TOWN OF AOAIA CONSERVATION COMMISSION 36 MAIN ST., AGAWAM, MA UX Oar 786-0400, ext. 245 September 26, 2006 Anthony Cirillo 986 Main Street Agawam, MA 0100'1 Dear Mr. Cirillo: The Agawam Conservation Commission has received notice of filling taking place behind "Twisty's"on Main Street. Please be advised that the Commission voted to approve an Amendment to your Order of Conditions on October 27, 2005, in order for you to get the two existing concrete walls certified, to allow for the placement of fill approximately 6' in and the area to be planted,grass. The slope shall be 4:1 to allow you to seed and maintain it. Also approved was the placement of a stockade fence in that area. Please be advised that no additional work has been approved by the Conservation Commission. Any further work requires another filing with the Commission. Sincerely, y Henry A. Kozloski, Chairman AGAWAM CONSERVATION COMMISSION' HAK:prk cc: Planning Board Pile F�� 0TOWN F - M Department of Public Works 36 Main Street 9 Agawam MA 01001 e�a r r Tel (413) 786-0400 - Fax (413) 786-9927 opORAiD MPS` John P. Stone—Superintendent MEM0RANDUJJ1:%.pQ%.V LOW To: Planning Board JUN 2 r 2006' From: Engineering Division:: V%0ARD CC; Douglas Goodman—Reinhardt Associates, File Date: June'27, 2006 Subject:; SP 453 --Cirillo— 1504 Main Street;—"Twistys The site plan submittal titled "Alterations to 1504 Main St. Anthony Cirillo has been reviewed. Engineering has the following comments: SITE PLAN COMMENTS: Retainini Wall: 1. The proposed wall must be inspected by the designer/architect to ensure structural sufficiency, due to public safety concerns. Please make a note on the plan set to this effect. Since this wall is less than 4' exposed support, the wall does not fall under the Building Inspector's purview. Engineering does not have staff qualified in structural design to perform these inspections. 2. Engineering recommends that the guard railing shown on the plan be installed for public safety, as opposed to the wooden railing mentioned by Mr. Cirillo, In a conversation with Mr. Cirillo he had, stated that the location of the wall was going to be about parallel with the foot of the exterior' stairway. Then from the top of the wall there was going to be a vegetated strip sloping to the top where there will be wooden railing similar to that which is already on-site. Please confirm that the site plan reflects the intents of Mr. Cirillo, if necessary show these changes on the site plan. 3. What is the intended use of the new area being created above the retention wall? If this area is to be used for additional parking, then please show the proposed stall layout on the plan. 4. The retention wall should have its top elevations defined for its entire extents. If necessary, please show a front elevation view of the wall. Drainage. 5. Please show the location of the existing leaching basin and all underground utilities as needed on the plan. The proposed wall must not impact the functioning of the existing leaching structure.: 6. Please show additional contour lines and spot grades for the area above the retention wall and for the parking lot to demonstrate the intention for drainage in this area. Traffic/Curb Cuts: 7. In a conversation earlier this spring with Mr. Cirillo, he stated his concern with the layout of the current two-way northern curb cut on Main Street. He had proposed possibly having one-way circulation on the site, if this is still the case it may be necessary to have a new one-way curb cut on South Street where the traffic would exit while retaining the northern curb cut on Main Street as a one-way entrance. Please evaluate the feasibility and necessity of these changes. NOTICE OF INTENT COMMENTS: 8. This project requires a Notice of Intent to be submitted to the Conservation Commission. 'Mr. Cirillo has stated that he will file after site plan approval. 4 . Please show all resource buffers on the plans. I0 Please show the erosion and sediment controls on the site plan. If you have any questions please do not hesitate to contact this division. Sincerely, r1il Decker, E.I.T. erg J, H an, . . Engineer I` gine r MEMO To. Planning Beard From Sgt. Richard NMES, Safety Officer Subject: Revised Site Plan- Cirillo - Alterations to 1504 Main Street Date: 06/22 2006 On this date, the following observations were made; 1 a All Star Food Services refrigerated truck pulled parallel to the curb in front of Twisty's, waited for the flow of traffic to subside, and then backed into the parking lot. 2 a sign for those persons en route to Six Flags to park in the Twisty's lot fora rate less than that to park on Six flags property. Besides the obviousness of backing up northward in the south bound lane, the maneuver of the delivery truck created visibility problems for both north and south bound traffic as well as; traffic entering/exiting South Street. The proposed addition, which will have seating for"1 ", could increase the number of Twisty's customers. Added to this, the Six Flags patrons who may park at Twisty's, and the safety to pedestrian, bicycle, and motor vehicle traffic will decrease drastically. Respectfully Submitted _Jv Sgt.Richard NELES Safety Officer,Agawam police Department Town of Rga 36 Main Street Agawam, Massachusetts 01001-1837 a, QPy`1 Tel. 413-786-0400 Fax 413-786-9927 September 16,2005 ` -7 - -: I:, ri Anthony Cirillo CIO 986 Main Street ® �, Agawam, MA 0 1001 ` Dear Mr. Cirillo: At its duly called meeting held on September 15, 2005, the Agawam Planning Board approved the Site Plan entitled"1504-151 b Main Street, Agawam, Massachusetts, by RLA, Ray Levesque Associates, Inc." and dated September 2005, revised 9-15-05. 1f you have any questions, please contact this office at 786-0400, extension 283 Sincerely, Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH:pre cc: Building Inspector Engineering Dept:, R.A. Levesque Town Clerk File R LEVESQUE A f 'CIATES, INC A LAND PLANNING SERVICES COMPANY September 13, 2005 Albert Stegemann,PE Director Mass Highway District 2 Office 811 North King Street Northampton, MA 01060 Attn: Kenneth Crochiere RE: Application for Mass Highway Access Permit Relocate Curb Cut for Proposed Restaurant 1504-1510 Main Street Agawam,MA 01001 RLA Project#050504 Dear Mr. Stegemann Our firm has been retained by Cirillo Realty, Inc.to design a site layout and acquire permits for a proposed restaurant at the above referenced property. Toward that end,we have prepared plans and reports and have recently filed with the Agawam Conservation Commission and Planning Board. We are currently nearing completion of the permitting process with the City agencies and the final Planning Board meeting is scheduled for this Thursday(9-15-05). The new design of the site incorporates many improvements over existing conditions, including a reconfiguration of the existing curb cut. The site plan includes changes to the parking area;however the amount of surface water entering the existing catch basin at the corner of South Street and Main Street and will remain the same for pre and post construction conditions. Moreover, no changes are proposed to the Mass Highway drainage structures in the Route;159 Flight-Cif--Way. Thus,per our conversations with you,no stormwater calculations have been provided. For your convenience in reviewing the enclosed Access Permit Application, we have provided the following items.: A copy of our letter to the Mass Historical Commission • One set of the relevant engineering plans dated 9-12-05 Please let us know if you require any other documents for your review. We took forward to your issuance of an Access Permit on this project. Sincerely, VE UE S CIATES INC Raymon C. Levesque,CEP Principal ECEIVEN00k c.c. Agawam Planning Board Agawam Conservation Commission' .SFP T 2005 Engineering Department for the Town of Agawam Anthony Cirillo,Cirillo Realty, Inc. 1-2 PLANNINGES M 75 Broad Street,suite C,POB 640,'WestYield,MA 01085 Phone:413 5 8-0985;Fax:413-568-0986 officc@r1evesquemsmiates.com FA TOWN O AGAWAM 41 T m MEMORANDUM ®R ® �. To: Planning Board CC: John Stone—DPW Supt., Raymond Levesque,File From: Engineering Dater September 13,2005 Subject' SP 453 —Cirillo— 1504-1510 Main Street—"Twistys" Alter reviewing the draft plan submitted by R. Levesque Associates, INC. entitled "1504-1510 Main Street; Agawam Massachusetts; 9/12/05 All engineering comments have been addressed at this time. Please, if you have any questions or comments do not hesitate to contact this division; Sincerely, john G. Decker,E 1. Geoe J. Ho an, P. Civil Engineer I /TowtEngineer RECEIVED qp 1 5 2005 SiLSPW53 CIRILLO HOT DOG SfAWSP453 CMLLO;MEMO FINAL d.DdC BUURnuok REUVHAROT ASSOCIATES � e�a�irx�rs �nzer�or gt�t�rs September 15, 2005 Town of Agawam Office of the Building Inspector 36 Main Street' Agawam, MA 01101 Attention: Dominic Urbinati Inspector of Buildings Reference; Grillo Realty 1504-151 Q Mein Street Agawam, MA Dear Nick: I am writing on the behalf of Mr. Girillo and in response to your letter to the Planning Beard on 8/31105 regarding your Site Plan review. Our understanding is the foundation of the structure being demolished will be completely filled with earth. The West foundation wail will receive fill on the outside of the wall to within 2 feet of the top of the gall to balance the wall, rendering it no longer a retaining wall. The South foundation wall will receive a new reinforced concrete retaining wall the; length of that side of the structure. A detailed drawing will be provided; The height of these walls are approximately 8"_0". If you have any questions please do not hesitate to call. Sincerely, REINHA DT SSOCIATE -R a c e MH pfp cc: T. Grillo R. Levesque 430 Main Street * Agawam, MA 01001-1827 9 Tel. (413) 786-9600 Fax (413) 786-8699 From LETTER N T TAL R LEVESQUE ASSOCIATES, INC. Date: 915-05 A Land Planning Services Company Project No: 050504 f ieea(7,rievesqueasso iates.rom Project Name: 504-1510 Main Street Agawam 75 Bmads Su=L Wcstfiiscicl MA 01085**41 -5t8 85(0)0996(F) RE: Final Plans of 1504-1510 Main Street-Grillo To. Town of Agawam Planning Board 6 Main Street Agawam, NIA 01001 Attention: Deborah Dachos We Are Transmitting to You: ( Under Separate Cover VIA Attached Plans El Approval of Subcontractor Z Copy of Letter ❑ Specifications ❑ Order on Contract E Photographs E) Report; El Original Drawings ❑ Proposal Form Other C'2a Reinhardt letter to Buildin Dept.