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8036_SITE PLAN- OCONNELL CONVENIENCE PLUS- 1801 MAIN ST. O' Convie,EP Conu�,�ence Plus 1`601 Y�'lrian Si ree�- Y AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: June 15, 1999 DATE RECEIVED: May 28, 1999 DISTRIBUTION DATE: June 1, 1999 PLANNING BOARD MEETING DATE: June 17, 1999 APPLICANT INFORMATION 1. Name of Business: O'Connell Convenience Plus (Shell) Address: 1801 Main Street, Agawam, MA 01001 2. Owner: O'Connell Oil Associates Address: 545 Merrill Road, Pittsfield, MA Telephone: (413) 499-4800 k0L 41) 3. Engineer: (Agent) Ron Fortune, Decker & Company, Inc. Address: 33 Park Plaza, Lee, MA 01238 Telephone: (413) 2434083 PLAN REVIEW Scale: 1"=10' Date: May 27, 1999 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed construction of a 2720 sq.ft. convenience store with a drive-thru Dunkin Donuts and retail gasoline sales. Site Plan Review Page 2 Description of Site: Site is presently fully developed as a car lot (previously a gas station). Most of the site is in building, pavement or gravel. There is a wetland within 50 feet of the site. Provision for Traffic Flow: Plan shows two proposed approximately 30' curbcuts on to Main Street. Presently there is only one curb cut. Parking: Eleven (11) parking spaces are being proposed. Agawam's Zoning Ordinance requires fifty (50) spaces for a drive-thru restaurant. The applicant is seeking a variance from this requirement from the Board of Appeals. The Planning Board's Parking Guidelines require 1.5 spaces for every 200 sq.ft. of gross floor area. This would necessitate 20 spaces. Drainage: The Site Plan does not address drainage. A drainage plan must be submitted, prepared by a register Engineer and reviewed by the Engineering Department. Public Utilities: No utilities are shown on the plan. Landscaping/Screening and Buffers: In 1997, the Town received a grant to plant trees along both sides of South Main Street. Trees were planted in the treebelt of this property. Those trees should not be removed or future grant funds will be jeopardized. Trees located in the public way require permission of the Tree Warden for removal and a public hearing. 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: O.K. Exterior Lighting: All exterior lighting must be shown, heights and types. Rendering or Elevations: A colored rendering must be provided. Textures must also be provided. Dumpster Location: O.K. Site Plan Review Page 3 Other Comments or Concerns: The Building Inspector is requiring that a Special Permit be sought for this application (Drive-thru) and three variances. The variances relate to the provision of the less than the required fifty parking spaces and setbacks. Since the plan so heavily relies on the Board of Appeals actions, I would recommend not taking any action until the Board of Appeals has rendered its decisions. IPA JUL 2 0 1999,\ 'TO WN OF AGA WAM 36 MAIN STREET a. PLAN111' "k CoAfio .AGAWAM. MA 01001 .i. DECISION OF BOARD OF APPEALS .� RTEQ r.; w Petition of: O'Connell Oil Associates �~ Premises affected - 1801 Main Street Date - July 13, 1999 Case # 1601 The Board of Appeals conducted a public hearing and meeting on July 8, 1999 at the Agawam Middle School Cafeteria, 68 Main Street, Agawam, M.A.for all parties interested in the appeal of O'Connell Oil Associates, Inc., who are seeking relief in accordance with Section 18046, Paragraph C of the Zoning Ordinances, which would allow for the construction of a structure with less than the required rear yard at the premises identified as 1801 Main Street. The Agawam Zoning Board of Appeals, after said public hearing and meeting duly noticed, and after a thorough review of the facts presented at the public hearing and after individual "on-site" inspections, concluded the following: 1. The subject property is located in an area of Town zoned Business A. 2. Section 180-46, Paragraph C of the Agawam Zoning Ordinances requires a rear yard of at least twenty-five feet (25'). 3. The petitioner is requesting a Variance from Section 180-46, Paragraph C of the Zoning Ordinances in order to construct a 100 ft. by 28 ft. canopy with a rear yard of fourteen feet two inches (14'2"). 4. The petitioner cited that the relief requested is necessary to protect the electronic and computerized components of the proposed four (4) gasoline dispensers. 5. Several area residents expressed their concerns during the public hearing. 6. Memos were submitted to this Board from: a.) Charles Calabrese, Chairman of the Agawam Planning Board, dated June 22, 1999. b.) James T. Daley, P.E., Agawam Town Engineer, dated June 23, 1999 c.) Sgt. Donald Gallerani, Traffic Safety Officer, Agawam Police Department, dated June 22, 1999. -2- w co Case # 1601 Decision Continued 7. The Board has found that the subject property is not unique due to circumst0 2 relating to soil conditions, shape or topography of such land or structures. 8. The Board has found that a literal enforcement of the provisions of this Zoning Ordinances will not restrict the use of this parcel. As such, it is the Board's opinion that the petitioner is not being subjected to a substantial hardship, financial or otherwise. 9. The Board has found that the granting of this Variance to allow for the construction of the proposed canopy would be substantially derogating from the intent or purpose of Section 180-46, Paragraph C of the Agawam Zoning Ordinances. Now, therefore, the Zoning Board of Appeals, by the unanimous vote of its three members, hereby denies the petitioner a Variance from Section 180-46, Paragraph C of the Agawam Zoning Ordinances to allow for the construction of a structure with less than the required rear yard. Doreen Prouty chael Tuckey Debra Curtis //3/y� 'TOWN OFAGAWAM • N 36 MAIN STREET JUL 2 0 1999 AGA WAM, MA 01001 Z3 _.. y Khi�Mffl DMISION OF BOARD OF APPEALS _. -0 Petition of: O'Connell Oil Associates �'C Premises affected - 1801 Main Street " Date - July 13, 1999 Case # 1600 The Board of Appeals conducted a public hearing and meeting on July 8, 1999 at the Agawam Middle School Cafeteria, 68 Main Street, Agawam, MA for all parties interested in the appeal of O'Connell Oil Associates, Inc., who are seeking relief in accordance with Section 180-46, Paragraph A of the Zoning Ordinances, which would allow for the construction of a structure with less than the required front set-back at the premises identified as 1801 Main Street. The Agawam Zoning Board of Appeals, after said public hearing and meeting duly noticed, and after a thorough review of the facts presented at the public hearing and after individual "on-site" inspections, concluded the following: 1. The subject property is located in an area of Town zoned Business A. 2. Section 180-46, Paragraph A of the Agawam Zoning Ordinances requires a front set-back of at least thirty-five feet (35'). 