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8022_SITE PLAN- GETTY- SPRINGFIELD ST. � ��aa S i �-e Pica C, � �� Sir: ��; � 5{-re�- Tyree Engineering, P.c. 9 Otis Street, Westborough,MA 01581-331 1 Civil,Consulting, Traffic and Geotechnical Engineers Surveyors•Site Planners Lucien M. DiStefano IVThe ryree Phone:(508)87 1-8400 Organization Fax: (508)871484011 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT i SITE PLAN REVIEW REVIEWER: Deborah S. Dachos DATE: April 14, 1999 DATE RECEIVED: March 25, 1999 DISTRIBUTION DATE: March 25, 1999 PLANNING BOARD MEETING DATE: April 15, 1999 APPLICANT INFORMATION 1. Name of Business: Getty Station 618 Address: 1154 Springfield Street, Feeding Hills, MA 01030 2. Owner: Leemilt's Petroleum, Inc. dlbla Getty Petroleum Marketing, Inc. Address: Massasoit Ave. & Dexter Road, E. Providence, R.I. D� �(/ Telephone: (800) 359-4388 3. Engineer: Tyree Engineering, P.C. Address: 9 Otis Street, Westborough, MA Telephone: (508) 871-8400 PLAN REVIEW Scale: 1"=20' Date: October 14, 1998, revised December 9, 1998 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed project is to redevelop an existing gas station with the construction of a new 1,600 sq.ft. "Getty Mart" (please review attached letter). The proposed work will consist of the demolition of the existing islands, pumps, and 416 sq.ft. building and the construction of the new building, pumps and islands. Site Plan Review Page 2 Description of Site: Present site is fully developed as a gas station. Provision for Traffic Flow: There are two curb-cuts shown on Springfield Street. These are existing. Their widths must be shown. Parking: Fifteen (15) parking spaces are shown. Using the parking guidelines for retail uses, twelve spaces must be provided. Drainage: Drainage must be approved by the DPW. See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The Town of Agawam is attempting to restore the street trees which have been removed over the years. It is, therefore, requested that two (2) street trees be planted in the landscaped island. The following landscape 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: An apartment complex is located to the west of the site. A lighting contour plan is to be submitted. Rendering or Elevations: Colors and textures are to be provided. Dumpster Location: The detail for the dumpster is not provided. All dumpsters must be fenced and screened. Other Comments or Concerns: Please see the Town Engineer's comment regarding sidewalk extension and curbing. a � TOWN OF AGA,WAM %t• _ �� 36 MAIN STREET ACAWAM. N[ASSACHUSETTS 01001 y • Tel. 413-7 86-0400 � MP May 24, 1999 Lucien M. DiStefano The Tyree Organization 9 Otis Street Westborough, MA 01581-3311 Dear Mr. DiStefano: The Agawam Planning Board is in receipt of the cut sheets for the lighting to be installed at the Getty Station, 618 Springfield Street. The Richmond canopy/ceiling lighting does not have a flush lense as was required, nor is the Eagle wall pack shielded. Please correct the lighting to reflect the requests of the Planning Board and provide the Board with the revised cut sheets. Sincerely, Dennis Hopkins, Acting Chairman Sa Agawam Planning Board cc: Leenult's Petroleum Building File TOWN OF AGA,WAM .36 NIAIN STREET AGAWANI, VIASSACHUSETTS 01001 -Ion A Tel. 4I3-;86-0400 10 May 11, 1999 =- C_ (n^, Leemilt's Petroleum, Inc. , Massasoit Ave. & Deader Road °0 E. Providence, RI O 291"t To Whom it May Concern: At its duly called meeting held on May 6, 1999, the Agawam Planning Board voted to approve the Site Plan entitled "Proposed Service Station Improvements for Getty Petroleum Marketing Inc., ss #618, 1154 Springfield Street, Feeding Hills, Massachusetts" prepared by Tyree Engineering, P.C. and dated February 9, 1999, revised April 20, 1999 with the following conditions: l. A cut sheet for the wallpacks is to be provided. 2. The landscaping key shall be corrected to accurately reflect the size of the rhododendron. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, ASS Geoffrey Mac nald, Acting Chairman Agawam Planning Board cc: Clerk Building Engineering Tyree Engineering, P.C. File • 9 TOWN OF AGAWAM MEMORANDUM y �1 AQgr�fl MA To: Planning Board CC: VRK, File From: Engineering Date: May 6, 1999 Subject: Getty Station- Site Plan- 1154 Springfield Street - SP 317 Per your request dated April 28, 1999 we have reviewed the revised site plan entitled "Proposed Service Station Improvements for Getty Petroleum Marketing, Inc., SS#618, 1154 Springfield Street, Feeding Hills, Massachusetts, Prepared by Tyree Engineering, P.C., 9 Otis Street, Westborough, MA 01581-3311, Dated February 9, 1999, Revised May 6, 1999, Scale 1"=20'" and we approve the plans with a revision date of May 6, 1999. All of our comments have been addressed from our memo we sent to the Planning Board on April 13, 1999. A Curb Cut Permit and Road Opening Permit will have to be obtained from the Department of Public Works. If you have any questions, please do not hesitate to contact our division. Sincerely, Sincerely, Aames T. Daley, P.E. Van znnakis 6!�5 own Engineer Ci Il Eftineer I H AENGINEERIS=LAN1Sp31?_2.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: April 28, 1999 SUBJECT: Revised Site Plan - Getty Station - Springfield Street Please review and comment on the attached revised Site Plan for the Getty Station, 1]54 Springfield Street prior to the Board's May 6'h meeting. Thank you. DSD:prk A TOWN OF AGAWAM -,• �t :36 MA1N STREET AGAWAM, MASSACHUSETTS 01001 - Tel. 413-7%G400 April 27, 1999 4D Lucien M. DiStefano The Tyree Organization 9 Otis Street Westborough, MA 01581-3311 Dear Mr. DiStefano: The Agawam Planning Board discussed the proposed reconstruction of the Getty Station, 618 Springfield Street, Agawam, Massachusetts at its meeting held on April 22, 1999. During its discussion, the Board raised the following issues to be addressed prior to the Board's May 6' meeting- 1. Canopy lighting is to be fully recessed. 2. Additional information is to be supplied regarding the area lighting. 3. A colored elevation of the building is to be supplied, as well as samples of the proposed materials. If the applicant desires, photographs of similar structures may also be provided. 4. The comments raised in the Engineering memo dated April 13, 1999 and attached, must be addressed. If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, Charles R Calabrese, Chairman Agawam Planning Board cc: Engineering Building File rj ' 4 TOWN OF AGAWAM MEMORANDUM T a To: Planning Board CC: VRK, File From: Engineering Date: April 13, 1999 Subject: Getty Station - Site Plan - 1154 Springfield Street - SP 317 Per your request dated March 25, 1999 we have reviewed the plan entitled "Proposed Service Station Improvements for Getty Petroleum Marketing, Inc., SS#618, 1154 Springfield Street, Feeding Hills, Massachusetts, Prepared by Tyree Engineering, P.C., 9 Otis Street, Westborough, MA 01581-3311, Dated February 9, 1999, Scale 1"=20'" and have the following comments: 1.) The existing water and sanitary sewer services for the existing building should be shown on the plan. The proposed sewer and water connections can tie into the existing connections at the property Iine. Eliminate the connection for the proposed sanitary sewer line in Springfield Street because Springfield Street has recently been paved. The proposed 1" water service for the proposed building is labeled as a copper line and also a PVC line. The Town specifications for water services is copper tubing type "K". The proposed water and sewer services should not cross, they should be kept a minimum of 10' in separation. The proposed sanitary sewer will require a clean-out every 100' feet. The clean-out caps should be protected in the parking lot by LeBaron 9" x 10" Manhole Rings. A detail has been provided and should be included in the plans. A 4" sanitary line would be sufficient instead of using a 6" sanitary line for the proposed building. 2.) The following note should be added to the plans, " Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 ext.27518. No piping/appurtenances will be installed or baceilled without the permission of the division." 3.) The following note should be added to the plans, " All plantings that are in or abut the public way will be maintained throughout the construction duration." Page 2 Sp 317_2 Getty, Springfield Street 4.) The proposed 5' wide concrete sidewalk should extend through both driveways and run the entire length of the property's frontage. A detail of the proposed sidewalk should be included in the plans. 5.) A Road Opening Permit will be required from the Department of Public Works for the drainage work that will take place in the western driveway of this site. A detail of the drain manhole (doghouse) should be included in the plan. A permanent pavement replacement detail should be included in the plans as well. The pavement thickness must match what is existing in Springfield Street and the excavation that is done within Springfield Street must be backfilled with flowable fill up to the binder coarse of pavement if a road opening permit is granted. 6.) The proposed granite curb should be placed along the entire frontage of the property (east and west of the driveways as well) and should have little or no depression at the driveways. All proposed curb radii should be labeled. A detail of the proposed vertical granite curb should be provided. Provide a detail or plan of the vertical granite curb avoiding the paved-over drain manhole so that the manhole can be opened. 7.) The submitted detail of the Trench Section should include a note stating, " The proposed sanitary sewer line should have 6" of 3/4" crushed stone above and below the pipe for embedment material." The detail should also include a note stating, " Trenches should be compacted to 95% proctor density and backfilled in 6" lifts." 