&Photo of Si n Number DWG./Revision Drawing of Co es- late Number Description 1 09/15/05 T-1 TITLE PAGE 1 09/15/05 D-1 DEMOLITIONS AND REMOVALS I 09/15/05 S-1 SITE LAYOUT&GRADING PLAN 1 09115/05 S-2 LANDSCAPE& LIGHTING PLAN- 1 09/12/05 S-3 J SITE DETAILS These are Transmitted as Noted Below: For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval For Information ❑ Approved as Noted ❑ Resubmit Copies for Distribution For Action ❑ For Corrections ❑ Return Corrected Prints' As Requested ® For Review and Comments Remarks: Georgeann Ifo man Town Engineer Dominic Urbinati Building Inspector a Anthony Cirillo Richard S e Esq. U JE� By: Ra ` and C. Lev a CEP Note: If Enclosures are not as noted,please notify us at once. White: Addressee Yellow: Project Notebook Pink: Main File MEMO TO: Mayor Richard A. Cohen FROM: Pam Edmunds Agawam Planning Department SUBJECT: Site Plan - Main Street - Grillo DATE: September 12, 2005 Please be advised that I spoke with Ray Levesque(Mr. Cirillo's engineer) today and was informed that he will be submitting a revised site plan tornorrow morning at which time he intends to meet with Nick Urbinati to go over the revisions. He explained that the changes made to the plan were at the request of Mr. Urbinati. It is Mr. Levesque's understanding that the revised plan should be ready for Planning Board action this Thursday. I will keep you informed of the status of the Site Plan. Pam Edmunds ROSS & ROSS ATTORNEYS AT LAW A PROFESSIONAL CORPURAUON 121 STATE ISTWT SPMGFMLD.MASSACHMM 0118 JOHN D.ROSS,JR TELEPHONE CA EEC ROSS IMARNEY 736-2725 JOHN D.ROSS M AREA 413 Via Facsimile 786-9927' August 31,2005 Ms. Deborah Dachos Planning Boatd Town of Agawam 6 Main Street Agawam, ` 01001 Twusty's-Main Street Cirnls Dear Ms. Lachos Kindly continue the Site Plan Review hearing from September 1,2005 until September 15,2005. As you know,this matter is scheduled for Conservation Commission approval in the next few weeks. Thank you for your concern. Very truly KM-hard . Sypek cc Ray Levesque Via Facsimile 568-0986 40 'd tv:91 sooz lE inv, k0zL-95f-CLV X 8 j U ssod 2 SS08 9 0 F, q TOWN O AGAWAM MEMORANDUM � ° py� O�ATED M To: Planning Board CC John Stone—DPW Supt.,Raymond Levesque, File From: Engineering Date: August 30, 2005 Subject. SP 453 —Cirillo— 1504-1510 Main Street-"Twistys" After reviewing the draft plan submitted by R. Levesque Associates, INC. entitled"1504-1510 Main Street; Agawam Massachusetts; 8/17/05" All engineering comments have been addressed at this time. Please, if you have any questions or comments do not hesitate to contact this division. Sincerely, hn G. Decker, E.I.T. eor anne J. oym .E. Civil Engineer I T n Engineer SASP\453 CIRILLO HOT DOG STANDLSP453 CIRILLO MEMO>'INAL.DOC Town of Agawam ' ,,. Inspection 'e ,yes Department Brsilding Inspection Core Enforcement 36 Main Stree4 Agawam, MA 01001 Dominic Urbinad Telephone -(413) 786-0400, Ext. 210 Richard BosiW Inspector of Buildings; Fax 413)786-9927 Seater of Weights&Measures Enforcement ent Officer ----------------- Robert Maibrsi Plumbing Inspector MEMO Cross+ onsecdon Surveyor DATE: :August 31, 2005 TO: Planning Board , FROM Dominic Urbinati Inspector of Buildings RE`: l 504-1510 Main Street Site Plan- i ills Per my review of the 'bove referenced site plan, the following items were noted: I, ;All parking on South Street side, to be located ten feet(1 ') fromrertyp line. hat is the sign height to the bottom of the sign. 3. andi ap signs to be within five feet(5)to eight feet(8');of grade. 4. t utd+5or seating NOT,ALLOWED in setback area. 5. Retaining walls height needed and Engineer approval. If you should have any questions, please do not hesitate to call me REC"EIVED AUG 3 1 2005 PLANN I NIG BOA'i%iud& 0 0 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 25, 2005 DATE RECEIVED: August 24, 2005 DISTRIBUTION DATE: August 24. 2005 PLANNING BOARD MEETING DATE: September 1, 2005 APPLICANT INFORMATION 1. Name of Business: Not provided. Address. 1504 - 1510 Main Street, Agawam, MA 2. Owner: Cirillo Realty, Inc. Address: 986 Main Street, Agawam, MA Telephone: 821-0822 Fax: 3. Engineer: R Levesque Associates, Inc. Address: 75 Broad Street, Suite C, PO Box 640, Westfield, MA 01085 Telephone: 568-0925 Fax: 568-0986 PLAN REVIEW Scale: 1" = 10' Date: July 28, 2005, revised August 17, 2005 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0. K. Description of Project: Demolition of one of two structures on site and proposed conversion of an existing residential structure into a take-out restaurant. Site Plan Review Page 2 Description of Site: The northern portion of the site is developed with two structures and parking. The southern portion of the site contains Worthington Brook and its associated wetlands. Provision for Traffic Flow: Two curbcuts are shown. They are both located on Main Street. The northerly curbcut is,2S' in width and would provide for two way traffic. The southerly curbcut width is not indicated. It would provide for two way traffic and would access the rear of the building. Parking Eighteen parking spaces are shown (two handicapped). Agawam parking guidelines suggest one parking space for each fifty square feet of interior floor area devoted to patron use and one for each SQ sq.ft. of outside ground area. The square footage for the proposed`restaurant has not been provided. Drainage: See Engineering comments. Public Utilities All utilities must be shown on the plan. Landscaping/Screening and Buffers: The following landscape note must be placed on the plan: All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel. Sign Location: An elevation of the proposed site should be provided for Planning Board review. Exterior Lighting: Cut sheet must be provided for all lighting and all exterior lighting must be shielded so as not to shine on adjacent residential property. Rendering or Elevations: An elevation or rendering for the building must be submitted. Colors and textures must also be provided. Dumpster Location: Type of fencing to be used must be indicated. Other Comments or Concerns: See Building Inspector's comments. MEMO TO: Dick Llrbinati, Building Inspector FROM: Planning Board SUBJECT: Revised Site plan - 1504-1510 Main Street-Cirillo DATE: August;25, 2005 Please review and comment on the attached revised site plan (received August 24, 2005) for Cirillo at ;1504-1510 Main Street prior to the Board's September I" meeting. Thank you, DSD:pre A & From: LETTER OF TRANSMITTAL R LEVE5QUE ASSOCIATES;, INC. Date: ,. A Land Planning Services Company Pro'ect o: office rr rieves ueas ciates.corn gra'ect Name: 75 Broad Street,Suite C, P.O.Box 640, Westfield,MA 0108 RE: 413-369-0985( )413-568-t1986(F) To p Attention? We Are Transmitting to You: ] Under Separate Cover VIA Attached Plans C3 Approval of Subcontractor El Copy of Letter El Specifications El Order on Contract ❑ Photographs El Report ® Original Drawings ❑ Proposal [l Form ❑ Other Number DWG./Revision Drawing Description of Copies Irate Number Z These are Transmitted as Noted Below: For Approval ❑ Approved as Submitted ❑ Resubmit Copies for Approval For Information ❑ Approved as Noted ❑ Resubmit Copies for Distribution El For Action ❑ For Corrections ❑ Return Corrected Prints As Requested For Review and Comments R E C-E—1—'RVI—F D Remarks.- 101 U By: Note: If Enclosures are not as noted,please notify us at once. White: Addressee Yellow: Project Notebook nitric: Main File ROSS & ROSS ATM VS AT LAW A PROFESSIONAL C:C1MRATION SulTE 201 121 STATE STRUT SPIUNGFWIM,MASSAMSETTS 01103 JOHN D.ROSS,JIL TELEPHONE L+A. EN ROSE. R JOHN D.ROSS M FACSIMILE RICH A.SYPEX 413-73 -1247 JOHN S.STE'WA1RT Ma Facsimile 786-9927 August 15,2005 Ms.Deborah Machos Planning Board Town ofAgawarn 36 Main Strect Agawam,MA 01001 RE. ty+a:'Mob Street—Ciriflo.. bear Ms.Dachos: Kindly continue the Site Plan Review hcafing from August 18,2005 to September 1,2005. As you know,this matter is scheduled for Conservation Commission on approval in the next few weeks.. Thank you for your attention to this matter. Very truly yours, C6A chard A.eek to ROSS & ROSS At VS AT LAW A PROMSMAL C0 RATION 11 SPRMCFIFIAMASAACHMM01103 JOHN D.ROSS,JR. TELEPHONE CAUEEEH ROSS KEARNEY 413-736-2725 JOHN D.ROSS ffi FADS LE RICHARD A.SYPEX413-736-1247 JOHN, .STEW ART August 3,2005 Mr.Deborah Dachos Planning Bo Town of Agawmn 36 Maui Street Agawarn,MA 01001 ty's—Main Street—CWHo Dear Ms. Dachas: Kindly continue the Site Plan Review hearing fro August 4,20 5 uatil August 18,2005 As you know,this matter is scheduled for Conservation Commission, oval in the next f Weeks. Thank you for your attention to this matter. truly yours, d A. Sy e RAS/kal REC"'WEDO' AUG .Q 005 CONSERVATION COMMISSION 0 'di 5Zal4 500Z £ in+l Od SS08 � SSOS ROSS & ROSS ATTORNMATLAW sum 201 121 STATE STREET OWNGFIELD,MASSACOXISETT801103 JOHN O.ROSSO JR. TELEPHONE CAULEEN ROSS KEARNEY7.36-27 5 JOHN D. ROSS III AREA 413 RICHARD A. SYPEK FAX 736-1247 July 20 2005' Deborah Machos Planning Board Town of Agawarn 36 Main Stut Agawam,MA 01001 ty" `—Maim Strftt--C1 " o Dear Ma.'Dachos Kindly continue the Site Plan Review from July 21,2005 until August 4, 2005. As you know,this mailer is s6oduled for Conservation Commission approval in the next few we Thwk you for your concern. Very Y chard A. Syp ek RAS/kal SS & ROSS ATTORNEYS AT LAW A PROFESSIONAL