3. The petitioner is requesting a Variance from Section 180-46, Paragraph A of the Zoning Ordinances in order to construct a 100 ft. by 28 ft. canopy with a front set- back of fifteen feet (15'). 4. The petitioner cited that the relief requested is necessary to protect the electronic and computerized components of the proposed four(4) gasoline dispensers. 5. Several area residents expressed their concerns during the public hearing. 6. Memos were submitted to this Board from: a.) Charles Calabrese, Chairman of the Agawam Planning Board, dated June 22, 1999. b.) James T. Daley, P.E., Agawam Town Engineer, dated June 23, 1999 c.) Sgt. Donald Gallerani, Traffic Safety Officer, Agawam Police Department, dated June 22, 1999. -2- co LO Case 4 1600 Decision Continued 7. The Board has found that the subject property is not unique due to circumstances relating to soil conditions, shape or topography of such land or structures. 8. The Board has found that a literal enforcement of the provisions of this Zonings Ordinances will not restrict the use of this parcel. As such, it is the Board's opinion that the petitioner is not being subjected to a substantial hardship, financial or otherwise. 9. The Board has found that the granting of this Variance to allow for the construction of the proposed canopy would be substantially derogating from the intent or purpose of Section 18046, Paragraph A of the Agawam Zoning Ordinances. Now, therefore, the Zoning Board of Appeals, by the unanimous vote of its three members, hereby denies the petitioner a Variance from Section 180-46, Paragraph A of the Agawam Zoning Ordinances to allow for the construction of a structure with less than the required front set-back. Doreen Prouty Michael Tuc De ra Curtis TOWN OF AGA,WAM 36 MAIN STREET AGAtiVA1I, �l.ASSACHUSETTS 01001 y Tel. 413 86-0400 c June 22, 1999 - a Charles Shogren . O'Connell Oil Associates 545 Merrill Road Pittsfield, Ma Dear Mr. Shogren: At its duly called meeting held on June 17, 1999, the Agawam Planning Board voted to return the Site Plan entitled "O'Connell Oil Associates Convenience Plus, Site Plan for 1801 Main Street, Agawam, MA" prepared by Decker & Company and dated June 27, 1999. The Planning Board's decision to return the plan is due to the need for a Special Permit and three (3) variances from the Board of Appeals. When the applicant has satisfied these requirements, the Planning Board will accept the Site Plan for review and action. For your information, during the discussion of the plan, the Board raised the following concerns: traffic (on-site, as well as off-site); lighting (must be fully recessed-and no wall-packs); detailed landscaping plan; colored renderings and/or elevations; and samples of colors and textures must be submitted. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R. Calabrese, Chairman Agawam Planning Board cc: File Board of Appeals Engineering Building File TOWN OF AGAWAM MEMORANDUM ISO To: Planning Board CC: John P. Stone, File, VRK From: Engineering Date: June 17, 1999 Subject: Site Plan- O'Connell Convenience Plus - 1801 Main Street - SP 335 Per your request dated June 1, 1999 we have reviewed the site plan entitled, " Site Plan for 1801 Main Street, Agawam, MA, prepared for O'Connell Oil Associates Convenience Plus, by Decker& Company, dated May 27, 1999, Scale 1"=10"' and we have the following comments: 1.) The submitted plan notes a 50 parking space requirement while providing 8 to 11 parking spaces and the proponent apparently intends to deal with this matter in subsequent actions. 2.) Our comments noted in our Memorandum to the Conservation Commission dated June 9, 1999 still apply for this site, a copy has been attached. Some of the comments may impact the present design. 3.) The following note should be added to 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." 4.) The following complete note should be added to the plan,"Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfiiled without the permission of the division." 5.) A Curb Cut Permit will be required by the Massachusetts State Highway Department. The proposed southern most curb cut for this property cannot extend in front of the property south of this site. All radii should be labeled throughout the site. 6.) The handicap ramp shown north of the handicap van parking space, should be labeled. A detail should be included on the plans that conforms with the current AAB standards. 7.) A detail of a parking lot/pavement typical section should be added to the plans. 8.) A detail of a sidewalk section should be added to the plans. The sidewalk should extend southerly(in front of the proposed building)two feet to maintain a 4'minimum walkway for pedestrians to accommodate 2' overhangs by parked vehicles. 9.) In keeping with our policy,we recommend cement concrete sidewalks and vertical granite curb to be built within the Right-of-way along the Main Street frontage. Details should be included on the plans for these items. 10.) A detail of the proposed curbing throughout the site should be included in the plans. 11.) All existing utilities should be shown on the plan. The existing water service is not shown and can be utilized for this site. 12.) The proposed cleanout for the sanitary sewer line will be located within the pavement. A detail should be provided and include a cleanout cover("Neenah R-7506 Series Floor Box Frame and Lid or equal wIS.S. cap screw lid closure) and must include a concrete collar. 