8.) The waterline that is in Springfield Street is labeled a telephone line on Sheet 1 of 1 , the boundary and topographical survey, by Control Point Associates and on Sheet No. 4, the drainage &utility plan. This should be corrected. 9.) The roof drains that are entering the detention area from the proposed building should include invert elevations. A detail for the proposed rip-rap aprons should be included in the plans. A storm drain permit is not required for this site because it is less than an acre but our division would like to see positive outflow for this detention area (swale bottom is lower than the outlet). A smaller orifice in the catch basin outlet can be created to detain water in the detention area. We recommend storage galleries to avoid fencing the detention area. 10.) The scales in the title boxes on Sheets No. 4 and No.S should be changed to 1" = 20' to agree with the graphic scales on these sheets. 11.) A curb cut permit will be required by the Department of Public Works. ra Page 3 Sp 317 2 Getty, Springfield Street If you have any questions, please do not hesitate to contact our division. Sincerely, Sind ly, i J T. Daley, P.E. Van Engineer Civil r F HAENGR4MLS=LgN\Sp317_2.wpd 1:12 2AG4. 1/1 /46TE ► C13VER FLAT ./DIAMOND DESIGN i A A 9 , 000 0 , 500 8 . 875 0 . 500 2 . 000 0 , 750 0 . 75 0 ky 6 , 625 7 . 625 10 , 000 8 , 000 0 . 500 0 , 500� 9 . 750 � i—� 13 , 750 SECTION A -- A LeBARON FOUNDRY INC., BROCKTON, MASS. CLASSIFICATION: DESCRIPTION: X 1T MANHOLE RING OL± REY A.S.T.M. A-48 IAND COVER CLASS 30 GRAY IRON. CK; DR; J.R. AS OF 9-1—B9 CASTINGS FURNISHED WITH —K PAT : LA091 0 LO9C3 I WT LB5:'7181 APP. BLACK ASPHALT COATING. SCALE: S'=10—ab DATE: 7-28-95 oR N0: LA091OA o TOWN OF AGAWAM 36 MAIN STREET AGAWAN-1. A.A.SSACHUSETTS 01001 TeL 413-7,86-0400 MEMO ,.. J TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: March 25, 1999 SUBJECT: Site Plan - Springfield Street -Getty#618 Please review and comment on the attached Site Plan for Getty.#618 prior to the Board's April 15h meeting. Thank you. DSD/jq f � i MEMO To: Planning Board From: Sergeant Donald Gallerani Subject: Site Plan-Springfield Street-Getty#618 Date: April 13, 1999 I have reviewed the plans and conducted a site survey for the proposed redesign of the Getty Station#618 on Springfield Street. Because this is a redesign of an already existing business, I find no issues that would affect safety or traffic. TOWN OF AGAWAM MEMORANDUM � p M�' To: Planning Board CC: VRK, File From: Engineering Date: April 13, 1999 Subject: Getty Station - Site Plan- 1154 Springfield Street- SP 317 Per your request dated March 25, 1999 we have reviewed the plan entitled "Proposed Service Station Improvements for Getty Petroleum Marketing, Inc., SS#618, 1154 Springfield Street, Feeding Hills, Massachusetts, Prepared by Tyree Engineering, P.C., 9 Otis Street, Westborough, MA 01581-3311, Dated February 9, 1999, Scale 1"=20'" and have the following comments: 1.) The existing water and sanitary sewer services for the existing building should be shown on the plan. The proposed sewer and water connections can tie into the existing connections at the property line. Eliminate the connection for the proposed sanitary sewer line in Springfield Street because Springfield Street has recently been paved. The proposed 1" water service for the proposed building is labeled as a copper line and also a PVC line. The Town specifications for water services is copper tubing type "K". The proposed water and sewer services should not cross, they should be kept a minimum of 10' in separation. The proposed sanitary sewer will require a clean-out every 100' feet. The clean-out caps should be protected in the parking lot by LeBaron 9" x 10" Manhole Rings. A detail has been provided and should be included in the plans. A 4" sanitary line would be sufficient instead of using a 6" sanitary line for the proposed building. 2.) The following note should be added to the plans, " Prior to any installation of any sewer, water or drainage lines, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 ext.27518. No piping/appurtenances will be installed or backfilled without the permission of the division." 3.) The following note should be added to the plans, " All plantings that are in or abut the public way will be maintained throughout the construction duration." ,Page 2 Sp 317_2 Getty, Springfield Street 4.) The proposed 5' wide concrete sidewalk should extend through both driveways and run the entire length of the property's frontage. A detail of the proposed sidewalk should be included in the plans. 5.) A Road Opening Permit will be required from the Department of Public Works for the drainage work that will take place in the western driveway of this site. A detail of the drain manhole (doghouse) should be included in the plan. A permanent pavement replacement detail should be included in the plans as well. The pavement thickness must match what is existing in Springfield Street and the excavation that is done within Springfield Street must be backfilled with flowable fill up to the binder coarse of pavement if a road opening permit is granted. 6.) The proposed granite curb should be placed along the entire frontage of the property (east and west of the driveways as well) and should have little or no depression at the driveways. All proposed curb radii should be labeled. A detail of the proposed vertical granite curb should be provided. Provide a detail or plan of the vertical granite curb avoiding the paved-over drain manhole so that the manhole can be opened. 7.) The submitted detail of the Trench Section should include a note stating, " The proposed sanitary sewer line should have 6" of 3/4" crushed stone above and below the pipe for embedment material." The detail should also include a note stating, " Trenches should be compacted to 95% proctor density and backfilled in 6" lifts." S.) The waterline that is in Springfield Street is labeled a telephone line on Sheet 1 of 1 , the boundary and topographical survey, by Control Point Associates and on Sheet No. 4, the drainage &.utility plan. This should be corrected. 9.) The roof drains that are entering the detention area from the proposed building should include invert elevations. A detail for the proposed rip-rap aprons should be included in the plans. A storm drain permit is not required for this site because it is less than an acre but our division would like to see positive outflow for this detention area (swale bottom is lower than the outlet). A smaller orifice in the catch basin outlet can be created to detain water in the detention area. We recommend storage galleries to avoid fencing the detention area. 10.) The scales in the title boxes on Sheets No. 4 and No.5 should be changed to 1" = 20' to agree with the graphic scales on these sheets. 11.) A curb cut permit will be required by the Department of Public Works. Priage 3 Sp 317 2 Getty, Springfield Street If you have any questions, please do not hesitate to contact our division. Sincerely, Sinc;rely, 7 s T. Daley, P.E. Van c s T n Engineer Civil ngineer I H:TNGINEER\SrrEPLAN1Sp317 2.wpd ATE COVER FLAT ,.'D LAMOND DES I5N i r A A 9 . 000 0 , 500 8 , 875 0 , 500 2 . 000 0 . 750 0 . 750 6 . 625 7 . 625 10 . 000 8 , 000 0 . 500 0 . 5 0 0-1 _ 9 . 75 0 ----�--� 13 , 750 SECTION A -- A LeBARON FOUNDRY INC., BROCKTON, MASS. CLASSIFICATION: DESCRIPTION: 1 TOL:± REV- CLASSA-48 AND COVER CLASS 30 GRAY IRON. CK: t)R:J•R AS OF 9-1-39 CASTINGS FURNISHED WITH M PAT : LAO910 L09C3 IWT LeS:*78 APP. SLACK ASPHALT COATING. I SCALE: 5';1 -Q" DATE:: 7-28-95 DR N0: LA0910A TOWN OF AGAWAM .38MAIN STREET ACAWAI►f, NUSSACHLSETTS 01001 z Ted. 4I3--,g6-0400 D � FAX COVER SHEET Fax Number (413) 786-9927 Originating Department: TO: �l ' FROM: _ Number of Pages Including Cover Sheet: !�� Comments: J` • Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. !� AC'� 'OWN OF AGAMAM 36 MAIN STREET AGAWAN1. MASSACHC;SETTS 01001 Tei. 413-7 86-0-400 MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: March 25, 1999 SUBJECT: Site Plan - Springfield Street -Getty#618 Please review and comment on the attached Site Plan for Getty.#618 prior to the Board's April 15te meeting. Thank you. DSD/jq R;,kk��rZ Kati wt�S ` b� Sv�l cttej w &det4, .'r FA, ex4-0•%5V1.'S(4e j Sys S t-e_ . a.a o-o ct"e_ S h? AGAWA k.1R, .. !� A�'1 ,.� 'TOWN OF AGAWAM % 36NIAIN STREET AGA�V.-�1.I, M.ASSACHL'SETTS 01001 401 Tel. 413-7 86.0400 MEMO TO: Building Inspector, Engineering, Police Dept., Fire Dept. FROM: Planning Board DATE: March 25, 1999 SUBJECT: Site Plan - Springfield Street —Getty#618 Please review and comment on the attached Site Plan for Getty.#618 prior to the Board's April 15`h meeting. Thank you. DSD/}q Aee Engineering, 0. 