CORPORATION SVITE 201 121 STATE STREET SPRINGFIELD,MASSACHUSETTS 01103 JOHN D.ROSS,JR, TELEPHONE CAULEEN ROSS KEARNEY 7 6- 725 JOHN D.ROSS III AREA 413 RICHAIM A.SYPEK EAX`736-1247 June 17, 200 Ms Deborah Dacho Agawam Planning Board 36 Main Street Agawam, MA 01001 RE: Site Plan—453 — Grillo:- 1 10 Main Street Clear Ms ©achos Please allow this letter to confirm the continuance of the Site Plan Review meeting from last night, dune 16, 2005 until Thursday, July 21, 2005. Please call me at your convenience to discuss the most recent comments that you prepared. Thank you for your assistance. e trul I rs , RAS lvtf i hard p R E Co E IV& JjN Z 1 Z00 PLANNINU -36 5 MEMO R To Planning Board From: Sgt. Richard NILES,Safety;Officer Subject: Site Plan - "Twisty's"- 1504-1510 Main Street- Cir llo Date: 05/23/2005 While some of the issues raised in my survey dated 02/11/2005 have been addressed,there continues to be areas of concern regarding the latest site plan. There still exists a negative impact on the pedestrian, bicycle, and or motor vehicle traffic safety. This business will increase pedestrian, bicycle, and motor vehicle traffic at this site. Listed below are but some of the areas of concern: 1. Lack of sidewalks on both South Street and Main Street 2. The parking configuration (of the upper lot) will lead to motor vehicles backing out of parking spaces into the same area of pavement as those motor vehicles entering the site. 3. Will the roadway leading to and from the lower(rear) parking lot accommodate two way traffic? 4. The entrance to the site is extremely close to the east bound lane of South Street; Respectfully Submitted - rr' `'`' Sgtik� MLES SCe e'D Safety Officer, Agawam Police Department 1 -0 SOW J�N � r off` Town it 36 Main Street Agawam, Massachusetts 01001-1837 ADD Mpy1� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering;Dept.., Police Dept., FV Dept. FROM: Planning Board SUBJECT: Site Plan - "Twisty's" - 1504-1510 Main Street- Cirillo DATE: May 17, 2005 Please review and comment on the attached Site Plan for"Twisty's" on Main Street prior to the Board's June 2nd meeting. Thank you. IA DSD:pre Mehael R. tlercadaute . Fire inspector Af7sWO '>;ire 'D tm Dt AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW Revised Pign REVIEWER: D. Dachos DATE: March 25, 2005 DATE RECEIVED: March 24, 2005 DISTRIBUTION DATE: March 24, 2005 PLANNING BOARD MEETING DATE: March 31, 2005 APPLICANT INFORMATION 1. Name of Business: Twisty's Address: 1510 Main Street, Agawam 2, Owner: Anthony Cirillo Address: 986 Main Street, Agawam Telephone: 821-0822 Fax: 3. Engineer- Reinhardt Associates, Inc. Address: 430 Main Street, Agawam, MA Telephone: 786-9600 Fax L ►N REVIEW Scale: I" = IU Date: June 13, 2005 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Address must be placed on the plan. Plan must be stamped by an Engineer. Fla is Agmped. Site Plan Review Page 2 Description of Project: Proposed use of a non-conforming structure for a hot dog business. Description of Site: Site consists of two residential structures in deteriorated condition. The portion of the lot located on Main Street is paved to the street. The rear portion of the lot slopes to wetland resources located to the south. The filing of a Notice of Intent will be necessary for this project. ****The building closest to South Street is proposed to be demolished. Historical Commission approval is being sought. Provision for Traffic Flow: This new plan shows two proposed curb cuts on Main Street and one on South Street. The frontage along Main Street is presently unrestricted. See Engineering comments for an analysis of the proposed design. All changes of the curb cuts on Main Street will require permits from the Massachusetts Highway Department, ****All proposed radii have still not been shown. Parking: There is inadequate information to conduct a parking analysis. The plan shows fourteen spaces including one handicapped. The square footage of the restaurant and seating on the patio must be provided so that an analysis can be conducted. ****The proposed seating for the restaurant has still not been provided. A parking analysis can not be conducted without this information. Fewer parking spaces are shown on then plan. Parking space #10 is not recommended. Drainage: Not provided. ""Drainage information has still not be submitted. Also the Town Engineer had previously requested topo's of the entire site. No new information has been provided. Public Utilities: Not provided. ""Electric service still has not been provided. Landscaping/Screening and Buffers: Not provided. The following landscape note must be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Site Plan Review Page 3 ****A landscape plan must be submitted showing size, species and location of all plantings. The large area of pavement should be softened with planters. Sign Location: An elevation of the proposed sign should be submitted. ****No elevation has been submitted. Exterior Lighting: All exterior lighting must be shielded and shall be directed so as not to shine on adjacent properties. ****Cut sheets and specifications for the proposed exterior lighting must be provided. Rendering or Elevations: Not provided. Colors and textures must be provided. ****No elevation or rendering has been submitted. Dumpster Location: The dumpster must be fenced, screened and gated. Can a truck access the new dumpster location? Other Comments or Concerns: The above information has been requested during two earlier reviews. 0 0 TowN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Eoardd RECE01VED CC File; John P. Stone-DPW Supt., Reinhardt Assoc.; P"rorn Engineering.: PaNKING BOARD Date: March 25, 2005 Subject: Site Plan - 453 _ Twisties, A.K.A. Doggies, 1504 - 1510 Main Street - Cirillo Per your request dated, May 17, 2005, we have reviewed the revised site plan entitled "Site Plan For Anthony Cirillo - Agawam, MA; Prepared by: Reinhardt Associates, 430 Main Street,,Agawam, MA; Scale. 1" = 10'; Dated: 5/1 /05", and we have the following comments: This new submittal does not address the following previously described comments by Engineering. I would not recommend the approval of this site plan until all Engineering comments are addressed. The current plan does not have complete information for site plan approval. A brook is located within the site. 1t is recommended that all environmental permitting be resolved before this site plan is approved. This;project will fall under the jurisdiction of the Wetland Protection Act and River front Area requirements. Significant changes to the proposal will result. The several outstanding issues to be addressed are as follows: 1. The following notes shall be added to the site plan if there are any proposed drainage, water, or sewer lines;: "Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 75/8. No piping/appurtenances will be installed or backfilled without the permission of the division'. 2. This submission proposes an increase,to the impervious area of the site. Appropriate water volume and water quality controls roust be proposed to comply with the D.E.P. stomwater policy; 3. Contact the Conservation Commission for all requirements due to the proximity of the Four Mile Brook within the southern one third of the property. Show all relevant wetland and riverfront boundaries within the parcel as appropriate. 4. The following, information is required for all site plan submittals S 180-13 C.3. and is not shown on the plan currently under review. These items remain from the longer list previously noted_ Topography of site and adjacent lands. The entire area of the site plan does not include topography. - Radii of curb cuts. - Drainage (Show proposed elevations and spot grades as appropriate. As noted earlier, drainage design must comply with DEP requirements.) - A professional engineer or an architect stamp. 5. NEW COMMENT - A full design of the on-site drainage system must be shown on the plan. It must reflect DEP and DPW requirements for the added impervious area. The current plan shows sheet flow off the parking areas with no on-site detention. The sheet flow of the parking lot, particularly the western edge onto the adjacent property off the site is not appropriate. If you have any questions, please contact our division. Sin ely, eorg e J. yma , P.E. TowtngtneAer SASPA53 cirillo bat dog stand%03 planning.wpd Massaachusett partrnent of Environmental Pro0jon Bureau of Resource Protection - Wetlands BEPFile�Jumber: PA Farm 9A — Enforcement rater Massachusetts Wetlands Protection ,act M.G.L. c. 131, §40 Provided by BEP A. Violation Information Important: When falling out This Enforcement Order is issued by: forms on the; Agawam June 7, 2005 computer, use Conservation Commission(Issuing Authority) Bate only the tab key to move To: your cursor» do not use the AnthonyR. Cirillo return key. Name of Violator 086 Main Street A awam, MA 01001 Address 1. Location of Violation: Property Owner(if different) 1510 Main Street Street Address Agawam 01001 Cityrrown Zip Coda K0 1/4 Assessors Map/Plat Number Parcel/Lot Number 2. Extent and Type of Activity of more space is required, please attach a separate sheet); aigginp of a ditch and cutting of trees within the 100`riverfront area B. Findings The Issuing Authority has determined that the activity described above is in violation of the Wetlands Protection Act(K .L:c. 101,§ 0)and its Regulations 10 CMR 10.00), because: 0 the activity has beenlis being conducted without a valid Order of Conditions. the activity has been/is being conducted in violation of the Order of Conditions issued to. Name Bated File Number Condition number(s) wp8t0rm9a.m •rev.7114M4 Page t of 3: MassachusettApartment of Environmental Pro ion Bureau of Resource Protection - Wetlands ��;�a t�ufr�tffer. PA Form 9A Enforcement Order Massachusetts Wetlands Protection ActM.G.L. c. 131, §40 Provided by DEP B. Findings (coat.) 0 Other(specify):: C. Order The issuing authority hereby orders the following (check all that apply): The property owner, his agents, permittees, and all others shall immediately cease and desist from the further activity affecting the Buffer Zone and/or wetland resource areas on this property. 