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8200_CUMBERLAND FARMS - SPFLD STREET - SITE PLAN 9aoo ana Farms - SA-TleJ S '� te p Q r) �i Gulf Wendy Regan Project Manager Planning Department Cumberland Farms, Inc. 777 Dedham Street, Canton, MA 02021 Telephone:(781) 828-4900 Ext. 3316 Fax:(781)830-4090 01\ PLANNING BOARD TO: TOWN TREASURER DATE: 12-2-0 4 SUBJECT: RELEASE OF PERFORMANCE BOND FILE NO- D2QQ At an officially', called and posted meeting held on 12 w2_04 ^the Planning Board voted to release S IN FULL-- of the monies held by the Town to cover performance of work by dev?l.op�:r otherwise known as Cumberland Farms':;Inc.. for project Springfield Street This amount is released for work accepted by the Agawam Planning Board. HOLDING: $27 ,000 RELEASE IN FULL =ems o c ' Y PLANNING BOARD CHAIRMAN • n P 0 Farms- 777 DEDHAM STREET,CANTON,MASSACHUSETTS 02021-9118 PHONE:781-828-4900 WEBSITE: www.cu 4BERLAIVOFARMS.c0M November 24, 2004 Agawam Planning Board Town of Agawam Town Hall Agawam, MA 01001 RE: CUMBERLAND FARMS 794 SPRINGFIELD STREET AGAWAM, MA To Whom It May Concern: In reference to the above-mentioned location, we would like to request the release of the $27,000.00 check(copy attached)posted in January of 2003 as all work has been satisfactorily completed, Please have this check forwarded to my personal attention at your earliest convenience. Thank-you for your assistance in this matter. If l can be of any further assistance, please contact me at 1-800-225-9702, Extension 3314. Very truly yours, CUMBERLAND FARMS, INC. Muriel Tyler, Manager Construction/Environmental Administration mat Attachment Ak EkQN BRANDED PRODUCTS Gulf r 0�.""-��''� 36 CUMBERLAND FAF , &C., a P CERI FIEI] ,i.!7,'IALLY DRAWN 777 DED GANTON, r.` V� DATE.S}r7F1L1s U--20.2003 PAY _ 10THE *� **ofr***�**�tkyr�Jf�A't**�Ciktk* tit **��tk�lrietlr�c�k9r::�c�krtie9k��k�F�9k�dk9lc f nRoE+�a Town_o Agawam.__ $ 27,000.00 LEE , {N { toll rrral, IIIJ54IDOLLARS: {� {ill ��141i1 .:r,u,r ,:::n: nrurrrrlr,r �—EFXZ TNv�:Zk175l�Ti1E2E r-a � r 11900 L0 3611' +:0 L L So00 L0l: 4 20li� 6 SIB 3{1' 'a'..�mac. ..,�.,.� ••p�.�-z�. ��st�.�a��- �= r ____. �__�..�...�.,�.. ..�: ,=.xr=,� ,�:_�"4 sGREEMFNT AGREEMENT made this 1 7 th day of January,2003,by and between the TOWN OF AGAWAM, a municipal corporation located in Hampden County, Massachusetts, acting through itg Planning Board (hereinafter referred to as the"TOWN") and Cumberland Farms,Inc.,with a usual place of business at 777 Dedham Street, Canton,Massachusetts, (hereinafter referred to as tU "DEVELOPER"). WHEREAS, the Developer is the owner of record of a certain parcel of land known and nunbered as 794.Springfield Street, and containing approximately.75 acres and c� WHEREAS, the Developer has furnished to the Town as part of the consideration of this Agreement, to secure faithful performance of the work required within the time limit specified bythe Town, a Performance Bond in the amount of$27,000.00 (TWENTY-SEVEN . TEOUSAND AND 00/100 DOLLARS). NOW THEREFORE, said Developer and his or her successors and assigns covenants and agrvs as follows: 1. The Town of Agawam Planning Board will inform the Building Inspector that it is sufficiently secured that the Developer will complete certain work as described in the bond referred to above in accordance with the Cumberland Farms, Inc., Site Plan Special Permit Decision No. 315, dated April 4,2002. Upon execution of this Agreement,the Planning Board hereby recommends that the Building Inspector issue a Certificate of Occupancy. 2, The provisions of the Cumberland Fauns, Inc,, Site Plan Special Permit Decision No. 315, dated April 4, 2002, remain in full force and effect until such time as the Developer provides evidence satisfactory to the Town that all stipulated requirements have been completed. 3. The Developer will no later than June l2Q03, said period being the time agreed to by the Town and Developer for the completion of said work in accordance with the provisions of the Cumberland Farms,Inc., Site Plan Special Permit Decision No. 315, dated April 4, 2002, perform and complete all work required in accordance with said Special Permit of the Planning Board. The work to be completed and covered by the Performance Bond is as follows: 1. Finish landscaping; 2. Finish surface course of paving with stripping. 4. That the aforementioned surety shall be held by the Town of Agawam as security for the performance by the Developer of all required work in Site Plan Special Permit No. 315,dated April 4, 2002, and that upon satisfactory completion by the Developer of all said requirements within the time specified, or within such further time as the Planning Board of said Town of Agawam may permit, said surety shall be returned to the Developer by the Town, however, upon breach of any terms of conditions of this Agreement, or upon failure of said Developer to perform all work required within the time specified or within such further time as the Planning Board shall permit, the Town of Agawam shall have the right to apply said surety for the benefit of the Town to the extent necessary to compensate the Town for the reasonable cost to the Town of completing such unfinished work; including administrative and legal costs; and .furthermore, the Town of Agawam shall have the right to re-establish the amount of said surety as a condition P of extending the completion dated beyond the date specified herein or within such further time and date as the Developer may request and the Planning Board of said Town of Agawam may permit, as security for the performance by the Developer of said requirements as herein authorized and selected by the Developer,including any increased costs resulting from the Developer's failure to complete said requirements within the time specified herein or within such further time as the Planning Board of said Town of Agawam may permit, said re-established surety to be determined by the Director of Public Works and estimated on the reasonable cost to complete such unfinished work and after such determination shall be construed as if said increased amount were originally set forth herein. EXECUTED AS A SEALED INSTRUMENT on the day and year first above written. Cumberland Farms, Inc. Town of Agawam A Planning Bo Ba d By: - - >, `�, c y. t - � DevraG. Bailin, Esquire Its Chairman Bennis B. Hopkins Sr. 'Cprporate counsel COMMONWEALTH OF MASSACHUSETTS Norfolk �ii, ss January 17th, 2003 senior corporate Then personally appeared before me the above named Devra G. Bailin,ggaaal counsel for Cumberland Farms,Inc. and acknowledged the foregoing instrument to be the free act and deed of Cumberland Farms, Inc., before me. 0f aN PAMELA A.SINK TT tVatsry Inc Notary Pubb c w Commmion Expires 3l12FM My Commission expires: COMMONWEALTH OF MASSACHUSETTS Hampden, ss January 3p , 2003 Then personally appeared before me the above named Chairman of the Planning Board of the Town of Agawam, and acknowledged the foregoing i nt to be the free act and deed of the Town of Agawam, before me. Notary Public My Commission expires: SECRETARY'S CERTIFICATE 1, Mark G. Howard, hereby certify that I am the duly elected Secretary of Cumberland Farms, Inc., a Delaware corporation, having a usual place of business in Canton, Norfolk County, Massachusetts and hereby certify that Devra G. Bailin, Senior Corporate Counsel, is authorized under a vote passed at a meeting of the Board of Directors of said corporation which was held April 18, 2002 to execute on behalf of the Company "any easements, licenses, right-of- way permits, or applications, therefore which may be required in the ordinary course of business pertaining to real estate owned by the Company and to execute whatever documents may be appropriate in connection therewith". I hereby certify that this authority includes the Performance Bond in connection with the Property located at 794 Springfield Street, Agawam, Massachusetts. Dated at Canton, Massachusetts this 17th day of January 2003. J ` Mark G. Ho and Secretary i S 1 Town of Agawam 36 Main fi&eet Agawam, Massachusetts 01001.1837 Tel, 4:1.3-786-0400 Fax 413-786-9927 MEMO TQ: Laurel Placzek, Town Treasurer FROM: Planning Board DATE: January 28, 2003 SUBJECT: Bond - Cumberland Farms - Springfield Street The Planning Board received the attached check in the amount of$27,000 to cover the completion of the work at Cumberland Farms on Springfield Street. Attorney Locke is in the process of reviewing the Agreements that accompanied the check and has been requested to let this office know how to process the check. Would you please hold this check in the vault until we can get a final decision from Attorney Locke? DSD:pre 1036 CUMBERLAND FAR6fJ66 CERTMED f ifli!_i DRAWN 777 DES M ME- or 1L' Ex��$��CANTON, DATE Jauuar-y. 20,2003 PAY TO THE * �e�1c�c+43r�eak�tr*�c;k �kok�c�rk9c 9t�r�it3c*�k*�kiesti�::�kse�c �cfe�e�F*9r+'rdk�e ORDER OFT Own of swam I $. 2 7,000,00 �f4 +ill313 r�nrx ;ttr,tr ++ tiN' DOLLARS A T+iUtT 0 Fle lZ SIGNATURE - FOR FR t 8Ha i ,tn !7 K .......M '8 O 4 an 9"6 50A ' ` 11,00 to 3r►t' 1.0 115000 ION. ", " 0 Town of Agawam 36 Main Styeet Agawam, Massachusetts 01001-1837 Tel. 41.3-786-0400 Fax: 413-786-9927 MEMO TO: Attorney Thomas S. Locke,Town Solicitor FROM: Planning Board DATE: January 28, 2003 SUBJECT: Cumberland Farms - Springfield Street Please review the attached Agreements regarding Cumberland Farms on Springfield Street as soon as possible and let this office know if they are acceptable. Also, a check in the amount of $27,000 has been sent to this office. Please advise us how to handle the check. DSD:pre ROSS & ROSS ATTORNEYS AT LAW A PROFESSIONAL CORPORATION SUITE 201 121 STATE STREET SPRINGFIELD,MASSACHUSETTS 01103 i JOHN D.ROSS,JR. TELEPHONE CAULEEN ROSS KEARNEY 736-2725 JOHN D.ROSS III AREA 413 RICHARD A.SYPEK FAX 736-1247 NATHAN A.BYRNES* *Also admitted in CT January 28, 2003 Ms. Deborah Dachos Town Planner 36 Main Street Agawam, MA 01001 Re: Cumberland Farms, Inc. Project - 794 Springfield Street Dear Ms. Dachas: Enclosed herewith please find two (2) executed Agreements together with a certified check in the amount of$27,000.00 with regard to the above mentioned project. All changes as requested by Thomas Locke were made to these Agreements. Kindly have the Planning Board execute these Agreements and return a fully executed copy to my office and a copy to Attorney Locke. You may hold the certified funds in escrow pending the completion of the landscaping and paving work. Would you also notify the Building Department once the Agreements are fully executed so that Mr. Urbanati can issue a Certificate of Occupancy for this site. Your consideration throughout this process has been most appreciated by my clients. If you have any questions, please do not hesitate to contact me. trul , chard A. ypek RAS/dam Enclosures cc: Devra G. Bailin, Esquire Thomas S. Locke,Law Department Nick Urbanati, Building Inspector ROSS & ROSS T : 14137361247 Dec 20 '02 15: 14 No .005 P .O1 ROSS & ROSS A'rTO i.NEYS AT LAW A FROVEMi0NAL CORPORATION SUM toy In STATE STREET HPIUNW}19M.MASSACHUSETTS 01163 3OHN D.ROM JR. TELEYHONE CAULEEN ROSS KEARNEY 736-2725 JOHN D.ROSS Ill AREA 413 RICHARD A.SYPEK FAX 73&1247 NATHAN A.BYRNEP *At6o admitted In CT -December 17, 2002 Ms. Drbomh Dachos Planning Dept. Town of Agawam 35 Main Street Agawam,MA 01001 VIA FAX 786.9927 RE: Cumberland Farms,Inc. 794 Springfield Street Agawam,MA 01001 Dear Ms. Dechos: Please be advised that the construction of the new 3600 square foot convenience store and gas pumps arc new completion and ready for opening. However, there are two items that, due to the weather, cannot be completed until AptU or May, 2003. They are the final landscaping plantings and the finish coat in the parking lot. A base chat together with stripping can be done at this time, however, the finish coat needs to be done in April/May. The total costs to complete