001, Consulting. Traffic and Geotechnical Engineers • Suruetgors • Site Planners 9 01is Street, Westborough, MA 01581-331 1 • Phone: 508-871-8400 • Fax: 508-871-8401 March 23, 1999 Ms. Deborah Dachas, Planning Director 3 Office of Planning and Economic Development City Hall 36 Main Street to Agawam, MA 01001 Un r, w Re: Getty#618 1154 Springfield Street Feeding Hills, MA Ms. Dachos: Please accept this letter and the attached application package as Leemilt's Petroleum, Inc. d/b/a Getty Petroleum Marketing, Inc.'s(applicant)request for a Site Plan Review before the Planning Board. As a result of a preliminary project review meeting with Building Inspector Dominic Urbinati, it was determined that a Site Plan Review would be required in association with the proposed improvements at the above referenced location. At this time,the applicant is requesting permission to redevelop the existing site in connection with the proposed construction of a new 1,600 square foot"Getty Mart". The proposed work will include the demolition/removal of the two existing concrete pump islands, four existing gasoline dispensers, and an existing 416 square foot building as shown on the attached plans. Once removed, the entire site will be reconfigured to accommodate the new 1,600 square foot"Getty Mart",three new 3' by 5' concrete pump islands,three new multi-product gasoline dispensers, and a new 24' by 70' (1,680 square foot) area canopy. Miscellaneous site, landscaping, utility, and parking improvements are also being proposed at this time. It should be noted that the applicant is proposing to complete this project in two phases upon approval from the Planning Board. Phase I construction will consist of the removal of the existing 416 square foot building and the construction of the new"Getty Mart"as shown on the "Site Plan (Phase 1)" drawing. Please be aware that most of the site work associated with Phase I and Phase 11 construction will be completed at this time. Upon the completion of the Phase I improvements,the applicant is proposing to operate the facility, indefinitely, until Phase II improvements are scheduled and completed. Once scheduled, Phase it construction will consist of the removal of the two remaining/existing concrete pump islands and the four existing gasoline dispensers. The fueling area will then be relocated and the construction/installation of a new 24' by 70' area canopy,three new 3' by5' concrete pump islands,and three new multi-product gasoline dispensers will be completed as shown on the"Overall Site Plan". MefnbU The T Tyree Organization • 0 Ms. Dachas Page 2 March 23, 1999 Along with this letter,a completed Applicationfor Site Plan Approval(Form D) and ten sets of all pertinent information have been included for this review. Please note that the applicant is requesting to be placed on the next available Planning Board agenda as Phase I construction is scheduled to begin at this facility as soon as possible. Should you have any questions or require additional information, please do not hesitate to contact me. Thank you for your time and cooperation in this matter. Sincerely, TYREE ENGINEERING, P.C. co =' c� Lucien M. DiStefano N Enclosures =' :�Cu cc: Dominic Urbinati, Building Inspector cn__ t� me nbcr V The Tyree W97534 Organization o:/files/getty/feedinghills/dachos.spr.ltr AGAWAM PLANNING BOARD Form D Application for Site Plan Approval _ - _' it cn �, Please complete the following form and return it and 10 copies of the Site Plan to: w Agawam PIanning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 I. Name of Business r �� ' Address - - 1.__�rti ...: 2. Name of Applicant/Owner Address E— Telephone 3. Name of Engineer/Architect_- Address Telephone 4. Please give a brief description of the proposed project: Revised 11/06/98 GETTY PETROLEUM MARKE iNG INC. • MASSASOIT AVE.&DEXTER RD. • E. PROVIDENCE,R102914 • (401) 434-f Sk . January 14, 1998 N Tyree Engineering, P.C. �? 9 Otis Street c-n Westboro, MA 01581 To Whom It May Concern: Getty Petroleum Marketing Inc. does hereby authorize Tyree Engineering, P.C. with a usual place of business in Westborough, Massachusetts, to apply for and represent Getty Petroleum Marketing Inc. in the filing of any applications for required permits and/or approvals for the construction, operating and maintenance of convenience store and full/self-service gas stations, including, but not limited to, appearing before any governmental agency at a general meeting or public hearing addressing such construction/'improvement on Getty retail facilities Getty Petroleum Marketing Inc. Edward J. Janoski Jr. Manager, Northern Region Subscribed and sworn to before me this y Day of Janauary, 1998 Lrl'L�YIn cvL.� - . (Notary Public) My commission expires on: 71/11/03 - HUG `a '9d 0 21:2e1"i;1 GE i h PuLLu11 bo0x 5b 13 k .GE 1TJ o1, *7104 ' IECIAM IZTWIN of 18 B=o=Uawn Avenue, Great Neck, New York 11024 Mfih}XddZ*X ,Xfor consideratSon paid S 7900 0, 00 grant to, Z IR'S P=ROMM, INC., a, ccmporaticn du],y establi-shed underl.a,�the s of the State of New Y j�ork and having* ual place of business at 175 Sunnyside Sculevard, Plainview, New York 11803 with quUxlabn r=tnarits the Iand in � N (Description and eneumbmcez. It any) C . . . L. un - the land with all the buildings and structures now or hereafter scandtng or placed thereon, situated. in Aa* M, in the Cmmty of Hampden and Camanwealth of Massachusetts, being Itxm as Feeding Kills, and designated as Lot A as shown on a plan of lots entitled "Plan of Lmd owned by Ashley R. and Miry A. Cooley, Jr. Scale I" = 40' May 1960, Frank A. Rueli R.L.S. Agawam, Mass. recorded � in Hampden County Registry of Deeds in Book of Plans 76,' Page 32, said lot being bounded and described as follows; SOUMMLY by Springfield -Street, one hundred ninety (190) feet; .. WESTERLY by lAmd now or formerly cf one Cezdii, two hundred (200) feet; NORTHERLY byy land now or fo=arly of said Cecchf, one hundred ninety. &0) feet; and EASTERLY by Lot B, as shown on said plan, two hundred (200) feet. � de5C�ibeck Qemi 5CS a R..' 1CnCy.� a; a�6 GKe sti� e� ck� I5�r a . cr' EB2 '64 r4 a P.B.1lu3 �.J(� 0 --- c 1 HUG 24 '90 03-'261=H (-40 I*'I RULEUM • I''•-i 500 55573 Said Premises are conveyed subject to the following: (1) Provisions of existing building, zoning and environmental laws . and planning regulations Which do not prohibit or impair the use and operation of a retail gasoline station; and (2) restrictions and-easements of record which do not prohibit or G^E impair the use and operation of a retail gasoline station providing that any such restrictions or easements, if violated, will not cause a forfeiture or reversion of title and same do not impose any affirmativa obligation or duty on the owner hereof; and (3) such taxes for the current year as are not now due and payable; and (4) any liens for municipal betterments assessed hereafter; and ` (5) any state of facts an accurate survey or inspection would reveal. a $eing the same prerniaeS conveyed to Grantor herein by deed dated 19 aL* made by SAM MANDELKER as Grantor to \� LBONARD LITWIN as Grantee and intended to be recorded simultaneously herewith. .hand arlci sea] this. , . . . . .. da o . . . . . . . . . . . . . .3 �3ittteg� .m4�. . . . . . . . . . . . . . . .. . ... . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. .. . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . taus 24 ''3d �73:c6F'I'1 lk.I I'*i RULEUI'1 � 804k 55 73 "AL' �5 STATE OF MW YORK �ocrr�rt OF ter yCM ss, s 3l .9 ai. . Then personally appeared the above named I AF0 1�7WIN and acknowledged the foregoing instr=ent to be his free act and deed before me . . . . . +NotaryPUblic--Justke'of tba Peace My Co==dA81an CAVIres 19 I 110�n Pu>5141 ran ' m+stin q�77y�'y Glfl1r1'►f�i�l! RECEIVED F F B 2 719$4 AT -2 ND PEG'D FROM THE RIGINAL i b1mlau Sam of IEC qw. I.ITWIN ..............................._..........................................._........ TO I.SEMLT S PETROIEM, INC. �- ................. ............................................................. —_ C r - � r r ........................................................_.................i g...... at ...............Adclock &ad ......._..._rninutq .._..........m. Ftcccived and Ealucd with.......................................... ............................................_.....................�...__Dctda DGIDI.......................Page....................... Attest: ........................................................... ..............._........._ Register Mom THE OFFina or GATPEER, AIRW & BECWRM I 950 Third Avenue — New York, N.Y. 10022 Attn: ABRAHAM ALTUS, ESQ. • _ rv�u�waa �r � • �Awr[n• WTA'f[o"XnV CO- m7rron. Mrf■ . cry It i p � 12 NITN '!.� L 0 :r LLS ti11 00 r 4 r yt CWCj .t L7 m W 24 Jag 03:27PM GETTY OTROLEt f• 00 Cq CR) _� it 'i. •• ,• i• •, � ` _ LD d� �a d\� r• 1 4 County em • AL' OrA� ril � � I : G#rntz A.aw der �5utldi sfr,a 4AY 31 • I`960 1 Cot rc�4vaite� RECEIVED FQR RECpRfl 1 11r.fx .o'CLOcKS4 ` ��ryf �+✓ �C J�.• elf r �:�•;.. 1' �.rr...; �� f pp, �� ( 0� R 1:3 091miii9 NOW. � ICHIV�QND DIMENSIONS . Dropped Lens Flat Lens 1 14 �19-1I8'-� �21-1R'---1 ��%''• ! J Side Bottom t= ORDERING INFORMATION Select appropriate choice from each colu to formulate order code.Refer to example below. Luminaire Distribution Lamp LIgh1 Scurce Lens Line Lu 'Haire tie. Prefix Wattage Voltage' RIC S-Symmetrical 175 5MH-Super Metal Halide DL-Dropped Barosilicate 1 WHT Whi LL-Less Lamp 250 175.250,400 Walt Prismatic Glass Lens 208V BLK Black CL-Coated Lamp 400 MH-Metal Halide 73-C73 Diffused Flat 240V BRZ Bronze ZMB-"Z"Mounting 175.250,400 Watt Tempered Glass 277V Bracket 480V NO-No options MT-Multi Tap EXAMPLE OF A TYPICAL ORDER RAC — S - 400 - SMH - DL - 120V - W T - NO 'For international voltages.Consult tactorf. STANDARD MOUNTING KIT OPTIONAL ZMS MO WING KIT Liquidtight Liquidlight Conduit&Fittings Conduit b Fittings Fixture •—�Fixture _ v Canopy Canopy Deck Rib Deck Rib �\`.��X EAGLE DIMENSIONS f•�4 �:;;,• ORDERING INFORMATION Select appropriate choice from each column to formulate order cod Refer to exam—prebelow. Luminaire Distribution Lamp Light Source Lens Line Lu inaire Options Prellr Wattage Voltage F ish EG W8-Wide Beam 35 HPS-High Pressure Sodium PG-Pressed Glass Lens 120V Stand d PCE-External Photoelectric 50 35.50,70.100.150 Watt 208V BAZ- ranze Control' 70 SMH-Super Metal Halide 240V BLK- ack LL-Less lamp 100 175 Watt 27TV PLT- alinurn PVS-Polycarbonate Vandal t50 MH-Metal Halide 480V COA- coa 5hieid VAN- nilla 175 ' 70,100.175 Wait MT-Multi Tap WHT- iie WG-Steelwire Guard GRN- reen NO-No Options EXAMPLE OF A TYPICAL ORDER LEG - WB - 175 - SMH - PG - MT - BRZ - WG Dotes:35W HPS is a medium-base lamp and socket. 