0 Wetland alterations resulting from said,activity should be corrected and the site returned to its original condition; C1 Complete the attached Notice of Intent, The completed application and plans for all proposed work as required by the Act and Regulations shall be filed with the Issuing Authority on or before Date No further work shall be performed until a public hearing has been held and an Order ofConditions has been issued to regulate said works 0 The property owner shall take the following action to prevent further violations of the Act: Any work on this property requires the filing of a Notice of Intent or Determination of Applicability. No further work shall take place until a filing has been submitted. Property owner is to attend Agawam Conservation Commission meeting on Thursday, June 9, 2005, 9:30 PM at the Agawam Public Library, Failure to comply with this Order may constitute grounds for additional legal action. Massachusetts General Laws Chapter 131, section 40 provides:`Whoever violates any provision of this section(a) shall be punished by a fine of not more than twenty-five thousand dollars or by imprisonment for not more than two years, or both, such fine and imprisonment; or(b)shall be subject to a civil penalty not; to exceed twenty-five thousand dollars for each violation". Each day or portion thereof of continuing violation shall constitute a separate offense. wpaf0rm9e,ti rev,Ill4104 Rage 2*f 3 a Massachus'ett partment'of Environmental Prottion DEP File Number: Bureau of Resource Protection - Wetlands WPA Farm 9A — Enforcement Order Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP , D. Appeals/Signatures An Enforcement Order issued by a Conservation Commission cannot be appealed to the Department of Environmental Protection, but may be filed in Superior Court. Questions regarding this Enforcement Order should be directed to _Henry A. Kozloski' Name 786-0400,ext. 246 Phone Number Hours/Days Available Issued by: Agawam` _ Conservation°Commission In a situation regarding immediate action,an Enforcement Order may signed by a single member or agent of the Commission and ratified by majority of the members at the next scheduled meeting of the Commission. Signatures: 61 47 7004 0750 0003 0976 0745' Signature of delivery person or certified mail number wpaform9a.doc•rev.7/14104'. page 3 of 3, ROSS & ROSS PC Fax:413-736-1247 Jun 1 2005 17:03 P- 02 ROSS & ROSS ATTORNEYS AT LAW A rROVESSIONAL CORFOUTION SUrM701 121 STATE STREET SPMGFIEMMASSAMISE11 01103 JOHN V.ROSS,JIL TELEPHONE CAULEEN ROSS KEARNEY 736-2725 JOHN D.ROSS W AREA 413 RICHARD A.SYPEK FAX 736-124? June 1, 2005 Ms, Deborah Dachos Planning Board To of Agawam 36 Main Street Agawam, MA 01001 RL- Twister's - Main Street — Cirlllo Dear Ms. Dachos: Kindly continue the Site Plan Review hearing from June 2, 2005 until June 16, 2005. As you know, tWs matter is scheduled to be in front of the Agawam Hiswdcal Commission on June 16, 200S as well. Thank you for your concemw ty y y RAS/vtf hard !k,, rep 9 0 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: May 24, 2005 DATE RECEIVED; May 17, 2005 DISTRIBUTION DATE: May 17. 2005, PLANNING BOARD MEETING DATE: June 2, 2005 APPLICANT INFORMATION 1. Name of Business: Twisty's Address: 1504 - 1510 Main Street, Agawam, MA01001 2. Owner: Anthony R. Cirillo Address: 986 Main Street, Agawam, MA Telephone: 821-0822 Fax: 3. Engineer: Reinhardt Associates Address: 430 Main Street, Agawam, MA 01001 Telephone: 786-9600 Fax: 786-8699 PLAN REVIEW Scale: I" = 10' Date: May 12, 2005 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Plan must be stamped Description of Project: Proposed conversion of an existing residential structure to a take-out restaurant. Proposed demolition of building listed in the Town's Inventory of Historic Structures. Site Plan Review Page 2 Description of Site:> The site is currently used for residential purposes. There are two separate structures, one of them being a structure listed on the Town's Inventory of Historic Structures. A portion of Four-Mile Brook flows through this property. A Filing with the Conservation Commission will be necessary. Provision for Traffic Flow: The open curb cut on Main Street has been restricted to two one-way curbcuts. One is 28' and the other 20'. There is also a 22' curbcut onto South Street. Parking: Thirteen parking spaces (one handicapped) are shown. The Parking Guidelines recommend one parking space for every fifty square feet of floor area devoted to patron use. More information must be submitted before a parking analysis can be conducted. Drainage: See Engineering comments. Public Utilities: All utilities must be shown. Landscaping/Screening and Buffers: A landscape plan indicating species, size and location must be submitted. Sign Location: An elevation of the proposed sign should be submitted. Exterior Lighting: All exterior lighting must be shown on the plan. The lighting must be located so as not to spill over into adjacent properties. Rendering or Elevations: A colored rendering or elevation of the proposed restaurant must be submitted. Dumpster Location: OX Other Comments or Concerns: There are a couple of permits which must be obtained before this site plan should be approved. The applicant must file a Notice of Intent with the Conservation Commission. Any work within 200' of the brook is regulated by the Conservation Commission. The Agawam Historical Commission must also act upon the demolition of the second building on this site. It is premature for site plan approval to be granted until the other permits are obtained. J i M e �.a,rgy 9a �r «: C' �ryr + e ! /P �' �P ,• to W rt�t�W�t+.a"•. ._ ., p� �r''YYj�r,�. y s � f +tei 119, Me 2 a x t i � t I 5 'r • - y f r t 1 t r y� I ' iJ�IAPtMiCI 4 '� y � tR p 4 Ii • m / + i i• 1 a## # �•# 1, f• !! # - # # - • •®- .#�. - -� �, � - « r. � # !� it a _ r " - • # # � . 1, , f ! - # _ ..• # „. ! ��. �. ... �, � ..: '.:r .. ... CIF t ♦ ! � # ° +. «:. *. s i `! of � t I' !� / ♦ i e 1. , ,. l l l IY.. - . :♦ • ♦ f. A l . -! Urry, Marilyn and R_ J. Cupy, Information on 1870 Map.Found in Atlas of the County of Hampden, Massachusetts, Agawam, N.D. Richards, L. J. ,New Topographical Atlas of the 'aunty oaf H6mpden,Mcusachusetts, Springfield, 1894, Richards-i'+dap-Company.ich r s- tanda d .tla ,of gmpd n "o fat-;S iiin l&A 912: 'Sanborn 1v apr Company. Agawam, Massachusetts,husetts, New York, 1920, 1931- Walling, Henry F Map of Hampden County, sachusetts,'Boston, 185 .' Yhe Springfield Suburban Dir ctcry for Agawam, 1901, 190 1928, 1931, 193 8, 1949, ig,53, 1961, The SpringfleldDirectory, 1917 Street List of Persons Twenty Years of Age and Upwards in the Town ofAgawam, 1939, 1945, 195 , 1960, La Francis, Edith H. Agawam, � ''assachusetts, Springfield, 1980, assachus tts'Historic :l Commission. "i toric'andArchaeologicdl resources ofthe Connecticut Valley„ typescript, 1984 Reconnaissance .Survey, "Agawam", typescript, 198 Cl Recommended for listing in the National Register of Historic places, f checked,you must attach a completed National Register Criteria Statement form. e Follow tnstrucOons,farcompxetfngrhtxform; • • /7Z .1-U RY FORM C014TR�*ON SEEET Community Property Address Massachusetts Historical Commission '' Ma sachuse s Archives Building Area(s), Form No. 220 Morriss y'Boulevar ' - Boston,,Massachusetts 02125 . �'�, � - �.Q f aye � � ...�•�` x�eemuv a, KKt71rN AS � .. . 0191 en ,•47"�AC �. � "�► to ' ,� � `� ;°" ��assr�s .✓ , . as '37AC ! w� 4 A A T =3 ' ,. �"aa�^ a3 toka0a "�traa `y's�a ° �•�°"� . � ite k xr�s tea. ass 01 r C • . : � , as � �'. • . a . A „ : �..xii`a"1gt kAAM �� pq z use th op I } 'rhe pri AN � 4 t t„ Set Scab 0 0 Page I of'I 1504 50 I � y,Account Number Parcel qst..��_ ..a .�., Old Parcel I _ Crr � nor, I .I,.,0 REALTY INCCity AGAWAM Stag MA Address 986 MAIN ST Zip0 W Zoni Bq 'Current Property Siales Informaltion Current Propew y Assessment Year 2005 Building Value 58.400 tra Features Value 0I Dared Area 0.693 acres Land Value 74,800 ICI Iytt ,� ratPola II I I r� II�"I�I�� I , Nagel Iratira Property Images r w GIV I � Town f tgawarn 36 Main Street Agawam, Massachusetts 01001-17 Tel. 413-786-0400 Fax 413-78 -9927 MEMO TO: Engineering Dept,, Police Dept;, Fire Dept. FROM: Planning Board SUBJECT; Site plan -"Twisty'" - 1504-1510 Main Street - Cirillo DATE> May 17 2005 Please review and cement on the attached Site Plan for"Twisty's" on Main Street prior to the Board's June 'd meeting. Thank you. } DSQ.pre 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 Building Department 36 Main Street Agawam, MA 01001 1, Name of Business ( t-y'/�i,4Z -5 Address Telephone � 3 '� — Fax 2. Name of ApplicantJOwner. li;�t`7L7L csNv y/ / ( � r✓< G Address Telephone . Od 2— Z Fax 3. Name ofEngincer/Architect 4zel Lcl AleA 0 A1`f Address `' ��ca-�' t , ct .✓ �Gt2 x Telephone _ Fax 4. Please give a"brief description of the proposed project: 0AIZ:- 4,,/'/7 s`"7 �'--': rn RENCEIVEE) Revised 8/14/03 ' - STRAW BALE TRENCH STAKE RAMS II I. EXCAVATE A 5/8 RAIL BOLT ,�� ,, GRADE �r P WIDTH 0>~ BA TRENCH 4 DEEP ANC7- FS �: x 12 T GRATE::. BINDING 1 LONG „ 2 IG HA1 F ER W00D GUARD° THE WIDTH OF A ,- WIRE i 2. PLACE AND ♦ ♦ ll �It RAIL ♦ / / STEZAW BALE. OR \ \ \ \\ r TWINE • r STAKE 5TRAW O R UND wASHER�, \ GRADE �1f #f GUT STEEL \ BALES TWO STAKES PACKE PERDALE. 10 I / - \�/\♦/.