the landscaping and surface course of paving is estimated at S26,950.00. My clients are willing to post a bond to insure this finish work. Mr. Urbanati is willing to issue a Temporary Certificate of Occupancy upon receipt of a letter from your office waiving these final items until May, 2003. Would you kindly place this matter on the agenda for the next Planning Board meeting in January. Kindly notify me of the date,time and place of said mvatiag. Thank you for your consideration. hard A. RAS/dairy ec; Devra G. Bailin, Esquire Via Fax 781-821-5723 Ross & ROSS ATTORNEYS AT LAW A PROFESSIONAL CORPORATION SUITE 201 121 STATE STREET SPRINGFIELD,MASSACHUSETTS 01103 JOHN D.ROSS,JR. CAULEEN ROSS KEARNEY TELEPHONE JOHN D.ROSS 11I 736-2725 RICHARD A.SYPEK AREA 413 NATHAN A.BYRNES* FAX 736-1247 *Also admitted in CT January 15, 2003 Devra G. Bailin, Esquire Robert R. Pellegrini, Jr., Esquire Cumberland Farms, Inc. ' 777 Dedham Street Canton, MA 02021 RE: 794 Springfield Street, Agawam, MA Dear Devra and Rob: Enclosed herewith for your review, please find the following documents: 1. Comments received from Attorney Thomas Locke, Agawam Law Department; 2. Two (2) original,revised Agreements with the changes made that need to be signed by Devra and returned to my office with a Corporate Vote authorizing her signature. I will also need the Performance Bond in the amount of$27,000.00 payable to the Agawam Planning Board, 36 Main Street, Agawam, Massachusetts. Upon receipt of the signed Agreements and the Bond I will hand deliver these documents to the Planning Board for signature. Copies of the same will be sent to Attorney Locke so he can review the Bond. Upon approval of the Bond and execution of the Agreements by the Planning Board, the Planning Board will send a letter to the Building Inspector recommending the issuance of the Certificate of Occupancy. If you have any questions, please do not hesitate to contact me. lye ichard A. Sypek RAS/dam Enclosures cc: Thomas S. Locke, Agawam Law Dept. Deborah Dachos, Agawam Law Dept. Nick Urbanati, Building Inspector i I f l i AGREEM� AGREEMENT made this day of January, 2003, by and between the TOWN OF AGAWAM, a municipal corporation located in Hampden County,Massachusetts, acting through its Planning Board (hereinafter referred to as the"TOWN") and Cumberland Farms, Inc., with a usual place of business at 777 Dedham Street, Canton,Massachusetts, (hereinafter referred to as the"DEVELOPER"). WHEREAS,the Developer is the owner of record of a certain parcel of land known and numbered as 794 Springfield Street, and containing approximately .75 acres and WHEREAS,the Developer has furnished to the Town as part of the consideration of this Agreement, to secure faithful performance of the work required within the time limit specified by the Town, a Performance Bond in the amount of$27,000.00 (TWENTY-SEVEN THOUSAND AND 00/100 DOLLARS). NOW THEREFORE, said Developer and his or her successors and assigns covenants and agrees as follows: l. The Town of Agawam Planning Board will inform the Building Inspector that it is sufficiently secured that the Developer will complete certain work as described in the bond referred to above in accordance with the Cumberland Farms, Inc., Site Plan Special Permit Decision No. 315, dated April 4, 2002. Upon execution of this Agreement,the Planning Board hereby recommends that the Building Inspector issue a Certificate of Occupancy. 2. The provisions of the Cumberland Farms, Inc., Site Plan Special Permit Decision No. 315, dated April 4, 2002, remain in full force and effect until such time as the Developer provides evidence satisfactory to the Town that all stipulated requirements have been.completed. 3. The Developer will no later than June 1. 2003, said period being the time agreed to by the Town and Developer for the completion of said work in accordance with the provisions of the Cumberland Farms, Inc., Site PIan Special Permit Decision No. 315,dated April 4, 2002, perform and complete all work required in accordance with said Special Permit of the Planning Board. The work to be completed and covered by the Performance Bond is as follows: 1. Finish landscaping; 2. Finish surface course of paving with stripping, 4. That the aforementioned surety shall be held by the Town of Agawam as security for the performance by the Developer of all required work in Site Plan Special Permit No. 315, dated Apri14, 2002, and that upon satisfactory completion by the Developer of all said requirements within the time specified, or within such further time as the Planning Board of said Town of Agawam may permit, said surety shall be returned to the Developer by the Town, however, upon breach of any terms of conditions of this Agreement, or upon failure of said Developer to perform all work required within the time specified or within such further time as the Planning Board shall permit,the Town of Agawam shall have the right to apply said surety for the benefit of the Town to the extent necessary to compensate the Town for the reasonable cost to the Town of completing such unfinished work; including administrative and legal costs; and furthermore, the Town of Agawam shall have the right to re-establish the amount of said surety as a condition of extending the completion dated beyond the date specified herein or within such further time and date as the Developer may request and the Planning Board of said Town of Agawam may permit, as security for the performance by the Developer of said requirements as herein authorized and selected by the Developer, including any increased costs resulting from the Developer's failure to complete said requirements within the time specified herein or within such further time as the Planning Board of said Town of Agawam may permit,said re-established surety to be determined by the Director of Public Works and estimated on the reasonable cost to complete such unfinished work and after such determination shall be construed as if said increased amount were originally set forth herein. EXECUTED AS A SEALED INSTRUMENT on the day and year first above written. Cumberland Farms, Tne. Town of Agawam Agawam Planning Board By: By: Devra G. Bailin, Esquire Its Chairman General Counsel COMMONWEALTH OF MASSACHUSETTS Hampden, ss January , 2003 Then personally appeared before me the above named Devra G. Bailin, general counsel for Cumberland Farms, Inc. and acknowledged the foregoing instrument to be the free act and deed of Cumberland Farn►s, Inc.,before me. Notary Public My Commission expires: COMMONWEALTH OF MASSACHUSETTS Hampden, ss January , 2003 Then personally appeared before me the above named Chairman of the Planning Board of the Town of Agawam, and acknowledged the foregoing instrument to be the free act and deed of the Town of Agawam,before me. Notary Public My Commission expires: AGRF MEK AGREEMENT made this day of January,2003,by and between the TOWN OF AGAWAM, a municipal corporation located in Hampden County, Massachusetts, acting through its Planner(hereinafter referred to as the"TOWN') and Cumberland Farms, Inc., with a usual place of business at 777 Dedham Street,Canton, Massachusetts, (hereinafter referred to as the "DEVELOPER'). WHEREAS, the Developer is the owner of record of a certain parcel of land known and numbered as 794 Springfield Street, and containing approximately .75 acres and WHEREAS, the Developer has furnished to the Town as part of the consideration of this Agreement, to secure faithful performance of the work required within the time limit specified by the Town,a Performance Bond in the amount of$27,000.00 (TWENTY-SEVEN THOUSAND AND OO/100 DOLLARS). NOW THEREFORE, said Developer and his or her successors and assigns covenants and agrees as follows: 1. The Town Planner will inform the Building Inspector that it is sufficiently secured that the Developer will complete certain work as described in the bond referred to above in accordance with the Cumberland Farms, Inc., Siie Plan Special Permit Decision No. 315, dated April 4, 2002. Upon execution of this Agreement,the Planning Board hereby recommends that the Building Inspector issue a Certificate of Occupancy. 2. The provisions of the Cumberland Farms, Inc., Site Plan Special Permit Decision No. 315,dated April 4, 2002, remain in full force and effect until such time as the Developer provides satisfactory evidence to the Town that all stipulated requirements have been completed. 3. The Developer will no later than June 1,�2,003, said period being the time agreed to by the Town and Developer for the completion of said work in accordance with the provisions of the Cumberland Farms, Inc., Site Plan Special Permit Decision No. 315, dated April 4, 2002, perform and complete all work required in accordance with said Special Permit of the Planning Board, excepting the work satisfactorily completed as of the date of this Agreement. 4. That the aforementioned surety shall be held by the Town of Agawam as security for the performance by the Developer of all required work and as authorized by Cumberland Farms, Inc., Site Plan Special Permit No. 315, dated April 4,2002, and that upon satisfactory completion by the Developer of all said requirements within the time specified, or within such further time as the Planner of said Town of Agawam may permit, said surety shall be returned to the Developer by the Town,however,upon breach of any terms of conditions of this Agreement, or upon failure of said Developer to perform within the time specified or within such further time as the Planner shall permit, the Town of Agawam shall have the right to apply said surety for the benefit of the Town to the extent necessary to compensate the Town for the reasonable cost to 0 the Town of completing such unfinished work; and furthermore,the Town of Agawam shall have the right to re-establish the amount of said surety as a condition of extending the completion dated beyond the date specified herein or within such further time and date as the Developer may request and the Planner of said Town of Agawam may permit,as security for the performance by the Developer of said requirements as herein authorized and selected by the Developer, including any increased costs resulting from the Developer's failure to complete said requirements within the time specified herein or within such further time as the Planner of said Town of Agawam may permit, said re-established surety to be determined by the Director of Public Works and estimated on the reasonable cost to complete such unfinished work and after such determination shall be construed as if said increased amount were originally set forth herein. EXECUTED AS A SEALED INSTRUMENT on the day and year first above written. Cumberland Farms, Inc. Town of Agawam By Agawam Planner By: Richard A. Sypek, Esquire Deborah Dachos Its Attorney COMMONWEALTH OF MASSACHUSETTS Hampden, ss January , 2003 Then personally appeared before me the above named Richard A. Sypek, counsel for Cumberland Farms, Inc. and acknowledged the foregoing instrument to be the free act and deed of Cumberland Farms,Inc.,before me. Notary Public My Commission expires: COMMONWEALTH OF MASSACHUSETTS Hampden, ss January ,2003 Then personally appeared before me the above named Deborah Dachos, Planner of the Town of Agawam, and acknowledged the foregoing instrument to be the free act and deed of the Town of Agawam, before me. Notary Public My Commission expires: 37 FEDERAL MILL ROAD • OXFORD, MASS. 01540 MEMBER ;PE1 TELEPHONE. (508) 987.5322 �lwtQ•*FPK` Weember 11, 2002 Ross& Ross,PC 121 State Street Springfield,MA 01103 PROPOSAL#P02193 Attn: Richard Sypek RE: Cumberland Farms 794 Springfield Street Agawam,MA Dear Mr. Sypek: Per your request,the estimated cost to complete the landscaping and surface course of paving in the spring of 2003 is$26,950,00. Should you have any questions or require any additional information,please do not hesitate in contacting me at this office. Sincerely, Todd J. Lundstrom Project Manager Cc: Richard D.Flynn,LaMountain Bros., Inc. John Bugner, Cumberland Farms, Inc. E Town .cif Agawam 36 'Main StrtTt Agawam, Massachusetts 01001-1837 Tel. 4:1.3-786-0400 Fax 413-786-9927 PLANNING BOARD - �y January 6, 2003 c0 Dominic Urbinati Inspector of Buildings 36 Main Street Agawam,MA 01001 Dear Mr.Urbinati: At its duly called meeting held on January 2, 2003, the Agawam Planning Board voted to allow the Cumberland Farms, Inc. to post a bond which would cover the remaining landscaping and final course of pavement at their 794 Springfield Street location in order to obtain a Temporary Certificate of Occupancy from you. This vote was conditional upon the Town Solicitor reviewing and approving the Agreement that was submitted by Richard Sypek on behalf of Cumberland Farms, Inc. and receiving the $27,000 bond. If you have any questions,please contact this office at extension 283. Sincerely, P Dennis B. Hopkins, Chairman AGAWAM PLANNING BOARD DBH/DSD:pre cc: Town Clerk File ROSS 9 ROSS T-j�.14137361.247 Dec G'02 15: 14 No .005 P . 