'External Photoelectric Control is not available on 48OV. 0 �4 Tyree Engineering, P.C. 9 Otis Street Westborough, MA O 1581-33 l 1 LETTER OF TRANSMITTAL Tel: (508) 871-8400 • Fax: (508) 871-8401 PROFESSIONAL ENGINEERING SERVICES TO: DATE: RE: Ok ATTENTION: �� ,� C�ac_ao� JOB NO: ❑ Attached ❑ under Separate cover: We are sending you the following items via: f E. _,c ❑ Shop drawings ❑ Prints ❑ Plans Specifications ❑ Copy of letter ❑ Item # # of copies rDate Description { ~L\ These are transmitted: ❑ For approval r your use As requested ❑ For review and comment El REMARKS: . . -. _ �.ice,c_�#�n C'�E.�,� ��•-i� �� b.l+_s�'acx�s2rr,�5 c.ctr Qd�.�-c` _� k L o� 1E-�sF� _ P.,1 �.r i ..c A Pp •rA� �u..Scr�.,r� It-.I -►G,�l'�i,�c. g?tr LS_ . .►-";� -M TAB &V" F'Q.�PQS�.� �1 G,1•l'C� G. AT T4�IS f�ll(..l L tT`-7 COPY TO: SIGNED: If enclosures are not as noted, kindly notify us at once, .S, THE 1HMOND® SERIES P, I C H M O N D The Richmond Series achieves a clean, uncluttered canopy appearance. Its rectangular shape recesses easily into a single canopy panel,allowing the fixture frame to be flush-mounted with the canopy ceiling.The Richmond Series is easily installed and provides a water-tight fixture- to-canopy fit. i SPECIFICATIONS HOUSING LIGHT SOURCES BALLAST Each Richmond housing is The Richmond is designed High-power factor type formed,heavy-gauge aluminum to operate with a single lamp ballast is designed for-20'F and internally welded at the of either of the following operation.The ballast is mounted corners.Corners are finished to lamp types:Super Metal to the housing reinforcing plate. f produce a clean,sharp appearance Halide or Metal Halide with MOUNTING y while increasing housing strength mogul-base sockets. and ensuring weather-tight The Richmond is shipped construction.Each fixture is REFLECTORS/DISTRIBUTION complete with all mounting tJL listed and CSA certified . PATTERNS hardware.The Richmond is for wet locations. Each Richmond fixture is equipped with 72-inch electrical LENS/GASKET supplied with a symmetrical leads and 1/2-inch liquid-tight reflector system.Ali photometric flexible conduit connector.Fixture The Richmond is available in data is certified by an independent is mounted flush with canopy deck any of the following lens types: testing facility. panels where it is accessible from a dropped borosilicate prismatic FINISHES the tap.A tube of silicone sealant glass lens or C73 diffused flat is supplied to prevent leakage on tempered glass lens.A continuous, Each Richmond fixture is finished underside of canopy.Mounting one-piece EPDM gasket ensures with DuraGrip', LSI Lighting brackets are easily installed. maximum sealing to the housing. Systems'revolutionary superior baked-on polyester-powder listed canopy fixture LENS FRAME/DOOR finishing process,to give the for wet locations. FASTENER fixture an exceptionally attractive The Richmond features a hinged appearance.Standard finish lens frame,hinging the frame to colors available for the Richmond S A•CSA Certified the luminaire with concealed hinges are white,black or bronze.The and locked with one captive door DuraGrip polyester finish fastener.Lenses are sealed to the withstands extreme weather lens frame with silicone sealant. changes without cracking or SOCKETS peeling.Finish is guaranteed Porcelain mogul-base sockets for five full years. feature spring-reinforced contacts for long life. PHOTOMETRICS 40OW Super Metal Halide(Single)-Dropped Lens 40OW Super Metal Halide-Flat Lens Symmetrical Distribution MTG. Symmetrical Distribution 3MH 2MH 1MH 0 HT. A B C D E F G 2MH 1MH 0 ■■�®- 12'6. 55.56 27.7813.89 5.5b 278 .39 .56 Mi 14' 40.82 20.41 10.20 4.08 2.04 1.02 .41 MEZ .63 2MH ■NE 0MH 2D,00 2.00 1.00 .50 2 MEN ■��, A 10 1MH d g1 a Mier 'jl AID ■ _a MH }��CB ■ ■��"t! 1MH 2MH ` ■■ ®3MH 2MH No Lumen Rating in f , MIN Levels shown arere in oatcandles. Front Front i M LSI LIGHTING SYSTEMS A Division of LSI It es Inc. ! 10000 ALLIANCE ROAD•P.O.BOX 42728•CINCINNATI,OHIO 452�2-o728x-(5%31 793.3200•FAX(513)793-0147 lighting sustems, R I C H M O N D DIMENSIONS r.r �11-15l16"� - Dropped tens Flat Lens t Side Bottom t ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Distribution Lamp Light Source Lens Line Luminaire W4- Dpiians Preli>t Wattage Voltage' Finish RIC S—Symmetrical 175 SMH—Super Metal Halide DL—Dropped Borosilicale 120V WHT—white LL—Less Lamp 250 175,250.400 Watt Prismatic Glass Lens 208V BLK—Black CL—Coated Lamp 400 MH—Metal Halide 73—C73 Diflused Flat 240V BRZ—Bronze ZMB—"Z"Mounting 175,250.400 Watt Tempered Glass 277V Bracket 4e0V NO—No Options Mr—Multi Tap EXAMPLE OF A TYPICAL ORDER (RIC - S - 400 - SMH - DL - 120V - WHT - NO *for international voltages,consult factory. STANDARD MOUNTING KIT OPTIONAL ZMB MOUNTING KIT Liquidtight Liquidtight Conduit&Fillings Conduit&Fillings t Fixtura �—— Fixture Canopy 1 Canopy Beck Rib Deck Rib .ti 0 • THRERITAGE TM SERIES . HERITAGE Combining proven performance, technology and cost-effectiveness, the Heritage is instantly recognizable by its distinguished square shape. The Heritage fixture is available in a wide selection of light sources and distribution patterns, and its modular styling achieves a harmonious continuity between energy efficiency and architectural design. SPECIFICATIONS HOUSING SOCKETS FINISHES The Heritage features a one-piece Porcelain mogul-base sockets Each Heritage fixture is finished aluminum housing,corners are feature spring-reinforced with DuraGrip',LSI Lighting welded and finished to produce contacts for long life. Systems'revolutionary superior a clean,sharp appearance while LIGHT SOURCES baked-on polyester-powder increasing housing strength and finishing process,to give the ensuring weather-tight construc- The Heritage is designed fixture an exceptionally attractive tion.Each fixture is UL listed and to operate with any of the appearance.Standard finish GSA certified for wet locations. following lamp types:High colors available for the Heritage Pressure Sodium,Super Metal are bronze,black,platinum, LENS/GASKET Halide or Metal Halide with cocoa,vanilla,white and green. Available lenses for the Heritage mogul-base sockets. Architectural finishes include include an injection-molded REFLECTORS/DISTRIBUTION brick,gray granite,red granite, dropped prismatic acrylic, limestone,desertstone and green an injection-molded dropped PATTERNS marble.The DuraGrip polyester prismatic polycarbonate,a C73 All Heritage fixtures are finish withstands extreme weather diffused flat tempered glass,or a available in four reflector changes without cracking or clear flat tempered glass lens.The systems and distribution patterns: peeling.Finish is guaranteed dropped prismatic acrylic allows Asymmetrical(A),-Type III(3) for five full years. for uniform distribution,while the medium distribution pattern for polycarbonate primarily is a benefit increased pale spacing,Forward BALLAST to high-vandalism areas.The clear Throw(FT)for perimeter lighting High-power factor type ballast flat tempered glass is used applications to eliminate stray light is mounted to the housing primarily with the Forward Throw and produce a sharp backside reinforcing plate.Ballast is or Type III reflectors.The lens cutoff,and Type V(5)distribution. designed for-20'F operation. frame has a continuous,one-piece All photometric data is certified by EPOM gasket for maximum sealing an independent testing facility. BRACKETS to the housing. A 4'x 4'x 12'arm mount DOOR FASTENERS �� listed for wet locations. (bolt-oil bracket)is shipped standard with Heritage fixtures. The Heritage features a captive Refer to Potes/Brackets section door fastener to provide secure CIP.CSA Certified of catalog for other mounting closure and easy access with no options.which must be loose hardware. ordered separately. POLES Refer to Poles/Brackets section of catalog for pole ordering information. PHOTOMETRICS 40OW High Pressure Sodium 40OW High Pressure Sodium Type III Distribution Forward Throw Distribution MTG. 41VIH 3MH 2NIH 11VIH 0 41VIH 3MH 2MH 1MH 0 HT. A 9 C G E F G WIVIH mom 128', 12.3 6.2 2.5 1.2 V .25 •12 MOEN 2MH MOON 2NSH 10.0 4.1 1.7 1..80 Al .17 .10 08 8.3 4.1 1.7 .80 41 .17 .08®� Ip 1MH 6.9 3.5 1.4 .70 .35 .14 .071MH ■® 5.9 3,0 1.2 .60L.2 .12 .06 !0 S.i 2.6 1.0 .50 .10 .05 ! A10 ® , g 1MH30' 4.4 2.2 .90 .40 .09 .04 C, 1MH Fi a_ ®E®E®�Ei7Ertit�2MH ,�662M�F.' 3MH ®® i�i 3MH t n R Lumeating NONE ®0 4MH Levels shown arere in in footcandles. Front 'Front DUMB S1361Q,. LSI LIGHTING SYSTEMS,A Division of LSI Industries Inc. 10000 ALLIANCE ROAD•P.O.BOX 42728•CINCINNATI,OHIO 45242-0728•(513)793-3200•FAX(513)793-0147 I r . • H E R I TAG E i t j DIMENSIONS I � 1 e� I 1 t --� T Bracket- 3-boll Pall8rn 23'Sq. 1 Nate:A 4'x 4'x 12'steel arm mount(bolt-on bracket) is shipped standard with Heritage fixtures. i LUMINAIRE EPA CHART Includes bracket. Single 094' ON90' 01801 T90' TN120' 090' QN90' F DL F DL F DL F OL F OL F OL F DL F OL Herilar e-12'Brackut 1 2.0 2.4 1 4.1 4.9 1 3.8 4.5 4 t 4 9 61 7,3 1 6.2 7.3 1 8,2 9.7 7.5 9.4 Nate:F-Flat Glass,DL-Drap Lens. ORDERING INFORMATION Select appropriate choice from each C0Iull1rl to formulate order code.Reier to example below. Optional Brackets:it optional brackets will be ordered,you must select"DSB—Delete Standard Bracket"in the Options column of this chart. Optional brackets must be ordered separately from the ordering chart in the Poles/Brackets section of this catalog. Luminaire Lamp Line Luminaire Prefix Distribution Waltaga Light Source Lens Voltage" Finish Options HE A-Asymmetrical 150 HPS-High Pressure Sodium CA-Dropped Prismatic 120V Standard Brackets 175 150.200.250.400 Wall Acrylic 208V BRZ-Bronze DSB-Delete Standard Bracket(See 200 SMH-Super Metal Halide OP-Dropped Prismatic 240V BLK-Black Poles/Brackets section of catalog 250 175.250,400 Wait Polycarbonate 277V PLT-Platinum to order other mounting types.) 