13.) The easement should be shown for the sanitary sewer line runs throughout the adjacent property north of the site. Currently if the easement does not exist, then it will have to be obtained. If you have any questions, please do not hesitate to contact our division. S�Pcerely S7qcelc.,2a y,P.ICJames T. Dale , .E! s YTown Engineer Cmeer I H:\ENG1NEER\SrrEPLAN\Sp335.wpd -Po wN OF A GA TEAM 0 INTEROFFICE MEMORANDUM y�1 �D MA To: Conservation Commission CC: John P. Stone, File, VRK From: Engineering Division Date: June 9, 1999 Subject: Notice of Intent- 1801 Main Street-O'Connell Associates - CC 215 Per your request dated May 28, 1998 we have reviewed the Notice of Intent for O'Connell Oil Associates, 1801 Main Street, Agawam, MA and have the following comments: 1.) While this site does not meet the threshold of one acre, to be under the jurisdiction of the Town Storm Drain Ordinance, we are concerned about the drainage. The proposed infiltration drainage disposal may not work as expected with a high ground water table or with a clogged soil infiltration bed. An overflow system discharging to the State's drainage system in Main Street may be acceptable to the state if there is sufficient attenuation in an on-site detention system. We recently discussed such a system for a location very close to the subject site with the state. 2.) The submitted Notice of Intent states that there is an intermittent stream over 100'away from the proposed service station. The plan does not include an inner and outer riparian of the stream because it is labeled as an intermittent stream nor does it show the streams location on the submitted plan. We recommend that the Conservation Commission verifies that it is an intermittent stream. 3.) It is mentioned in the Notice of Intent that this site is not exempt from the Stormwater Management Policy. If it is not exempt from the Stormwater Management Policy, the applicant will have a fill out a completed Appendix C. Considering that there is not an outlet directly discharging in the nearby wetlands and subject to item No. 1,our division questions whether the Stormwater Management Policy is applicable. 4.) Our division recommends that test pits should be preformed to check the depth of the groundwater in the area where the subsurface drainage system is being implemented. We have witnessed a high ground water table while inspecting a sewer connection in this area.. 5.) The submitted USGS Topographical Map has been blown up to an unknown scale. The scale should be added to the plan. Show the layout lines of Sunnyslope Avenue and Veranda Drive,break lines can be used,so as to show the relation of those streets to the subject site. 6.) A detail of the 12,000 gallon UST Tanks (as well as its depth) should be included on the plans. The Notice of Intent mentions that it is included in the site plan The detail was not included on the site plan. 7.) The location of the 24"perforated pipe in a bed of stone should be included on the plan, A detail of this should be submitted as well as its depth that it will be placed in the ground. We recommend a test pit in the location of the 24" perforated pipe as well. 8.) The plan should include the rim and invert elevations of the proposed Drain Manholes. The plan should also include details of the Drain Manholes and the Catch Basins. 9.) A detail, if need be, should be submitted of the silt sack to protect nearby existing catch basins. 10.) The 100'buffer from the wetlands should be labeled on the Grading&Utility Plan. 11.) There should be a proposed 88'contour north of the proposed building. If you have questions please do not hesitate to contact this division. 11a ' erely, Sincerel :. -F es T. Daley, P.E. Van oyannakis Town Engineer Civil �gineer I Mcn&eeftdca I S.wpd MEMO To: Planning Board From: Sergeant Donald Galler SS Subject: Site Plan-O'Connell Conv us.1801 Main Street Date: June 16, 1999 Roadway: Main Street is a State Highway that is heavily traveled by both commercial traffic and commuter traffic. Traffic is also affected by patrons of Riverside Park. Main Street is a paved roadway with the north bound lane being appr. 13 feet wide and the south bound lane being appr. 12 feet wide. Both sides of the roadway have break down lanes that are 6 feet wide. Visibility: The visibility is unobstructed in both directions for traffic pulling out of 1801 Main Street. Lighting: There is a street light located across the street from 1801 and there is another street light located appr. 200 feet to the south of 1801. There are numerous businesses in the area that provide commercial lighting. Traffic Controls:None Present. Sidewalks:None.present. School Zones: James Clark Elementary School and Borgatti Field are both within one mile of the site. Playgrounds: James Clark Elementary School and Borgatti Field are both within one mile of the site. Parking: There are 8 parking spaces with one designated Handicapped parking space on the site plan. This complies with the Town of Agawam Handicap parking ordinance. Traffic Unit Impact Estimates:None provided. TOWN OF AGA WAM 36 MAiv STREET AGAWAM, MASSACHUSETTS 01001 . TeI. 413-786-0400 MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fir ept. FROM: Planning Board /DATE: June 1, 1999 SUBJECT: Site Plan - O'Connell Convenience Plus - 1801 Main Street Please review and comment on the attached Site Plan for O'Connell Convenience Plus at 1801 Main Street prior to the Board's June 17h meeting. Thank you. 1_ DSD:P rk lie, �v�_ 7: Vl eooL'erg LA.S l >n ReKAp •f-�� Sq Fe - D F � f-+2 t4lK S D Fr 16aJ61 of- 1AiS S - C19e. 710 a. Sftze o-V log Oki 0 TOWN OF AGAWAM -,� ; 36 MAIv STREET AGAWAM, MASSACHUSETTS 01001 Tel. 4134 T 86-0400 � MP MEMO TO: Building Inspe r, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: June 1, 1999 SUBJECT: Site Plan - O'Connell Convenience Plus - 1801 Main Street Please review and comment on the attached Site Plan for O'Connell Convenience Plus at 1801 Main Street prior to the Board's June l 7a' meeting. Thank you. DSD:prk 3 •— �sti1. . JUN + 1999 AGAINAM BUILDING DEP7 of FAVOP " � S .4 0. v vs I. Ifl`` l ICI Q � !�. do �94- 45!) 06 Vol o s I Ilia z _ �I /fig - - 17� �d, do ,� -- - - --- � lr (4-7-r} d, oo 5%A 7 Q• Od Z55- 04s -- • t5 L4.z�)�� 6to 6449 7e _ � uJ AV vei3 9 Z-C)- 0,Ig,7 14 e;f, Z �1 Cf 25 L� i 4 I+ r 1 1 A-;S &� 14-5 1AA/-- 9 �: �i A TOWN OF AGAWAM oil 36 MAIN STREET AGAWAM, MASSACHUSETTS 01001 y Tel. 413-7 g6-0400 � Mp MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: June 1, 1999 SUBJECT: Site Plan - O'Connell Convenience Plus - 1801 Main Street Please review and comment on the attached Site Plan for O'Connell Convenience Plus at 1801 Main Street prior to the Board's June 17' meeting. Thank you. DSD: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 Planning Board t Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business O ' Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 I Name of Applicant/Owner 0 ' Connell oil Associates Address 545 Merrill Rd Telephone 413-499-4800 3. Name of Decker & Company, Inc . Address 33 Park Plaza , Lee , MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100' canopy with four pump islands; one with a diesel dispenser . 