01 ROSS & ROSS ATTORNF'VS AT LAW A]PROMSSIONAL CORPORATION suers zap lit STATE STREET 81PIUMMELD.MASUCHUSMS 01103 JOHN D.ROSS,JRL TELEPHONE CAULEEN ROSS KEA MV 736-2725 JOHN D.ROSS 111 AREA.413 03CHARD A.SYPEK FAX 73&1247 NATHAN A.BYRNES& `Also admitted 3n CT -December 17, 2002 Ms. Deborah Dachos Pluming Dept. Town of Agawam 36 Main Street Agawam,MA 01001 VIA FAX 786-9927 RE: Cumberland Farms,Inc. 794 Springfield Strut Agawam, MA 01001 best'Ms. DachoS: Please be advised that the conMuction of the new 3600 square foot convenience store and gas pumps are near completion and reedy for opening. However, there are two items that, due to the weather, cannot be comploted until April or May, 2003. They are the final landscaping plantings and the finish coat in the parking lot. A,base coat together with stripping can be done at this tune, however, the finish coat needs to be clone in April/May. The total costs to complete the landscaping and surfhde course of'paving is estimated at$26,950.00. My clients are willing to post a bond to insure this finish work. Mr_ Urbanad is willing to issue a Temporary Certificate of Occupancy upon receipt of a letter front your office waiving these final items until May, 2003. Would you laindly place this maw on the agenda for the next Planning Board meeting in January. Kindly notify,me of the date,tithe and place of said hooting. Thank you for your consideration. yY hard A. S RASldani CC" Devra G. Bailin, Esquire Via Fast 781-821-5723 AGA'il'l1AM FIRE DEPARTMENT q �F 800 MAIN STREET 9 AGAWAM, MA 01001 J, ;�; 'TELEPHONE (413) 786-0657 � FAX (413) 786-1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief �[RES QED MEMO DATE 10/19/02 TO: Agawam Planning board RE:.Cumberland Farms [HC} Parking After review of the revised parking plan dated Oct. 4' it was found that it is now in compliance with 527 C.M.R. in regards to the visibility requirements necessary for a self serve refueling station. (See att.) FIRE INSPECTOR MICHAEL M MERCADANTE cc W.R. planing de t. � P Cumberland Farms Fax (781) 830-4090 CW rat OCT L i OCT 04 2002 15:40 FI-PLANNING DEPT -781 830 40% TO 4137861241 P.02i02 ,-\M AM FIRE DEPARTMENT ro APPOVAL DATE... v ,. �.,..� + YJ SIGN.. . _.• �� O C .off 4 �• wx .. ' / M I ry • I� . .16 o°F t 2 3N 4 god o R� 0 61 < g rb x• G a c ASP ' u eta+ mb is 0 O° rl AlC Uni + o y c z $ c • I6 { TOTAL PAGE.02 ** AM ROSS & ROSS ATTORNEYS AT LAW A PROFESSIONAL CORPORATION SUITE 201 121 STATE STREET SPRINGFIELD,MASSACIIUSETTS 01103 JOHN D. ROSS,JR. TELEPHONE CAULEEN ROSS KEARNEY 736-2725 JOHN D. ROSS III AREA 413 RICHARD A. SYPEK FAX 736-1247 NATHAN A.BYRNES* *Also admitted in CT October 7, 2002 Debra Dachos - Town Planner Town of Agawam 36 Main Street Agawam, MA 01001 OCT 0 RE: Cumberland Farms,Inc. 794 Springfield Street Feeding Hills, MA � '� Dear Ms. Dachos: As per our most recent conversation subsequent to the City Council approval on September 18, 2002 of the License to increase the underground storage capacity of fuel, enclosed please find the final set of plans for your files. You may recall that the PIanning Board review of the changes to the relocation of the underground tanks did not constitute a material or substantive change to the approved Site Plan. Since then, my client met with the neighbors at the request of the City Council. Attached to the License were very minor conditions which are outlined in my September 18,2002 Memorandum. These minor changes had to do with safety and aesthetic issues such as the height of the arborvitaes and the board-on-board fencing. None of these changes are material or substantive in any way. My clients intend to begin the demolition and construction of the new building this week. Please place the final set of plans in your files for reference purposes. If you have any questions upon review of the Memorandum dated September 18,2002 or the final set of plans, please call my office immediately. Otherwise, as represented to the City Council,the Planning Board, and the abutters, my clients will construct the.project consistent with these final plans and the License approval, Ve tru S, ichard A. Syp encl/cb r ROSS & ROSS ATTORNEYS AT TAW A PROFESSIONAL CORPORATION SUITE 201 121 STATE STREET SPRINCFIELU,MASSACHUSETTS 01103 JOHN D. ROSS,JR. TELEPHONE CAULEEN ROSS KEARNEY 736-2725 JOHN D. ROSS i11 AREA 413 RICHARD A.SYPEK FAX 736-1247 NATHAN A. BYRNES* *Also admitted in CT MEMORANDUM TO: Agawam City Council Agawam Planning Board Agawam Building Inspector DATE: September 18, 2002 RE: Proposed Improvements Cumberland Farms,Inc. 794 Springfield Street Feeding Hills, MA In response to the September 3, 2002 Agawam City Council meeting regarding the application for increased storage of underground fuel, the following representatives of Cumberland Farms met with the following abutters on September 11, 2002 at the residence of Bonnie Canty: Abutters 1. Bonnie Canty, 25 Annable St., Feeding Hills 2. Sue &Tim Hamlett, 16 Witheridge St., feeding Hills 3. Alice KieIbasa, 784 Springfield St., Feeding Hills 4. Nancy King, 19 Witheridge St., reeding Hills 5. Gregory & Siglinda Belden, I 1 Witheridge St.,Feeding Hills 6. Paul Cooke, 13 Fairview St., East Longmeadow Cumberland Farms Representatives 1. Richard Flynn LaMountain Bros., General Contractor 2. Al Trotta General Manager 3: Debbie St.Peter Store Manager 4. Paul Burke Area Sales Manager 5. Blaine Applebee Region Manager 6. Wendy Regan Planning Department 7. Richard Sypek Local Counsel ti ii Listed below is a summary of the collective concerns voiced by the residents as well as the agreed upon resolutions-of Cumberland Farms, Inc. 1. Issue: Location of underground storage tanks is too close to Kielbasa property line. Resolution: The tank field has been relocated to the area in front of the store, on the Witheridge Street side. Although this location will require "off hours" deliveries of fuel to the site, it-has been approved by Fleet Safety Compliance as well as Sales and Operations. The plan was revised on 7-22-02 2. Issue: Damage to Kielbasa property caused by tree: Resolution: The tree that has apparently caused damage to the Kielbasa property was noted on the Approved Landscape flan as being removed. The buffer strip along the Kielbasa's property will be planted with low growing shrubs. 3. issue: Snow removal. Resolution: It was agreed upon at the hearing on April Nh before the Agawam Planning Board that all snow would be removed from the site, in response to concerns raised by the Kielbasas of ongoing damage to their fence. 4. Issue- The Canty's voiced concern that the placement of the new building was encroaching on their property. Resolution: As is required with all projects of this nature,an ALTA,recordable survey was performed with all property lines certified. It is apparent that our proposed building Iocation is contained completely within our property. This survey was made available to the Canty's review. 5. Issue: Concerns for loss of privacy of immediate abutters to the left and rear of the west property lines. Resolution: In addition to the fence, a row of arborvitae has been proposed at the rear of the site as indicated on the Landscape Plan that was approved at the hearing on April 4". This buffer, also indicated on the Landscape Plan, is to be a minimum of 3-5' tall at planting. Mature height will be 6-8'. The (8) trees along the Canty property shall be 6-8' at planting. It was further agreed upon that the fence height would vary as follows: 6' along the Canty property, 6' along the Murphy/Whitehead/Sweeper property, tapering to 4' along the Kielbasa property, and T as needed for safe vehicular access at Springfield Street. The existing chain link fence at the Kielbasa property wilI be moved at the expense of Cumberland Farms, Inc. to the property line. 6. Issue: After hours disturbances. Resolution: In an attempt to increase security and reduce loitering, littering and other "after hours" disturbances, the entire area behind the building will be enclosed with a 6' high fence with a gated emergency access. This fence will extend from the northwesterly corner of the building to the dumpster enclosure, continuing westerly to the fence along the Ilamlett property. 7. Issue: Security Resolution: A security camera shall be affixed to the rear of the building. This camera will be connected to a monitor at the cashier station,and will provide a clear view of any activity behind the store. 8. Issue: Trash pickup. Resolution: The service provider has been contacted and has arranged for a later (than. 5-6 am) pickup schedule,.and the assurances that the drive will inspect the site before leaving to ensure there has been no overspill during the pickup process. Store management will inspect the lot upon arrival every morning and at intervals during the day. It is the responsibility of the store staff to maintain a litter free lot at all times. The residents in attendance were provided a name and direct line to the corporate office of Mr. A] Trotta, who gave his assurances that he would personally act immediately on any calls or complaints received from the neighbors relative to any and all operational issues. Furthermore, the City Council requested two names of individuals'at Cumberland Farms, Inc. that may be contacted by the residents in the event of any concerns or complaints post construction. Those individuals are: 1. At Trotta- General Manager Phone (413)283-1950 Fax (413) 283-4609 2. Blaine Applebee- Regional Manager Phone (966) 255-7389 Fax (413) 283-4609 We respectfully request that the City Council approve the application for the fuel storage license. Upon approval, this memorandum together with the revised plans will be submitted to the Planning Board and the Building Department so that all construction will be consistent with said revised plans. Thank you for your consideration in this matter. V y ' yours, Richard A. Sypek 0 0 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: March 4, 2002 DATE RECEIVED: February 28, 2002 DISTRIBUTION DATE: February 28, 2002 PLANNING BOARD MEETING DATE: March 21 , 2002 APPLICANT INFORMATION 1. Name of Business: Cumberland Farms, Inc. Address: 777 Dedham Street, Canton, MA 02021 2. Owner: Same c/o Richard A. Sypek Address. 