400 MH-Metal Halide F-Clear Flat Tempered 480V COA-Cocoa Fixture 175.250,400 Walt Glass MT-Multi Tap VAN-Vanilla PCR-Photoelectric Control 73-C73 Oiflused Flat WHT-White with Twistlock Receptacle Tempered Glass GRN-Green LL-Less Lamp 3-Type 111' F-Clear Fiat Tempered Architectural CL-Coated Lamp FT-Forward Glass BRD-Brick FS-Fusing for 120V&277V Throw' GVG-Gray Granite FO-Double Fusing for 208V&240V 5-Type W ROG-Red Granite FD t-Double Fusing for 480V LMS-Limestone HSS-House Side Shield DTS-Descrtstpne PLS-Polycarbonate Shield' I MG -Green Marble NO-No Options l EXAMPLE O!=ATYPICAL ORDER HE - A - 250 - MH - DA - 120U - BRZ - ND Notes:Architectural finishes require additional lead time. PCR—Specify single line voltage. 'When specifying Type III,forward Throw,or Type V distribution, a clear flat tempered glass lens must be used. r{ For international voltages,consult factory. rNot available on fixtures equipped with dropped lenses. ` y THE ESAE SERIES EAGLE The Eagle's contemporary design exceeds requirements and complements virtually any architectural detail. Its sound, weather-resistant construction ensures durability, providing maximum lighting efficiency and energy-efficient low wattage. For a superior wall light, specify Eagle. ; SPECIFICATIONS HOUSING SOCKETS FINISHES r Each Eagle housing is constructed The porcelain medium or Each Eagle fixture is finished with from one piece die-cast aluminum mogul-base sockets feature a DuraGrip',LSI Lighting Systems' that gives a clean appearance nickel-plated lamp grip screw revolutionary superior baked-on while increasing housing strength shell and spring-loaded center polyester-powder finishing and ensuring weather-tight contact for long life. process,to give the fixture construction.Each fixture is litLIGHT SOURCES an exceptionally attractive UL listed for wet locations. appearance.Standard finish The Eagle is designed to colors available for the Eagle LENS/GASKET operate with any of the are bronze,black,platinum, Eagle's borosilicate prismatic following lamp types:High cocoa,vanilla,white and green. pressed glass lens is sealed to the Pressure Sodium,Metal Halide The DuraGrip polyester finish lens frame with silicone sealant. and Super Metal Halide with withstands extreme weather The die-cast aluminum lens frame medium or mogul-base sockets. changes without cracking or is hinged for easy frontal servicing. REFLECTORS/DISTRIBUTION Peeling.Finish is guaranteed The lens frame has a one-piece PATTERNS for five full years. silicone continuous gasket for maximum sealing to the housing. The Eagle fixture is offered BALLAST with wide beam distribution. All high-power factor type ballasts DOOR FASTENERS The hammertone reflector are rated for-20'F operation. Eagle door fasteners have two ensures maximum photometric captive brass screws to ensure performance.All photometric data INSTALLATION proper locking. is certified by an independent Each Eagle fixture is testing facility. shipped complete with cast-in drilling templates and plugged, threaded 112'conduit outlets for installation convenience. PHOTOMETRICS ®. listed for wet locations. 150W High Pressure Sodium IV Wide Beam Distribution IVITG. 3MH 2MH 1MH 0 HT. A 8 C 0 E F G No �®3MH [2-0 13.89 5,561 2.78 1.39 .56 .28 .14 10.20 AIM 2.04 1,02 .41 .20 .10 I ■®��2MH 6.81 2,47 1.23 .62 .2 16 .06 6.17 2.47 1,23 .62 .25 .12 O6 BA 1MH 5.13 1,65 i.83 Al .17 .08 .05 4,13 1.65 .83 .41 .17 .08 .04 0 3.47 1.39 .69 .35 .14 07 .03 IMH2.96 1.18 .59 .3012 .06 2MH 2.55 1.02 .51 .22 .09 .04 .03 2.22 .89 .44 .22 .09 .04 .02 f ■®��3MH NOON Lumen Rating 16,000 4MH Levels shown are in tootcandles. Front ®HOME 599691pS.. LSI LIGHTING SYSTEMS,A Division of LSI Industries Inc. 10000 ALLIANCE ROAD•P.O.BOX 42728•CINCINNATI,OHIO 45242.0728 r t5t3)793-3200•FAX(513)793.W47 li9nill9 EAGLE J# DIMENSIONS 1a�1 i ORDERING INFORMATION select appropriate choice from each column to formulate order code.Refer to example below. Lumirtairs Distribution Lamp Light Source Lens Line Luminaire Options Prefix Wallage Voltage Finish EG WS-Wide Beam 35 HPS-High Pressure Sodium PG-Pressed Glass Lens 120V Standard PCE-External Photoetectric 50 35.50,70,100.150 Watt 208V BRZ-Bronze Control' 70 SMH-Super Metal Halide 240V BLK-Black LL-Less Lamp 100 175 Watt 277V PLT-Ptalinum PVS-Polycarbonate Vandal 150 MH-Metal Halide 480V COA-Cocoa Shield 175 70,100.175 Watt MT-Multi Tap VAN-Vanilla WHT-White WG-Sleelwire Guard GRN-Green NO-No Options EXAMPLE OF A TYPICAL ORDER EG -- WB - 175 - SMH --PG MT - BRZ WG Notes:35W HPS is a medium-base lamp and socket. 'External Photoelectric Control is nat available on 48OV. q a 1 t � z Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 yc� o Tel. 413-786-0400 Fax 413-786-9927 May 17, 1999 Richard Mulcahy and Barry Lyons United Process, Inc. P. O. Box 545 279 Silver St. Agawam, MA 01001 Re: United Process, AImgren Drive- SP325 Gentlemen: At this time, when subject site is fully under construction, we wish to state our role in the site construction review. This role is to look after the Town's interests and ensure that the Site Plan and Storm Drain ordinances are complied with, together with requiring that building sewers and water supply connections comply with Town specifications. Beyond that, we note to the Contractor and Engineer any additional concerns we may have as construction develops, but we usually do not follow up on these extra items, leaving them to the responsibility of the C ontractor/Engineer. Last week, we spoke to Mark Reed of Heritage Surveys, your engineer, regarding the low lying loading dock area on the west side of your building and the water levels adjacent this paved area. We mentioned to Mark,that the 100 year water surface (elevation 90.00) in the pond would flood the low end of the parking lot and that furthermore, the outlet pipe's invert elevation was also 90.00, indicating that all removal of water would be by exfiltration. The frequent high ground water would reduce the capacity of exfiltration and could have an adverse effect on the pavement in the dock area. The 200 foot long flat area of the pond will need maintenance to avoid sedimentation. Mark noted that he established the maximum ground water elevation at 88.00 based upon mottling. On May 14, 1999, we surveyed the standing water in the area of the proposed pond and found it to be 88.67, said elevation reflecting a dry spring. Of course, water levels vary with time and our survey is not checked. We also have photographs of the pond area. Mark noted that the pavement was designed with extra thickness ( 4" thick). We do not fault the subject site design and the only purpose of this letter is to go on record with observations we have made. This letter is sent to you for your future reference and we need no reply. •« i SP325 - pg 2 Sinylely, es T. Daley, P. E., Town Engineer c: Mark Reed, Heritage Surveys h:lengineer\sp1325102.wpd cos (DO(4 -� II LOGP Box n �- DoctrnErrru PAGEk a 'A, , , , ", � . , .. ,I0, . !��! "If.4 I,� v I ,�� , ,1,1� � iI, , , :1 111!110; I III . .. I I.. . -1 Ir Al I "N -1 I I I�I I!I ii I ___--.-. . .. It. 1* 1� . , , I . 4 , I ii!I . I I . , ! I 711 � , ,�,� . . . I -1 .1 I I �1. . '..z� I .1 �. 1*1,`�:,�:.,.;-,�, �..:, , V_�. � ! I , . �l.1, . s ., . .I . �- :1 .1 '� , ,, , . . I.:. I 1�1 � " . . "',- -�:, , , - %, I.. . I , � . , i;'. " , , -, I . ,. , � - , , . � , . 1. . I . .. , . . - . . � -- % 1, I . - I. . �. : .A� , , , *.. , , . . pl.- I .. ,.ii� . � .: � .� . , I I ., _0 , : I � , ., '.�, V,,",,,� , . .. � . , " � 4. 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BASE COURSE f• I r x i h3' S TO BOTMIM, OF „. o .v o 0 0 0 0 0 > ) o _. . ,4 o a o o 0 0 o a o 0 G3 c GRAVEL BASF . © o _ o 0 0 0 0 0 f` THAT a c Q 2: OCAITD 50 IT CANNaT HE COURSE. © O O O O - - a r ` t : o o o O o © o Ea +� THE II 1` OBSCURED BY A CAR PARK ' � 1�I�II� M1 - a _ ; ,.R : o 0 0 0 0 4 0 0 0 0 o �i'b s' I �' SPACE (2' BEHIND CURE OR 2 .. S. 1 _ s. - .. r q I _ . o BEHIND WALK, AS APPLICABLE) O O O 4 O O F CONGRE LANDING O O C) 3 B#t00M h'�NISH 3,)CONFORM TO Ltd CODES. -� Y } . ,_ Imo{. CRUSHED BANK OP : 4 i RAY NDER CURBING -�-�------ , ,r G Ei~ d yc r Altr?ED I�B{�i , A , .: S � „ z 76,1 MAX: - . r MIN. R �a p MIN, 4 . f,. 5r©MPACTFD SUBGRA[3E; � •, 1 t 3 DIS--K MM STllt. 1 f • • r r MR RAN - - SCALE £. t { C T NOT TO 5 T9P OdNGtf w • NOT TO SCALE a �. . _, PLAN- � �lI `STA WI H Syr•. �;1 ,,,.��.aaa aa�� +�, INSI`A4E•L RI••1"• IILL �Vy�I WAn Ty CORNERS AND SECTIONS ',�, •,. , RADIUS SE ql� PSI NOTE. LiY Vy rN+�. iIVF�JYr1T nI., VW �"� ._ 'EXPOSED EDGES TO HAVE. RUBBED FINISH AW SURFACE SHALL BE .� TREATED WITH A CONCRETE PENETRANT / SEALER. 3�4 t A a i TOOLS GRat�YES l�'IE CURB $FC11C�S SHALL BE" CHAi�AF1=�Eb 'i � 'NIGH. r ., - ENDS i / « . INTO PORED CONCRETE r - �, 1, -r - ...• E THE CORNM OF CURB'SECTIOft SHALL MATCH THE ADJgENT SURFACE 1YP. � , cuR9 IN sIZI~. COLOR AND FUVtSIi. t:« �UItB, CURB CORNEM OR EDCXNG SHALL BE FiTTEI T ETHER A5 s CLOSELY AS POSSIBLE. ' {"•• , ,. , w . t^ T� CUltl�YE , , , G E (�A4i tON'.I INtS �.E a INVALLED AT A Mh7Cllufl314f 60 IYYEfV"1Y - ~` 0') R I,FEET {2 ON CENTER USING PREFO IuIEtD EXPANSION ,JOINT FILLEA ., .•-r t $" TYP. ` , HAVING A THICKNESS F t 04 H. NOTE: WHEEi•'CMR "BM PANT SMALL CONFORM T THE PIN PAINT D co R1�A o E STRIPING SPECIFIED ' r 4:r h AND SYMBOL SHALL 13E CENTERED IN THE • . STALL. 4 . w , WDICAP �S D `� S�'• CE D ABLE PIARK�N A r : r - , �.R PAINTING_ DETAIL w' t T TSCALE, - -1. — r . r ��•:�/�LI��•y��'��f�'•'.• Ai�► ,�y�• '� . '� NOT TO SCALE - 'r• \ - _ _. -. .,t' .. _ L'1ti1STM �A�II'�l![.C'_.:V7G9' �Y • 5 : ; a' NOT TO SCALE y „ . a , - r i� in •1• • •• i,. _ _ _ r , ff ,IVIi: +7LC i17.fJ .M - •Y D.S.F..� t aoMeG rr�r�+ • •.. _. � - , , •,: ,�, ,- .. _ . t,or.�� R►in svAc�Mc o� aaraywseo�t J, ` _ .. 5. :'i„ 4-• .. _ 1.' AID VVO.I rtSI< YVI..1.1. - .. _ • ^ :0 i �`alGRll'rl�tl'11 "AMI7RR4 1 , „ ' .. .• _.,r ram.. 1jr., •r•,/• - O O O U O 0 0 0 0 O O O © O 4 O O 0 O 000 Q O 0000 .. ` 1' b 0 a 0 O Q a 0 0 O a Q 4 O r 4 OM. S�CtiE'OULE 4�0 • _ -,a , t S PIP : I " r x , 0 0 PitCERTY LW ,. CURB r r r ,� `� - iw�nvx a� "coo ro�vr s�crrax T EXISTI _ PE SLEEVE _ y. PANEMENT a is ` • , r ' r . , k. - V }.4�.G� LEA.