� I 3. WEDGE LOOSI~- g r 1 r STRAW 41t,� ll / STRAW BETI^I1"1=N , -- t r I. GENERAL- to I \ \ \ \ H NU f EX T /! �1 I��I�� BALES TO CREATE. COMPACTED 4. AGKFI'-L AND �i, m 'MECHANICAL t I/ SEE ARCHITECTURAL, AND' ELI=GTR1 SAL 'DRAW NG5 FOR \. _ A GONT[NUOUS m PLAN VIEW BAGK1=fLL " \ COMPACT TH r ,� \ :, GO A E r. 1_. DIMENSIONS AND DETAILS REQUIRI=D A5 STRUCTURAL RA WDRK WHICH ARE / p �y DI UO L _, it : BARRIER. V I � \ � x � EXCAVATED SO L \ NOT SHOWN ON THE STRUCTURAL DRAWINGS. ANY DISCREPANCY THAT a I ' o , �� 1 �s A5 `H[7WN N THE PRESSURE S 0 I FINISH GRADE : T T N WHAT IS SHOWN AND ACTUAL 7 T `E BROUGHT TO THE - s ,,� EXIS 5 BI; V�IEE G L MI5 B LEAGHINC-` 6 1- > r, 1J TREATED I' ST I UPHILL SIDE 01= Tf-13=TE O r �II �� ATTENTION OF THE ARGF€ITEGT/ ENGINEER PRIOR TO THE START OF TC.3f'OF WAL.L ��R E5 4 E CELL. 1_ . III I>< - R fliI BARRIER TO dNSTRUG IdN. THE USE OF REPRODUGI=D GONI`�'AGT'DDGUMENTS AS 5LE Sll PLAN) 4 s G T PREVE T PIPING. Ito SHOP DRAWINGS WILL NOT BE AGCEPTE[7 AND WILL B>~ RE7-UI�NIrD' # " d I I 'G AR0-irML�I S' . W 6 @ 16 (�.G. I I 4_ � I I AE.. � I T' Z I VERTICAL GRANULAR. _, ,a, � N 2; SOIL BEADING: 3000'P5F W LL OOTI G5 ASSUMED I EERS' I' II}�,�I T^ O I ENS N HORIZONTAL I : II� � L� ! �tJ �� HA",( L• 5; _ � FILL:. . � 15 � � DETAIL�. N.T.S. , a _ I i _ I - INTERIOR ®ESIGNERS' b Wf:EP HOLES r : _ I rr ,„ T (2 ) DIAL. � 48 d.L,, I GIST IN PLGE GONGRE E m , f' PROJECT EMEAIN f I K L- FOOTINGS AND TOPS OF CONCRETE HALLS 5UPPORTINCv SLABS.- GRADE 1` KEY ALL SLOPE 1:3 I %/ 1'/ !ti 5 A T T NTINUOU5 AND 4:913 KWN srREET I B. REINFORCING FOR WALL AND FDD INGS O B) GO L , TI LAPPED 4r� DIAMETEf25 AT ALL. SPLICES, CORNERS AND INT1=R51=G ONS. A6AW�.M. NIA: 01 C1C]'1 ♦ 4 �: FOR REINFORCING.. �" FOR I^0o1'INGS 2" FOR WALLS •\,,\\. `� � � �� ' G. MINIMUM COVER TEL= 41 3 7BFi 96®❑ COMPACTED ` EXP05ED TO EARTH CAR WEATHER, 3/4 FOR WALLS NOT EXPO5ED`TO N.T.S. � 1 FAX -�>I 3. 7e6. es99 D BASE MATERIAL , 5; r EARTH OR WEATHER. � 1 3„GLF R D. CONCRETE/ REINFORCING, REINFORGING STEEL: ASTM A615, 60 KS YIELD GRADE BILLET STEEL DEFORMED BARS, VIELDI=D INIr E FABRIG STAhfiP A5TM AI65, PLAI TYPE IN FLAT SWEETS. fl EXIST. CATCH E. FOR SLABS-ON-GRADE, USE SUPPORTS WITH SAND PLATES OR tN BASIN HORIZONTAL RUNNERS ?4HERE BASE MATERIAL WILL NOT SUPPORT CHAIR 1 LEGS. q RICHAR y� or T. MIS IASZEK r 12" GOMPAGTED' FILL - ,y F. SUPPORTS FOR REINFORCEMENT: PROVIDE SUPPORTS FOR v CIVIL 6L01l �tiA `t "' 4 REINFORCEMENT INCLUDING BOLSTERS, CHAIRS, 5PAGER5 AND OTHER RHo. 36976 � SEE NOTE 8 UTILITY DEVICES FOR 5PAGING, 5UPPORTIN6 AND FASTENING REINFORCING BARS s '� POLE' AND WELDED WIRE FABRIC IN PLAGE.U5E N RE BAR TYPE 5UPPORT5 Y •'''"' , GOMPLYIN6 WITH GR51 RECOMMENDATIONS. ,, :•• , �, G-MENT A_TM 6150, Nr?Rir:AL TYPE!. . . �F,TI?r.,,11N.3 TY, i= IA N.T-5. — ' ,. t , IOO BVW �.Ti-FER ZONE \ ,,�' PORTLAND TYPE, I^IITH LOW ALKALI GOrJTENT. ONLY ONE BRAND OF ..-. r / OVERHEAD CEMENT SHALL:BE USED --"-OR ALL GONGI�TI" TO BE LEFT EXPOSED 54 SCALE' AS; NOTED .d+y'�` r r �t WIRES , THAT AN EVEN COLORING 15 ASSURED... NEW 6' STOGKADE FENCE` +''" r r r 't PROJ NO: 04-1843 PAINT YE LOki r r f ., 6 WIDE SWALE t H. PROVIDE CONCRETE FOR THE FOLLOWING GHARAGTERI5TIG5 FOR f --'t'� FOOTINGS, WALLS, 5LABS.ON GRADE, AND INFILL AREAS. DRAWht AI+AS,/AJD 1 -� gyp" J� I' - r�!� °ll5 �""' R•— \ COMPRESSIVE STRENGTH (28 DA(5) 3000 P51 ti�3 ..- sy NEW 6' STOCKADE A6r_,RE&ATE SIZE (MAXIMUM) 3/4 INCH CHECKED:; IMIN ER05ION CONTROL / f -� FENCE AIR ENTRAINMENT (EXTERIOR EXPOSURE) 6% BARRIER r ,5 MAXIMUM SLUMP 2-4 INCHES DATE: 11-17-06 x ti WATEW CEMENT RATIO BY wE1Gf•IT 0.5q r • { x `��y1. ! �� c \CIVIL\DWG'S\C.4 x f NEw GUARD LOAM SEED X ! ,` FILE NAME: ,... x / x: RAIL I, FOUNDATIONS � R � ,,t a �I41 S.F q;5 ' � t REV. fJ8`-f��-0 e fo .r r ! � L e ,rr MAHW-b ICJ 40 WILLOW' I I e . iGRA55 DUMPSTER .- NEW RETAINING , A. ALL FOUNDATION WALL [�O071NG5'ARE TO BE I2 DEEP WITH A E 5 I e` WALL:. .. PI�D.II=CTION ON EACH 51D1 UNLESS OTHERWlSE NOTED. r: , REV: 03-08-07 e CARRY.A EXTERIOR FOOT NG.. B. ALL I+ I I S A MINIMUM OF 4 0 BELOW FINISH` N Hf H Ew 6 G e; x -' i i, FiIEV, 0 4-03�-07 e• N NEW 1^[OODE 2 r �iZADE A MINIMUM OF 16 BEL N ,,. CHAIN LINK FENCE. ...,.�< r��. , t OW EXISTING GRADE AND Tfl 5DU D �. � AA x � ,, e ` � GUARD RAIL, � � , � c GROUND IN ANY CASE. REV. 09-28-07 ♦ N . f , + + + MARK-4; �' 1 e 4 X 4 .` 1 .5 �+ + + + + I NF I LTRATC7R T7P.' l ) 1 r�E�r. 10 24 07 !' Tn + + + I 1 s T•o.W: `—~�1 NOTES. r + + + + (SEE NOTE ��6)i � `: � 1 I , + + 1 c L: AL F' ANT N T I PROJECT TffLE. PAVEMENT , L L I G MUST BE MAINTAINED AND THAT PORTION OF THE F'UBL'IG WAY ABUTTING k �' OPEN GRATE I ON I�1N EDGE OF VEMEN 1 THE PARCEL AND :INCLUDING THE TREE BELT SHALL BE MAINTAINED IN A SAFE AND REGRADE AREA IN.WALL ! � + + + � � � � ATTRACTIVE CONDITION BY THE OWN>✓R OF THE PARCEL:.. + � DIRECTING >`LOW � � +- 4 + + � T BRA , ALTERATIONS T O ORATE) � 2. EXISTING CONDITIONS TAKEN FROM SITE PLAN I50�4 MAIN.SIREET AGAWAM x cy t � , , i PROTECT GRATE: 1 NO PARKING 51G ' s 1 N MASSACHU SETTS BATED SEPTEMBER a 2005 PREPARED BY' R .A. ASSOC. WESTElEL17 t : R _ y: F N5 SILT DURING TYP..3 PLACES MA. OI086 ASN i N' A T ( s D EX 5TI G 5 BULL. GONDIT10N5 A5 OF 5>=PT>=MBER �� 2007. 1tiJ' !1 1 �- T � / � EXIT. RETAINING ) � F + � GONSTRUGTION �, � - wAL ', / + 1 , "DRAINAGE STRUCTURE AND PARKING LOT GRA x L DENC� INFORMATION TAKEN FROM SITE: —! ANTHONY 1 BVw PER + r MINOR ! � - 11 � APPROX. WATER LOCATION 1 SEE Tl= 7 LAYOUT AND GRADING PLAN PREPARED BY`R LEVE IA INC.+ + I 1�0 � 5G2UE A�SOG TES, I WETLANf7 DELINEATION , ED6 OF ASPHALT / i CONTINUOUS TO BLDNG. REVISED: SEPTEMBER 1:2, 2005. ,��nn ! REPORT'BY R LEVE50UE +,+ + >� M ILL X 1 MAY AS 50C. INC. DATED r + + GATGH BASIN `� - bq.5 ± APPROX. CAS LOCATION 4 THE MEAN ANNUAL:-HIGH WATER LINE AND RIVER FRONT AREA DESIGNATION TAKEN 2b 20D r_ (SEE NO TE©TE 3 , N I FROM NOTICE OF INTENT FILING PLAID PREPARED C ) ABED''8Y R,LE IESC�2UUE ASSOCIATES, INC.� + + i \ ® � � cduTll�tuou� Td BLI71�lG. AGAWAM, M !< + wO1THINGTON OR x �1 y f 1 �. DATED JUNE 1, 2005. + + FOU MILE BROOK �' I''"-bi—------ ---"' � � ��F� ; � `4dc + + 5' NEW RETAINING WALL TO BE IN5PECTED BY ARGHITECT/ENGINEER TO ENSURE' STRUCTURAL 5UFFIGIENGY DUE TO PUBLIC SAFETY. THE ENGINEER R MUST AL S GN ! + + � \ I RIM EL, � ,I h �_ `, � ! r � E 5D I OFF ! + + x \ 1 - , ON THE CONSTRUCTION OF THE;WALL. +' cn 6 k + } ,e I 2�-,.,�� `1�; ! , � ` b. LEAGHINC� DELL NEEDS TO BE INSPECTED REGULARLY AND IF EXGE55IVI± 5ED[MENT 15 I` s c, T P ® + + J COVERED ! n NOTED, I f5 TO B GLEANED OUT PROMPTLY. + "-J '`. PATIO -.. .� \ , PRIOR TO CONSTRUCTION CONFIRM THAT PROP05EP NEIN RETAINING WALL wCLL NOT + WOODEN � f 63-..._ � �10.-f5 � � $ , DRAWING: tp + + - GUARD RAIL " ~ = RESTAURANT' HP r DISTURB EXISTING DRAINLINE. + + 6' 5TOGKADE ! + + x , �; 8, ANY FILLING OF GULLY ALONG THE PROPERTY LINE WITHIN THE PROPERTY OR ON V�_ + f � �10:5 FENCE+ ti ABUTTING PROPERTY, SHALL BE GRADED SUCH THAT THE RUNOFF FLOW5� INTO THE x; HI' , `� �� + + MAHN-3 3D-�5 PROP 05EP 5WA<LE + + b5--—— � I-IP � �- + x�.,�--� SEE NOTE 3 i �i t � WAPPROVAL t � , + (TYP) , a + + " - - UTILITY` Y13 DIM POLE , + + j + + yiptiL '` ! GONG. !` + + ++ MAHW-2 kf 'r _ ! G �A`M� H.G. SIC7N + + # 1 + + + uP �/ 1' STOP' v + + ' x 1i ,i 1 151GN Q + + � x �FED + 1 o :� .� STREET + + -1 � -��-� 51FN OCT 3 a 2007 + + + + p ARE + SIGN ! I �i� ,� IN + + l 5 21°02'40" w GRAPHIC SCALE 11 to 0 b 10 70 40 UTILITY-- ``-��.-�-'� POLE. EXIST. GAT SHEET. BA51N i0 �H ( IN Fs inch - 10 It. z; �IAIN STREETCm4 t>~ _ 51TE FLAN r Town of Agawam rKr ear " 36 Main Street Agawam, Massachusetts 01001-1`837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Safety Officer, Fi/ Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan - Twisty's - 1504 Main Street, DATE: October 31, 2007 Please review and comment on the attached Site;Plan for alterations to Twisty's at 1504 Maim Street prior to the Board's November 15"meeting. Thank you. DS'D:prk 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 Building Department 1000 Suffield Street Agawam, MA 01001 1. Name of Business f I-5 Address. z i� 5V Telephone T l 3` J-5—J 9y Eax 2. Name of Applicant/Owner Address Telephone V/ �'2 / Fax 3. Name of Engineer/Architect Address - - Telephone' l' 4. Please,give a brief description c L L ze OCT 3 0 Z007 Revised 2/1/07 AGAWAM PLANNING BOARD Fon-n D Application for Site Pars Approval Please complete the following form and return it and 10 copies of the Site Pan to Agawam Building Department 1000 Suffield Street Agawam, MA 01001 1. flame of Business 5 ' Address Telephone 3 t "` Fax . Name of Applicant/Owner Address; Telephone .� V1 32 Fax 3. Name of En ,lneer/Architect.. r -i rr Address 14� Telephone ° Fax 4. Please give a brief description of the proposed project: 5TRANBALE TRI-�-NCHI 1, EXCAVATE A 5TAKE 5/,Dft RAIL E30LT- FRAME t GRAPE NIPTI-4 OF 5A TRENCH 4" DEEP AND BINDING 2" 12" PT GRATE THE NIPTH Or- A 12" LON6 I" CHAMFER RAIL HOOP GUARD NIREE 2. PLA6E AND 5TRUCTURAL 6ENERAL NOTE5 5TRAH BALE. OR 1*L .0 STAKE 5TRAN THINE ROUND KA5HER-----" BALES, TNO STAKES DE51 RITERIA/ PERFOKMANC K 3. NEP6E LOOSE GRAPE FER BALE. E 6N C (CUT 5TEFL) to 01 PA6 0 N, 5TRAN 5TRAN BETHEEN -NEP 1. 6E ZAL. -X NUT 10 01 BALES TO CREATE COMPACTED 14E 4. BAGKFILL AND TE6TI)RAL, MECHANICAL AND ELEGM(�AL PRANIN65 FOR SEE ARCHI PLk BACKPILL COMPACT THE DIMEN51ONS AND DETAILS REOVIRED AS STRUCTURAL NORK, NHIGH ARE -- N \LLEN- A CONTINUOUS It on, RISER BARRIER all all EXGA\/ATEI? 501L 'TURAL PRANIN65. ANY DISCREPANCY THAT X AS SHONN ON THE NOT 5HONN ON THE 5TRUC FIN15H (5RADE- PW5%PE LEACHINC7 UPHILL 510E OF THE EXISTS BETVEEN NHAT 15 5HONN AND ACTUAL MUST BE BROUGHT TO THE rOP OP X4LL VARIE5 TREATED P05T GELL ATTENTION OF THE ARCHITECT/ ENGINEER PRIOR TO THE START OF J BARRIER TO 01,15TRUCTION. THE USE OF REPRODUCED CONTRACT DOCUMENTS AS (5ff 51TE PLAN) PREVENT PIPING. SHOP PRANIN65 HILL NOT 13E ACCEPTED AND Y41LL 13E RETURNED 71 REJE6TED. ARCHrMCT5 46:@ IWO.G- A VERTICAL 4 6RANULAR 2. SOIL BEARING- 3000 P5F - NALL FOOTINGS fA55UMED� ENSINEERS R15ER FRAME DETAIL IN5TALLATION OF HA"'r- BALF-5 HORIZONTAL FILL IN.T.5. N.T.5. INTER113R OES116NERS HELP HOLES (29 DIA. 6 4 GA5T IN PLAGE GONGRETE PROJECT N4ANASEMENT A� KEY ALL FOOTIN65 AND TOPS Or- CONCRETE 5 5LAE35. 