121 State Street, Springfield, MA 01103 Telephone, (413) 736-2725 Fax: (413) 736-1247 3. Engineer: Samuel S. Hemenway, P.E., Garofalo & Associates, Inc. Address: 85 Corliss St., Providence, RI 02901 Telephone: (401) 273-6000, ext. 260 Fax: (401) 273-1000 PLAN REVIEW Scale: 1"=20' Date: February 4, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Site Plan, Sheet 2, has no North arrow. Description of Project: Proposed razing of existing convenience store and construction of new 3,600 sq.ft. convenience store with three gas islands and associated canopy. Site Plan Review Page 2 Description of Site: Site is fully developed with an existing convenience store. An additional lot containing 12,558 sq.ft. has also been purchased. The existing structure will be razed. Provision for Traffic Flow: Presently the site has three (3) curb cuts for the store and one (1) for the house. The new plan shows only two (2) curb cuts. One 30' curb cut is located on Springfield Street. The second is located on Witheridge Street. The new traffic flow is an improvement over the existing situation. Parking: Using the parking guidelines, a convenience store of 3,600 sq.ft, would result in the need for twenty-seven (27) parking spaces. Nine spaces are being provided. The applicant should either provide more parking or should provide supporting documentation that only nine spaces would be necessary. The Planning Board has not used fueling locations towards the parking spaces calculation in the past. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Agawam is attempting to maintain street trees and plant them when absent. Shade or ornamental trees should be placed along Springfield Street. 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: Canopy lighting is to be recessed and all other lighting is to be shielded. Cut sheets for all exterior lighting is to be submitted to the Board for its review. Rendering or Elevations: Colors and textures must be provided. Dumpster location: All dumpsters must be fenced and gated. The fence must be stockade or, if chainlink as shown, inserts must be used. Other Comments or Concerns; 0 0 ' Town -of Agawam 36 N1ain Street Agawam, Massachusetts 01001-1837 tn¢ Tel. 41.3-786-0400 Fax 413-786-9927 PLANNING BOARD August 2,2002 Cumberland Farms,Inc. c/o Richard A. Sypek 121 State Sheet Springfield, MA 01103 Dear Mr. Sypek: At its duly called meeting held on August 1,2002, the Agawam Planning Board reviewed the revised plan for the Cumberland Farms on Springfield Street which shows the relocation of the underground fuel storage tanks. The Board voted that this revision does not constitute a material or substantive change to the approved Site Plan and therefore does not require further Site Plan review. If you have any questions, please contact this office at 786-0400,extension 283. Sincerely, asp Dennis B. Hopkins,Acting Chairman AGAWAM PLANNING BOARD cc: Building Dept. Town Council Town Clerk File TOWN OF AGAWAM MEMORANDUM ATED M��1 To: Planning Board CC: John Stone DPW Superintendent; File Date: May 7, 2002 Subject: Cumberland Farms - 794 Springfield Street - SP 315 Per your request dated May 6', 2002 we have reviewed the revised detail plan 2 sheet 5 titled "794 Springfield Street Agawam, Massachusetts" for Cumberland Farms, 777 Dedham Street, Canton, Ma. 02021 prepared by Garofalo and Associates dated 02-04-02 revised 4/23/02 and approve the revised sidewalk detail. If you have any questions,please contact our division. Sincerely, /-anies T. Daley, P.E. Harold Piligian, E.I.T. Town Engineer Civil Engineer I h:\engineer\siteplan\sp3l5—O4.wpd lnl III - 0.0.0. 91 MEMO TO: Engineering Department FROM: Planning Board DATE: May 6, 2002 SUBJECT: Revised Detail Sheet- Cumberland Farms - Springfield Street Attached for your review and comment is the revised detail sheet for the Cumberland Farms Site Plan on Springfield Street. :pre G ell, lRCPID LETTE& TRANSMITTAL Garofalo&Associates,Inc. ❑,e 01OW02 PO Box 6145 �°b ° 5790 85 Corliss Street �`°"°" PLANNING DEPARTMENT Providence,RI 02940 Re' Cumberland Farms Telephone(401)273-6000 794 Springfield Street Agawam,MA TO. Town of Agawam 36 Main Street Agawam,MA 01001-1837 (413)786-0400 WE ARE SENDING YOU Z Attached via FED EX the following items: ❑Shop drawings ❑ Prints ❑ Plans ❑Samples ❑ Specifications ❑Copy of Letter ❑Change Order ❑ COPIES DATE NO. DESCRIPTION 3 05/02 Revised Detail Sheets THESE ARE TRANMITTED as checked below: ® For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑Submit copies for distribution ❑ As requested ❑ Returned for Corrections ❑ Return corrected prints ❑ FOR BIDS DUE ❑2000 ❑ Prints Returned After Loan to us REMARKS: Per Discussion with Hal P. in engineering, attached find plans revised to reflect modifed curb installation detail. If you have any questions,or require additional information, please contact our office at 401-273-6000. COPY TO: GAI Job File#5790 IGI+E'D. r y, 5 muel 5. Hemenway, P.E. Towle of AGAwAm MEMORANDUM y , �MA To: Planning Board CC: John Stone DPW Superintendent; File Date: April 17,2002 Subject: Cumberland Farms - 794 Springfield Street- SP 315 Per your request dated April 8'. 2002 we have reviewed the sidewalk along Springfield Street for plan entitled"Site Plans for Proposed Cumberland Farms Situated at Springfield Street and Witheridge Street." Agawam,Massachusetts prepared by Garofalo and Associates for Cumberland Farms, 777 Dedham Street, Canton,Ma. 02021 and have the following comment: 1.) We recommend the applicant show a b" curb reveal and the adjacent existing roadway pavement in the concrete walk detail shown on plan sheet#5 "Detail Plan 2" dated 3/18/02. We approve the location of the sidewalk within the town right of way shown on plan sheet 42"Site Layout Plan" dated 4/02/02. If you have any questions, please contact our division. Sincerely, Rq' ames T�Daley,P.E. Harold Piligian, E.I.T. Town Engineer Civil Engineer I h:\engineer\siteplan\sp3l5—O3.wpd APR 1 7 2002 Town of Agawa 'j .36 ?Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD r Q N April 8, 2002 Cumberland Farms Inc. c/o Richard A. Sypek cv 121 State Street Springfield, MA 01103 Dear Mr. Sypek: At its duly called meeting held on April 4,2002,the Agawam Planning Board voted to approve the site plan entitled"Cumberland Farms,Agawam, Massachusetts, 794 Springfield Street" prepared by Garolfalo Associates and dated 2-04-02, revised 4/02/02 with the following condition that the Engineering Department review the sidewalk along Springfield Street. If you have any questions,please contact this office at 786-0400,extension 283. Sincerely, \} Dennis B.Hopkins,Acting Chairman AGAWAM PLANNING BOARD DBH:pre _ cc:Building Inspector Engineering Dept. Town Clerk File k MEMO TO: Engineering Department FROM: Planning Board DATE: April 8,2002 SUBJECT: Site Plan - Cumberland Farms - Springfield Street Please review the attached revised Site Plan for Cumberland Farms on Springfield Street to be sure it is ready for the Board's signatures at their April 18`h meeting. The Board asks that the Engineering Department review the sidewalk along Springfield Street as concerns were expressed by members. Thank you. DSD:pre foo Fuss&O'Neill Inc. Consulting Engineers 78 Interstate Drive,West Springfield,MA 01089 TEL 413 452-0445 FAX 413 846-0497 INTERNET:www.fumandoneill.com Qther Ot6mz� . Manchester,Connecticut Trumbull,Connecticut March 29, 2002 Providence,Rhode Island Ms. Deborah Dachos,Director Town of Agawam Department of Planning and Conservation 36 Main Street Agawam, MA 01001 RE: Cumberland Farms, Springfield Street Dear Ms Dachos: At the site plan review hearing, the adequacy of the proposed parking supply on site was questioned in comparison to the parking index of 1.5 spaces per 200 square feet of building area contained in the Planning Department guidelines, resulting in a total parking space requirement of 27 for the project versus the nine marked spaces shown on the site plan. It was requested that further justification be provided for the provision of fewer spaces. The following supplemental information is provided in response to this request. In summary, typical peak parking demand at Cumberland Farms sites rarely approaches the levels of the Planning Department guideline numbers, suggesting that the requirement for provision of 1.5 spaces per 200 square feet may be unwarranted for Cumberland Farms sites and could result in the construction of excessive or unused parking capacity. The proposed site plan can be modified to provide additional parking consistent with typical peak parking demand at Cumberland Farms sites. The table below is a summary of peak parking demand observations conducted by Vanasse and Associates, Inc. at several existing Cumberland Farms sites in New England. The average peak parking demand on these sites is cline occupied spaces for both customer and employee vehicles. The average rate per 200 square feet of building area is 0.71 spaces, or less than half of the Planning Department guideline index. Application of the rate of 0.71 spaces per 200 square feet of building area to the proposed 3600 square foot store results in a peak parking demand of 13 occupied spaces. s� APR .ter, F:1P2OO211231A10\sjs0326a.doc 030 Fuss&O'Neill Inc. Consnlring Engineers Ms. Deborah Dachos March 29, 2002 Page 2 CUMBERLAND FARMS PEAK PARKING DEMAND STORE MAX OCCUPIED MAX OCCUPIED PARKING PARKING AREA FUELING PARKING DEMAND DEMAND (SF) POSITIONS SPACES RATE/1000SF RATE/200 SF Falmouth, MA 2,200 _ 4 6 T 2.73 0.55 Sharon,MA 2,200 5 9 4.09 0.82 Walpole, MA 2,400 2 17 7.08 1.42 Ansonia, CT 1,900 4 7 3.68 0.74 Killingly, CT 3,500 3 2 0.57 0.11 Portsmouth, RI 1,800 9 9 5.00 1.00. Richmond, RI 2,200 7 8 3.64 0.73 .W. Warwick,RI 5,400 3 17 3.15 0.63 Providence,RI 3,000 2 7 2.33 0.47. Narragansett, RI 3,800 10 12 3.16 0.63 AVERAGE 2,840 490 9.40 3.54 0.71 The proposed site has sufficient paved area to accommodate additional parking spaces for customers and employees. Three parallel spaces can be located along the front edge of the property without interfering with access to the fueling positions. In addition, an employee parking area to accommodate two vehicles could be established in front of the trash enclosure. Employee vehicles would be able to be moved temporarily to provide access for the trash pickup operation, if necessary. With the establishment of these additional four spaces, parking supply equivalent to the maximum demand of the typical Cumberland Farms operation would be provided. Please let me know if you have any questions on the above. Sincerely, St4 J. Savaria,P.E. Senior Traffic Engineer c: Rob Pellegrini, Cumberland Farms Atty. Rich Sypek P:T200211231A 101sjs0320a.doc TOWN OF AGAWAM MEMORANDUM �d�P To: Planning Board CC: John Stone DPW Superintendent; File Date: March 21, 2002 Subject: Cumberland Farms - 794 Springfield Street - SP 315 Per your request dated March 20', 2002 we have reviewed the plan entitled "Site Plans for Proposed Cumberland Farms Situated at Springfield Street and Witheridge Street" Agawam, Massachusetts prepared by Garofalo and Associates for Cumberland Farms, 777 Dedham Street, Canton, Ma. 02021. The applicant has addressed all of our concerns in the memo to the Planning Board from Engineering dated March 81, 2002. We have no comments at this time. If you have any questions, please contact our division. Sincerely, James T. Daley, P.E. Harold Piligian, E. .T. Town Engineer Civil Engineer I h:lengineerlsiteplanlsp315_02.wpd Town -of Agawam - ` 36 Main Street Agawam, Massachusetts 01001-1.837 TeL 41.3-786-0400 Fax 413-786-9927 March 25,2002 Richard A. Sypek 121 State Street Springfield, MA 01103 Re: Cumberland Farms, Springfield Street,Agawam, MA Dear Mr. Sypek: The Agawam Planning Board discussed the proposed demolition of the existing Cumberland Farms convenience store at 794 Springfield Street, Agawam and the construction of a new 3,600 sq.ft, convenience store, gas pumps and associated improvements at its meeting held on March 21,2002. The Board asks that the following additional information be submitted prior to its next meeting to be held on April 4, 2002: 1. Three (3) full sets of revised plans. 2. Additional parking to comply with Planning Board's parking guidelines or a parking study substantiating the proposed number of spaces. 3. The proposed 6' stockade fence is to be replaced with a board on board decorative fence. 