�.tlM _ ;_-� -__ E^ , .. -1 L. ' 'X '. V V NC• .S E1�' DE i AIDS a :r '�• ., NOT TO ALE - .. �.. '•:r- i b N.F.S. 3 1 �N - r Rj � Fiat BfAEDMK' s(JM�IIOE;IID AIiC 81li6R Ci�1C11E7[' fl1q./C'S cV 'I cV ,v .. - _ f TO l�E � STlPPOR7 1[fp,l�'�!C'IIC 51EE1 DrNtMOG P'p1R. 14 lu�(�t�l�"r`ING fi"iE1Ci!"�T a r .,,+ ro 46VM1 META HALOE INITIAL READING4. ' }, f. 9E£. Ma1Wr`A1R tom'AID R • 36D0�1 OMENS PER LAMP ' _ 3, PRiDY� ,1�75 •8' d fl a , _ �. PltOvrOE ElcPrl S�MY ,aolll5 Zn'-- d O C, M1u. , , -f`rP II DISTRIBUTION T#0 ,E I 5 U N 9 ., yr \ �7 R , + + 7"T/Z B1TL1Y1110[l OOFEIE TAP COURSE: 4 NOT TO SCALE , f•. 3 3 2" 91TUI111V0lJ15 OOIiCRlc 'BMVbEf�'COURS>E : . . -,. i r. a ,.. - X. - ) � f�lt'AIAIiE!'L� {'� • ,r' , r , ,r 1 4 �"'" Bf"I"UMi�lt�4 :BETEOCSTOG d' ibT+tGITE bAMD t�14T ?8 P.5.1. r% SIIWGUT 5UI2fACE COURSE ; ' 0 28 DAYS REINFORCED WITH 6 X. 6 E f Wt 4 W _ "rPAVEWqt <�•+•�' x x t 4 WELDED WIRE FABRIC , ;�5` 11CRETE SASE �N r STEEL CHAIRS .� CbURSE f :. r i x y.r .••.- IrtAT- tl" CET'E TANK �OOQ 'P�� .� . , few _ { " - ..•.� YS DAYS REINFORCED WITH X 6 .. TACK �A , ,. ..' ca�ActEn a �.M . X W2.9 X t1�2.9 WELDED WIRE FABRIC VERTICAL STING 81'IUMINOUSR . ON 3" STEEL CHAIRS OR 3.BARS 0 ' NE'W.' EXIST. QONRETE AND BASE I� SURFACE 1 r w CENTER tXSPLACED OR Y'. .. PAVEMENT . r' • +CIM dt CON'SULTM ENGINEERS ENVIRONMENTAL dt SITE PLANI�lE7l5• • xa - • NGfN ARCHITECI'i1f?AL DE5}GNER'S• TRAFFIC E EFRS 't•CX rn` -4 -• • , SIiRVIrY0R5 PROt1iWCT I,IAWAGERS +i. r MATCH EXISI'INCr �tA!)E r •(,] y _ _ ., r°, s - _ is• (f r PJ1YETi1� 1iE'SS � 'S flAE TO MIA a. tIE• � a�AgEa tCit 0 ,"" 'I�:d� 50Q B't �1' `r EXiST1Nfl CONDITlaM$, e_ - 011fB1 wit �1 , CIO , : PAVEM�IT N5 CST C1lC F1�d1 EOOE tlF + i I`ACK (bpi i1�FAC WERE '� -0" (F5S RQ►1t d e v�lc�. su � ., AVINFs' : - REP TO ExT�no TO fiDDE # ROAD. a it y t r J er • -, .. S I :. OF NEW PAVEMENT .. �'>r'kY51NES'M► 5NAC1 8E 1TtELii'1'�4 M#Fi..li T/(C!C . . F � � ►t c3 d w DRAWN 8Y: 5SR - ., T TO T _ tl? { COAT PRfOR PLA:Cp+IEN OF 13iE PERMANENT PATCH, , . s J CHECKEU BY: LMD , , , M••, :s :. ..1 : _ t• S" '.1 .. ,. +. '. :- .. .:, -. ': - r r R- '�Ll[Afi - t. � . vT:+►� a+� erg : + : pAVE1i1FJIT ADJACEtIT PATCH WITH- OF t1E1 i1FA �IiALt 8C TF.D r „ • ,,: R 4:' • r , coN��uc�ax �E� W� S - WALE: AS SHOW - rx � :� t' I; , a �: y sENT TA�NT 1.�. _ DRAWING N(\ 9 534.CaSA \ - c,r. - r r r w' , 2 - EP EII�E ET� LAC NT AIL � : . T 4 • , ¢� [� ' n PROJECT NO: W9753 . g Jar A".L.� .' .�'�. : , r y x 1 r�or rfl Sc�u �i NG !LE•S MASSACHUSEIS r H r PA E: 9. REV N 2 r: r r r , , , a { , :T •F- S• d di:• - , w.. a " -' „ , .' ... s, n ..'- ,. ,. y ,. -. . 's .f. ..' :� - r \; _ 'K,; 'ti, is .• ." •L - ,i f-` F'' ,. _ - f # ! 4 n - '-. -x- 1 ,. .. --. 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[' a T, .._ , r- 5 , , _ , " : . r C w :.a � s • , ., _ _ • r y A k21 R •: , l VE 'PkXD 't : 4 .. - Y. '.• , . ; : •.. -' .: .Ayr f , .., { t , ' r : •' - • ..' ti F �', r - .. ;:. r .LE�ARbM.9" X 1 d NHOLERING t OWSOiL dt LV S )l EXISTING , , , 1:U GRA$E HE�TiNC. fF REQ'U SE T A K S � � �/ "LE C FILL \f . ' F 2 DIA. k THICK' TO BE CUT OFF 5' MIN \ a ' ,;. • ; ,:- _ - „ : W ;., - ° _ r COLLAR 3000 PSI CONCRETE 2 4 f ROUND do MIN ' :� i ABOVE TOP OF PIP f k E BACKFIL t V�ITFi GRAVEL <s a: r \ \ eEDwNc ,2- OVER PIPE . , \ i , ANY SHEETfNG UR1Vl=N y { - WEN PVC RIPE 1S USED . r +' . .. OW I 6' CROSME'b / BELOW M D`-DIA. OF PIPE \\ ,. •:.• SHALL 9E LEFT IN P r U�CE / i- ONE a � P.V.C. STONE { ✓ BEDDING TO MID—DIAMETER •.r 40 RISER ,, •r -. \ .• - WHEN OTHER THAN PVC GRAVEL 5186ASE' 1 g' P.y.C. sCH. 40 / .. . L r- _I _ { } / PIPE IS USED Ng WATER. Na PVC ( SDR 35) WYE CONCRETE CRADLE \ .• L SEINER, DRAT OR FORCE MAN PIPE -�//\ Y. •, •- • - _ _ ,. _ lv�t COMPAD EXISTING 5tJBGRAbE r. ' HALF SECTION �\ \ HALE SECTION • IN EARTH IN ROCK F 1W ,. • - G"' P.V.C. � D-t-2' 3 MIN.) s SDR 35 , C H ET ., R - - � '_ "r : ' NOTES: THE PROPOSED SANITARY SEWER L1NE SHOULb HAVE f; OF 3/4 CRUSHED STONE ABOVE AND BELOW THE PIPE R EMBEDMENT MATERIAL. NOT TO SCALE FOR M AL. TRENCHES SHOD COMPACTED .L. � SHOULD � CO CTED TO 951E PROCTOR DENSITY AND 'BACKFlLLED , + ! IN 6" LIFTS. s� TERI►�INA CLEANaUT D AIL , NOT TO SCALE { `Y - 1 CAL---i TILI NCH : k ! —L NOT TO SCALE ._ I / w .t, - PERILICI� WriBaBpER / '+ :{,, t!' ,T '' I• :. '+ � ar e , � ADAPTER {,Ri _ - MPftOVED EQ11A1. (TYP) >iM1F11= qtW AM , 71, SE CAMPBQI PATTERN W. 120� OR APPROVED EQUAL i 7 I Ill` MORTAR COAT i. a t , (OUTSIDE ONLY frlir! EREMOv PRECAST COW. C" Q O D, lvrn nre M.H. MHTH MORTAR PIPE QUI. � 1 Jolws BLACKS . A SECTION A-A RLA _ #kAMIdLFS. Q' To S' SFIA11 a i r - _ SM'IGLE WEsaLI CON5TRt1C710N (e) . MMMOM S TO 12' !SEEP SHAM BE � `i FLARED ENti SECTION ' � � DOUBLE wAll coNSTrt��cnou (1 x') rt,; `;y: - .. ,. - s • > 1S RCP ► TZ THICK W/FILTER F'i ARIC SPRINcs l�o STREET 'Agog I%k THICK W/O FILTER FABRIC ' -• .' ' r OL3Tl.ET Pt � ,.., . �•- COMC NlV�T TO e� � •'' _ POURM W"N MAMHME IS COMPL7TIED 1 25W PSI CONCRETE AT 28 QAYS SpCTION A—A Cl1USHED STONE x ' FLED ENO RIP _ DETAI . ;.. : mom NOT TO Sau F t DFP11•I OF a%"T TO BE 04 OF 741E MAIM SE%" THROUGH SE�Ct1oN S--$ DOG HOUSE DETAIL NOT TO SCALE ` a .„. r �>,.r. . -..+ .r:: ... -re-. ,.-,tom ' -- .....,^r— —....-...--.r— .. _ -. ...,.:-_»,- »_.,....«.-. `"—. „ -. _. -,�- .-_..—^- _ -. ._- _ .. __ .__.— -� _.- __ .—___.___ —_ —____—_ ___ _+a. ss _ _ _— —_ .____. ._ .. ,�-_._ _., _ .. _ ___ -- - —__ -- •-•- - ----•..»- _.___..._. ..___ ..,.__ - : 2,CSQ+ HEAVY DUTY FRAME & GRATE f C.I. L ON —F CONCRETE CURBING OR eBAR 1f--244 3 LANGE OR gR, CONC. CURBING SEE w APPROVED EQUAL (SEE GRADING & BIT. NC LOCATION AND TYPE r, UTILITY SHEET FOR RIM ELEVATIONS) f; FlI'HSH.GRADE t' $$ MORTAR 3 SIDES 'TWO COURSES OF t ' MASONARY MINIMUM,BRICK . . TII MAXIMUM, BED FRAME AND 4 I BRICK WORK IN 3 8" MIN. r PRECAST REINFORCED Ir 1 A / FULL MORTAR BED. THICK CONCRETE CONE 7Q i. '• ,r Y OR 9' THICK FLAT VARIES i LID (WERE SURUIL ' IS SHALLOW , 1 COMPRESSIBLE FlLLEIZ (6lIM RUBBER) ` s NON-SHRINK — ALL JOINTS MORTAR O PIPE' OPENINGS ALL FLOW GAS TRAP TO 8E LEI9ARC3N �. • x AROUND SEE PLAN FOUNDRY OIL do GREASE . OR INV. TRAP R APPROVED EQUAi. OUTFLOW PIPE (18" DUI. MAX. COMPACTED GRAVEL,. " ZL r r COMPACTEDSUBGRADE t" r t PRECAST ,C014CRETE : NOT TO SCALE r - _ .. 1. ALL S'F�'tUCTURIrS L� S13TT`ABLE , � �' - r. FOR H— 0 LOADINO AND MEET THE { t• f1 REQUIREMEMS OF ASTM C47$. s 2. USE PRECAST FLAT SLAB TOP FOR SHALLOW I APPLICATIONS ,w , .. r -h~ • - _ '- �. - -' - �� i.Sb7\i(\/(�'��r6,>ICSV 6J �\�\� - D �\/f��J�jI • • CML I!r CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLAID NIMs •, ,. I' • TRAFFlC ENGINEERS ARCHITECTURAL DESIGNERS• • ,` ''t•. .... „ ... r - ;Y t • SURVEYORS PROJECT MANAGE �y p _ t T La Ida �1- 0400 [, F'AFiI �lY I0R&khElA CT ti, DRAWN BY:. SSR . no r CHECKED B`l: LMD' �1 SCALE- AS SHOWN - tl �+�rrs�UdTro�t Er�s J AW1N - 7 DR G N10: 9 534 COS$ t- - ry ... ss aura ,.. 1154 $PRINGFlEI� $TRH PROJECT NO: i1v98515 , b , ,. l y EEED�NG HtLES MASSACHUSE'�TS � f > PAGE: 1 REV. N0. c , t , ^^ Ip I. .... -i v' , '.' ';- ,r. ,e , .. 'fir - '►- }.. . - h `,r. g r:M • r , i. ': .. . •,. ., ! .. .. r y .,, . d e .. ^ �' . �. - , _' 'e', K 1. , .. _ -. ,-.'a .: _h. : .m .,. _ ..•,- ... .. . ,. .. .:,,. -:C '€' ,5. r : ... .. .. i "G .. - S .: � .... - ,. . .'. , :. - - , '.. : . '..'w:' al, x ! r 1 :4' •- •F,f'- w 1' ' ., r i. : .. .'. r- ,. .. >< •.. s, .- "�- � -. .. -. ,:r : 3 :'.. r `,Y -•tom,` � - r ',9.' - s' 4 r ,. � iP `ate l jL 0. w , T 7, P "77 , M N. 17� - ^fit , . . 4 T. �� 7Vw A *T l 4! 1. 41 e, A/C uNrr A/C UNIT ELECTRIC ELEC SHELVING SHELVING SHELVING SHELVING ..PANELS, • 7-DOOR WALK-IN tO" _Hm STO RAG E/ INK UTHM ROOM ICE MACH. HAND SINK MOP SINK 'b' SAY SINK S. I REGI I m TRAMAC77 .. AREA SALESRo ()M GEMATo NQ= SHOWN 'ARE 'INTENDED FOR 'GEWRAL 'INF0ftXN* ONLY.1. E)USTING DIMEN�ONS CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS BEFORE I REGI I FABRICATION OF MATERMS. NOTIFY THE ENGINEER OF ANY FIELD CONDITIONS FOUND TO BE DIFFERENT THAN INDICATED ON THE PLANS. om I. -PLANS, THt strLr mm MALL` supERcE 2. AN CASE OF DISCREPANCIES BMEEN DE IN ALL CASES. NOTIFY ENGINEER OF CONFLICTS. r 2 3. CONTRAaOR SHALL PEMR TO SmMak Wwws By OTHERS:OOK ACCURATE ER OIL�,PAP INFORMATION REGARDING THE REMOVAL AND CONSTRUCTION OF ALL MATERIALS. -TRUCIION AND COMPONENTS SHALL CONFORM TO THE 4. ALL BUILDING CONS BUILDING CODE CITY Of AGAWAM REGULATIONS AM THE APPLICABLE FOR THE STATE OF MASSACHUSETTS. 5. NE INSTALLER SHALL BE RESPONSIBLE F60 COW: LiA�dE WiT4 CODES AND REGULATIONS REGARDING DESIGN AND CONSTRUCTION FEATURES OF THIS 4& SYSTEM. I I I L -DiSPOSED OF 9Y OOWRACT6R IN AttMW E'*fM AU B. SOLID WASTE M BE 4c LOCAL, STATE AND FEDERAL REGULATIONS. r. a. 5ING D FIRE 7. IT IS THE RESPONStWTY OF TIE CMMA" TO NOTIFY THE &JUDING DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUMN. mAk mr, mc rUM K ALL MATERIALS' AND' OUWUNY'NALL CONFORM 10 OEM PETROLL SPECIFICATIONS ROOR ITROPOSM, PLAN OR i&EDULES AkD"GENEKAL' CON5�C3t�l NOTES. 9." REFER TO SCHMLE 9HEET f ALL SCALE: 1/4"-I'-Cr 10. AkY REPRODUCTION OF THIS ENGIWERO DOCUMENT'WTHOM"THE PRIOR CONStNT RECORD' IS STRICTLY PROHIBITED. ol • CML CONSULTING ENGINEERS PLANNERS* TRAMC ENGINEERS ENVIROf&fEN7)4_ WE ARCHffEMRAL DESIGNERS• PROJECT MANAGERS- G. (506) 871-9401 TM 9 ffm7wivit FAX mi Otte ii munguvoo JAPTff TC T v INGD" **LD. 'Cr CA FARAD DRAWN BY,, SSR, Ti•p Halr0toHnor, Ica CD CHECKED BY:, LmD 2/9/99 DATE: SCALE..PROPOSED.- LOOR ' 'PLAN 1/4 tmh I ft DRAWING, NO: r, 97534.FP2 PROJECT NO: �.W97534 'SPRINGFIELD' MEET FEEDING HILLS j MASSACHU• S" PAGE: 11 REV, NO. s7x • I �ly SINK fill 4e, -'. „ .. ... .., s �p ` ., "$� '^Rg' "�T°'i iTr<d"'' p? ,•€�': ;' S. ?'4`''�t._1�y.r'4^",te'w7hy[`. f• : : w ' "i 1 : 4' . } �!lti k n . f r , • r • y - f .. „ ,,-' 1, -. ; :?. - :.: :r ' l . . .. _ , • : r. J , r- , M , - ,' w #SAP. F • Clfft 79M n . h MAP F 10 UN 7 C _ {> t10 me I MUM PLWML - !