12 parking:•s. ces shown ' Revised 11/06/98 if. I a VA1dP - Ir I�. �jj 6f, 1 •;, j J r I I" Dc �a l Z) 6, isq g X(- 4, -7 3j¢ CYS ors— Cs;zs,��. 6Z�s�G� 1 of �- �� 1411A "Z? VWOP ,�,' q�C zs�(6, i8q g � 11 = 4, - C'�� J (s:7,$) �.V,00 7--S)7 (�O, 6 z 05-A C-) . 1 7 I. ' III „ s5 �.Oa��q zSJ(�dl). 6z05Ae-) vblo/4- aS - i - i � i } I� 1 ZZo Q � Y!� ('�omv'- y Q s7 06AA dal CP -16 JS 1 .. 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Name of Applicant/Owner O ' Connell oil Associates Address 545 Merrill Rd Telephone 413-499-4800 3. Name of lagmea=y Decker & Company, Inc . Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x- 100' canopy with four pump islands ; one with a diesel. dispenser . 12 parking spaces shown Revised 11/06/98 i FF AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board f Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business O' Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner_ O' Connell Oil Associates Address 545 Merrill Rd Telephone 413-499-4800 �;`v '4e 3. Name of Decker & Company , Inc. Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100, canopy with four pump islands ; one with a diesel dispenser . 12 parking spaces shown Wf Revised 1 1/06/98 �' AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 0 100 1 1. Name of Business O' Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner O' Connell Oil Associates Address 545 Merrill Rd Telephone 413-499-4800 �p,u�& C TY.�B. c ^ .3. Nameof eckerompany , Inc . Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100' canopy with four pump islands; one with a diesel dispenser . 12 parking spaces shown Revised 11/06/98 AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business O 'Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner O' Connell oil Associates Address 545 Merrill Rd Telephone 413-499-4800 3. Name of Decker & Company ,, Inc . Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100' canopy with four pump islands; one with a diesel dispenser . 12 parri -�spaces shown Revised 11/06/98 :� AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business O' Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner O 'Connell Oil Associates Address 545 Merrill Rd Telephone 413-499-4800 3. Nameof Decker & Company, Inc . Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100, canopy with four pump islands; one with a diesel dispenser . 12 parking spaces shown LLI/J06198 8 199g 4�� 2 AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board .r Office of Planning and Community Development 36 Main Street Agawam, N4A 01001 1. Name of Business)„O' Connell Convenience Plus (shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner O' Connell Oil. Associates Address 545 Merrill Rd Telephone 413-499--4800 3. Name of Decker & Co mpa ny, Inc . Address 33 Park Plaza , Lee , MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100' canopy with four pump islands; one with a diesel dispenser . 12 parking spaces shown • MAY 2 8 1999 Revised 11/06/98 '` FF AGAWAM PLANK NG BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board f Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business O ' Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner 0' Connell oil Associates Address 545 Merrill Rd Telephone 413-499-4800 3. Nameof Decker & Company, Inc . Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100' canopy with four pump islands; one with a diesel dispenser . 12 park' spaces shown , ; Revised 11/06/98 AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning Board f Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business O' Connell Convenience Plus (Shell ) Address 1801 Main StAgawam, MA 01001 2. Name of Applicant/Owner O 'Connell Oil Associates Address 545 Merrill Rd Telephone 413-499-4800 3. Name ofFee Decker & Company, Inc . Address 33 Park Plaza , Lee, MA 01238 Telephone 413-243-4083 4. Please give a brief description of the proposed project: 2720 SF Convenience store w/ drive up (Donut Shop) and retail gasoline sales . 28 x 100' canopy with four pump islands; one with a diesel. dispenser . 12 parking spaces shown Revised 11/06/98 i i i i IOC R- - C� -- - LOG # BOX DOCUM ENT# GENERAL NOTES SITE DATA PARKING CHART 1 . EXISTING BUILDING TO BE REMOVED, 2� INSTALL (1) NEW 40' X 68' (2720 SQ. FT.) CONVENIENCE STORE. ITEM REQUIRED PROPOSED- DRIV THRU RESTAURANTS (SECT. 180-44. H) I INSTALL (4) NEW 5' X 15' ISLANDS WITH (1) NEW MPD PER ISLAND. LOT AREA LOT WIDTH - 4. INSTALL (1 ) NEW 28' X 100' (4) COL. OVERHEAD CANOPY. FRONT STBK 35' 35' REQUIRED PROPOSED 5. INSTALL (2) 12,000 GAL. UNDERGROUND STORAGE TANKS. REAR STE3K 25' 24'-4-p- SIDE ST8K 5T_ 0, 50 SPACES 8 SPACES 6. INSTALL NEW CURB CUTS AS SHOWN. BLD'G HGT. 3 STORIES 1 STORY MAX LOT 50% COVERAGE 5. UNDER CONTRACT TO PURCHASE BY : O'CONNELL OIL ASSOCIATES INC. MAX NO, OF 545 MERRILL ROAD BLD'G STORIES PITTSFIELD, MASS, (413) 499-4800 OWNER: PEARSON C. WRIGHT III 14 CATHERINE LANE SUFFIELD, CT. 06078 10 X 10' DUMPSTER W/ RUSKIN AVENUE 6' HIGH STOCKADE FENCE APPLICANT: DECKER & COMPANY, INC. AND SPRING LOADED GATES. 33 PARK PLAZA P. 0. BOX 258 ...�FENCE OVER PROPERTY LINE .5' INSTALL NEW STOCKADE EXIST CHAIN LINK LEE, MA 01238-0258 FENCE @ PROPOSED P FENCE TO REMAIN (413) 24_�-4083 X x 173 - 50 ' S 13" - 331 - 5711 w 1 .5' X X.— X 6. PROPERTY INFORMATION: ZONING DISTRICT- BUSINESS "A" TOTAL LAND AREA: .687 ACRES 0.45'FENCE ON PROPERTY < 7. SURVEY DATA TAKEN FROM SURVEY PREPARED BY DONALD J. SMITH C) MASSACHUSETTS LAND SURVEYOR NO. 31380, TITLED "PLOT OF LAND m LO LOT 2, DATED JUNE 1997. X M V) Lj_j LLJ LL_ V) SCOPE OF WORK NOTES U-) z (0 X 1. PRIOR TO DEMOLITION AND/OR CONSTRUCTION, CONTRACTOR SHALL _j D 4m CALL "DIG-SAFE", 1 -888-344-7233, AND HAVE ALL UTILITIES 0 MARKED ON THE GROUND. 