67RADE. NALL5 WPPORTINC SLOPE 1:5 430 MAIN STR B. REINFORCING FOR HALLS AND FOOTIN66 TO 13E CONTINUOU5 AND LAPPED 40 DIAMETERS AT ALL SPLICES,CORNERS AND INTERSECTION5. ASAWAM. MA 011100 1 77 G� MINIMUM COVER FOP, REINFORCIN64 3" FOR FOOTIN65, 2" FOP, NALL5 COMPACTED ELEVATION B EXP05EP TO EARTH OR HEATHER, 3/4" FOR HALLS NOT EXP05ED TO TEL 413. 786. 9SO13 BASE MATERIAL W.T.C-,. EARTH OR HEATHER. FAX 41:3. 7815. E31599 V. GONORETE/ REINFORGIN6, REINFORCING STEEL: A5TM A615, 60 K51 YIELD GRADE BILLET STEEL DEFORMED BAR5. HELPED NIRE FABRIC: STANP. A!5TM A05, PLAI TYPE IN FLAT SHEETS. EXIST. CATCH E. FOR SLAI35-ON-6RADE,USE SUPPORTS NITH SAND PLATES OR BASIN HORIZONTAL RUNNERS NHER-r= BASE MATERIAL V41LL NOT SUPPORT CHAIR RICHARD T. MISIASUK F. 50PPORT5 FOR REINFORCEMENT� PROVIDE SUPPORTS FOP, OWL —12" COMPACTED FILL REINFORCEMENT INCLUDING E3011-5TER5, GHAIR-5, SPACERS AND OTHER No. 36976 SEE NOTE 5 dw UTILITY DEVICES FOR SPACING, SUPPORTING AND FASTENIN& REINFORCING BAP51 POLE i AND NELPED HIRE FABRIC IN PLAGE.U5E P41RE BAR TYPE SUPPORTS COMPLYING HfTH GR51 RECOMMENDATION5. RETAININC-7 NALL 5ECTION N X1 6. GEMENT-- A5TM r.,50, NORMAL TYPE 1, AIR FNTRAININC7 - Tyr7- [A 100' 13VW-'�)FFER ZONE OVERHEAD PORTLAND TYPE, NITH LON ALKALI CONTENT. ONLY ONE BR-ARD OF CEMENT SHALL 13E U5EI? FOR ALL GONGRETE TO 13E LEFT EXP05ED 50 SCALE AS NOTED ,dO HIRES FA THAT AN EVEN COLORING 15 ASSURED. NEN 65TOGKAPE FENCE 04-im PROJ. NO- 6HIPE 5KALE H. PROVIDE GON6RETE FOR THE FOLLOHIN& GHAWkCTERI5TIG5 FOR PAINT YELLON d" FOOTIN65, KALL5, 5LAB5 ON 67RADE, AND INFILL AREAS. DRAVM AMS/AJD GOMPRES51VE STRENGTH (:28 PAYS) 3000 P51 A NEN 6' 5TOCKADE AGGREGATE SIZE (MAXIWM) 3/4 INCH MH \1-3,0 1 FENCE AIR ENTRAINHENT (EXTERIOR EXPOSURE) 6% CH;:CKED: ER05ION CONTROL MAXIMM SLUMP 2-4 INGHE5 DATE 11-17-06 BARRIER HATER/CEMENT RATIO BY HEI61-IT 05q FLE NAME' \C1V1L\DWG`S\C.4 I NEN &UARD LOAM 5EED x FOUNDATION5 RAIL -741 5.F REV: 08-11-06 IMAH" EW 40" V41LLON UUMP5T R -NEN RETAININry 6RA55 A. ALL FOUNDATION NALL FOOTINGS ARE To BE 12" PEW HITH A 5" --O�vq-5 HALL PROJEGTION ON EACH SIDE UNLE55 OTHERN15E NOTED. 2*--� REV: 03-08-07 MEN 6' W61-1 L B. CARRY ALL EXTERIOR FOOTIN65 A MINIMUM OF 4'-0" 13ELOV4 FIN15H REV: 04-03-07 REN, P40OPEN 0q, 6RADE, A MINIMUM OF I'-b" BELON EX15TIN& 6RADE AND To 5oUNp CNAIN LINK --r- 6ROUND IN ANY GA5E. FENCE N GUARD RAIL -28-07 REV. 09 + + MANK-4 + + + 4' X 41 + + ++ + + + + INFILTRATOR (TYP.) TO,N. �-A NOTE5: REV- 10-24-07 NEE NOTE 3sb� + + + + % + + + EDGE OF PAVEMENT 1. ALL, PLANTING MUST BE MAINTAINED AND T14AT PORTION OF THE PUBLIC NAY ABUITTIN& PROJECT TITLE: 4- + + + IK OPEN GRATE ?N PIN THE PARGEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINEP IN A SAFE AND + + + + + (REGRADE AREA IN-HALL ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. + DIRECTING FLON ALTERATIONS TO + + TO -rE) 2. EXISTING CONDITIONS TAKEN FROM 51TE PLAN 1504 MAIN5TREET, A6AKAH, GRA No PARKING SIGN PROTECT 6RA MA55ACHU5ETT5 DATED SEPTEMBER q, 2005 PREPARED Ur R.L.A, A550C. NE5THELD, + + + + FROM SILT DU I RING EX6T. RETAINING (TYP, 5-PLAGE5) AC MA, 010656, AND EX15TINO AS BUILT CONDITIONS A5 OF5EPTEMBER 21, 2007. 1604 MAIN ST. + CONSTRUCTION MINOR BVN, PER + + + + t,- ----/ I APPROX. HATER LOCATION 3. PRAJNA6E 5TRUGTURE ANI? PARKIN(5 LOT GRADING INFORMATION TAKEN FROM SITE ANTHONY' + + SEE A'9TE -7 14 1 LAYOUT AND &RADINGPLAN PREPARED 13Y R LEVE50E A55OGIATES, ING. 4 NETLANP DELINEATION ,I CONTNUOU5 TO E3LPN(5. REVISED.- 5EPTEMBER 12, 2005. % REPORT BY R LEVE56IUE + + 4- EP5q OF ASPHALT x CIRILL0 70.5 A5506. INC., PATEP MAY + + CATCH BASIN d% 4 - 4. THE MEAN ANNUAL HIGH NATER LINE AND RIVER FRONT ARFA DE516NATION TAKEN rA APPROX, GAS LOCATION 26, 2005 + + (SEE NOTE 3) CONTINUOUS TO BLDNC?� FROM NOTICE OF INTENT FILIN& PLAN PREPARED BY R LEVESWE ASSOCIATES, INC. + + DATED JUNE 1, 2005. AGAWAK MA + + NOR6 I NOTON OR + + FOU MILE BROOK + + 5. NEN RETAINING HALL TO BE INSPECTED BY' ARGHITECT/EN61NEER To EN5URE + + STRUCTURAL SUFFICIENCY, DUE TO PUMIG !5AFETY. THE EW--,,INEER MUST ALS0516N OFF + + RIM EL� -7 .1 + + ON THE CON5TRUCTION OF THE HALL. + -6 RLY AND IF EXCESSIVE 5WIMENT 15 + + �2, (b. LEACHING GELL NEEDS TO 13F IN5PEGTEV REOULA ' + + COVERED NOTED, IT 15 TO BE CLEANED OUT PROMPTLY. + + + + E6j1Q 10.15 T PRIOR TO GON5TRU6TION,CONFIRM THAT PROP05ED NEH RETAINING KALL MILL NOT DRAWIN(k + + + NOODEN b3- DISTURB`EXISTING DRAINLINE. Vi + + GUARD RAIL REM Hp + x (7' STOCKADE a. ANY HLLIN(5 OF GULLY ALONG THE PROPERTY' LINE NITHIN THE PROPERTY OF,ON FENCE + + 10.5 ADUTTINO PROPERTY, SHALL BE &RAPED SUCH THAT THE RUNOFF FLOM INTO THE SITE PLAN + + V MAHN-3 . x PROP05E05NALE + 10�q5 + + HP SEE NOTE 3 + + (TYP.) + + UTILITY + ' + A + POLE + + + + + + + + + + POSTS H.G. 510H lio + ++ KAHH-2 + ++ + + + L + STOP + + + d) + V6N + + + + < + T- + + in + + STREET + + -W- MAHKA + + 5167N Am + + KF 0 + + + SIGN OCT + 5 21002'4 GRAPHIC SCALE 01 N dwaft 4mm"Now 00 0� as— oa go we ffm go 00 so 2i 110 5 10 20 1111.601 40 UTILITY-0 EXIST. 6, POLE BASIN IN FM I inch 10 It. 66 0 z tl�AIN STREET poll Cm4 1W 51TE FL > 5GALE.- 1" 10" 11 111 Milo 1 J /f mi -7 2" SMOOTH TOOLED EDGE BROOM FINI5H L i'-pa' GUARD RAIL PAMNQ TYPE ALUMINUM 51DENALK 1� „ SI ON �r��• CURB 12:€ MAX - NSITkO COLOR BLIP` -, 7 EDGE O AD `'` SvECUL U( yT v'm d :�ii' .eA. MAY BE FEMDVED AT FLUSH a _ ARCHITECTS R R FLEGTORI EIS 1�°AR�r' l E � � NHITE K F q T Cl d� E — L.. qq �r Isl. �Jk_.OPE ��. �l..A§TER �^ t �/ uJI"'I� �} T '• �f�l�i R' D.: 1 t' OF L ARIE5 6TYp 41-011 5"-611 (5EE 57E PLAN) t INTERIOR DESIGNERS D RN. BREAKANAY P05T I—QII 1—{I yl-„O"a 7 "01I PR(]J EI11 �,IT11-311 —SURFACE COURSE � �,.,. �.+ I 1 O,I O OII �" + 1 A—A FOUNDATION }` � d TI AL 4 430 MAIN STREET u' %ALEt N.T.S. x WEEP HOLES ® HORIZONTAL, ASAWAM. MA 01 DO I FIN15H GRADE Q (2') DIA. @ &"O.G: GRANULAR, FILL I 1. RAMP CRO55 SECTION TO BE SAME AS ADJACENT SIDENALK I.E. DEPTH OF SURFACE A FOUNDATION.. � � : �I�� 7'k�Ei. ��1��t 1 C 2{ PORTLA G NT GONG TE TO BE TE RED BY FAX l _ 711 . 9 BROOMING IN A D REGTION PARALLEL TO THE LENGTH OF THE _ ' � 1 . IN NO CASE .ARE THE RAMP5 TO BE PLACED BEHIND THE STOP LINE. � ELEVATION TI 4. SAW GUT EXIST, PAVEMENT ALONG LINE 6" MAX. FROM EDGE OF ROADKAY STAMP' t TO LIMIT DISTURBANCE TO EXIST, PAVEMENT. r e- N.T*5M. EX15T, CATCH T` F— H.C. AMA' DETAIL BASIN 5C AL E: N.T.5. UTILITY �� POLE ' NOTE: �"" .— it &. * y THE W INCH "VAN ACCESSIBLE" SHALL BE ADDED TO THE 51t N FOR � "- x ` TH05E HANDICAP 5TALL5 50 DESIGNATED NEW x -- 68.0 � —1.2" AGT D FILL W Via` STOGI~ E FENCE �-x ' � OVERHEAD - " x 44t r WIRES SCALE 1" 10. 0* H.C. SIB DETAIL x �bT .• NENI , STOG DE TON T I I11 _ I SECTION PRt7J. . Na 04-1843 �: .+�"" ' �� FENCE \t` " ` IOW GUARp N.T.S. DRAW AMS/AJI ., 3p « x RAIL ON TOP� x �` # I 1 OF RETAININ61 CHECKED: IH x x 4 X TOW WALLdo -* (60.20 \ (oq.0 A X� STRIUCTURAL &ENERAL NOTES OPEN AREA (UNDEVELOPED) t , - 0 do tKv E COMPACTED VEL FILL , -' -t 1-06 1, GENE : ,woo '; w TOE ° SEE AR.GHITEGTURAL, MEGHANIGAL AND ELECTRICAL ORAWIN65 FOP, �,,,■, �.�`" 3 DIMENSIONS AND DETAILS REQUIRED AS STRUCTURAL WORK, WHICH ARE of i NOT 5HONIN ON THE STRUCTURAL DR. WING5. ANY PE56REPANGY THAT ° E I5T5 BE WEEN WHAT 15 5HOWN AND ACTUAL MUST BE BROUGHT TO THE NEN GONG ETAINING I` tt �' � A NTION OF THE ARGHITECTT ENGINEER PRIOR. TO THE START OF �` �-A CONSTRUCTION, THE U5E OF REPRODUCTED CONTRACT DOCUMENTS AS PROJECT TnE > InIALL 's SHOP DRA'NING5 WILL NOT BE ACCEPTED AND WILL BE RETI)RHED 1 REJECTED, r EDGE OF ASPHALT � � � � ALTERATIONS T 2. 501L BEARING: 3000 P5F= r MALL F ' TI 5 (ASSUMED) 1 MAIN ST. EDGE OF PAV NT a 4 ' GA5T IN PLACE 6ONCRETE ` A. KEY ALL FOOTINGS AND TOPS OF CONCRETE KALLS 5UPPORTIN6 SLABS, CIRILLO- CATCH BA51N t B. REINFOR.GIN6 1=3R HALLS AND FOOTI`NO5 TO BE CONTINUOUS AND (SEE NOTE HP ° AGAW MA DIAMETERS AT ALL SPLICES, CORNERS AND INT=RSEGTIONS.X OW,E+ APPROX. GAS E �, LOCATION II WOR.THkNGTON OR � �.�,� G. MINIMUM COVER FOR REINF=ORGING: & FOIE FOOTINC-55, 2 FOR WALL5 FOUR MILE BROOK `-- ,fY — r * EXP 5ED TO EARTH OR BATHER, /4" FOR WALLS NOT EXP05ED TO EARTH OR HEATHER. lK � RIM ELe `FO:1 � �� , K a , D. CONCRETE/ REINFOR IN&, REINFORGIN6 STEEL: ASTM A615,6+0 IC51 YIELD GRADE BILLET STEEL QEFORMeV BARS. WELDED WIRE FABRIG.. ASTM A05 PLAI'TYPE IN FLAT 5HEET5. � � HP � : E. F SLABS--ON--O J�,.USE t�I�.TS iNITT�II SAND PLATES OR 6B--.. AI2DIT ION HORIZONTAL RUNNERS WHE BASE MATERIAL WILL NOT SUPPORT CHAIR Vlzi NEN GUARD RAIL ° RESTAURANT` LEGS: DRAWING: 9 14t kl�v64 — HP 6" 5TOCKAI2 F. SUPPORTS FOR REINFORCEMENT: PROVIDE SUPPORTS FOR FENCE REINFORCEMENT INGLUDINC, BOLSTERS, CHAIRS, 5PACER5 AND OTHER � ti;N � � DEICES FOR SPACING, SUPPORTING AND FASrTNING REINFORGING BARS SITE PLAN —r95—,� � AND WELDED WIRE FABRIC, IN PLAGE.U5E HIRE BAR TYPE SUPPORTS GOMPLYIN WITH GR51 REGOMENDATION5. UTILITY POLE . GEMENTi A5-TM G-15Q NORMAL T YPt 1,AIR ENTRAINN9 ; TYPE I $, PORTLAND'TYPE, WITH LOW ALKALI CONTENT. ONLY ONE BRAND OF IK L , CEMENT SHALL BE USED F J ALL CONCRETE TO E LEFT' EXP�D 50 6 It THAT AN EVEN GOLORINO 15 ASSURED, fiCON0. ° k P T5; F. PROVIDE CONCRETE FOR THE EOLLONIN& GHARAGTE.15TIGS FOR Ft OTING5, NALL5, 5LABS ON VE, ANP INFILL AREAS. H.G. 51ON � GOMPRES51VE 5TREN&TH (2& DAYS) 000 P51 A66REGATE SIZE MAXI 4 INCH (MAXIMUM) B I * 1 AIR ENTRAINMENT (EXTERIOR,EXPOSURE) 69!! STOP MAXIMUM SLUMP 2-4 INCHES IK 'SI>SN NATEPJ CEMENT RATIO BY I�IEIHT OBI e w 1 FOUNDATIONS STREET" A. ALL FOUNDATION NALL FOOTIN65 ARE TO FEE 12 DEEP WITH A,& ; PROJECTION ON EACH SIDE UNLE55 O ISE NOTED, �� <..p � a cr— t Ar— 5'IGN + B. CARRY ALL EXTERIOR FOOTI A MINUMUM OF 4'-0" BELON FINISH *. 5 1*02"40" N a. "a q+^ .x �-+� ��.++�+.�.�.f �. A MI .. � G MINIMUM OF I. 6 BEL yI� F .