4. Cut sheets for all exterior lighting fixtures must be submitted. 5. The fence to enclose the dumpster must be stockade or decorative. 6. Shade trees are to be placed in the treebelt along Springfield Street. 1f you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Acting Chairman Agawam Planning Board cc: Building Engineering File 14135676936 MAR.21.2002 10=01AM Ef & ONEII.E WSPPNG NO.967 PA Fuss & O'Neill Inc. Consulting EngfneeTr 78 Interstate Drive Other Offices: West Springfield, MA 01089 Manchester, Connecticut Trumbull, Connecticut TEL 413 452-0445 FAX413 848-0497 INTERNET: www-FandOxorn Providence, Rhode Island FAX TRANSMITTAL SHEET This facsimile and the information it contains are intended to be a confidential communication only to the person or entity to which it is addressed. If you have received this facsimile in error, please notify us by telephone and return the original fax to this office by mail. DATE; March 21, 2002 TO: Deborah Dachos COMPANY: Agawam Planning & Conservation FAX NO.: 786-9927 TELEPHONE NO.: 786-0400 x245 FROM: Steve Savaria JOB NO.: 2002123.A'l0 RE: Cumberland Farms, Springfield Street NO. OF PAGES: 5 (includes cover sheet) COMMENTS: Traffic report letter c: Atty. Richard Sypek i'PR.21.20 2 10:01 AM FUSS & ONE ILL LISPPNG NO.967 P,2 FUSS&O'Neill Tnc. Con,ruMng Engincirs 70 Interstate Drive,West SpTingfleld, MA 01089 TEL m 452-6445 PAX 413 646-0497 mrwwer:www(ussandcneill.com othfsrokt�: Manchester,Connecticut Trumbull,Connecticut March 20, 2002 Provence,Rhode Island Robert R. POlegrini, Jr., Esq. Cumberland Fanns, Inc. 777 Dedham Street Canton, MA 02021 12E: Traffic Eagineering Services Cumberland Farms, Agawam Dear Mr. Pellagrini: Fuss & O'Neill, Inc, has reviewed certain traffic related issues at the Cumberland Farms located ou 794 Springfield Street, Agawam. The following is a summary of our findings. Ln general, we find that the proposed project will have minimal impact on traffic operations on Springfield Street and Witheridge Street, will eliminate existing access, parking and circulation restrictions on site, and will result in a significant phi sicai improvement to the Springfield Street / Withefidge Street lnteTsectlon. EXISTING CONDITIONS The site is located at 794 Springfield Street and consists of a store and associated gas pump. There is a single fuel dispenser with a total of 2 fueling positions, There are 8 marked parking spaces on the existing site. Access to/from the station is by means of ftee driveway areas: one driveway connecting to Witheridge Street on the southwest side of the site, one driveway connecting to Springfield Street south side of the site, and a driveway connecting to Springfield Street on the east side of the site. All driveways are two-way access for both entering and exciting traffic. PROPOSED SITE RENOVATIONS ,A, review of the site plan indicates the proposed demolition of the existing building and the construction of a new 3,600 square foot food store. Three single-dispenser fueling islands will provide six fueling positions. The number of site driveways for entering and exiting will be reduced to two with one site drive on the east side of the site connecting with Springfield Street and one on the southwest of the site connecting with Witheridge Street. �'tiP2402�123�P.14'20fl2':23ltrpon.0oc MAR.21.2002 10:01AM FUSS & ONEILL WSPRNG N0.967 P.3 C1J FUSS&O'Neill YnC. Consulting Engineers Robert R. Pellegini, Jr., Esq. March 20, 2002 Page 2 EXPECTED TRAFFIC INCREASE AT SITE An estimate was made of the additional traffic that would be generated by the proposed facility during peak traffic periods. The peak periods assumed for analysis are the times of peak traffic demand on Springfield Street, Table I_ summarizes the estimated site traffic generation. The proposed project is expected to generate approximately 40 new vehicle-trips(20 in and 20 out) in the morning peak hour and 50 new vehicle-trips (25 in and 25 out) in the afternoon peals hour period, roughly one additional vehicle trip every 1 to 1- 1/2 minutes. These estimates are based on trip generation rates for convenience. markets with gasoline pumps as published by the histitute of Transportation.. Engineers in Trip Generation, Sixth Edition, a summary report of trip generation data used as a standard reference, TABLE I SITE TRAFFIC ESTIMATES VEMCLE TRIPS Convenience Market with Gasoline Pumps Site Generated Traffic(LUC 853) TIME PERIOD Existing Proposed Pass-by Trips New Trips WEEKDAY Aid PEAK HOUR Entering 29 82 33 20 Exift 29 L2 33 20 Total 58 164 66 40 WEEKDAY PM PEAK HOUR Entering 40 113 48 25 Exiting LO 113 49 25 Total so 226 96 50 Pass-by D-agc Highway-oriented businesses typically generate a significant proportion of their driveway traffic volumes by attracting vehicles from the existing traffic already using the transportation network in the vicinity of the site. This amount of traffic . F:1W"21 MA1012a02123W.•wMdm MOP.1711.2002? 19:02AM FUSS & ONEILL WSPRHG, N0.957 PA fo:) Fuss$O'Neill Inc. consulrtng Engineers Robert R. Pellegrini, Jr., Esq. March 20, 2002 Page 3 which enters and leaves the proposed project not as a primary origin or destination but as an intennediate stop in a trip made for some other purpose is defined as the pass-by trip percentage. This percentage is applied to the total trip generation of the proposed project to calculate the total amount of traffic that will be added to the adjacent transportation facilities as a result of the development. Pass-by trips are attracted from traffic passing the site on an adjacent roadway with direct access to the generator. The average value for pass-by trip percentage reported in the YTE Trip Generation Report (6th edition, 1997) for site impact assessment of convenience markets with gas stations is 66% during the weekday PM peak.hour. Data supplied by Cumberland Farms from count studies at other New England sites indicate that pass-by rates of oven Wei) have been recorded for this type of facility. The additional trip generated traffic volumes presented here therefore represent a conservatively high estimate of the potential impact of the project. SITE ACCESS AND CIRCULATION The existing site suffers from several deficiencies related to lack of sufficient fueling capacity, restricted overall size of the parcel, layout of the existing access points, and poorly.defined boundaries with the adjacent streets. The proposed site improvements should elimu' late these deficiencies, provide adequate site access and circulation for the proposed use, and sigrificantly improve the Springfield Street! Witheridge Street intersection. The closure of the two driveways nearest the Springfield Street / Witheridge Street intersection will elimiaate many points of conflict between local street and site traffic gild establish proper intersection geometries at the corner. The construction.of new curbing and sidewalk along the entire Springfield Street frontage of the site will provide a positive delineation of the roadway edge, establish a well-defined site access driveway, and improve the safety of pedestrian operations. The improved access locations will provide safer and more orderly driveway operations and eliminate diagonal movements. Adequate area is provided on site for access to the fueling positions and parking areas without undue conflicts. The proposed storage tank location allows the fuel delivery to take place without obstructing parking or fueling operations. The increased availability of fueling positions at the gas islands will reduce the probability of any on-site queuing or congestion or any related off-site impacts. r:',P20a2%.1 a3\A 10\2 0021231cVm.doc MAR.21.200c 10:02AM F'US�S & ONEILL WSPRNG NO.967 P.5 Fuss&O'Neill Inc. Coasulring Engineers Robert R. Pellegrini, Jr., Esq. March 20, 2002 Page 4 PARKING The proposed site plan provides nine marked parking spaces plus the sic fueling positions. This number of parking spaces is consistent with maximmn observed occupied spaces at t1us, and similar locations. The spaces for vehicles to park while fueling will not typically be used by non-gas customers or employees. However, they are usually the only parking spaces used by gas customers, even if they are making other purchases in the food store. Since customers' vehicles occupy these spaces while they are at the retail establishment, they serve the function of parking spaces for those vehicles. CONCLUSION The additional traffic generated by the proposed project will result in incremental increase in peak period traffic volumes on Springfield Street and Witlieridge Street that will have minimal impact on traffic operations. The proposed site design incorporating the additional area of the abutting parcel will eliminate existing access, parking and circulation restrictions on site and improve the fuel delivery operation.' The proposed alteration of the southwest comer of the site and elimination of the driveways in-this area will enhance.the safety of the Spring£eld Street I Witheridge Street intersection. Please let me know if you have any questions on the above. Sincerely, VStepenSavaria, P.E. Senior Transportation Engineer F:�xooz�i a.�u�i a�zoaz�z3l�parLao� MEMO TO: Engineering Department FROM: Planning Board DATE: March 20,2002 SUBJECT: Revised Site Plan - Cumberland Farms - Springfield Street Please review and comment on the attached revised Site Plan for Cumberland Farms on Springfield Street prior to the Board's March 21s1 meeting. Thank you. DSD:pre GROPID LETTAF TRANSMITTAL Garofalo&Associates Inc. PO Box 6145 Date 03/19/02 l06 No 5790 Attention: E'er' 85 Corliss Street '. _T Providence,RI 02940 Re' Cumberland Farms Telephone(401)273-6000 794 Springfield Street Agawam,MA TO: Engineering Division Town of Agawam 36 Main Street Agawam,MA 01001-1837 WE ARE SENDING YOU ®Attached via FED EX the following items: ❑Shop drawings ❑ Prints ❑ Plans ❑Samples ❑Specifications ❑Copy of Letter ❑ Change Order ❑ COPIES DATE NO. DESCRIPTION 1 03/02 Revised Site Plans 1 03/18/02 Drainage Narrative THESE ARE TRANMITTED as checked below: ® For approval ❑Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑Approved as noted ❑ Submit copies for distribution ❑As requested ❑ Returned for Corrections ❑ Return corrected prints ❑ FOR BIDS DUE ❑2000 ❑ Prints Returned After Loan to us REMARKS: Should you have any questions, or requirQ naI information, please copttc rolu .at 401-273-6000. ' ' o s ' T r ..S :�•i COPY TO: GAI Job File#5 '� ,SIGNED: Lance Hill OGIROP[D a• 7 Garofalo & Associates, Inc.. Civil & Structural Engineers Surveyors * Land Planners Environmental Scientists March 18, 2002 Providence,RI * Cromwell,CT Mr. James T. Daley, P.E. C(Upy Town Engineer Town of Agawam 36 Main Street Agawam, MA 01001-1837 Re: Site Plan Review �� Cumberland Farms " 794 Springfield Street Job No. 5790 BAR 4 Dear Mr. Dale 1 v 4 This letter has been written in response to your recent review of engineering materials for the above referenced project. Specifically, I am writing to provide a brief overview of the proposed resolution to each of the concerns discussed in the memorandum to the Planning Board. In general, the continents outlined were fairly straight forward, and require little in the way of explanation. To assist you in your review of the information presented i have provided a brief response/resolution to each comment. Comment 1: Painted directional arrows have been added at each of the proposed entrances. Additionally, circulation arrows have been added to the site plans to clearly demark the intent for two-way traffic throughout the site. Comment 2: Our staff is currently processing a storm drain permit application through the DPW. I have attached a copy of the application, together with the drainage calculations, for your review and information. Comment 3: Town standard curbing and cement concrete sidewalks have been indicated within the rights-of-way. Comment 4: 5'-0" minimum cover has been specified for the water service installation (refer Utility Installation Notes). 