2. ALL WORK SHALL CONFORM TO THE TOWN OF AGAWAM STANDARDS. => _j LO 3. ANY OFF-SITE LAND DISTURBANCES CAUSED BY THE SITE OR BUILDING CONTRACTOR SHALL BE RESTORED TO ITS ORIGINAL LIGHT PAC 5' CONDITION. 40' 0' REQUIRED 28 28' 38'-g" SIDE BUILDING 4. IT SHALL BE THE RESPONSIB)LITY OF THE GENERAL CONTRACTOR Ix TO NEUTRALIZE AND STABILIZE SITE DURING ANY DELAYS FOR SHORT SETBACK OR LONG PERIODS OF T�ME- 0' REQUIRED— SIDE BUILDING MENU 8D. SETBACK 18, 0 co x - CONTRACTOR SPECAL NOTES Ln U) ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL FEDERAL, PROPOSED T_ STATE AND LOCAL CODES, RULES, REGULATIONS. WHERE THESE 10' CONFLICT WITH THE PLAN OR THE SPECIFICATIONS FOR THE WORK ANY 2720 SO. FT. SUCH CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF THE SITE x 00 ENGINEER PR�OR TO STATION SHUTDOWN. CONVENIE�ICE b STORE WITH 0 — — — — — — — — — - CONTRACTOR 'WILL PROVIDE LICENSING INFORMATION FOR BUILDING AND DRIVE THRU 0 1 00 ELECTRICAL PERMITS AS NECESSARY. V 12,000 GAL, 0 THE CONTRACTOR SHALL NOTIFY THE BUILDING DEPARTMENT, FIRE %� L - - — — — — — — — — — — DEPARTMENT, THE SITE ENGINEER, AND THE STATION OPERATOR WITH < z THE STARTING DATE OF WORK. gk. / 0 x 00 THE CONTRACTOR SHALL CALL "DIG-SAFE," (1 -888-344-7233) TO FIND F - - - - - - - - - - - I THE LOCATION OF ANY BURIED LINES. IT IS THE RESPONSIBILITY 12,000 GAL. 14 r. '. 0 OF THE CONTRACTOR TO LOCATE ANY BURIED LINES. ANY DAMAGE TO 12' 2'. L — — — — — — — — — — Q0 THESE LINES DUE TO EXCAVATION WILL BE THE OBLIGATION OF THE Lj L CONTRACTOR, 00 C) 00 LIGHT PAC IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NEUTRALIZE AND STABILIZE S�TE DURING ANY DELAYS FOR SHORT b 'U-) X_ OR LONG PERIODS OF TIME, C%j 04 PAVING AND CONCRETE MAT TO RE PUT BACK TO O'CONNELL STANDARDS. SAW CUT TRENCH PATH TO BE LAYOUT. Ln 14'-9" Li z 7N bi V) m U_ 43'-11 0 < U) 0 m STBK. Ln Li _0 V) _j PROPOSED 106 SO, FT. FREESTANDING SIGN 28' Ln M Cn —A I 176 . 077 S� — 20 Tr E 101 2 lu At LO Ln all 30'-9" 42'-4" 30' PROPOSED DRIVE PROPOSED DRIVE EDGE OF ROAD 28' EDGE OF ROAD O' Connell Oil Associates — — Convenience Plus MAIN STREET SITE PLAN. FOR GRAPHIC SCALE 1801 MAIN STREET Tu AGAWAM , MA. 10 0 5 10 20 40 DATE: 5-27-99 (IN FEET) -0" DECKER & COMPANY SCALE: 1 "=10' 33 PARK PLAZA 1 INCH 10 FEET L) DR. BY: S.P. S - 1 FILE: OC901 PLMTING NQTES: 1. ALL PLANTS TO BE TRUE TO SPECIES AND SHALL CONFORM TO LATEST A.A.N STANDARDS. 2. PLANTS TO BE IN TOP OF SIZE CLASS AFTER SHEARING AND PRUNING. 3. PLANTS TO BE FREE FROM DISEASE, INSECT INFESTATION AND MECHANICAL INJURY IN ALL RESPECTS, SUITABLE FOR CUSTOMER PLANTING. 4. ALL PLANTS TO BE FULLY GUARANTEED (LABOR & MATERIAL) FOR A PERIOD OF ONE (1) FULL YEAR FROM THE DATE OF INSTALLATION. 10 X 10- DUMPSTER W/ 5. ALL PLANTING AREAS TO BE FULLY PREPARED PRIOR TO PLANTING AND RUSKIN AVENUE 6' HIGH STOCKADE FENCE SHALL HAVE GEOTEXTILE FABRIC, TYPAR" OR EQUAL, ON ALL PLANTING AND SPRING LOADED GATES. AREAS. 6. MULCH ALL PLANTING AREAS WITH A MINIMUM OF 3" OF SHREDDED PINE E OVER PROPERTY LINE 1 .3' INSTALL NEW STOCKADE BARK MULCH. X = FENCE 0 PROPOSED PL. EX. CHAIN LINK FENCE 173 . 50 ' S 13" - 33 ' - 57 " w 7. SEEDED OR LAWN AREAS SHALL HAVE A MINIMUM OF SIX (6) INCHES OF X x X x— x GOOD QUALITY LOAM. X X x PLANT L*T NO. QTY� BOTAN�CAL NAME COMMON NAME SIZE 1 7 EUONYMUS "EMERALD 'EMERALD GAILly. 18"-24" GAIETY" EUONYMUS 2 8 DENSIFORMIS TAXIJS DENSE SPREADING YEW 18"-24" 3 10 CATAWBIENSE CULTIVARS CHECKMATE RHODRENDRON 18' — 24"1 4 6 AZAL BIXBY AZALEA 24' — 30" 5 12 BERRERIS THUNE31FREGII 'CRINISON PYGMY* DWARF 15"— 8" ATROPURPUREA N6NA JAMESE ED MEBERRY MENU BD. i-n 10, - - - - - - - - - - - 12,000 GAL, 0 00 — — — — — — — — — — — < C) 00 F 12,000 GAL. 0 L - - — — — — — — — — — — — 00 CD Ln 0 U� PROPOSED 106 SO. FT. FREESTANDING SIGN AAL 0 o;=% 0 Alm 0 0 0 0 176 . 02 N 130 - 19 ' - 20 " E ID O' Connell Oil Associates Convenience Plus MA � N STREET cc LANDSCAPE PLAN FOR GRAPHIC SCALE 1801 MAIN STREET AGAWAM , MA. CD 10 0 5 10 20 40 CD DATE: 5-27-99 CD DECKER & COMPANY (IN FEET) SCALE: 1"=10'—O" ARK PLAZA Lf) 33 P =n 1 INCH 10 FEET S - 3 BY: D.E.A. MAI DR� ILEE FILE: OC901 r PROTECTIVE STEEL POST MENU BOARD 68' rni 13' DRIVE UP s WINDOW r ,� ELECTRIC Yg t O _ STORAGE - ----�---- -_� ---- —� WALL LIGHT PACK r Y ST RA E +E+Nd �'�rn i J �+ A8r '' ri a i N � r LJ 10'--4" 30 3 DR. FREEZER � r 7 DOOR COOLER w I OFFICE cn CIGARETTE DISPLAY 5' o <r I 3'-6" ATTENDANT AREA 3, 8, ?s DISPLAY � s C 6' i DISPLAY DISPLAY DISPLAY • I a. e S O' Connell Oil AssociatesCP Convenience Plus FLOOR PLAN T FOR o . 1- 80 1 MAIN STREET CDAGAWAM , MASS . •;E CD CD DATE: 9--21 —98 DECKER & COMPANY ' CD SCALE: 1/4"V—0" 33 PARK,PLAZA LO DR. BY: C.E.S. . LEE A ro o FILE: OC901 r� cv DARK GREY PANELS 1 >, 8" LIGHT GREY PANELS n F@aCONNELUS � N N R s T Jai 18'-6" '-4 16 7'-5" 6 B' 5' 40' YELLOW WAINSCOTT _.RIGHT SIDE ELEVATION REAR ELEVATION WALL LIGHT PACK TYPICAL 43 PLACES i 901PCONNELL 's PLU El MENU BOARD I �• 3 40' 5' 68, ERONT ELEVATION LEFT SIDE ELEVATION PROTECTIVE STEEL POST t x O ' Connell Oil Associates ti Convenience Plus ELEVATIONS; FOR 1801 MAIN STREET Q U C AGAWAM MASS . Q rn ci DATE: 5-27-99 DECKER & COMPANY SCALE: 1/4"-1 '-0" 33 PARK,PLAZA LO 3 DR. BY: D.E.A. LE A - 2 FILE: OC901 .......... (36) SURFACE MOUNTED 400 WATT METAL HALIDE CANOPY LIGHTS 100' 13" 1. 7 1 /2 rt, Eh 4_j L+j L+_j 0 r 7 r-h cc (3) WALL LIGHT PACK DETAI` CD Lamp Line Lurninaire FT-1 rh Ff-I PP Distribution Wattage Light Source" Lens, Voltage F-inish Options L_j LP LP I EG WO-WIDE BEAM 150 MH Metal Halide PG-PRESSED MASS LENS 1120v BRZ-B"ZE NO No Options 175 won (24) TYPICAL CANOPY LIGHTING LAYOUT ORDER NUMBER FOR LUK41NAIRES EG-WB- 1 75-SMH-PG-MT-BRZ-WG PHOTOMETRIC DATA 150W HIGH PRESSURE SODIUM (WIDE BEAM DISTRIBUTION) MTG. 2MH HT. A 8 C D E F G 3MH 1MH 0 12' 13.891 5.56 2.781 1.39 .56 .28 .14 3MH 14' 12.201 4.08 2.04 1.02 .41 .20 AD 16' 7.811 3.13 1.56 .78 .31 .16 .08 2MH 18 6.171 2.47 1.23 .62 .25 .12 06 20 5.00� 2.00 t-DO .50 .20 .10 05 22 4.131 1.65 .83 1 .41 .17 .08 .04 K 1MH 24' 3.47 1.39 .69 35 .14 .07 .03 2MH 26' 2.96 1.18 .59 , .30 .12 .06 .03 [__ EATURE `_S_ -- LS1 RICHMOND SERES -N,66 3MH 28' 2.55 1.02 51 .26 .10 .05 .03 HEAVY MASTIC 4MH 30' 2.22 9 - 44 -.22 .09 .04 .02 One-piece aluminum SHELL SPEC (L% FRONT 5MH LUMEN RATING 16,000 housing. Corners are welded High power factor MH REFERS TO MOUNTING HEIGHT and finished to produce a type CWA ballast is clean. sharp appearance while designed for minus 20 increasing housing strorm7th OMPY DEOX degrees Fahrenheit 2 X 2 X 1/8- ANGLE SUPPORT TYPICAL AT EACH LIGHT FIXTURE. #DA1 and ensuring *ecther-tight operation. The ballast is --- --------- construction. One-piece mounted to housing construction eliminates the reinforced plate which r !