�' it • • - - ei • , J33' W tt o.&%a at e 0� ..7-7.1 tw• a it / 'h i '`�' - : k`• V } M A« r 5 P � .r .:y ti- !b. ',� .. - .Y WIW1wV `SaFT � - - - � .. .. - •. �. ' 1-, •i c. �C - - EAGILE SERNES iWW METAL NA AS • - ' MOPANTACTURED BY L3 LiOHIN G "TM (TYPM 3 PLACES) I°= CANDLE L110"NOQ i ,, CONTCIl1R ..._� , _ „ - - - ---- +- -'-'- • f: is ram, SO I x t t LDn 3 � .� MS LAJ m6am m. 1RL+a1CC Cr Tw G sPEccAo�rs 3 1109 SPf04%lW SIRI=ET CANOPY yy�� n AG14 AY, MA A,• ,, . ey' �.�.48$3. ma's.�� LSI i1011{!40 SYEiT'T� - . _. .� �. � A r r RICMMOND SERIES 4" METAL HALIDE REI mff wm na LEw r �. � - * - : °r - •. IdDDEI M0. R1C-S-400-M11--73 �•� 4 ' M>ti1P , `e Lmm 4 ', ANL"►% AREA Lld FI3: lbllftftC'RUZ NERD'Ts. C'f �tW OF 6W T4ERTTAM SERIES 4OOILI MALIDE AS Ls 4.IC~ SYST191S' w 03 CHAM TERRACE 4gD07 CANDLE L1GIffN4G MANUFACTURED eY LSI UGHTN40 SYSTEMS HERITAGE SERIES 4" METAL MWDE *MUM UWt*TN MT L©+6E h•?; irw �r > mw (YYPIGIL) A MOM NO. ME-A-400-MM-73 D.e.&.302, M140 M . , : � - .. Bl11l,DNi1C 11bt1NTl� LNIliTS': � ,ry -. • - r EAGLE IEfAL n , } trtAR R 1 O 1�AP F t 0 ! MODEL NO, ETi—MIN—I'30—YM y fR 4 !a S , r u : r p . _ ,Y•n - ♦ � �I: � Yam/. • MV(MGV N ' Lr�IOHr ",r 4 t • r , -> J t t L N E!7tM[ IQ145+ t IL op TIE CDNTE1dR TU RlME11►ALL to THE DIbIBIA1CS . I r NO SPEOP 4TIONS ASSOCIATED WPM TMPROJFXT WOAKSCDPE PWW TO TlIE t O ) x WITATTON OF CONSTRUCTION. SHOULD THE CONYRACT10R FIND A CONFLICT WITH TIIE I{~ CAMW LN tfKi I 4r 11 j ' ` rl �} i - DOCUMENTS. RELATK TO THE SPECOrATTONS OR APPLICABLE CODES. Tt IS THE 440W METAL HAM FSSFD LIfAR �:•., COWRACTOR'S RESPOIJMUTY TO NOTIFY THE PROJECT DrAR fR OF RECM N4 *#*4 rL : . 71f/ FL/L{ t4OaLSE AS Ii Y4uFhCTURED EIY LSI !.�' ♦ • rr PRIOR TO THE START OF CONSTRUCTION. FAA-M BY THE CONTRAC M TO NOVI" THE LIO4tTING SYSTEMS (TYP. 12 PLACES) ■ 7 PROJECT E60IMEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSMILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFNVED BY THE DRAWNCS AND N4 s, c FUEL COWORMAMCE WHH UXA- REGULATIONS AND CODE'S• y - �• •' - � � ! 2. lllal. MICMK 5MY1LL CONMORIIf 1Q THE TITWN OF ApI4NM>tI AID'COlAAIONw61Y.Tii ETF' _ MASSAL'fMl5EM W MMAAIY DEPARTMENT CONSTRUCT" STANDARDS AS APPUOARE- ,} � STMLL BF 1T4E ODMIRi4GTOR'5 I�M'01491EIL�1t/ Yn_ NOTNiY'Dili-SAFC' y. t T-R��ie-344-- HOURS PRIOR TO ANY E1iCWATWN. - L,� 72 ON THIS SiTE:. OOM#4 • � M1ATT]t � ST`TME:R � OUT TF4ER UTTLIf1F,lR: ,i� i22i t2 DD' SiMIL Al.50 NOTIFY LOCAL DEPARTMENTS WIRK 4. LOCATibN Of All 4DOSTN40 I4iD PROP'OSfD SERYICES Ot APPIIO7(MIiTE Alm MUST ♦ + .+ 4 - +..'. .i i aL + + •♦ W CONFIRMED MIOEPEIMMY WITH LOCAL. U1N.IT1' PMOR Ta OOIIM ,.+ - •• - + - r _ - - OF ANY CONSTRUCTION OR DMAVATION. ALL. UIM SERVICE CONNECTION POINTS SHALL - .. �`-. .•, g., - '' ,� '+• _ eE CONFRMED INDEPENOENRY 4TY THE CONTRACTOR IN THE FIELD PRIOR TO THE ti$. COMMENCEMENT OF CONSTRUCTION. '`•� . _ 5. ALL UNITY LGDi1710F6 ARE 1PPROO"TE 41' Ni 11E llY r CONTRACTOR TO LOC/�f CONDUITS, PRODUCT P4IiIM0, ETC. PRIOR TO OOM6IE14CE141ENiT'OF - - • - EXCAVATION OF ANY TYPE. ,•� d ANY 00[1C1MdN 4w THIS alwavm0i"aff Mt1TT40UT Tw PR40R'ODNSTENT ! '' OF Tw 'ET40 mmw OF Romw 45 STRICTLY PRDFNBf n. rw T. Ni C°�E Or aE7TrEl]4 THE..-' DISaKPANCIE3 P1:AIINt STIR!'L+W T+rR:L 1EJ�EJl9EDE Md ;:.. - - SPRING- 'I�I� STREET " , r ; n ALL CASES, NOWY DX WJEER OF RECORD OF ANY COMFLICIS , . 1. tr ' , w . NS 'TWG, CML di CO t,ll ENGINEERS EFMRONIIfENTAL`is S^tTE Pk•A#�f$1R5 r i TRAFFIC IRE ARCH ESW'#VERS �► , ENGI NEERS E12S rl'ECTURN. D ,. .A • SURVEYORS PROJECT wANAGERS• t Imo- - _ • .. .. , .. n.' - .,a- .. - _ iC h•r - tl`oe AT1-�o i ram. t� •=ego ales � �� ( � � rry,• v , , Yt 01581-� 3 fAm"NOW44 W., UTMK iff I9LiR1 ,NJ VA r W V f VAn N BY:: ,?•3il : n > .fir• ..' :. 4.. - -; ,. - Y. e r v - e O CHECKED $Y` Ltifi�k C - „ U _ ' o , , xe c � I C?, :a • Uj DATE: 2 23 98 r LA; -Yf • .. :.z.' a ., 'r - i` ' - F _ ya L - SCALE: : t_ Y- .Y 1• 9 'f- F A Y' uu „ s S eta .- DRAWING N0: 9 3 •�. 41. r , „ e • ;r h w : r. r- : iN FlELD S"�tEET PROJECTNo: -_�a W97534 ,r - t. �b.- �. i fnch h tNG Ht MASSAC U ET15 4 �' PAGE- 12 REV N4 1 ' . : t k A• S 9 n , 4 6 h , _Alm l^. - .s' •ti' -Y '` i' -. ... ',i.;.'.. .... ..,, _-.t -. ,,- :'_ _ :- yr _y._ S'," - '.F ,'a• of 'q 't.'t •.n - e. Y , 4 Y r } n 4 -i �. •. .. _ .. u- .M.-- : i .. _A k _-.t • r r a` -. :... :.' ._ _ ,Vc ry •_ •L' i , , i• .- F "GETTY YELLOW' STRIFE FASCIA PANEL ("GEFTY RED") `0 17 I ' r (V 12" spur-FACED b SPANDREL C.M.U. WALL GLASS (GREY COLOR) I ! BU LD NG SURROUND 46'-b" PROPOSED SPRINGFIELD STREET ELEVATION SCALE FASCIA PANEL do uw 12" SPLIT-FACED C.M.U. WALL BUILDING SURROUND PROPOSED RIGHT ELEVATION ALUMINUM CUTTER SCALE 1/4"=1'-0" AND DOWNSPOUTS II T SPLIT-FACED C.M.U. WALL � �� GENERAL NOTES 1. EXISTING DIMENSIONS SHOWN ARE INTENDED FOR GENERAL INFORMATION ONLY. CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS BEFORE \ FABRICATION OF MATERIALS. NOTIFY THE ENGINEER OF ANY FIELD CONDITIONS \ FOUND Tp BE DIFFERENT THAN INDICATED ON THE PLANS. BUILDING \ SURROUND \ 2. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE \ IN ALL CASES. NOTIFY ENGINEER OF CONFLICTS. 3. CONTRACTOR SHALL REFER TO STRUCTURAL DRAWINGS BY OTHERS FOR ACCURATE INFORMATION REGARDING THE REMOVAL AND CONSTRUCTION OF ALL MATERIALS. 46'-O 4. ALL BUILDING CONSTRUCTION AND COMPONENTS SHALL CONFORM TO THE - CITY OF AGAWAM REGULATIONS AND THE APPLICABLE BUILDING CODE FOR THE STATE OF MASSACHUSETTS. PROPOSED REAR ELEVATION 5. THE INSTALLER SHALL BE RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS REGARDING DESIGN AND CONSTRUCTION FEATURES OF THIS SYSTEM. SCALE 1/4"=1'-0" 6. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. FASCIA PANEL 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE DEPARTMENTS 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 8. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO GETTY PETROLEUM MARKETING, INC. 10 SPECIFICATIONS. `q 9. REFER TO SCHEDULE SHEET FOR ALL SCHEDULES AND GENERAL CONSTRUCTION NOTES. 1 a 10. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRICTLY PROHIBITED. b I 12 SPLIT-FACED C.M.U. WALL • CIVIL & CONSULTING ENGINEERS ENVIRONMENTAL & SITE PLANNERS* an • TRAFFIC ENGINEERS ARCHITECTURAL DESIGNERS• n BUILDING • SURVEYORS PROJECT MANAGERS• aSURROUND o TEL. (508) 871-8400 9 ons STREET FAX (508) 871-8401 m o TEST 0ROUGH, NA 01581-3311 U FARMINGDALE, NY BROOKRELD, CT cp GRAPHIC SCALE m DRAWN BY: SSR s o 2 4 a Q v CHECKED BY: LMD a DATE: 2/9/99 T PROPOSED LEFT ELEVATION ( IN FEET ) a BUILDING ELEVATIONS SCALE: 1/4"=,'-0 1/4 inch = i ft. a SS # 618 SCALE 1/4'=1'-D" CN CN DRAWING NO: 97534.BE2 N 1154 SPRINGFIELD STREET PROJECT NO: W97534 N FEEDING HILLS, MASSACHUSETTS � PAGE: 8 REV. N0. 1 Q ., ,,.n. ,- .q ..-�.... -.. , .- - y@�r.•y: �,W^. ,� ��.. .c .:� �,:v,^.., <i 7` 5>�:.., ^t f'.'. - I } •y '� �•�� " - Ir - Y � - - - � 1 - ,. ��' � - .. .. �, - -;, yt ry. i tom' -S R A fA n"qe J F F� r ERNE"STO 53 SI Dr1 40 �� .M .� �Ai • �� i •4 /IrJ i/iir I'.� i .� ��14�1 iJ i (ASPW.tl- ROADWAY) r � ' ow r L IT krON 1000 W MAP F-10 for 7 MAP F-10 LIN I MAP LM 3 0 i 1 NIF LANDS OF ROKU J. CECCH. TRUSTEE OF THE E RMINI0 CECC141 "TRUST 1109 SPRINGFIELD STREET AGAWAM, MA D.B.4W3. PG.118 � � 1 1 1 1 jMAP � 10 I MAP aF��-10 � 1 ! � L PIPE Idl[rD moo, i GRAPHIC SCALE 20 0 10 20 40 s0 ( IN FEET ) 1 inch = 20 ft. 1 1. APPLICANT: GETTY PETROLEUM MARKETING, INC. MASSASOIT AVENUE do DEXTER ROAD EAST PROVIDENCE, RHODE ISLAND 02914 2. LOT SHOWN ON ASSESSOR'S MAP #F-10, LOT 2 IN THE CITY OF AGAWAM. 3. PROPERTY LINE AND INFORMATION TAKEN FROM A PLAN ENTITLED BOUNDARY do TOPOGRAPHICAL SURVEY' PREPARED BY CONTROL. POINT, INC., WATCHUNG, N.J., DATED 9-25-97, SCALE: I" — 20'. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINEO BY THE DRAWINGS AND IN FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 5. ALL WORK SHALL CONFORM TO THE CITY OF AGAWAM AND THE STATE OF MASSACHUSETTS HIGHWAY DEPARTMENT CONSTRUCTION STANDARDS AS APPLICABLE, 6. ALL SITE WORK INCLUDING CONCRETE MATS AND PAVING SHALL BE CONSTRUCTED IN ACCORDANCE WITH GETTY PETROLEUM CORPORATION SPECIFICATIONS. 7. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTK)N OR EXCAVATION. ALL UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. S. ALL UTILITY LOCATIONS ARE APPROXIMATE rr IS THE RESPONSIBILTY OF THE CONTRACTOR TO LOCATE CONDUITS. PRODUCT PIPING, ETC. PRIOR TO COMMENCEMENT OF EXCAVATION OF ANY TYPE. 9. ALL EXCAVATED UNSUITABLE MATERAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG--SAFr (1-888-344-7233) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE. CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER & SEWER DEPARTMENT'S TO MARK OUT THEIR UTILITIES. 11. CONTRACTOR SHALL NOTIFY LOCAL FIRE DEPARTMENT AND OBTAIN PROPER TRADE PERMITS PRIOR TO COMMENCEMENT OF WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BUILDING AND FIRE DEPARTMENTS 48 HOURS PWOR TO COMMENCEMENT Of CONSTRUCTION. 12. THE LIMIT'S OF WORK SHALL 13E CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE CLEARING. 13. ALL CONCRETE AND BITUMINOUS PATCH AREAS TO MATCH EXISTING GRADES. 14. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH O.S.M k REOUIREMENTS. 15. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AMC) FEDERAL REGULATIONS. 16. CONTRACTOR IS RESPONSIBLE FOR ,ALL EXCAVATION TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE, 17. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD' IS STRICTLY PROHIBITED. 18. IN CASE OF DISCREPANCIES BETWEEN PUNS, 714E SITE PLAN WILL SUPERSEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. 19. ALL FEATURES NOT LABELED AS 'PROPOSEDr, OR "TO LIE REMOIVECr SHALL BE CONSIDERED TO BE 'EXISTING TO REMAIW. 