85 Corliss Street, Post Office Box 6145, Providence, Rhode Island 02940 Phone: (401)273-6000 * Fax: (40I)273-1000 * E-Mail. admincgarofaloassociates.com Visit our Web Site at www.garofaloossociates.com . ^ - 0 09ROP10I Comment 5: Sidewalk detail has been revised to include requirement for additional 2"of processed gravel. Comment 6: Per direction of staff, existing utility location have not been added at this time. All services will be located during construction and shut off in accordance with Town standards. Comment 7: Existing drain (per record plan information) has been added to the Grading & Utility Plan. Comment 8: Street names have been added to the Grading & Utility Plan. Comment 9: Low-lying and maintained shrubs have been proposed adjacent to the project entrances. Shrub locations have been adjusted to provide improved sight distances. Comment 10: Specified note added to Grading& Utility Plan. Comment 11: Specified note added to Landscape Plan. I trust that the information provided has been presented clearly, and sufficiently outlines the application modifications. If you have any questions regarding these materials, or wish to discuss any aspect of the project, please don't hesitate to contact me at(401) 273-6000. Sinter , & As at , Inc. Samuel S. Hemenwa .E. V Project Manager Attachments: Revised Site Plans Drainage Calculations DPW application(copy) Cc: Mr. Harold Piligian, E.LT.: Town of Agawam Mr. Robert Pellegrini; Cumberland Farms Mr. Richard Sypek; Ross & Ross, PC 5790;03JM-J flaky Reapaae /CX.X_,.0 -4V 14-MMI Ur 1-11tRYr111 TOWN OF AGAWAM MEMORANDUM To: Plfuuying Board CC: John Stone DPW Superintendent; File ]ate: March$,2002 Subject: Cumberland Farms -794 Springfield Street-SP 313 Per yo4r request dated Febnwy 28,2002 we have reviewed the plan entitled "Cumberland Fams,Agawam, .Massachusetts, 794 Springfield Street,"prepared by Garofalo and Associates,Inc.,LSI Industries,Inc.,Cumberland Farms,Inc.,and Aharonian and Associates, inc., for Cumberland Farms, 777 Dedham Street, Canton, Ma 02021, and have the following comments: 1. We believe the proposed parking lot layout will significantly improve traffic flown especially for vehicles entering or exiting on.Witheridge Street,however we recommend the applicant Shown on the"Site Layout Plan,"the intended direction of vehicle travel within the parking lot including the two 30' wide curb openings,with directional paveV=t arrow M014ngs. 1 The applicant must obtain a storm drain pem►it from the Agawam DPW Supat-Aeadent that includes drainage calculations per section 175-35 of the Agawam Town Code. 3. We recommend the applicant show all proposed sidewalk within the Town R.O.W. as cement concrete rather than bituminous concrete. We also reca=c d that the proposed curb within the Town R,O,W, be either cement concrete or granite instead of bituminous concrete- We recommend the applicant rename or remove the 40ffshe Curb Dew? from the°Detail platy 2"sheet 5 so that asphalt curbing is not caustrWad ou%ide of the property lines. 4. We recommend the applicant show 5'minimum cover for the water service either in the "Utility Installation Nates"or in the water service note shown on"Otwing and.Utility plan." 5, We recommend the applimt show in the"Concrete Pad& Walk DeWls' on alarm 5 Z" of processed gravel over 6"compacted gravel base und$r the concrots walk within town R.Q.W. 6. We recommend the applicant chow on the "Grading and Utility Platy" locations of the axisdn sewer and water aervlces to the two existing builduyge to be demolished and 474 N t a• i LWJN Ut- t'i;**kV1 y 144�1�'!Slit NO.346 IP03 w poiM 0 which these services will be shutoff asad or capped. 7. We recntntmad the applicant show the existing piping between the existing C.B. in the treebelt along Witheridge Strut and the existing drain nW*ola at the intersection of Witheridge Street and Springfield Street. 8. We recommend the Applicant show street names an the °Crrading aad Utility Plan." 9_ Proposed plantingN as shown on'Landscape Plan" should not black or interfere with the vehicle driver's sight line when exiting the parking lot opto Witheridge. Street or Springfield Street, 10. We require the following note on the°4rading and Utility Plan": "Prior to any installation of any server,water or drainage lines,the contracorlowner shall contact the Town of Agawam,'s Engineering Division,786-0400 x 275/8, No piping/appurtenances will be installed or backfilled.without the permission of the division.* 1 l. We require the following note on the"Landscape Plan"; "All plantings roust be m$intained and that portion of the public way abutting the parcel and including the treebelt shah be maintained in a safe and attractive condition by the owner of the parcel," If you have any questions,please contact our division, Sincerely, James T. Aaley,p.E. Harold Piligian,E.I.T. Town Engineer Civil Engineer l f 09ROPIL0 Garofalo & Associates, Inc.* Civil & Structural Engineers �HQF Surveyors * Land Planners l nvironmental Scientists Providence,R1 * Cronnrell,CT � CIVN. 98174 Cumberland Farms J1O�o 794 Springfield Street, Agawam, MA Garofalo Job No. 5790 March 18, 2002 -� r, DRAINAGE NA 1' INTRODUCTION y l.. , .` t `. This report has been developed to outline and document the proposed schedule of development associated with improvements to an existing Cumberland Farms convenience store and auto fueling facility, as it relates to the Town of Agawam, and the State of Massachusetts land development policies. Specifically, this report has been prepared in support of the Site Plan developed for proposed improvements on Assessors Plat G12x, Lots 7&8, in the Town of Agawam.. The proposed improvements at the site include expansion to an adjacent commercially zoned property, removal of the existing onsite building and replacement with a new building. The building area will be increased from 1,260s.f. to 3,600 s.f. The project also proposes the addition of two fuel pumps together with modification of existing entrances and reconfigured parking and travel lanes on the property. EXISTING CONDITIONS The existing site is fully developed at this time and contains a small retail structure, as well as one (1) gasoline pump, with associated off-street parking areas. As indicated earlier, the project includes expansion onto an adjacent lot. That 12,521 s1 lot is currently occupied by a residential structure,driveway, shed,and small yard area. The total area of the two parcels is 25,079 or 0.58 acres. The entire project area falls within a single watershed, and is comprised of approximately 50°10 impervious surfaces. The site is nearly level, with grades sloping slightly toward the fronting streets, where surface runoff enters an enclosed drainage system within Witheridge Street. Runoff is then directed north within the Springfield Street enclosed drainage system. 85 Corliss Street, Post Office Box 6145, Providence,Rhode island 02940 Phone: (401) 273-6000 * Fax: (401)273-1000 * F-Mail: adminggarofaloassociales.com Visit our Web Site at www.garofalloassociates.com itr OCAROP11D PROPOSED IMPROVEMENTS As indicated, proposed improvements include razing the existing onsite building and the abutting structure, construction of a new free-standing facility, and the addition of two (2) fueling pumps. In conjunction with the improvements, repaving and striping of the parking areas will be performed to improve internal circulation and to accommodate the new pump island reconfigurations. Generally, runoff from the entire improved project area will be collected within a system of enclosed drains, and discharged to the existing drainage facilities within Witheridge Street. Due to the fully developed nature of the existing site, only modest increases in impervious area is anticipated with the project. The total increase in impervious surface at the site has been calculated to be 6,700 s.f. (12,630 s.f. to 19,330 s.f.). The following summarizes the design conditions within the sub-watershed (See attached Calculations): CALCULATED RUNOFF (25-YR,24-HR,TYPE III) Development Conditions Area CN Runoff(25-yr) Existing Conditions 0.58 Ac. 86 2.2 cfs Proposed Conditions 0.58 Ac. 92 2.5 cfs In summary, based on the analysis performed there will be a modest increase in peak runoff from the site; however, no adverse effects from the incremental increases in surface runoff from the proposed development are anticipated. 69ROPLO CALCULATIONS Cumberland Farms 794 Springfiled Street, Agawam, MA March, 2001 ev Goa li I s�r�mNmoo mm n us \ _ Beo.N CaM1lr o..d Bk neat.Pu-se I I 1lrotlry FN 3ums S Y. i 'L � 8ME 6% 4 47 �'a Y OOFF V-4.tl D.4d Ok.0172.Pg.WO 1 *40 ` „c„c— / GL7 +� 14 P`_41J Snti 5lewr d N xwm— �A D..d�217Z Rk 540 '••`a• W.d Bra M7.Pg..112 TL qst 44, cxa F)A. so �►yp\s. � r� J r� TOTAL AREA = 25,080 S.F. (0.58 Ac.) IMPERVIOUS AREA = 12,630 S.F. (0.29 Ac.) PERVIOUS AREA = 12,450 S.F. (0.29 Ac.) Cn = = 86 0.58 0 GRCHO WATERSHED MAP ak P .W. EXISTING CONDITIONS FOR Wk�Al soomm CUMBERLAND FARMS ►.R OM 4145\N O ftM M&I 2 tOUi7"I m pow #0`50. PIDYC[l M WOK�02M �L ootrearn�r a..1. AGAWAM, MASSACHf�3EfT5 4m-i75-om !!D-=-ow .■.A6.,.,1om t "- 11,y, ✓ WrYCD1T T111Cnf OFAS �V l p�IMC fNIE■an f .s+..i.,au. '+-�zxe f `F'3• ••L EaS1E iRG/KC MAI91�0� w va.c sY-v JUM Utga Rn (1(�1]1=-�1ae r'om,x sr-.!T uoMfi MM.,ftA �I6VYAm[ t 'Y' x-.ex wr C"N rwmtt m onom 111p! / imQFKq 3MGti / w 2UI �Y • s `' 7IIS.{ IA IF 7Y 4 Yocum p.R fxduaA �a / ' ��, (TM') 6orte R Ay S} 1p rwt I1�CtI�Q1��ilf� EaH/WL UQ rE M_FM�1Y{E4�L CdK HI�1 N■>1 1O � L ft�E d* Fwm Commlb MIK d1AE iti�l; / / E tOO� CnI� 10 / // 'I' i6• fialm 1�L no Rim 0AmraZ n 1 v en 011 pp OECIF A s lC / r 1 DWY Yq WATERSHED rHARACTERIS7ICS TOTAL AREA r 25,080 S.F. (0.58 Ac.) IMPERMOUS AREA = 19,330 S.F. (0.44 Ac.) PERVIOUS AREA = 5,750 S.F. (0.14 Ac.) Cn = 0-44�98) + 0.1 7 ) = 92 0.58 WATERSHED MAP 0 .. .. PROPOSED CONDITIONS FOR CUMBERLAND FARMS •a.am 414W ae ON"=per I..a_arom ma■M 1■�� .m-ara-.000 wo-spa-+wrr AGAWAM, MASSACHUSETTS i TR55 Tc Workshe t Page 1 Hyd. No. 'I EXISTING TO STREET Storm frequency = 25 yrs Sheet Flow Manning's n-value = 0.030 Flow length = 130.0 ft Two-year 24-hr precip. = 3.00 in Land slope = 1.0 % TravelTime ........................................ =4.5 min Shallow Concentrated Flow Flow length = 70 ft Watercourse slope = 1.0 % Surface description = Paved Average velocity = 2.03 ftls Travel Time ........................................ = 0.6 min Channel Flow Cross section flow area = 0.0 sgft Wetted perimeter = 0.0 ft Channel slope = 0.0 % Manning's n-value = 0.015 Velocity = 0.00 ftts Flow length = 0.0 ft TravelTime ........................................ = min Total Travel Time, Tc ........................ = 5.1 min s ' 10 Hydrograph Plot English Hyd. No. 1 EXISTING TO STREET Hydrograph type = SCS Runoff Peak discharge = 2.23 cfs Storm frequency = 25 yrs Time interval = 3 min Drainage area = 0.58 ac Curve number = 86 Basin Slope = 1.0 % Hydraulic length = 150 ft Tc method = TR55 Time of conc. (Tc) = 5.1 min Total precip. = 5.40 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Total Volume=7,583 cuft 1 - SCS Runoff - 25 Yr - Op = 2.23 ds 2.5 I E 2.0 ` cY 1 .0 0.5 0.0 0 6 10 15 10 25 Time (hrs) Z Hyd. 1 Hydrograph Plot English Hyd. No. 2 PROPOSED TO STREET Hydrograph type = SCS Runoff Peak discharge = 2.50 cfs Storm frequency = 25 yrs Time interval = 3 min Drainage area = 0.58 ac Curve number = 92 Basin Slope = 1.0 % Hydraulic length = 150 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 5.40 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 w Total Volume=8,844 cuft 2 - SCS Runoff - 25Yr - Qp = 2.50 ds 2.0 � 1. u CY 1.0 0. 