+� pt ----. +�M- '. IIM UFIwe+ ��.:... dM�fM 7I►�"A��e:�p d+X JTI ,, A ':y AND� :.Ply� YYIF'. � 'ii S: � } : ®:!1�:�i�.: �:'.� �:..... � A N+✓ V �+'° TO SOU ND GROUND IN ANY CASE, UTILITY _` , POLE EXIST. GAT SHEET: DA51N GRAPHIC SCALE NOT'JrS: I.. ALL PLANTING M05T BE MAINTAINED AND THAT PORTION OF THE PUBLIC WAY ABUTTNC Amok 10` ° ,�a�rtH THE PARCEL AND INGLUDIN6 THE TRaEBELT SHALL BE MAINTAINED IN A SAFE AND ATTRACTIVE CONDITION BY THE,OWNER OF THE PARCEL JAIN STREET 2. DRAINA(vE STRUCTURE AND PARKIN& LOT IN+S INFORMATION TAKEN FROM SITE um4 ( INI Imh = 10 ft� LAYOUT AND GRAI IN& PLAN PREPARED BY R LEVE50E A55061ATE5, INC,. PEV15E SE ER'12, 2005, hL ENSINEERS INTMIOR DESIENSFZS MEW °— " x 5"—O" 516N EXIST. ROOF 5141�*LE5 - PROUECT MA 430 h4AIN STREEr EXIST. ROOF 5HIN6 CC : 413. 7 6. J'500 FAX$ 4113. "7'86. E3699 2) 2"xIO" W I/2" \ STAMP. PLYW00I2 CONT. BEAM *� J 4 x4 P. COLUMN _ AS NOTED EX15T. VINYL 51011,46 PAOJ.. We 04-1 4 VINYL 51DINC7 Tf MATCH EX15T. AJD " +CKED: WIN .� EXIST. BLOCK HALL DATE. 06-13-05 EXIST. 5TA;dIZ5 EXIST. VINYL 51adN6 FILE N 1843\ARCH.\A.1 EXIST. BLOCKED KNPOK REV" E11°; YiEd.;T ELEVATION NORTH ELEVATION - 5T ELEVATION 56ALE; 1/4" 1 1_0t1 5CALE. I/4" I -0" 5CALE 1/4" 1'-0" PROJECT TffLEl T ANTWINY AGAW AK MA 2x6 P.T. JOIST EXIST. SILL PLATE DN, EXIST PO 12-2xiO H 4x4 105T ON f " 0 E 4'—O` BEL dN O DRAVWNrx TLOO I Z ..IO 5T O. FLOOR PLANS AND 2-°2xIO `! 4 PH BEAM (fYP. 4 PLACE51 ADD= "x4" 5TUD5 0 16"O G. tT I W/ 1/2" COX PITY OLD" 177777777777, x, :.. .. ,� T SIDE OFPAdTITdON. r a rr r " r " a 0 r " e — — — CE. r INACCE55ABLE SPACE ` 2— 'I NOKT'I+ I z Ael FIR5T FLOORPLAN ENT PLC w to is _, t_ tt A�E: 1/4u I -0 S ALE. 1/4 = 1 0 b-' f 00 RCH TE ENSINEIEFrS I ICIR DESIBINIIERS NEW cl'-b" x '-0" 516N EXIST, ROOF SHIN( LES PRQJ= MANAGEMENT •43C1 MAIN STREEr EXIST. ROOF 5HIN&LES ASAWAM. MA 0 100 I 4113- 785. F FAX--413.7BB. 8699 (2) 2"xIO" IAV 1I " ' STAW. 4"x4" P.T. COLUMN — AS NOTED VINYL SIINC TO EXIST. 'VINYL SIDIN O.1 NOt 04-1843 MATCH EXIST. Yllf AJ .,.�,... �6 EXIST. 5L OK WALL EX15T. EXIST. SIN DATE: 06-13— : 5TAIR FILE NAME: 1843\ARCH.\A.1 EX1aTBLOCKED V41NOOH TELEVATION NORTHELEVATION 5(.,ALEx 1/4" v 1'-0" E)GALE: 1/ rat V-0" 5CALE- 1/4" V-0" PROJECT TM.E T - 1504 MAN T ANTHIDNY CMULO 1, '- " A GAWAK MA xb P.T. JOI5T5 0 I6" 0.C. EX15T. 51LL PLATE EXIST. Pry /'2-2xI0 x4 V5T ON f ° 0 E '--0' BEWNC X15 "a rr LOOR io 5T @1611041. PLANSFLOOR ELEVATIONSLd AND 2-. xlO 8 DH BEAM I'TYP. 4 PLACEW ARIA "x4" 5TUD5 lb"O.C<. 1, V�/ 11 COX PLY1O© 117-7,777,rn' T 51L7'E OF PARTITION.rr e " a rs a ra it ra r rr r r rr o INACZE55A1LE SPACE C 1,7rl crT' ram. -21 I 1C7FZTI-t SHEET* . Aml BASEMENT PLAN ALE: 1/4" = V-0" ALE. 1/4" = V-0" I i 04* 00� I 0 AREmnrEUM EN61NEERS1 P INTERIOR OESISNERS NEN "-W x 5-0" 5 6 ; EXIST. ROOF 5HMLE5 . IMF 'OLIEC-T MANASEMENT 430 NtAIAIIV STFWET - EXIST. ROOF 5141W5LE5 ASAWAM. MA 0 100 11 413. 78a 9600 � FAX:413. 86. 86'i9'9 Ll (2) 2"xIO" IN 1/2" STAMP: PLYHOOD CONT. BEAM 1 r � 4"X414 P. COLUMN _u SCALE AS MUTED Ji EX15T VINYL 511I1* O"J. 04-1 \'I 5101 TO CHECKED, MH EX15T. BLOC WALL DATE 06-1 -0 EXIST. 5TAI EX15T, VINYL 51PIN 11 4:I tCF[ EX15T. BLOCKED NI'NOOK REV- Y"IfE5T ELEVATION NORTH ELEVATION EA5T ELEVATION 5GALE; I/4" 11_01, ,ALE. 1 4" 1'_011 50ALE: 1/4" 11_01 PROJECT ALIERA11ONS TO A1504 MAN ST. AMONY U AGAWAK MA 2x69 PJT J 15T5 0.0. EX15T. 51LL PLAT it u ON. iT EX15T. PORCH 2-2xIC 4x4 !105T ON:, ° 0 N TUB F 4'-0 BEL 1N D DRAVVM 15 2"x too z Jo 5T a 161,01-1 PLANS AND 2-2x1t 3345 bN BEAM PLAGEW ADD 2A"x4" 5=5 lb"OL. COX PLY1,4000 4-6 ## dA 1DE PARTITION. A j}.J,�+ 7L-27# ,�q.1r H, _ A A At ,,g{i t qq.A". :A yy r t pp,��-pqtA - AA 1 ! J1 VE5#. P. CL a 1 ` INACGE55ADLE 5PAGE 2-2xIr a _ d NORTH w- z C Awl HR5T FLOOR BA5EMENT PLAN ALE 1 411 = 11-011 cr LEA 1/4" � 1' t " co 11111101111111 C�jii r G M --MASSACHUS TTS Mal BeforeYou Dig Gas, electric, telephone and cable television SHWr# TITLE .:DATE companies have underground pipes and cables in places you'd least expect. T- TITLE STET �n5ros TOPOIGR.APHIC PLAN Q2 A. FORM ASS= I0r6/04 So it's a ood idea for anyone who does an , 9 Y y w " D- Ir l .$PLAN9/15/05 excavaten' to check beforehand to make sure f there is no dan er of lama in these facilities. . . _ SITE LAYC Off �sr��o5 In fact, state laws in Massachusetts, New : . _ rr2 9l{'5/t 5 Ham 5hire Rhode Island and Vermont make :t SIT p :;: �, 5.3` E DETAILS9112/05 mandatory for anyone doing exr.avating work- z �.. y � �� to notify utility companies well ahead of time. y ." (Rhode Island and Vermont reclvlre 48 hours p £, prior notice and the other two states require , a 72 hours.) 3 i Ali 7•�f � � r � - Sypr yam^ i F' J ' The utilitycom anie5 have simplified this k srAnsT p , ="_:.., '� i'.. ;r-'�^,y,[ ,•:�„;. a,t. notification process ` rovidin a toll-free ,r � :._, . _ , ._. (' by p 9 zonlE BUSNEW -6 9 number. One call to this Di Safe line r - LW REsTAL%2ANr n nables,all of the . a m satisfies the law and e - - receive the information. utllrtles to ice a_;"y vo0 MN * - MhL LOT AREA w, SF 3v,1�3 SCE. FTJ0.693 � A . . _.� .. a.�.:.�. AGE _ �OoDr.RIC ' rn9 FT ,,�, x h number , l -800-3 2 2= ... onrr SETBACK 3& r--r (n Massachusetts, the .� 4844 F ram._w toe Etc SIDE SETBACK KY 65 FT REARSETBACK 3& 61 FT .�: f °� ., .._. ....fP! MAX.ELCQ HE GWT 3 ST 45!MAX I STORY In Mane r New am shire Vermont and r m _ 4 . : fi H MAX BLDG. CX>MRAGE 5CM 2x Rhode Island, the number is I -800--255-4977PARIasig _ 64 AGAW'AM Z FOR wW. Al®,,! CLASS D If there are under round facllitl✓5' in our �-�-,P+: Sirarea the utilitycompany will identify their �* Win.sc.�.w t>r- C7► ., p Y fY ' ► Artwft of AREA TtirPE AREA SQ FT SCE. FT. USE PER SPACE SPAMS location for you. This will eliminate the , . ... _:: a_oa Or ,. r : AD possibility of damageh and save you the .,. . r . : .3 . H : PATRON USE NCW 0 QI expense of co5tly repairsEXTERIM; So be on the safe side and dial before PAT 627 ao as YOU start to dig., � !BW"l..OYW SPAt'�s SEPTEMBERI PER 2 ENAPLOYEES 2 TOTAL SPACE REGLEM K) ■. NOTe SIGNS LOCATED N THE SETBACK SHALL NOT BE LOCATED'wrn N ICY OF GRADE BY SITE PLAN APPROVAL ATWAM PI NNING BOARI) R A � m LEVESQUE AIATES, INC A LAND PLANNING SERVICES COMPANY f 75 BROAD STREET, P.O' BOX 640 WESTFIELD„ MA 01085' Phone: 413-5680985 office@rlevesqueassociates.com Fax: 413.568098E www.myiondinfo.com www.gotwetlanids.com RLA Pro ject No. 050504 r 6-5 ........'MEN, A Toth: ................zoo. list; Ik Ell Q I VAX gm Oki, Wy:Q II,1, 7 ...........c. OLA U. tip. AX kA Or pJA <7 77 WeAr_7 7- c.3 AS OWAA Orop too. 0 W Art La go .10 Ali -p) who on: S z/0 Z,' OAS All- rA4 6 4/A/ oar Aj I I 04 to TV! J,7`1e,eC 7 nor NY, /A/CM I tiny= ,jot!of RZ !row moll 1 5: )psi on- 0fam'm pay t Zia-0 -",W,Y!sot vs Or 0,0 QW,IPL UK b RoA F 1E: It ..............1119 off fook---war 40000*7 0 REGMTERIED LAND SURVEYO�X VWST SPRINGnIELD,Mk Irwl PA L STOW _ ' STOW;W RAP OR 150LIVALEIliff. DEMOUTION REMOVAL NOTES KLA LE G . AS RM.5215D,BUT NOT LESS 714AN 2CY. L SEDIMENT DE N PLACE TO C � R LEVES ► ASSOCIATES, C Environmental Planning, L6! MU I TWIC*415SS- NOT LIESS, THAN 6'. 2. ALL MATERIALS TO BE ReACIVIED SHALL BE CGPOSIED Or-iN AN Permitting& Landscape 4, - 24 wmm wr No Less m4AN Tw FULL WIDTH AT POINTS wwEve NGRess LOCATION DesGNATeD TO AccIEPT SUCH wAsTes Architeeftre 02 ;•`MS OOCLQS EXISTING GROUND & PLACE PLTER CLOTH OVER THE ENTIRE AREA PRM TO r - Or- STOW S. Ertl PAveveNT AND cuRem wTwN rw LIMITS; OF cLaAzqG AND GRADINGT REMOVED DURING CONSTRUCTION . LNUESS OTWERWISIE NOTED. 6. MAINTENANCIE-THE ENTRANCE SHALL BE MAINTA114,11ED IN A CONDITION WHICH WILL PREVENT T12ACKNO 75 Broad Street,Or- . N � WAY. Y RECASM FSWM TOP DRESSING A ALL EMSTING U1GI4T POLES. FDCnS2r=S AND ELECTRICAL CONDIJIT W17141N 114E LUTS KY WTW w REMOVEDURIES USED CLEARING AND G9?ADl1NG SHALL Be O NO_ . P.O. +� 64(II' ADDITIONAL STOW C'� / C.� � Or- ANY N'EA�S TO TRAP , ,. �+1T. ALL 1'f DROPPED. W TRACKED Westfield, 01086 A IA �, S ALL RIEMOVALSA '04 KY LEAD BASED PANT, ASSIESTOS. CONTAMINATED SOLS WA,2ARDOUS WASM ENVIRONMENTAL PROFESSIONAL: h 3X hftPA 7. PERIow, wszEcTm AND Nmvm mANTaqANcr=swALL Be Pecivuw AFTER cH RAm ETCH.- 4 ,•.. b. CONTRACTOR SHALL NOT W012K WiTI-N OR ALLOW ACCIESS OVER All AREAS L mTS OF CLEARING AND GQADM IT SHALL BE TI-E CoNTRAcTows RiESPONSeury To FLT fiER CLOTH JKY A A GRl 'ITIW A ETC:. SEE NOTES -7 CONTRACTOR 691 CONTRAcTce SHALL Er= RESPONME FOR ALL COSTS ASSOCIATED I TABIL121ED,CONS-TRUCTION ENTRANCE DETAL CATCH BASN V4114 THE ABANDONMENT REMOVAL, AL OF ITEMS TO BE 125MOVED 121IUkCaB. NO'SCALE a, CONTPACTOR TO E>SZCW EMA CAUTION ADJA TO LIMIT M WORK LINE RAYMONDC.LEVESOUE,CEP 9 ALL WORK Y wrl FEDERAL STATE AND LOCH NOT Lt+ ` TOe SWTO, A. 4 WAY THE CITY OF AGAW CCOWMACTORL APPLY ALL PERWS AM SHALL PAY ALL -MIA. Pf3aff TEV FEES ALL BECMA94M PQMTO THE START OF W 0. VTRACTC?R THE JOB CLEAR Or- 72AS14 AND DIEEIM THE WORK AREAS; Am TO EE cLEANr=D AT 11 WORK DAY awl L ANY T FASTORAGE TOOLS,15CUIPMENT CR MATEVIALS SHALL CONF012M TO LOCAL AND SHALL ENE THE G15ERAL ACT S T H CeSSARY COkilPONENI"S KV CONSTRUCTION S EFTY, SAFETY, CARE OF ADJACENT DURING REMOVE CCNSTRUCTIOR CC ACM W 4 STATE AM FEDERAL REGULATICIll REC, 7 . I STOCKADE FENCE � TING SAFETY SHALL,W TWE GENERAL CONTRACTORS . 0.4 FOUNDATICN -- WALL 12 THE GlENERAL CONTRACTOR AND 45 SUBCONITRACTORS SHALL VOT THE ATE AND SIECOME FAMILIAR WITH ALL coNwaqs Pl To sumATTING His AS To cd -4-4OLD 1'I 1 _ A 11T"'� V`iTw T W CC ,E .L 0 DATA ..r,v.�--� t 0 WALL 11 TWE LOCA ARE S140M IN AN 7E WAY ONLY, TO THE LACK AV A o r T ON TRACT .. O HAVE AL L THE GRl Pi TO THE START OF � BRA � � ' MAJlt .R+�' cd �, I la. THE! CONTRACTOR SHAL.I. BE RIESDONSOLE FOR DeTERM1NIl THE EXACT LOCATION CIF ALL LITILITES T1 EE CONTRACTOR SHALL Be FULLY RESPONSISLE FOe ANY AND ALL TO 14SS FAILURE TO LOCATE AND PRESERVE ANY AND ALL t 15 ANY DAMAGE TO EXISTING UTILITIESR TO w _® s aIC7 CWi' R T TO T1- yT 4JN STAIRS T, GQAVEL AT THE CONTRACT E>PENSF— NOW TO REMAINkn 16, C THE TO CONTRACTOR IF FOD CONDITIONS VA12Y SGP49CANTLY ENOUGH TO A C14ANGE TO e--d k , t1 E20 C B THE CONTRACT DOCUMENTS T14E OWNE32 AND ENGH582 SHALL BE NO I FAMEDATIELY.8.20 DEMO AND , *C5 a .4 I7 CONTRACTOR SHALL ERE!CT AND MAINTAIN SAFETY S RIEMOVE N07101� PRIOR TO THE CMaAENCEMENT OF WORK `o r.,, EXISTING K QEWAB AL CyA - SLEI' ITRACT .