20, 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 BACKRLLED WITHOUT THE PERMISSION OF THE DIVISION, 21_ ALL PLANTING THAT ARE IN OR ABUT THE PUBLIC WAY WILL BE MAINTAINED THROUGHOUT THE CONSTRUCTION DURATION. 22. 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. i m w MAP F-10 LOT III N/F LM OF ERNM OW IVM E. CRi 93 CFWN T R CE SPRNGMLD MA D.8.8302, PG.142 cuTllrr,E>s� FM rr '� r r � r rr u %tn-AX 70" r `• 1 r MAP F-10 I. PfIsE i LOI 7 FOl1ND / LOCUS MAP NOTES: I 1, LOCUS KNOWN AS LOT 2, MAP F-10 AS IDENTIFIED ON THE ASSESSORS MAP OF THE TOWN OF F AGAWAM, HAMPDEN COUNTY, COMMONWEALTH OF MASSACHUSETTS, 2. AREA - 37,545 S.F. OR 0.864 AC. --' x 00 I 3. LOCATION OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. ALL LOCATIONS AND SIZES ARE I BASED ON UTILITY MARK -OUTS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE & ACCESSIBLE -- -- -- -- -- IN THE FIELD, AND THE MAPS AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY. BEFORE ANY EXCAVATION IS TO BEGIN, ALL UNDERGROUND UTILITIES SHOULD BE MAP F-10 VERIFIED AS TO THEIR LOCATION, SIZE, AND TYPE BY THE PROPER UTILITY COMPANIES 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY CONTROL POINT ASSOCIATES, INC. AND OTHER REFERENCE MATERIAL AS LISTED HEREON, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT 5. THIS PROPERTY MAY BE SUBJECT TO RESTRICTIONS, COVENANTS AND/OR EASEMENTS, WRITTEN OR IMPLIED 6. UNDERGROUND TANK SIZES WERE OHTAINED FROM INFORMATION RECEIVED FROM STATION MAP F- 0 MANAGER OR EMPLOYEE. ALL SIZES AND LOCATIONS ARE APPROXIMATE & ARE SUBJECT TO LOT 2 x FIELD VERIFICATION /I L*M OF r IE w 5 PEmum, W. I 7, ELEVATIONS ARE BASED UPON TOWN OF AGAWAM DATUM, x 175 91MHtvm BOl1 Tom 4OM", PCNY 1IM3 -- _- __ -- 8. PROPERTY IS LOCATED 1N FLOOD HAZARD ZONE C (AREA OF MINIMAL FLOODING) AS PER .......^�__ -_ REF. J2. r MAP F -10 ; REFERENCES: ' LOT 3 � N 7R OF � � � I . MAP F-10 OF THE OFFICIAL ASSESSORS MAP OF THE TOWN OF AGAWAM, HAMPDEN COUNTY, f E RMW CEM4 COMMONWEALTH OF MASSACHUSETTS. Ir rw .' •�, x Iwo 1100 94i00MD S7QW 2. MAP ENTITLED 'NATIONAL FLOOD INSURANCE PROGRAM, FLOOD M15URANCE RATE MAP TOWN OF D.8�+8 ,, PC.116 1 r AGAWAM, MASSACHUSETTS, HAMPDEN COUNTY. PAGE 1 OF 2- PREPARED BY U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, EFFECTIVE DATE: FEBRUARY 1, 1978, COMMUNITY --PANEL NUMBER 250133 0001 A. 3. MAP ENTITLED "PLAN OF LAND OWNED BY ASHLEY R. AND MARY A. COLLEY, JR* PREPARED BY / FW t r+1 FRANK A. RUELI R.L.S., DATED: MAY 1960, RECORDED IN HAMPDEN COUNTY REGISTRY OF DEEDS r FETID Ai•� IN BOOK OF PLANS 76, PAGE 32. MAP F-10 f �I x 1� ooar 99x W► 4. MAP ENTITLED "TOWN OF AGAWAM MASSACHUSETTS DEPAIt1MENT OF PUBLICWORKS FEEDING HILLS EDT 15 �� 12 AREA 1982 WATER MAIN IMPROVEMENT PROJECT SPRINGFIELD STREET STA. 65+00 TO STA. 89+00" DpIE5I0 E �� ' �� I I PREPARED BY MICHAEL R. PARSONS, DATED: OCT. 1901, SHEET NO. 4, RECORD PLAN NO. 2376, 1 lOns I I 3NGMD MAP F-10 MAP F-10 5. MAP ENTITLED TOWN OF AGAWAM MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS RECORD D.B.E302, PG.149 PLAN � �I°acl ��PRI' � .�'�� 19at slonaar root ► x �7 — �' - - x X x OF A PORTION OF SPRINGFIELD STREET" PREPARED BY DANIEL W. O'BRIEN, DATED: JUNE 1994. x x r r•Ellr LOT 4 LOT 9 PLAN NO. 2807. ry!A i�"� ty►tA �� S. MAP ENTITLED *BELVIDERE AVENUE AS LAID OUT BY BIDARD OF SELECTMEN AGAWAM, MASS.- PRE- ,/ PARED BY TOWN OF AGAWAM ENGINEERING DEPARTMENT, DATED: FEB. 1952, SHEETS 1 OF 2 d --- FlRI LDf: ar IEflFtILT f c �`� '� SHEETS, NO. 771A. FILED IN THE HAMPDEN COUNTY REGISTRY OF DEEDS ON APR. 22, 1952, *� IrII 1 xitl� u/p IWS � MRSlo16} � �'►�ErEFn ± 0PLANS 36, PAGE 19. 'EIS. /r � � /� IE1Dt �� I/11w x t rrr ww 8 r110YEE#10lIIO I �� L F p FWW 1MIk DME� j F i + ° trAlMll ° i _� 1�iT r 2i 001� I E87k i i tI iI i1RT,JiO I '!� I �►� �* 1 !sl St�Nd1RD * i 9 I I lMr,+201.71 I 6� r -� I I J F p MT ❑ ;J tw9cs (SE[ 16) # H FI#R n1all G9II 0 n 1 9Kl' �,�A, x N 1 r rafllrlDLA r III r r i 9N..i02.�S IMT pow �' I I UTILITIES: r LOff y 10 �� 7P"� I n A 1,-' Al19LLr f P61�f I r Owmm Lm C7aIC M11p �A10 �_, ' i fPnldT7tr WA I i THE FOLLOWING COMPANIES WERE NOTIFIED BY THE MASSACHUSETTS DIG SAFE SYSTEM (1--SDO-322-4844) AND REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE. THE UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. SERIAL NUMBER(S): #974004468. t1 I F w4 a q► .". �`�, ,, �'" __ UTILITY COMPANY N MMEJER RAV low_ Aw Ku (rop a * VOL MEDIA ONE (508) 853-1515 "w"u/l m wilt) 190.00' ►d'�' W 222-�r BELL ATLANTIC (413) 781-6000 �, F 80' 4 3 '2 9 " W 1119c►Fowt+ w'04W �. 1t111lSF pIrEI ; ►�`�' WESTERN MASSACHUSETTS ELECTRIC (413) 785-5871 r iP,Pt( Md0 I ' I 'AN r `• 1� Wit+ 'fits f� P, -� �j131 Iw pstt BAY STATE GAS (508) 687-1105 r� AN tr/►11x i .10. r o I0' ° - - TENNESSEE GAS (508) 478-5504 --^----- D]F--1+�t01T-I ---------- ---------------- --- ---- - --------- ON ---^----^-- --- ---- ON - - a -------- dl------------- pl ----------- 4n ^------ ----- n- --- �Fn 2n^" _� �'....�� GIF55 NFA- ----------------------------- - -- --- -- --------!y' ----------- - -------------- - ----------- --- - -- -- --- fY I& -- -ter ----_-_^_-- --- � r 15. Acp - -n --_ MI S1flMi _ � _____-- ----^^ 1 t� --_---.------------------------------_. _ .---__-__ .__-_-_----- _- - i0o 1wt ig 6 I C` r 6 la (pw 000 G G IL------- I I ___ _ I __-----..__^_-_ I* --- --------- - __________ w-_______ I -_--.-_---- --- I ----.-__-^-_--- I ____+ um PRUN, FIELD psoft.D.II.) STREET "m IDG a ua ttlm w 06 M � >Lv vp p (amw vTI1FTED, srT MR !a) dFu►Io.Fr I i+9lrrtr warowal I 3" W. a 10-t11R --- L --I _� __ __—__-- -- ____------__• = ^_—=��_-__.. _ _-_-___. 16r cur__,==�-,_____..______ '�°'"—� — — _ _ _ .— _ _ _ _. _ _ r�I. tcc. aF uc. w uFFT ,� hTT ly. _ i _ wit MAP p (W FiID VEWIIA SIT RM 0 FI .XL37 w r 0 _-4 IIv..199.7T FAI-ZO{s1 ----------_--_ e-------------- 6-------------- o ------------1 c ------------ c-------------- c -_- ---- c-------------- c ----_-- ------- I�r.-I n.99 F------------- 1-------------- I -------------- I ------------- I ------------ r ---- ------ r-------------- r-------------- I -------------- LEGEND --123--- EXISTING CONTOUR X 123.45 EXISTMC SPOT ELEVATION X TC 123.45 EXIST. TOP OF CURB ELEVATION X 0 122,/5 EXIST, GUTTER ELEVATION V WDRANT M UTILITY VALVE ON OVERHEAD WIRES --_ *---- APPROX. LOC. UNDERGROUND NEATER LIVE ---- 0---- APPROX. LOC. UNDERGROUND CAS LINE --- T ----- APIMX. LOC. UNDERGROUND TELE. LINE + UTILITY POLE E TRwm Soft w so NWM43 NY IN.M my,r19T Km W_auc.MLUi4RRW NOTE: THIS SURVEY REFLECTS FIELD CONDITIONS AS OF 9-25-97. GRAPHIC SCALE 20 0 10 20 40 { IN FM } 1 Inch ! 20 ft „ FIB r , i •,.;. .,..., ,r it `-. :,.,,. --. -. ♦r ,. a i..,. .. k _ - it _. y i .. r ...._ �.. 1�I� s . k+ '• '. .. .: .. ,,... L .. r M A :� ,, r. . ' ', ...-r .!f, J•aY � Yu � .�.., - 'l• LJ r: {' ', R-- :t, '" , 0 ,..A ; ',1 . ,r`G'. . y.. -•i-. +i' •y,, w.>y, "A 'r.�. .-f'1 1I, ,i is+t .+�I It . i•r. 4 'a K Y .:R•„ �.e :'^.1 .I +�r. SIIlY" �',. - r r, LJ� - e, C!' f� 7�,y�y 's'" '�i+5k��'7� '� S-' tiiNr � r :�l . ,. . �"'_. .i#1"Izf. �., ,y1i -: �I. .+T - r �. rY i? •{q �'r •1 '� '�� f- = c ••r ":, li i"•' ' '!�. 'I}-.•r �f- '.'t: ��}�j�•',�5'}' , i�.:. , ... I:. I -a v u -< :i-... .. .. :I , ., _.. . I .. .. : , , .. t.. , r .. '... -. 1' .. .. a �. d • t , .. , : �- .. .. �� r" -.. J�`I,., yyyd,Wf ,,��u��.. ±ii, J.- .. �Y:r '�f'S l n r'8'ts.. rT- �, � .,. . : v : i. - . 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I .. ,•yrya.y 1 ... ..-i}!•.7 ,.. - Tar : .: - w .. _aS;'+"r .. -_:[' .. - .. - . 1�, ! 3�" . - « . �. .• ": i e . > r . , ,,. .. .�• r .... .. .e1 n.v. r .. r ». T � r` t ., x ., „ .. .. v•. -. « ,. _ . Y ; 9� k P _ .: 3 - v .�. , ` i. . `ems -.5 - .. F.: � -� > - q - 1. .. • I, -I •�> II : I' � I I .: I r,.. � r : i •z.; : ! I r , r I t • • s n� • , . ' r i a Y i + • V I i k y � r r• • f . 1 NO : r a -tiuIr v n 1 I • v a , Y r 'Y. b f oft E ! : • as om low : , r. ka , s r a , ` i. 'b AIM f ■Y y a r Uff I_ , • , 'C S Y' I : , r , .tip' rr �f} �f, fir• :. OY l •! w - r z „ w' • - IJAP e - .. - 2 r� •,gyp � s • ' H I � — i r tl • 1 '1 r r' 41 ' � f cu u cyl v cu c T 4- L aj . OI cn ., to .. ` 6,_�" _ YELLOW f n, WHITE INTERNALLY ILLUMINATED "GETTY' LEGEND AREA = 12.1 S.F. (TYP. 2 PLACES) SIDE ELEVATION SCALE: 1 /4' = 1 '—O" r» �- "GETTY RED" CANOPY -- YELLOW STRIP FASCIA (TYP.) (TYP.) �- PROPOSED CANOPY COLUMN (REFER TO MFG. DWGS. FOR ACTUAL SIZE AND ORIENTATION.) PROPOSED "MULTI— PRODUCT DISPENSER" 4' DIA. U—SHAPED BOLLARD (TYP.) SCALE: 1 /4" = 1'-0" SIGNAGE TABLE NO REFERENCE LOCATION AREA /S.F. QTY• AREA N EXIST. SIGNS S.F. AREA PROP. SIGNS(S.F.) 1 I.D. SIGN STREET INTERSECTION 59.0 1 59.0 59.0 RELOCATED BLr,�;- 3 "GETTY' WALL SIGN SIDES OF BUILDING &3 2 12.6 4 "GETTY' MART SIGN FRONT OF BUILDING 12.9 1 12.9 O CANOPY LEGEND CANOPY SIDES 12.1 2 24.2 TOTAL SIGN AREA 77.0 108.7 r I� 1 Irk' � �• � II i li `` r �� `,L r s 77 "GETTY" BUILDING SIGN �33 N' 2 NOT TO SCALE 18.0 SO. FT. i a i — gr (To HE REI_,0CATFDI J YELLOW 1 EXISTING SINGLE POLE "GETTY" I.D. AND PRICE SIGN '•_8� NOT TO SCALE 59.0 SO- FT. WHITE PROPOSED GRAPHIC SCALE ♦ p 2 4 i l IN FEET 1/4 inch = 1 ft. tb "GETTY" BUILDING LEGEND NOT TO SCALE 6.3 SO FT. 91-8" YELLOW �- 0 WHITE � a PROPOSED "GETTY NOT TO SCALE 12.9 S4. FT. YELLOW WHITE INTERNALLY ILLUMINATED PROPOSED ETTY" NOT TO SCALE 12.1 SQ. FT. GENERAL NOTES; 1. SEE SITE PLAN FOR ADDITIONAL PERTINENT INFORMATION. 2. SEE CANOPY MANUFACTURER'S PLANS & SPECIFICATIONS FOR ADDITIONAL PERTINENT INFORMATION. 3. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL SUPERCEDE IN ALL CASES. NOTIFY ENGINEER OF RECORD OF ANY CONFLICTS. 4. CANOPY DESIGN BY OTHERS. OWNER TO COORDINATE WITH STRUCTURAL ENGINEER AND CANOPY SUPPLIER/ INSTALLER PRIOR TO ORDERING WITH RESPECT TO CANOPY DESIGN AND INSTALLATION. 5. THIS DRAWING FOR APPROVAL/ REVIEW PURPOSES ONLY. 6. CANOPY DESIGN TO BE CERTIFIED BY MASS. LICENSED STRUCTURAL ENGINEER. - y� ♦ -., k - x -� f:, i n, f r �C �y,�\wi y a r -, s ;�, . M1 ti.. �• _ate k 1 a