�7\ worry of moisture entering ensures maximum heat from poorly gealiel side sinking for long life. panels. 31" X W" X 20 GA. EMBOSSED WHITE ACRYLIC STEEL DECK #1CD1 Porcelain sockets feature spring-reinforced contacts for A one-piece, symmetrical reflector is WHITEWAY RIVIERRA SERIES 40OW-240V LIGHT FIXTURE �or�q life. Avoilab�e lenses standard. nWITH WHITE FNrSH, LAMM AND LENSES, �nclude a molded dropped Continuous one-piece EPOM gasket (24) LIGHT FIXTURES REQUIRED prismatic acrylic, a dropped for maximum sealing. p,ismatic polycorboncte and a A single, captive door fastener allows C`3 diffused flat tempered easy access without loose hardware qla,q 7Ne dropped prisrnat�c Standard finish colors far the Most" LIGHT FIXTURE DETAIL(RECESSE� acr ylic io�lows for iniform Series are white and bronze. Consult ground patterns, whi�e the factory for lead firine on black, cocoa polycarbonate �s an ideal platinum, and van0la finishes. choice for high-vonclo��srn Dura-Grip(trn), our revolutionary superior areas. Each lens has two baked-on polyester-powder finishing loyer5 of silicore sealant process, gives the fixture and an The Masters Serie5 is designed exceptionally attractive oppearance. This to util�ze any of the fol�ow�ng unique po�yester protection lets the Lumimir Lamp Line Luminaire lamp types: High Pressure Proix e Distribution Light Source* Lens Options f. fixture withstand extreme weather Wattage Voltage Finish Sodium Super Metal Halide, or changes without cracking or peeling. Metal Halide. Consult factory Finish is guaranteed for five I`L��l years, MA S - Symme'ricol 400 MH Metal Halide F-Clear Fkrt Tempered 120v Non-Standord: NO No Options for Deluxe Mercury Vapor 1 400 Watt Glass WHrFE order requests, NOTE� The Masters luminaire can be I 23" flush mounted to metal or concrete L I E UL Listed for wet Iocations surfaces. For combustible surface mount, allow 1/4" minimum space from ceiling. ORDER NUMBER FOR CANOPY MA-S-400-MH-F- 1 20V-Xxx-NO LIGHTING CANOPY LIGHT DETAIL 3MH 2MH 1MH 0 4MH PHOTOMETR� C DATA 3MH 40OW Super Metal Ha�ide (Symmetrical Distribution) 1 000"'-0.- 2MH Mtg Ht A B C D E F G 1MH 12 55.56 27.78 13.89 5.56 2.78 1.39 .56 1 _14 40,82 20.41 10.20 4.08 2.04 1.02 .41 0 16 31�25 15.63 7,81 3.13 1.56 .78 .31 f3 A*%ft 18 24.69 72.35 . 6.17 2�47 1�23 .62 �25 1 D 20 20.00 10.00 5.00 2.00 1.1)0 .50 .20 F_ E Ilk "'Ift IMH 22 16-53 8.26 4,13 1.65 .83 .41 .17 24 13.89 6.94 3.47 1.39 .69 .35 .14 O ' Connell Oil Associates / 2MH 26 11.83 5.92 2.96 1,18 .59 �30 .12 ji . 1 .1 . 1.02 .51 .26 .10 onvenience us 30 1 8.89 1 4.44 2.22 1 �89 �44 .22 .09 3MH LUMENS RAT�NG 40,000 MH REFERS TO MOUNTING HEIGHT 4MH LIGHTING P L N ru FOR 1801 MAIN STRE.ET AGAWAM , MA. CD PHOTOMETRIC DATA mom� CD DATE: 5-27-99 DECKER & COMPANY SCALE: 1 "= 10'-0" 33 PARK PLAZA D R, BY-. S.P. ILEE MA� ro FILE: OC901 5'-9 SIGN CHARTS FOR BUSINESS A 0 I @0"CONNELL"S "T" N Sheli hel NO. QTY. ALLOWED EXIST PROPOSED SIZE SQ. FT. TOTAL 89 SO. FT. EACH (8) TOTAL -BUILDING SIGN 18 SO. FT. EACH (2) TOTAL 9 SQ. FT. EACH (8) TOTAL 1 1 25% OF FRONT WALL NA SHELL 6'X6* 36 SQ. Fr. 18.5 SO. FF. 2 1 140 SQ. FT. PRICE POD 6'X6' 36 SO. FT. 2' 18" ISLAND SIGN FREESTANDING 3. IMAGE LOGO 2*X6' 12 SO, FT. 4 INTERCHANGABLE LOGO 4'X6' 24 SQ. Fr. misc. 4 SQ. FT. �0_ 4 SQ, Fr. EACH (2) TOTAL TOTAL: SQ FT CANOPY SIGNS SPANDREL SIGNS NO, OTY. ALLOWED EXIST PROPOSED SIZE SQ. Fr.(TOTAL) CANOPY 13) 2 25% OF FRONT WALL NA SHELL 2' X 9' 72 SO. FT. �Z 2 10% OF SIDE WALL SHELL PECTIN 2' X 2' 8 SO. Fr. 100.8/360 SO. FT. TOTAL: 80 SQ.FT. 6'-5' 3'-6" 15' 9" 3'-0 1/2-, N& QTY. ALLOWED EXIST PROPOSED SIZE SQ. FT,(TOTAL) 8 NA SHELL 5'9"x 1'6" 69 SO. FT� SPANDELS @O'CONNELL143 4Q"� 18"x 18" 18 SQ. FT. C-4 SHELL PECTIN 8 SELF/FULL END 8"X V-4" 7.12 SO. FT. ISLAND SIGNS TOTAL: 94.12 SQ.FT. BUILDING SIGN . ( SIDE ) DRIVE THRIJ SIGN EXTERIOR MENU BD . 44.89 SQ,FT, 4.30 SOFT. 18.39 SOFT, NO. QTY., ALLOWED I EXIST PROPOSED SIZE SQ. F-T.(TOTAL) FRONT (D 1 25% OFFRONT WALL NA BUILDING SIGNS 2' 4" X 3 0 6 44.89 SQ.FT. BUILDING 140 SQ� FT. 2' 4" X 15' 9" TOTAL FRONT 44.89 SQ.FT. SIDE (2) 1 10% OF SIDE WALL NA BUILDING SIGNS 1 1' 8" X 1' 7" 37.0 SO.FT. 222.5 SQ. FT. 6' 5 1/2" TOTAL SIDE 37.0 SQ.FT. REAR T T 1 257. OF REAR WALL NA BUILDING SIGNS 2' 4" X 3' 6" 44.89 SQ.FT. .SHELL PECTIN 2' 4" X 15' 9 RED- BACKGROUND 140 SQ. FT, YELLOW- PECTIN TOTAL REAR 44.89 SQ. FT. 36 SQ, FT. i TOTAL: i 126.78 SO. F1 Cash or 7 Credit N 0. QTY. ALLOWED EXIST PROPOSED SIZE SQ. FT.(TOTAL) PRICE POD -ED 1219 S�TE S�TE YELLOW- BACKGROUND —131" �a BLACK-LETTERS (D 1 25% OF FRONT WALL NA MENU 3' 1/2" X 1' 6" 4.3 SQ.FT. 36 SQ. Fr. Nroded 1419 140 S Q. FT. DR�VETHRU 6' 5" X 2' 9 1/2" 8.15 SQ.FT. V 04 1 .IMAGE LOGO TOTAL� 1 12.45 SO-FT. 12 SQ, FT. @O'CONNELL'S elm p PL4j9 INTERCHANGABLE LOGO DWE THRU 2 4 SQ, F7. WDLEM MISC. SIGNAGE 4 SQ. FF. ALL SIGNS TO BE INTERNALLY ILLUMINATED BOLT PROJ TION O ' Connell Oil Associates/ 10' Convenience Plus dN@ FROM PROPERTY LINE TO COLUMN FREE - STANDING SIGN. SIGN DETAIL 108 SQ. F7. TOTAL FOR 1801 MAIN ST AGAWAM , MA DATE.- 5-27-99 DECKER & COMPANY SCALE: 1 /4"= V-0" 33 PARK,PLAZA - 2 F DFR. B�Y- C. B. S�,P. LE mA1 L F E 0 FILE: OC603 28' CANOPY 14' 14' 10T Shell _.._.� Shell00 2,25 S0. FT. INTERNALLY 9.0 SQ. FT.INTERNALLY ILLUMINATED 2.25 SQ. FT. INTERNALLY ILLUMINATED SHELL SPANDREL SHELL SPANDRAL SIGN, LOCATED ILLUMINATED SHELL SPANDREL Ic SIGN LOCATED ON BOTH - 9.0 SQL MINTERNALLY ILLUMINATED ON EACH SIDE OF SPANDREL SIGN LOCATED ON BOTH SIDES OF SPANDRAL SHELL SPANDRAL SIGN, LOCATED (1 SPANDRAL PER ISLAND ON EACH SIDE OF SPANDREL SIDES OF SPANDREL (1 SPANDRAL PER ISLAND) 15' LEFT ELEVATION, RIGHT ELEVATUN. SCALE 1/8 1'--0" SCALE 1/8"= 1'-0" 100' g,-0„ CANOPY 2 QD 4 SO. I T. SHELL i PECTINS,BOTH BACK EDGES 18 SO. FT. "SHELL- SIGN. BOTH FORWARD EDGLS- SELF/FULL END ISLAND SIGNS LOCATED AT EACH END OF ISLAND WHITE LETTERING RAMOCO LIGHT GREY AGGREGATE PANELS ON BOTH SIDES I 10' 5' 2 0' 5' 2 0' 5' 20' 5 10' FRONT ELEVATION SCALE 1/8"= 1'-0" O ' Connell oil Associates / Convenience Plus 60 U CANOPY ELEVATIONS ro F FOR 1801 MAIN STREET U AGAWAM , MASS . ATE: 5--27-99 DECKER & COMPANY 7 n SCALE: 1/4"=� �-O�� 33 PARK PLAZA - 2 DR. BY: D.E.A./S.P. LE MJ M ILE: OC901 10, //_ 6" DIA. BOLLARD POSITIVE UMITING BARRIER DETAIL BIT. CORC. PAVEMENT OR 6" CONCRETE SLAB WITH O.C. 6X6 WIRE MESH 12" DIA. X 4*-8" DEEP CONCRETE FOOTING (TYP. 5—PLACES) FINISHED FLOOR TREATMENT 1A CD CIE ELEVATION MD 5"X5" TREATED CEDAR POSI'S CHAMIFFRED TOP 18" DIA. X 4'-0" DEEP OR EQUAL A CONCRETE FOOTING DOOR 1 da-,0 (TYP. 2—PLACES) 04 4' QUARRY TILF copvc. 