� CONTACT' CWNW 3 ua _. SHOULD ANY CONFLICT OR M�ICk �► Y ON A A _r,L ACCEPTED wa, EXISTINGCTIOISe Ake T EcGGE t� Ai. C .ANY C} A A THE CT IJR T� Imo' .-� AL_CONTRACTOR'DRIVE TO REMAINIPA APPROVAL TER / AT RACT E>3STING ELLOING 20, C A ;T BE l F<w THE REMOVAL e LmAL DisPicsAL, OF ALL 1 TE C� C�. TO Iw, . AS ShIC O 4 �, ACT AIw +C'T? s)Q A1 �M++ ,� � .. � TO CONTACT LANDSCAPE ARCHITECT. O, QL �"+iT '- G'fi0 a 70 GLLLEY A O �I r r0 lON .c__ rr X COMPANIES c � :� 'ECT- I� , r SERV . 1 , r / OLS34G DEMOLITION OPERATIONS, , 23. 00 I'VO"T DAMAGE ecsTw unnm TO REMAIN M144 PPDXECT ALL DAMAGE TO ' TO RIEMAIN SHALL BE RISPAIRIED AT A+C T S ! TO � EDGE Or- EDaST114G A AC: OF LI"L +C � PA J'I' TO BE IC { P IT TO' ,9 rR BE RIE1440VEID 'I' / 24, DO T 4�T�- , � ADJACENT CF AGAV ccNmAcTOR spALL ARRANw Tt'9 MAl1 SHU1T OFf= LT111LITES, AS RECL92M, WITH THE UTILITY OWNERS PROMPTLYPROPERTY ROBERT M.LEVE U ASLA r TRANSPORT L OWNERS P[�: f�f L Y O DGPOSE OF. DO NOT ALLOW SHALL E�► TE T ACT / . / PAY ANY Cat. `` FIEM PREPARED FOR: MATERIAL 27. COORDINATE ANY TO BE V6rC�' 1T1 l lQ .e 11 O C) O D IN A A WAM AND 986 PROTECT 2& Main Shvd € OR MASS AY -y.. Agawma,MA MAl C� TRAFFIC w CEO ATE UTILITY TMMNATKM WITH UTILITY OWNER& 30. SAWC10 PA PAVEM94T T . '' PA x . O AQ,.IA TO TO . Be Removw. MUANCE 1)A'I'E C _ 3i..1� V'E .ALL PA 8A FOO DACE 7 Zug / ELIaA!hff,% E7"C, VWn411N 1t'V O (ch 8-17-Q.�" A north sorrow,label sn 32 AOT"C�" P _A A+C` Y .. TC'� �. C� BE 12 69 EIL+'E THE RE MOVAL OF LINSUM A81.E SOILS AND DEEIM changed rat 9-1 -45 ,r We 5 '9-15 E A shag utaltttes 1 i / 3. C IS ISIBL.I TWAT T CREATE/ , C IP A At�..L4 _ Al2EA TO Iadi ' '120 C)R / REMAIN va 34, T / TRA+C OR 5H+41.L. PREPARE! SITE AS NECESSARY FOR CONSTRUCTION 540M ON 1 0 SWEETS S"'I 2 r 7 .b HEADWALLUNA Tlit)RIZED ALTERATIONOF THIS .� � DOCUMENT IS A vroLA1`lOty CAI G. PA / / i. t.,T ESHALL ACCOMPANY CONSTRUCTION AL T'RAL MASSACHU ETTS TA LAW WALL AID I r + A1 TI-E �A TO THE WET � SCALE: NORTH G. w. �. 37, ALL E L E � � � � C� -+CAI SI-TALL. .. ,, ► v 71-80 A� L C I SEACH DAY AT CONSTRUCTION ACTNVEL s o s° 1v 71, 4 121510OVE & RLA PROS. 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RLA R LEVESQUE ASSOCIATF—%INC En-Aronmental Design,Pla im f, 69*45 0- L F PLANT MATERIALS WfTW THr= OVVNE32 Permitting& Landscape. CATCH BASIN PRIOR TO NSTALLAIXYt" Architecture R"68.62 2 NO PLAW MATERIAL WILL EX ACC8nW V440114 DISPLAYS MAJOR II�IRTTE!S OR DAMAM THE OWNER Qr=7AINS 71-E RIGW TO ReJECT AW PLANT MATES21AL DEEMED LJN114T. ph 413 4 w w 3. W A OF DATB TWAT WORK LINDER . . . THIS TRACT 6 CEQTFM AS SLOSTANTIALLY " 3.M TW CONTRACTORs 0 75 Brand Street,Sniff wARRANTm ALL PLANTS Am sEEDw AREAS uvm THIS coNTRAcT. ;b RavK)vr= AM P.O. Box 640 B A PLANTS WI SAS W 01 _ . . p 3) REFLAW VWTH STOCKOF S OUALITY AS . . . ORIGINALLY SPeCF4M4) GLMAWMAWAt4AS ATNOENVIRONMENTAL PROFESSIONAL: 100-0 ,.►. . . . . _ . » . # . . . `» 4, ALL NEW LA A T P » . . . » . .. . » . . . w . "" THESEAND ORGANIC CONTENT SUTAELr= FOR THE WEALTHY GROWTH Or- LAWNSL SHALL BE A GRASS *'.w... . .`.`.'.'.`.`.».'.`. ." 1 . . . . . . . . . _. . . .. . . . . . . . . . .`.". .".'." B CW `•» "VE 4 . » . _ . . _ .. . . . . . . . . . . .. . . . . . . . " ,. .. . . # . . . . . # . _ _ RWIlSe NOTED IN PLANTING DIETALSL ""_`.'.`.».'»`.` ''..." '.".'�'.`.�' . : . . T BALL TO BE PLANTED IN R. 3E HGW CL LOAM Ors 3 RAYMOND C. CEP . _ . PH AM ORGANIC CONTENT SLITABLE FOR T T1 GROWTH CIF'PLANT » _ . . . . . . . . . L-Q-emu A:� ' MATIERIALa . . . . . . . . . . . _ . . . _. . . . . � . . . . . . . . . . . . . . . . . . . . : . . . . . _ �--• . . . . . . . . . . . . . .. . . . . . . . . . . . . 7. ALL PLANTS SHALL Ele NL12SSZY GROWN AND CONF<VM TO THE LATEST tZlTX)N CF ANU . . - w, _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . .- ., . . . . . . . . . . . . . . . . . . ., .; . . ... . . . 8. EAC34 PLANr TO BE FROM DGEASF. NSECT INFESTATION, h . KJJPM AND 1N w . . . . . _ . . . . ., . . . . . . . . . _ F _ ALL QMDECTS BE SLFrABLr= FOR FIELD PLANTNIS1 . . . . . . . 0 . , # _ . . . . . : . » ♦ . # . . . w_, _ . . . . . . . _ - . . _ . . _ . . _ . - 4 . . w. . . . . . . # _ . . . . . . . . . . . . , . T W 11� C� Y4 AND PQL"Ja . . . . . . . . . . . : . » . : . . w . . . » # » » . w " . 1 . . # . . » . . . . . . " . » » _ _ K?, THATPORTION WAY . . , THE PARCEL AND ��► THE TPEEBELT SHALL Be MAINTAINI IN A SAFr= AND ATTRACTIVE - . w _ . . . ` . . . _ . . _. . . . . . . . » . . . . . . DRAW . . CIS • w . . .. . . . . . . ` _ . . . » . . . _ - . Ile w _ . . . . . . . . . . .. . . . . . # . . ww. . .` . . • . . . . . .. # » _ ww ♦ . _ . . . . . ♦ . . . . . . . . . . . . . . . . . . . » " . . . . . . . . . . . . . . . . . . . . . . . . . . CI w » » . . . . . w . _ . . ,_ . EDGE # F ASPI--tA�. . . . t . » . . # .. . . . _ . . . - . . . : . _ . . . . . . . » . . :. . . . . . . . . .. . . . . . . _ . . _ ON 24 Z .»µ .; C . . - . . . . . . CIS . . . . . tn % . . . , . . . . _ . . . . . . . Gym a » " 1 Cfl . . . . " C . _ - . . . » » . . . ZCIS . . . . . . . . _ . . . , . . . . . . . . . . ' _ . . . . . . . " GLLLEY . w . _ . . . . . Ac . . . . . .,p. _ WATER w . . . . .. . . . . V. .e "w #` . e . . _ . CIS h W - +p ty+ .: Y" _ . a Cp . . DECK . . . . . . . . . . . _ . . .. . . . � . . . . . . . . . " . . w w _. . . FFE=71.0 w . . . . . . . . . » . # . . . . # _ . . . . . . . . . . 66 . . . . . . r . LANDSCAPE ARCHITECT: . � n . . . . . bi - - . . 7608 SQUARE - - . . # .. . OF DEVELOPED Al2eA . . . . . _ . . +I , . .'. . . . .. .. .... .... .. .. . » ERT!M.LEVESQ ASLA # . A. . .�. . . . . . _' _ - . .. .. . . . . . . . . . . . . . . . . C P PARED FOR V'1 47.6Z, -. _ . . . . . . . . . . . . . .1 . . . . . . . . . # . . . . . . . . . , . . ,. . . . . . . . . . . . . . .. .... ........... ..... . . 1. " _ . . _ _ # . . . " . " w # . Cifillo Re tyl, Inc CONC. DWA # , , . . , . . . . . . . r . . . . . . » . . . _ . . Agawam MA G. PAS.. WALL ."- � :.» �. :. 712 69.8C)swam �.. G. PALaw� dwmw ISSUANCE DATE CA�CN-aA 71 , 7Q. 7- S "VISION& DATE: MAIIN bTQEET sn44r building size,parkings ' $r17-05 OnI geometry,plant size 9-17-05 hatchgmss@CB, -25-0 revision to plants add:to PadD 9.12-05 add lane ings4'note and Iigid 9-15-05 PLANT LIST UNAUTHOR12ED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF K CITY. BOTANICAL NAAV MATLRE SM MASSACHUSETTS STATE LAW SHAt4 = HOLLY 4" TALL SCALE: NORTH COTONEASTE3Z APr, CRAteERWY COI4ZTEPCRANBERRY COTONEASTE3ZR 7 TALL X * r7=4�PC P15,211S 'CAVATW CAVATteA #3 CONTANER 7 "TALL X 7 � for # JUNIPI 04K "BAR HAREIM BAR HARBOR :R r TALL X 6 WOE RLA PRL?1.NUMBER:I350544 S V,u 3 4 w � PLAW AT 114E SAME DEPT14 L A AS Y GROM SILTCOVER T PINE PENCE t?� Ids _W..eFLTER FABRICP AS FL04SHED BY S Environmental ,Planning, c�� f_ � Permitting& Laa p EX61M GRADEF�'�t`,31.,E � BACK BURLAP N PARKM LOT TO �,, V3 OF ROIDT BAIL O�" Architecture CC BE PA14TED YELLOW lF SYNTHETIC WRAP 6 PRCFKXM GRADE vE COMPLETELY. p 413 851 413 SLOPE F SAUCER.- ,. C EACH 75Broad S , TICNAESPACED P.O.Box 640 {r w' , 41 FV48W GRADE vvnrwPLANTNG MDC it m. AND COWAM COMPL.ETEL Y BURY PLTER F w 6 ENVIRONMENTAL PROFESSIONAL. CONDUT SUBGRADC GROL114D ROD t , CONNECT TO INSM METAL POUE T - NO SCALE NO _ .._... .n... . .-. . ._ W Of , , ` F=--PL K40LNTNG T LAYOUT $ # SAW CUT ', O IZA C.LEVESQUE,CEP ENT.CONCRETE PAVE!MENT AFTER EXCAVATM TRE14W AND PROVIDE HOT PROCEDURE AS RESERVE ET COMPACTED ` PER MM SF PARKING PARKING [SM PAVev*W M(STM PAVE9vEW SUSMADE 0 -1 2 SECTION N Z-a hft AL' LN POST LIGW POLE:NSTALLATION DETAL 00 NO SCALE 0.28'MIN boo c o 4® �-- -� .� VAN mm' ACCESSIBLE ACE 1�'VI ' -w,r_ . A mm. . ^�TE P QECL92ED FOR ST t" _ - - A CE GRC(M SURF S'BIT SUl2FA4E CX)LRW A ea SLOOE MA)&4JM TRENCH WCrTW AT TOP OF AS PER PLANcd a 3COO PS CONCRETE 4-4 cd t . ,/� f NO ALE -. 4 -.• SA BEDDING, � • r. BE SANDGRAVEL PASSM A r SEVE CAST RON FRAME! GRATE 0932NA14 #R aCOMPACTED TO 85% PROCTOR SET ON FULL BED MORTAR. ADJJST TO GRADE WITH BEDONG STONE.SEE SPEC COVER rwr C) T Y BRICK &X40RTAM TYPE VA12ES W PPE 9OLLARD AND AP SIGN 1 GRAM COMPACT TOP CP PAVED CLEAR RECESS FOR TOP COURSE SURFACE AL AL �' 8•' _ _ NC7 SCALE STEM LENGTH VAJaes- SEE SITE PLAN TO BOTTOM #4 RESAR. ONE AT EACH-I EM CEVK34T CONCRETE 4W CPA CLASS I PA W N �. TYPE H BASE COLSM A OR EQUAL C SET N BULL BED OF MORTAR AND ADJJST TO ` E LANDSCAPE AR G F14W GRADE NEENAH t2-37C 1 SF w ""S n ►, T TO SCALE (OR lEQUlAU 777'7777 CH OUTLET P FIE MASS HIGIMAY ANTE CURB . " t . NOT TO SCALE . ,,, , 2f i y t CC&fnEM OVERLAP P Rt? FItT M.LE ASIA t 47 PREPARED FOR: M E3 M E3 E:3 El 0 HANDICAPPED a ACCESS A W _ 9 Grillo Re4tty, Inc NCB 986 Main S , TED %) > E3 M E3 E3 C3 F=3 C3 M E3 E3o + Gc)a WAVE eY Xfi As ALMANUAL 6o DaC A ), RE 2 C E3 E3 E3 E3 E31 M E3 M E3 EZO STORM WATER CAT04 BASIN DETAL ARROM FCQ PAVEMENT ]N, lZ> C�� NO SCALE7-29-05 NOT TO SCALE pwmnmw arrow detail $4745 CATCH +S` SLOPE # SPACE SEALANT. cap r�rp; �-12-flS Tu INSTALL MTER F= . . -lBROOM f9NISH UNDER GRAM MR r _-- - raa a c ° a0 jk -0 6 5 .9 UNAUTHORIZED ALTERATION OF THIS 3l•4 TO ! > 00 6 00 o � o ° 3' E�C?Z'TCXuI' DOCUMENT IS A VIOLATION OF BARRM AT CATCH � � MASSACHUSETT'S STATE LAVA STONEDOUBLE WASHED AND ORANAGE B L ` TO W PAVEMENT NGa, NON-WOVENII1I= I1II � �� -COMPACTEDE GCOTED(TlLEFASM 2 ALL STRFM.SHALL BE 4 PAVEMENT MAR04GCATCH BASINS IN PAVEMENT AREAS ARE TO QEtEWE _ PAW UNLESS OTHERWISE NOTM yg THE FLTER FAERC : T , TRACTOR" TO ENSURE HAN01CAP ACCESSEXE PARK249NOTES SPACESHALL HAVE A SL 2%OR LESS N ALL $ - V C ` 6X6X6 WM 4000 PSL F43ERF9LLRLA PROJ. 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