0.0""'to� I - 0 10 15 20 25 Time (hrs) / Hyd. 2 TOWN OF AGAwAm y� �f MEMORANDUM 0 MQy` To: Planning Board CC: John Stone DPW Superintendent; File ' Date: March 8,2002 MAR I 1 20Q2 Subject: Cumberland Farms - 794 Springfield Street- SP 315 Per your request dated February 28, 2002 we have reviewed a �iifikd "Cumberland Farms,Agawam, Massachusetts, 794 Springfield Street,"prepared by Garofalo and Associates,Inc.,LSI Industries, Inc., Cumberland Farms, Inc., and Aharonian and Associates, Inc., for Cumberland Farms, 777 Dedham Street, Canton, Ma. 02021, and have the following comments: 1. We believe the proposed parking lot layout will significantly improve traffic flow especially for vehicles entering or exiting on Witheridge Street, however we recommend the applicant show on the "Site Layout Plan," the intended direction of vehicle travel within the parking lot including the two 30' wide curb openings,with directional pavement arrow markings. 2. The applicant must obtain a storm drain permit from the Agawam DPW Superintendent that includes drainage calculations per section 175-35 of the Agawam Town Code. 3. We recommend the applicant show all proposed sidewalk within the Town R.O.W. as cement concrete rather than bituminous concrete. We also recommend that the proposed curb within the Town R.O.W. be either cement concrete or granite instead of bituminous concrete. We recommend the applicant rename or remove the "Offsite Curb Detail" from the "Detail Plan 2" sheet 5 so that asphalt curbing is not constructed outside of the property lines. 4. We recommend the applicant show 5' minimum cover for the water service either in the "Utility Installation Notes" or in the water service note shown on"Grading and Utility Plan." 5. We recommend the applicant show in the "Concrete Pad& Walk Details" on sheet 5, 2" of processed gravel over 6" compacted gravel base under the concrete walk within the town R.O.W. 6. We recommend the applicant show on the "Grading and Utility Plan" locations of the existing sewer and water services to the two existing buildings to be demolished and the points at which these services will be shut off and or capped. 7. We recommend the applicant show the existing piping between the existing C.B. in the treebelt along Witheridge Street and the existing drain manholes at the intersection of Witheridge Street and Springfield Street. 8. We recommend the applicant show street names on the "Grading and Utility Plan." 9. Proposed plantings as shown on "Landscape Plan" should not block or interfere with the vehicle driver's sight line when exiting the parking lot onto Witheridge Street or Springfield Street. 10. We require the following note on the "Grading and Utility 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 backfilled without the permission of the division." 11. We require the following note on the "Landscape 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." If you have any questions, please contact our division. Sincerely, Q } James T. Daley, P.E. // Harold Piligian, E.I.T. Town Engineer Civil Engineer I MEMO To: Planning Board From: Sergeant Donald Galler 6 Subject: Site Plan- Cumberland Farms- Springfield Street Date: March 20, 2002 Roadway: Springfield Street is a heavily traveled roadway that runs north and south in this area. The total width of the roadway is approximately 32 feet. The northbound and southbound travel lanes are approximately 12 feet wide and there is a fog line/shoulder in each travel lane that is approximately 4 feet wide. This area of Springfield Street is a posted 40 m.p.h. zone and is marked with double solid lines (No Passing Zone). Witheridge Street is a residential street that runs east and west. The entire width of the roadway is approximately 24 feet. The eastbound and westbound travel lanes are both approximately 12 feet wide. Visibility: The visibility upon exiting and entering the store as it is now is quite adequate. The visibility upon exiting the parking lot onto Springfield Street is approximately 1/2 mile to the north and 1/2 mile to the south. Visibility upon exiting onto Witheridge Street is adequate to the east, or the intersection of Springfield Street and Witheridge Street and to west it is approximately 1/4 of a mile. There are minor obstructions to the west, such as trees, shrubs, et cetera. Lighting: This area of Springfield Street is well lit by the WMECO overhead lights, the lighting from other businesses in the area, and from the lighting provided by Cumberland Farms. Traffic Controls:None present in this area. Sidewalks: There are sidewalks present on both side of Springfield Street in this area. There are no sidewalks present on either side of Witheridge Street in this area. School Zones: There are no school zones in the immediate area of this location. Playgrounds: Wade Park is located across the street on Franklin Street. Also, Brady Village is directly across the street and houses a large number of families with children. Parking: The site plan appears to be in compliance with the Town Code regarding Handicapped Parking spaces. Traffic Unit impact Estimates:None provided. Other:Nothing at this time. �'•` '4- E y Town of Agawam 36 Main Street Agawam, Massachusetts 01061-1837 eat Tel. 41.3-786-0400 Fax 413-786-9927 MEMO TO: Police Dept., Fire Dept., Engineering Dept. FROM: Planning Board DATE: February 28, 2002 SUBJECT: Site Plan-Cumberland Farms-Springfield Street Please review and comment on the attached Site Plan for Cumberland Farms on Springfield Street prior to the Board's March 21, 2002 meeting. Thank you DSD:pre P, Michael it. Mereadante Fire tempactor Awn Fir o De ax �ei�t O ��,� Date-* wrr� F h k:_.,;1,t Y 1 ,'Y!`•. vi CTJ ti, } ro 4 ' _ a V S L'7 Michael R. Mereadante Fire Inspector Agawam Fire e p rtment O Date: 08-1 r FEB 2 g 2Op2 " 1 =1 r s, s , AGAWAM PLANNING BOARD r, 0 Form D - Application for Site Plan Approval -� Please complete the following form and return it and 10 copies of the Site Plan to;.; ti Agawam Planning board Office of Plarming and Commur&y Development rov' 36 Main Street r Agawam, MA 01001 ; ti 1. Name of Business Cumberland Farms, Inc. -- c,s Address 777 Dedham Street, Canton, MA 02021 co Telephone 781-828-4900, ext. 3248 Fax 781-821-5723 Z. Name of ApplicarrtlO ner Cumberland Farms, Inc. c/o Richard A. Sypek Address 121 State Street. Springfield, XA 011.03 Telephone 413-736-2725 Fax 413-736-1247 3. Name ofE4neer/Architect Samuel S. Hemenway, P.E., Garofalo & Associates, Inc. Address__„85 Corliss St.a' Providence RI 02901 Telephone 401-273-6000, ext. 260 Fax 401--273-1000 „_•_ 4. Please give a brief description of the proposed project; See Attached tom• FEB 2 8 2002 RAI ii I ' Revised 9112100 ZO' d £00' 9N 8Z: TT Z010!2 upf SS021 2 SSO� AGAWAM, MA PLANNING BOARD APPLICANT: Cumberland Farms, Inc. SITE PLAN REVIEW NARRATIVE I. INTRODUCTION 'Y ,i Cumberland Farms, Inc_ is the owner of an existing convenience store and,gas r.: sales facility located on a 12,558 +/- square feet (SF) parcel of land known and numbered as 794 Spring Street (the "Property"). The Property is shown on Agawam Assessor's Plot G12, Lot S, and is located in the "Business A" District. Cumberland Farms has purchased an abutting lot, consisting of 12,521 +/- SF, which is shown on Agawam Assessor's Plot G12, Lot 7. Cumberland Farms proposes to raze and rebuild the existing convenience store and associated gasoline island, and incorporate the additional lot to offer a better design, and a modern, aesthetically pleasing site that is safer for pedestrians and customers. II. PROPOSED PROJECT The proposed Project includes the raze and rebuild of the existing convenience store and gasoline island as shown on the attached site plans. Specifically, the Project includes the construction of a 3,600 SF convenience store with three gas islands and associated canopy. A canopy is preferred by the State Fire Marshal for fire suppression purposes. (See attached Exhibit A) The Project also involves the replacement of the two 6,000-gallon existing storage tanks with three new double-wall fiberglass storage tanks, totaling 30,000 gallons. This will allow for less frequent fuel deliveries. Although the existing tanks are in compliance with applicable laws and regulations, the new underground storage tanks will include the installation of additional environmental safeguards such as continuous tank monitoring systems, leak line detector, observation wells, and double-wall flexible fuel lines. The proposed tanks meet or exceed Federal and State requirements and offer enhanced environmental protection to the Property and surrounding areas. r "` i FEB 2 8 =2 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1 837 Tel. 41.3-786-0400 Fax 413-786-9927 MEMO TO: Police Dept., Fire Dept., Engineering Dept. FROM: Planning Board DATE: February 28, 2002 SUBJECT: Site Plan-Cumberland Farms-Springfield Street Please review and comment on the attached Site Plan for Cumberland Farms on Springfield Street prior to the Board's March 21, 2002 meeting. Thank you DSD:pre S Y 1.0 P 41p- 0 0 04 JUDEX Q FNDEX. .. -0 I T --RELATED-.. Al ING& 01 f f"- EMAEED Y DESCRIPTIQU tore DNQO. SCRIPTON { I�. Yew - COVER SHEET 02-2002 1 -- --- EXISTING CONDITIONS / SURVEY PLAN -- 1 -12-0� A2.1 - FLOOR PLAN & PARTITION TYPES 02-12-M 2 SITE LAYOUT PLAN R4-02 2s ta tl AHARONIAN & ASSOCIATES INC. All.---�-BUILDING ELEVATIONS 02-12-0 GAROFALO & ASSOCIATES, INC, 3 - GRADING AND UTILITY PLAN R4�-02-�02` A3.2� --BUILDING ELEVATIONS 02-12-02 4 DETAIL PLAN 1 02-04—Q2 5 — —�---� DETAIL PLAN 2 02-04--02 P N ,, R3-28-02 5 - LANDSCAPE LA .• , .. . .. . . . • LSi INDUSTRIES, PLAN. C2-13-42 INC • - ----..- ION NOTES TANK IiVSTALLAT - - - CUNEE CANOPY ELEVATIONS R4-O - 2 BLAND FARMS INC.'---INC. .. - G - R4 01-p2 .. SIGN DRAWING ` g�PLA% A ' 794 SPRINGFIELD S TREET V 0711 D ED � D s 0167 Ga s AGAWA $ i o�At. . f PL . : a va � a - .. - - t .it i t•, -r_ ,-• , i i rs • t ' FOR - PROPOSED f " 0 0 01 , ...00 - 0 . 0 0 -- 0 C57 IT AT=a ' AT . . ..... ..... C .��l _ _ ^ _ • - ••�- . - t ti k1 - �`� ••-/i. '`g' ';S♦ ire r-�k.l �ti s 1 ti i f ,�11•'�•j•`i •�. .. 'Y. _ _. ' . _ • . •1,g.'s'•��at`I '•�1= " ��:r 1 ' �wJ t f r•'� _ PREPARED+J� e'� ; � . � � � � : - - F. r ~ id. 1 •�� +��i�•f` 7�"•tf' ,.k .fit %" �"• ••.►�i «- •` •� • - - - - - - - _ , �, . • , Y N t, �..•'•11• • . w f ' ' GAR %AL .0 ASSOC ,,1 F,jrrl t� I f }�.✓ ,..y 1.•'..w'- ��)j '�q��• rani•'. .,•wa `f��••II ..•.< - - �. r .r. I' CTU Alit vYaR c 1 K : '�. � .7: f •dam,_. -:.,� :� f••• rr ri � �' ��.��.• . •� � �;r +� .�Y ;`� �! •h'. .. - .. .. .v"-{I.':�a_+�1�; ".j ��&T1� �!%�� • a � a 1�•'�� :�1��(F� �r CONDI. ', a:'`r i�;.��'+� s ;" ay .,.-;-�►, • � ,-. • . r� � .. � � � SI'�':E 'Y` TTQ�#'S�� P� . -. . OUT IPI AN ing .• /►1, LAB PETM '•`1.4 ,,•, per. � • .:I a,;,� may., • • s . -t�•1{ �;., � 4 ♦ .1 � P. •'jiT -fir',i�'y'�' f:. 4 : ! f •• •ra•.rr• '' `� •. -•�1 '1�t {•t}1 AP .L rt�K A.N-- -- "ND.,SpAj�*Jar � 5 I�ETAI r:i _ t�Y•��L" +, \�,� -7 i ;� .• rr / r`r: ��1tti+. t r� t�.1� A .e��,ta� r� i F1�.ji�'1 � :1� s R i�i • ••• � '.lt,� �, \ i L `;• ; .. . ... .. ....�s',`.,.�.,.......`�..�''- -r .r-In iid C U Fr S n 1H LO_�-U' MAP 777 Dedham'LStreet Canton- , Massachusetts 02021 A S Q. NOT TO SCALD '"RM ON'LY 1SSUED Fun� pj�l . J0 Nam. " 9p SY' 'E F'EERUARY 2002 404 Aft- _ . �••_�� 4�. R ti � -'�::��' ter" . � R •y xtvV':fir• ��"''Z��'`,.. "/' t }l'�� '}�}' + 1 u z.. i!.' C '"jt`i�� ',Ak�/ i ``. ��1•'F-•:��iP• 4.G• z ,`[`Q.` A 1 + '-..Y,: f1C��7Y�. _ r I �I !l' 0 b +1 , ,L (,` •yr� •1rd,y rep 1'Sr)� �'?Gr a k1 ° �( 'R •.�"� . . �..i.{' ✓ 4 ? � � J k.' • y a f �, a , .. 6 G� a '. - b�.. _.._..x.., 40, • aid\ art ' j;t: " Et >i 1' T �y,+ .,.f o-�� n`x / Bonnie Canty / S IP(fd) �; �► �• LOCUS MA.P' Deed E'`3k. 3601, Pg. 56 ., `NOT TO SCALErG 10 �,_ / ��♦ : 14 rGli ' .T loin, ° �G5 • a'�cP _ = �_r rI� �g sX Francis S. Murphy, R'jchard Whiteheodt N F f 9h@may & Leis Sweener Timothy F. & Susan M. i � � 204- - �e� � � �°• `'o�,� Deed Bk. 8461, Pg. 227 Hamlett �...._- Deed Bk. 9172, Pg. 520 (fd) ,�,��,��,� t �♦ d' �'o Grass/Lawn /Cu Grass/Lawn - 1 Grass/Lawn east /L 1 O Grassawn � L ' f 4� ! I N/F f �i �� , t � Cl a `�w � i N JI' `~ 'r ye o o Stanley J. & Alice K. 10e76��s ,f roc d9v 3^ i yi ty, 17.5' Peer J. Smus R Kielbasa then.w/F �� `� Deed BW, 9172, Pg. 560 r • °s ��..; M°� Grase/Lawn I' Deed SR. 7997, Psi. 319 Ip(fd) s� St NI 2-sty, W/F , o ` 784 Springfield St. ,F 11.5 , IP(fd) j �. �/F rr shy Grass/Lawn Cluster... ��+ Q --1D2 w-—'-- —_, _. .