5"X5" TREATED CEDAR ot POSTS (TYP.) 0. MORTAR THRESHOLD p 1"X4" CEDAR ND PRE ASSEMBLED 6' HIGH BOARDS STOCKADE FENCE AND GATES NNY NOTE, THE POSTIVE U10fTtINIG BARRIER TO Eff 5 CONT�NUOUS SQUARE OR V GROOVES 3/4-X3/4"DP. ON 4-3/4- CENTERS WITH FiN6HED FLOOR FLEVAT�ON CROSS INTERCONNECTING GROOVES, EQUALLY SPACED ON MIN. 5"X5" TREATED CEDAR 12" MAX. 48" CENTERS. THE OUTSIDE GROOVES TO BE AT LIMIT POSTS (TYP.) 2"X4" CEDAR OF HAZARD PROTECTION AREA AND THE POTENTIAL SPILL AREA BACKING, RAILS, TO BE WITHtN THIS PROTECTION AREA- GROOVES MAY BE SAWCUT 3" SQ. STEEL TUBING DOWELLED EUD, THRESHOLD D F74 L OR SCORED INTO CONCRETE MAT. GROOVES MUST BE KEPT CLEAN 3/PANEL AT ALL TIMES, (4) 5/8- ADJUSTABLE HINGES SLOPE 1�20 MAX LOCKING GATF LATCH (2) 36" LONG 3/8' STEEL 12" MI4 RODS. DRILL HOLES IN CONCRETE TO LOCK GATES IN OPEN AW) CLOSED POSITIONS. GROUND SURFACE X X, N LEVEL AT DOOR WAY '\,A\ A AN A 1/2" SO. STEEL TUBING (SHOP WELD ALL JOINTS) 6" REINFORCED CONCRETE SLAB 0 5% SLOPE MAX. 2% CROSS SLOPE MAX, 18" DIA. CONCRETE FOOTING (TYP i7u— —h 1 1 2 PLACES) DUMPSTER ENCLOSURE FIELD VERIFY TO __404� 00.00 TC MA.INTAIN 1:20 MAX SLOPE STEP 99.50 1 BC 7" MAX. TO GRADE (MASS.. S- 13 BUILDING CODE). — SERVICE ENTRANCE CAN HAVE STEPS. STOCKADE FENCE DETAIL — WHEN SECONDARY MEAN OF EGRESS IS REQUIRED N.T.S. 0 PROVIDE ADEQUATE DRAINAGE THEN THIS EXIT MUST MEET, HAND�—CAP u TO AVOID UFT BY USING RULES AS WELL. NOTES.- CRUSHED STONE BASE W/DRAIN UNDER CONC. WALKWAY 1, ENTIRE FENCE SHALL BE OPAQUE IN C01OR (COLOR TO BE DETERMINED). 2, FENCE TO TAPER TO 2-1/2' HIGH WITHIN WALK WAY AT BUILDING 50' OF ANY STREET. 8' co HANDICAP VAN PARKING O ' Connell Oil Associates SLOP. PARKING SPACES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. Convenience Plus PARKING NOT TO SCALE -FAI LS SITE PLAN DE S- 13 FOR 1801 MAIN STRE7T AGAWAM , MASS . C-) DATE-, 5-27-99 DECKER & COMPANY —0" SCALE: 1 /4"=l ' 33 PARK.PLAZA Ln — 5C"n DR. BY: D.E.A./s.p. LE MA TS ro FILE: OC901 TANKS YARD CAPACITY YARD SLOP_E___ CANOPY -LEGEND A 12.000 FUELING 8 MAT LESS rKM 'JX I. 160' HIGH TEMP AUTOMATIC THERMOSTAT INTERCONNECTED TO nRE B 12,000 STACKING 4 PAVING SAME SUPPRESSION SYSTEM, CENTER OF EACH ISLAND ABOVE DISPENSERS WITH C DIES. 4,000 18" X 18" X 2* SHIELD RUSKIN AVENUE PARKING 8 ENTRANCE SAME 2. CURVED MIRRORS WHERE REQUIRED 3. INTERCOM SPEAKERS AT EACH COLUMN WITH MASTER CONTROL LOCATED UNLOAD 1 AREA LIGHTING -----(DSELF-SERVE NO SMOKING SIGN AT CENTRAL CONTROL AREA x x 173.�Q�_S 13*-33'-57" W E (�O) (TO INCLUDE EMERGENCY PROCEDURES) 4. OVERHEAD FIRE SUPPRESSION PIPING GALVANIZED SCHEDULE 40# (SUPPLY) 5, DRY CHEMICAL CYLINDERS AS REQUIRED BY MANUFACTURER OF SUPPRESSION SYSTEM WITH REFERENCE TO U/L APPROVED NSTALLATION (k) Hold open clips shall not be allowed on seff-service dispensing nozzles J-1�b OVERHEAD FIRE SUPPRESSION AND MAINTENANCE MANUAL 28' EXCEPTION: Listed stage 11 vapor recovery nozzles that will only NOZZLE HEIGHT TO BE NOT PIPING SUPPORTED BY COLUMN 6. OVERHEAD FIRE SUPPRESSION PIPING GALVANIZED SCHEDULE 40# operate when the bellows assembly is compressed into the car fill pipe and LESS THAN 7'-0' AND NO' 0 r DISTRIBUTION wdl automatically shut off if the nozzle is removed from the fill pipe. MORE THAN 11'-0" ABOVE GRADE 7. N07ZLE (1) The use of automatic credit cord reading devices as a means of payment tNTERCOM 8. NO SMOKING TURN OFF ENGINE SIGN-AS-106 18' X 26" DOUBLE FACE at the pump island shall be allowed provided that-, CREATIVE SIGN CO_ TAMPA FLA. (1-800-237-4211) OR EOJAL 1, Each sale shall be individually authorized by the self-serve _X/ 9. GASOLINE DISPENSER CONTROL CONSOLE EQUIPMENT WITH COMPLETE attendant; DRY CHEMWAt CANISTER EQUIPMENT SHUTDOWN EMERGENCY MODE, U/L APPROVED F'� LC) 2. The outornatic credit card reading device shall not be used cis COLUMN MOUNTED physical authorization for the dispensing of motor fuel; and 10. HAND OPERATED 40-B1C FIRE EXTINGUISHER 1 The automatic credit card reading devices are included on plans 1 W' SENSOR THERMOSTAT LOCATED IN CENTER OF A 18'XIB'X2'DP. 11. CONTROL CENTER submitted to and approved by the MorSMI as descrIbed in 527 t 40' CMR 5.08(5)(i). HEAT COLLECTOR, LOCATED SAME HOGHT 12. FIRE SUPPRESSION STRIKE POINT (AIMING PONT) /"t\CANOFIY COLUMN AS NOZZLES AND ON CENTER LINE OF ISLAND 13. COLUMN LL; 0 14. GASOLINE DISPENSING PUMP, U/L APPROVED C*4 15. POSITIVE LIMITING BARRIER AROUND PERIMETER OF SELF-SFRVE GASOLINE EVERY LICENSED RETAIL MOTOR FUEL DEALER WHO OFFERS APPROPRIATE INSTRUCTIONS TO WANAW GASOLINE DISPENSING PUMP WITH DISPENSING AREA 4w 3: FOR SALE FROM BOTH FULL-SERVICE AND SELF-SERVICE OPERATE DISPENSER APPROVED AUTOMA11C CLOSING TYPE 16. SELF-SERVE GASOLINE DISPENSNG AREA MOTOR FUEL PUMPS OR OTHER DISPENSING DEVICES FROM NOZZLE AND WITHOUT A HOLD OPEN LATCH 17. APPROPRIATE INSTRUCTIONS FOR USE AT EACH SELF-SERVE DISPENSING PER CMR 5 08 5(K) T) In Ln WHICH MOTOR FUEL IS SOLD AT THE SAME LOCATION, SHALL NOZZLE CONC. PUMP ISLAND AND ST1. 18. DIRECTION OF TRAFFIC ISLAND FORM 6' ABOVE GRADE--\\\ BEYOND THIS PK)NT DISPENSE MOTOR FUEL FROM THE SELF-SERVICE PUMP OR NOZZLE NOT TO E)GEND 19. SAFETY BARRICADE, SUGGESTED MIN. 12* 0 X 3' D. P. CONC, FOUNDATION DEVICE FOR ANY OWNER-OPERATOR OF A MOTOR VEHICLE 0 X 30. W/4 HGT. STEEL POLE (WHERE APPLICABLE) 0 BEARING HANDICAPPED PERSON OR DISABLED VETERAN NUMBER POSn7VE LIMITING BARRIER 0 20, LIGHTING WITHIN SELF-SERVE DISPENSING AREA .1 PLATES AS DESCRIBED IN SECTION TWO OF CHAPTER NINETY. AROUND PERIMETER OF MAT 0 0 0 12,000 W L_ 0 (MGL C-94, S-295CC) (SEE DETAIL) 21. CONCRETE MAT I /CONCRETE MAT AT GRADE 12- 6' MIN. 22. FACILITY 7- L_L 23. MANUAL RELEASE LOCATED IN CONTROL CENTER, COI�WNI[FN7 TO AIMING' PT. ATTENDANT CN V-7 3/4' W-O" MAX. 8'-0" MAX. V-7 3/4" Ln UD 12,000 Q L. FACILITY TO BE FULL SERVE, SELF .-AIMING Pl. AIMING PT. 24. REMOTE RELEASE ENGINEERED BY FACTORY, INSTALLED BY AUTHORIZED FIRE SUPPRESSION CONTRACTOR (SPLIT-SERVE STATIONS ONLY) 01 QD 5`0' (TYP,) 10'-0" MAX. 10,-0" MAX. 1_� SERVE, OR SPLIT SERVE CONC. MAT ISLAND WIDTH CONC MAI NOTE 00 0 NOZZLE AND HOSE FROM EACH PETROLEUM PRODUCT DISPENSER SHALL I NOT EXTEND BEYOND POSITIVE LIMITING BARRIER No PETROLEUM UNL04a PRODUCT SHALL BE DISPENSED BEYOND POSITIVE LIM17'NG BARRIER 4w IT JS THE RESPONSIBILITY OF THF CONTRACTOR TO PROPERLY CONSTRUCT THE CONCRETE MATS ELEVATION AS TO GRADES AND POSITIONING OF POSITIVE S'_ALE 1/8. LIMITING BARRIER. _j NOTIQE A MEANS IS PROVIDED FOR THE CONTROLLING MECHANISM FOR THE CONSOLE OPERATOR TO OBSERVE THE FILLING OPERATION AT EA H V HICL THE I NSING OF MOTOR FUEL SHALL BE CONTINUOUSLY OBSERVED BY THE CONSOLE OPERATOR DURING THE TIME THAT ANY OF THE PUMPS HAVE BEEN ACTIVATFr TO DISPENSE MOTOR FUEL. 527 CMR 5.08: (5) (F) UNRELATED BUSINESS (VENDING AREAS, CONVENIENCE FOOD MART, AUTOMOTIVE REPAIR GARAGE. APPLIANCE AND HARDWARE STORES) AND SIMILAR BUSINESSES 176-02' N 17--197--720"' E GRASS AREA SHALL BE OPERATED BY OTHERS. 4F NOTIC IVIA�N STREET MASS. DEPT. OF PUBLIC SAELa - SIATE FIRE -MARSHAL'5 OFFIC ALL DISCHARGE PIPING, TEES, ELBOWS, UNIONS AND FITTINGS THAI ARE PART OF L�EL F SERVICE ISLAND SUF PLAN THE DISTRIBUTION SYSTEM OF THE DRY CHEMICAL PRE-ENGINEERED FIXED FIRE 1 20'-0" ---SPECIAL (8) NOZZLE SYSTEM EXTINGUISHING SYSTEM AT SELF-SERVE MODE MOTOR FUEL FACIL17iES SHALL BE COVERAGE FOR BOTH ENDS W/4 F� N N 0 8 NOZZLES STANDARD (2) 18"X18"X2'DP, rr UWAWFIX AM DAWAROUS TO DISKNSE 160 HEAT CASOUK [WrO ~PWVM COWANFRS COLLECTOR & SENSOR - FOR 15' 8' BATTERY RESERVE OR PNFUMATIC CD NOTIC MASS. ULPT. OF PUDILIC WM - SIAIE EIRE MARSH6L'5 OFFICE NO SMOKNG STOP MOTOR DURING FUELING OPERATION BY ORDER OF STATE FW MARSKAL n12 AIMING POINTS END NOZZLES 7'-6" 7'-6 SEE EXTENDED END 61;-7 a EACH PERSON ENGAGED IN THE INSTALLATION, SERV`ICING, CHARGING, RECHARGING, COVERAGE DETAIL 10'-0" RADIUS (TYP.) C> REPAIR, TEST, AND INSPECTION OF ENGINEERED OR PRE-ENGINCERI:D FIXED FIRE EXTINGUISHING SYSTEMS IN MASS. MUST HAVE A CERTIFICATE OF COMPETENCY ISSUED In BY THE STATE FIRE MARSHAL OF THE DEPARTMENT OF PUBLIC SAFETY `MGL c148 958 9 3 MAX 7 14 8 1 r) MASSACHUSETTS FIRE PREVENTION RULE 527 CMR 23.05 (13) RFOUIRES THAT EVERY PERSON HOLDING A VALID CERTIFICATE OF COMPETENCY, UPON DFKAAND, MUST 5--0- SHOW AND PERMIT THE EXAMINATION OF SUCH CERTIFICATE BY Tif MARSHAL, HEAD MAX MAX OF THE FIRE DEPARTMENT OR HIS DESIGNEES. 35'-0" 25'-0' MAX 0 CN 10'-0' MAX 15' 7'-6 7'-6 6 1 CERTIFY THAT I ELICITED THE I VIEW OF THE FIRE CHIEF OR HIS CHIEF OF 0EPARTMEN7 OR HIS COVERAGE D ETAI L 3 DESIGNEE ON THIS PROPOSED SELF DESIGNEE, HAVE RE�It NED THE NO SCALE SERVE MOTOR FUEL FACILITY. ATTACHED INFORMATV)N; AND NAME HAVE ACKNOWLEDGMFNT THEREIDF: DATE CITY/TOWN FIRE PREVENTION ENGINEER DPS DATE 23 7 8 1 5 6 �� FACUTY PLAN FOR STATE USE ONLY: NO SCALE POSITIVE LIMITING BARRIER DETAIL 15' 0C < 7'-6 10 10 0 1 CENTERLINE -1 OF NOZZLE CLUSTER 3/4- X 3/4- X 1- 00 CENTERUNE REDUCING TEE (T1) NOZZLE CILUSTER TI OF ISLAND N077LF CLUSTER PIPE u-1cr 3/4 U U5 6 19 6"MAX AIM POINT 3/4' X 3/4" X 1' 3/4- PIPE REDUCING TEE (T2) 10.-01 1, PIPE PIPING TO BE BALANCED WITH NOTE: THE POSTNIE LIMITING BARRIER TO BE 5 CONTINUOUS EQUAL NUMBER OF FITTINGS ON 1" PIPE SQUARE OR V GROOVES 3/4-X3/4-DP. ON 4-3/4- CENTERS WITH EITHER SIDE OF TEE. AND VARIATION \6' CROSS INTERCONNECTING GROOVES, EOUALLY SPACED ON MIN. COMPANY NAME: BETWEEN LENGTHS FROM EITHER SIDE OF 12" MAX. 48' CENTERS. THE OUTSIDE GROOVES TO BE AT LIMIT CYLINDER: TEE TO NOZZLES To NOT EXCEED 10%. CYLINDER: OF HAZARD PROTECTION AREA AND THE POTENTIAL SPILL AREA O 'CONNELL OIL ASSOCIATES TO BE WITHIN THIS PROTECTION AREA. GROOVES MAY BE SAWCUT FIVE FOOT ISLAND MODEL ATD-35 PIPING SYSTEMS MUST COMPLY MODEL ATD-75 OR SCOREDINTO CONCRETE MAT. GROOVES MUST BE KEPT CLEAN 5' SERVES 4 NOZZLES WITH SECTION A-3-9 I OF NFPA-17 SERVES 8 NOZZLES AT ALL TIME . 1801 MAI N STREET CD EXTENDED END COVER&U r�� 6" AGAWAM , MASS. EXISTING SELF-SERVICE FACILITIES SHALL BE SUBJECTEO TO RESUBMITTAL AND REVIEW AT LEAST SEMI-ANNUALLY DISCHARGE NOZZLES, PIPING, DRY CHEMICAL CONTAINERS, SHOULD ANY OF THE FOLLOWING ITEMS OCCUR� HEAT COLLECTORS, ETC. SHALL BE INSPECTED BY APPROVED AND CERTIFIED TITLE OF PLAN: ro A ALTERATIONS TO THE PRE-ENGINEERED FIXED EXTINGUISHING SYSTEM(S) OTHER COMPANIES (Types-F & H) AND REPORTS OF SUCH NSPFCTIONS SUBMITTED TO SELF SFRVE MODE THAN NORMAL MAINTENANCE PROCEDURES. HEAD OF THE FIRE DEPARTMENT IN ACCORDANCE WITH NFPA STANDARD #17-1990. B ALTERATIONS TO THE SELF-SERVICE DISPENSING ISLAND ARRANGEMENT(S) ur, FIRE SUPPRESSION PLAN RESULTING IN A CHANGE OF HAZARD AREA PROTECTION. NO FIXED EXTINGUISHING SYSTEM WILL BE INSTALLED UNTIL AND QNLY AFTUR THE-D-ATE C ALTERATIONS OR ENVRONMENTAL CHANGES RESULTING IN THE INABILITY OF A OF APPROVAL OF THL SELF-5LIRVICE MQTOR FUEL WILITY. THE INSTALLAPON OF THE NWE OF SYSTEM: CONSOLE OPERATOR TO CONSTANTLY OBSERVE THE DISPENSING OPERATION. THIS FIXED FIRE E)MNGLJISHIN�; SYSTEM SHALL BE TAKEN FROM AND IN COMPLETE 1 5 6 19 PYRO CHEM CD PLAN VfEW SYMBO S Cn ITEM SHALL BE DETERMINED BY THE LOCAL. HEAD Of' FIRE DFPARTMENT. ACCORDANCE WITH APPROVED/STAMPED PLANS FROM THE STATE FIRE MARSHAL �.j MARKED SUPPRESSION SYSTEM INSTALLER COPY. VIOLATION OF THIS PROVISION WILL CERI. comp. # CERT. REG. MACR #67 Cn EXISTNG AND NEW UNDERGROUND TANKS FOR THE PROPOSED FACILITY SHALL BE NULLIFY AND VOID THE APPROVAL OF THIS SELF-SERVICE APPLICATION, 0 NOZZLES 1110 01 CL DIRECTED REGISTERFD WITH THE STATE FIRE MARSHACS OFFICE (Form F P. 2-W) THIS FORM SHALL DOWN INSTALLER: PITTSFIELD FIRE & SAFETY CONTACT: BE SUBMITTED FOR EACH TANK WITH THE SUBMITTAL PACKAGE. EACH TANK SHALL BE THE DIKE, LOW HUMP OR STATE FIRE MARSHAL APPROVED P09TIVE LIMITING BARRIER ALPHABETICALLY CODED AND DULY NOTED ON THE SITE PLAN. MAY BE INSTALLED AT ANY TIME, NOZZLES DECKER & COMPANY INC. LLJ SCALE: AS NOTED DESIGNED AT ANGLE P.0 BOX 2 AND PRODUCT PIPING SHALL MEET THE MATERIAL AND INSTALLATION STANDARDS SET FORTH A STATE FIRE MARSHAL APPROVED SIGN SHALL BE INSTALLED ABOVE EACH PRODUCT DATE: 5-27-99 PREPARED BY: LEE, MA 012=38 IN NFPA 30-1976 DISPENSER ON THE SELF-SERVE ISLAND(S) Ref. 527 CMR 5.08-.(5)(c) Creative (D.E.A.) C� Products, 3001 Granada, Tcmpa FL 1-800-237-4211 OR EQUAL, COMBINATION REVISIONS: FILE: OC901 SS