��oe� i7.3' (d9e 1 Grass/Lawn �� o<� of Trees x� �•c� _ / y Grass/Lawn i :' 21.2' a_r, a cy�• k 13.6' Gras /Lawn00 .S ` p °hc i� �.'I' Q:► x ��x r. f o � ` ,1g� r, ' errn �P(fd) 3 •. �� / �� ''y �', • �� \\\ �\l- fit. 0000, Cone, Gross/Lawn $�4k 24.6' (f( �" `, . Boiiarc}s(typ } ` DETAIL 2 Tree \` 0 o ,G f' �i f, 9t NOT TO SCALE N04.Z. es ` '` * a Bit. Driveway felt• 4riueway T c+ ° ,�� 00,001, a � �. Ob -.... Co .. � 0 Monitoring 0 4 PARCEL DATA Grass/Lawn a 0 qja sit. Q ' •Y � / tl Ganc. tis� i p1 7�0 A.P. G12�.; LOT 7 � � � g Gee �_o, N F 1 $ Bit. ��. � , 5,a. w/c#i �.�� . ` `` Conc. r •Y �f o. PETER J. SMUS lP(fd) VY CIO � %' '# N/F .��° Gad DEED BK. 9172, PG. 56.0 � Cvrd V.S.H. Realty, Inc. G .[�l �� NOTES: ' s , ,. ,� ��,� _... - :... 0 + '?` 1 S� #12 WITHERIDGE STREET �, F , Deed Bk. 418J, P 103 _ / LOT AREA. 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION -� s, ,�eai `,- s 12,521 S.F:t OR AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND �..�r '�`' `� UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE: AREA, EITHER IN SERVICE OR ABANDONED. e' Hai .�. s� o. ♦ `? o'�e< sCP THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN c�oW �vQ A.P. G12, LOT 8 THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ya ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY S�, 20' Q& N/F T (PLEASE CONTACT DIGSAFE PRIOR TO CONSTRUCTION C� DEED V.S.H.} REALTY, INC. LOCATED THE UNDERGROUND UTILITIES. { LE E D . 4189, PG. 103 1-8-88-344-7233 s - G��e � � V. :;o�`� � #7 94 SPRINGFIELD STREET cf. s LOT AREA: 2. PROJECT BENCHMARK: RIM OF SEWER MANHOLE LOCATED AT THE INTERSECTION OF Goy 12,558 S.F.f OR KENSINGTON ST. & SPRINGFIELD ST. -- ELEVATION = 204.28. s ',- We 0.29 Ae.t 3. PARCELS ARE LOCATED WITHIN FLOOD ZONE "C"(AREAS OF MINIMAL FLOODING), AS SHOWN ON MH F.E.M.A• FLOOD INSURANCE RATE MAP FOR THE TOWN OF AGAWAM, HAMPDEN COUNTY, R=202.8 MASSACHUSETTS, COMMUNITY PANEL NO. 250133-0001A, HAVING AN EFFECTIVE DATE OF FEEBRUARY 1, 1978. a� f ZONING DATA REFERENCES: ,� ,,�U. .' fl >� e13 ,` / �� Q� �� R=202.36 1. PLAN OF LAND IN THE TOWN OF AGAWAM, MA, HAMPDEN COUNTY, PREPARED FOR V.S.H. .-" s: B SIN SS A - U REALTY, INC. BY DURKEE, WHITE, TOWNE & CHAPDELAINE, SCALE: 1"=20 R', DATED APIL 6, 1976, �� f, v� �Q ` SETBACKS: 1=FRONT - 35' (NOT ON FILE). , _W� 0t�° SIDE - NONE* t� REAR - 25' 2. PLAN OF LOTS OWNED BY C.H. ANNABLE AND D.D. NIMS, AGAWAM, MA, SCALE: 1,e�60,, BY G� / MAX. BLDG.. HEIGHT - G.N. MERRILL & COMPANY, DATED OCTOBER, 1908, P.C. 621. ` o We 45' OR 3 STORIES* MIN.- LOT A.�EA = NQN€I 3. PLAN OF LOTS OWNED DY FRANCS J: 9A NEAR F D}N� Hl �s; SCAB€; "-§D'= DAT€D f-' I�fl MAX. LOT COVER-AGE -� 50% DULY, 1903, PLAN BK. 2, PG. 44. AGRICU-LTURE 4. PLAN OF LOTS OWNED BY MARY SHAW NEAR FEEDING HILLS, SCALE: 1/2"=100', DATED JULY, SETBACKS: ° 1907, PLAN BK. 2, PG. 26. WG FRONT -- 35' OTHER BLDGS. - 100'* 5. PLAN SHOWING RELOCATION OF WEST, SOUTHWICK & SPRINGFIELD STREETS, AGAWAM, MA, FROM SIDE - 15'* SURVEY MADE IN 1899, SCALE: 1"=80', DATED FEBRUARY 4, 1901, BY J.K. BARKER, ENG., BK. 13, REAR - 20'* PG. 165, COUNTY COMMISSIONER RECORDS. MAX. BLDG HEIGHT 35' OR 2 1/2 STORIES(50' MAX.) MIN. LOT AREA - 20,00.0 S.F.* MAX. LOT COVERAGE - NONE* MIN. LOT FRONTAGE - 120'* *-REFER TO CITY OF AGAWAM, MA ZONING ORDINANCE FOR FURTHER INFORMATION. I CERTIF'1CATI OIN REVISIONS REVISIONS SQUARE FEET 7' � 4 Sprir <,gfi�Id Str��-L I CERTIFY THAT THIS PLAN AND SURVEY CONFORMS TO �. ACRES AGAWAM , M A S S A C H U S E TTS THE ETHICAL, PROCEDURAL AND TECHNICAL STANDARDS SAAAUfrIA �,� FOR THE PRACTICE OF LAND SURVEYING IN THE WHITE,JR• p� ;> �� LppEp COMMONWEALTH OF MASSAC. USETTS. - NO• SCALE 1"=20' GAROFALO & ASSOCIATES, INC. U O feet CIVIL & STRUCTURAL ENG€NEERS\SURVEYORS DATE 11---12-01 Lu�% d �' r ��aNAi >SN�s� a f o ,0 zo �o a0 �2o LAND PLAN'€VERS�EIVVIRONMENTAL SCIENTISTS Store# L�1L.�JL%� 4:11JU ! � �t � REGISTERED PROFESSIONAL LAND URVEYOR DATE 20 P.O. BOX 786 PROVIDENCE, R.I. 02901 o .•"•,, s �0 20 30 meters 1-401-273-6000 777 Dedham Street Canton, Massachusetts 02021 2 WILLDWBROOK ROAD CROMWELL, CT 06416 1-860-632-0667 SURVEY P L A N i i I f . I . ; . i I f I 0 t40 . #* NOTE: ;, i ` , I EXISTING ZONING LINE SCALED FROM ZONING I MAP ONLY I �. 40 �� I N - - - I e�9so. ,/ W.. 0 DE�ELCaPMENT SUMMARY .I ch nO , ele � 00 ASSESSORS MAP G'12, LOT 7 1 <,�, nC, e . � ZONING: BUSINESS A I e ,� or ° �O7 R U XIST N €PROPOSED / , E �'s 9{� I zONE LINE � SITE DATA 1 3 t LOT AREA N/A ±12,521 sq ft 25,079 sq ft PROPOSED BOARD TO BOARD FENCE f5 OFF OF �/ �♦ 1 `�� PROPERTY LINE WITH LANDSCAPING BEHIND. � LANDSCAPE 40 1 e �, e0CQriu.�slc VATM �--AACC �T a5wl Z0 IMP MAL ! AREA \4# € apt �eA CUSTOMER SERVE PAD B' HIGH BOARD BOARD Retail MNCING AND LANDSCAPE PLACEMENT / IN00♦ I A•�Ost (SM VE A") xojer (�) LAND USE N/A w/ Fuel Pumps SAME l i \0 yQy t8.00' TO EX1§4G BUILDING LOT COVERAGE 50% MAX 9 Syo 14.4% i \� ' '� � '¢ 'r.�K` � ;; (INCLUDES CANOPY) to #; G .5 , < a� o (3) PROPOSED UNDERGROUND TANKS DIMENSIONAL REQUIREMENTS f EXISTING BUILDING to �!::-'_: -•-•• - DOUBLE-WALL FIBERGLASS x rI ++ 1 tla: F9 / . w TO BE REMOVED I ( `ras TOP OF TANK t3-4" BELOW GRADE .� I I }I !; ` w "x; '�•:- �jp ma's 5' o 1 12,O00-GALLON; 96"DIA. X 37'-1/2" LONG FRONT YARD 35 ft Bldg. bldg. canopy 48.5 ft 100.7 ft 35.0 ft ` op� f € I f 1€ ," 1 I I I} `� I v`;. �.; aQ �'OA,c a �£ RISER (1C 1C.000-GALLON; S8"DIA. X 31'-- 6�1/2' LONG 12 W x 22.5 L CON ` ` f I ;; I t.: "»�-';:::' O ! (13 8,400-GALLON; 96 X 26-1/2 LONG bidg. bldg. canopy REAR YARD 25 f# DU�PSTER PAD TH �� .± I I I i I 1-' -- � �, (SEE TANK INSTALLATION DETAILS) f 21.2 ft 26.0 f# 122.2 ft ! SCRENi G FI:IV ?� F $ry`:`';:' p ( ti �'�`. t ;R I I I } ' ' I I I �fi`'` BSc PR $!DE YARQ N A bldg. bldg. canopy :' i { ; , : - A S O . � OPOSED SITE 51GN + / 54.9 ft 1.0 ft 25.2 ft I "._ -1 p. /Sy,._ 5.O ,MIN FROM bl d . S1TE LIGWTi IRE ' "` ` ?0 „�N _- (rn,) 1 . I pi ! '• '' E I ;-`:`+c; ` •" ' ep. 'A 0 � +' HE#GHT 45 ft (3 STORIES) D PROPERTY LINE 3 g Bldg. canoPY TAPER :•: ` I � � � �`/ yy , k �N SIDE). SEE SI t 20 ft 14.50 ft 17.33 ft FENCE TO 3' "�''_ 11 f I ` r '' h DaS R> pA'N �� s � ;I �;-�►M;yt.:.;: TO BE REMO� o�� a k P ,CAM\ t I } -t, .. ,' SEE DETAIL C3 F Q� O X b t�ITING I - cLIU REMAIN r gg ;y ISUWD CANOPY o °� o - a�. , r E I r `ti 't b D CONCRETE PAD / i `O�c 4" �" `'` �%_ 1 �� 0 I r`-•�:"_ R Get YOUT �� Q TAPER l%% 0 « �� ` 4!/ �, `'�� .v':;i,::. ' :�•' V ' / O . VD - - . _ - - - - SITE PLAN NOTES I r w : :' : PROPOSER ' / I.. � , • ,. � HANDICAP o Gpt`G' O s �° fBd4�SIMh' t i Q!lb- . �• / e1T "v LOADING , '•:a`<•,_' SPACE WITH RAMS / TYP ,� I BEGIN VERTICAL CURB . Op �� ' o. 1 oy AREA o, B;t " ey ►� AND SIGNAGE / ( ) R (MATICFI E7pSTING} 1. ALL METHODS AND MATERIALS USED IN THE CONSTRUCTION OF 0+ ��• 10, 9 �z (SEE DEVILS)/ �'� �F- IMPROVEMENT FOR THIS PROJECT SHALL CONFORM TO THE CURRENT � ` 'qp `�M y'y�.� �' & o ,o q� urn �P� c,� MHD STANDARD TOWN OF AGAWAM CONSTRUCTION SPECIFICATIONS. WHERE THESE T •�� 4 HO �" r / _' rX4' '� R$ F,� 49 HANDICAP RAMP � ,.V, DESIbN� �%yJ?� / q CIRCULATION/1 C N x 9 A.; .. o• t?� ,�� STANDARDS DO NOT ADDRESS CERTAIN ITEMS, CONTRACTOR SHALL %i R '�, P K SPACE / PATTERN, I �0 0 ( ) REFER TO THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION ,� a��, S /i ( '�� '� HIGHWAY DESIGN MANUAL, JANUARY 1999, STANDARD SPECIFICATIONS, �`0 �NOUs /� L.f' I15o• ye AND TO STATE BUILDING C(?DES, �2s, %s E7E n c. / 18.62' � �� I ra e� . r ra p .to 2. EXISTING BUILDING AND OTHER SITE FEATURES SHALL 8E REMOVED U,a [o cE TYP '��' o�`I' AND DISPOSE[) OFF SITE (SEE GRADING & U71UTY PLAN}. SEPARATE I 4, C))? 1 .4 P ENT ! EXISTING :.: ) PUMP Bit ;; I +, I S�0 R35 '� wWITt .PAINT DIRE tie PERMIT MAY BE REQUIRED CONTRACTOR SHALL BE RESPONSIBLE FOR r-IVV R �i ,y y2 `. ,K Conc ARROW (TYP) o� ' �cY' OBTAINING ALL PERMITS WHERE NECESSARY. I t. �. .r 1 f o� �(' R-4' -4 ? `�\� �J&. O' of �. -Get PROAOS#MD VERTICAL FA G° (j �, R . aL� CURB (TYP) 3. ALL SIDEWALKS AND RAMPS INDICATED SHALL MEET ALL t • QD• • ��G�ra. p�'N�O��S a�123' �pPQ� �tti REQUiRI=MENTS OF THE AMERICANS WITH DISABILITIES ACT OF JULY 1991 � dt / �' o E)USTING SIGN,TO B . . TITLE !I, TIT.E IIIp AND ANY STATE, COUNTY, LOCAL OR OTHER tp r�.g . �• , REMOVEp . . APPLICABLE LAWS. RAMPS SHALL BE PROVIDED WHEREVER AN . , , g�a°`� �, _ ACCESSIBLE ROUTE CROSSES A CURB OR IS PART OF AN ACCESSIBLE ��1 �1 ' �� ' ��° .;: s`b a�'�'o. EA GAs . ' ROUTE THAT HAS A SLOPE OF t:20 OR GREATER. ` THE RAMP SHALL �a1� CURB s. �, g� ��oyk, HAVE A MINIMUM WID ♦. _ :- . E �y TH QF 36 INCHES, A MAXIMUM SLOPE OF 1:12, es �c / = �" ��`' 0� 2 x5 TREE . ' .. ' AND A LANDING AREA OF NOT LESS THAN 60 INCHES. '� O _ - . ' 6r+ 3y�r t (SEE.LAND " � . - - I Tp <' �' I' �s &84 TO Y , ° ':'.'. 4. DIRE "lQ� 8F SRN G CAMOP. CTIONAL SIGNAGE SHALL CONFORM TO THE MANUAL OF �'( C` T-WIC as£oF � � UNIFORM TRAFFIC CONTROL DEVICES (MUTCD}. WC3 a r' ;.W. t`L MWD STAN�ARII - - , ' MN .�: HANDICAP RAMP Y' i ♦{ R-Z02.8 z �/�� o . ADaITiQNAL NOTES' r - _ , . - MEET S M .r' . - - 1Y s f ; . . - t - - :, - - - �' - i! . . . .. - % a ll �" - . e f d 4 ,.F - . - _ _ POSIT VE LIMITING �,� , e1� >,� BARRIER (TYP) r - - ,' - - WG y COLUMN 9• x 3'' RAISED PUMP s3 ��`'o . ' Crn'} . ISLAND (TYP) : : �` Q ■�1t I -''rtl x•'`'- _-err.I�r w.. �'r�w Aw..A�wiA�� .rri rllr� ww.►rr�i � �Iw f�f _ �r.ram r�r_w s w.� . h,r' . ' . o°° kJ CANOPY `` ZONING DATA t Y � ,. �: �' a m r�r c i :, -iir n 4°�-,,a _�-`r.H ,��. r rJ '._-{ . - . - ----. .., .- .:- - :. , CANOR f I - ,C9 :.0 Oa: o` �. ,.�. z.: E � 4 r. i tt' -.,' - ,., , :). ! 4 <� I i r 4 Sa �P' {/� .h. V r• r�i k SLAIN S 1 1 :Y D SETBACKS: r. '1b- rir' j -�'rG', •!' Y4 M1 I J, r,..°: �' 3' 5 f .•'s: •w l}M s r Z 'z - r. e a - �,�y FRON x � co T 35 . N7. r - __ - .- Q GONG a: �� RETE ,. ,v- r - /�■ :..C'� V i. .ti S. -.I' '�' ;! fi .. r O.: 7: �: r ti r..: . SIDE NON .p PA E r.,. :R. (� D f: �•: 3 .,_ r f�v J 1 ,: r, 1.a �. .;i r r.- , a. .r H. s <A r' I t �.r„ REA ._'; ,gib. ': ::" J 't ' r -1 �s . s.- I r tt� N M.. EL DAT >r �� eoNOP ..� _.�"�: MAX. B _ -- - _ A4` - Y -. :.. �.. _ ...:...., - LDG. HEIGHT r {. - r _,. °. > 3:OD 45 0 3 S L ,. ?.r R TORTES a;.isr x i_ r :; f� d, .3P e r t r .... C n. At yY�', MIN. LOT AR t _., .3r -., s �r , , EA NONE ��_ 3 sy A.P. G1 :,., , , . - Y 2f LOT 7 rr ,:,: : . " ; , j] . _ :.�:a - .•:. . .. :Z" .Y�+,r4;w4 •••:.CIS - ^y . MAX. LOT COVERAGE 50� p0 - b- .k':5..3.. 5 'SC YFi; ..ee�.�"rY .�,i:4_'G.:v .4 ! N F - d�.. _ �. 0• _ x _ Wit•¢ r- -`< . _ � = : a ,. YY =C.: , _ L, P. PETER J. SM 3 3W', s - :, 26 fi :bi US �. �; <. :w ,` - I r ,iF.J'r I 4 DiA. ISLAN© AGRICl1_TURF , ` . :YP r. T 1; kv. T k. I - ",f DEED BK. 91.72 PG. 5 p f .1:� - ::F�'S- 'Y - , ��- n y s -<" .-15` r `••f-r. . BARRIER TYP 5 TB C .. - .rr ,j - s_ 6 E A KS; :: ; , xF r s. _...r' :. _ f, i2 WITN - ERIDGE STREET :�:u 4 ' :. . e -3• ' C r ' �: iD 9.33 �_ FRON :' ' .. T 35 _� y , ,,.F ,:r LOT AREA. , 3�� y 5,{ �' w { ," .,k a, .. :3'•. x. .r'r., 't• L.�' .v ,. }x l- _ .1 ':� a 3 d ',r: i� :, OTHER GS �. GLD r 100 - �:,h� w,z`"' ;h} - + ."�r1v.A*; i-,y:'t?%1 > ,I :-0 - 12 521 S.F.f k : „ 4• 3•:. rY SIDE 15 'xy''f'yn '•>`"5 ra, '.:r+ - "sca >?. y r sr .: _ _ r)''.t... _ .s Y .. . REAR 20 ii .! Y :) w F r, :r .:,.�.-'a _.off r.r. .'.: - _ r, MAX. B A.P. G 0 ? r LDG HEIGHT 12 L T 8 �;,'. -4'f .i r.: k .. V 4. -Ir . s , ::� r.i ».r. >•I ,✓ - era A''" �:t# 7" _ . - _ -_- i..::: -.,f 35 OR 2 1 2 STORIE 5U MAX. N F $ x ��,� k : �.�: . tom' j .w t�, i _ - f 2x. y y,_ r. ? :9' MIN. LOT AREA D 00 V.S.H. REALTY INC. . ,:, :,: x >. <. . • .,. a: 2 0 S.F. s n• c s:M f - u L :. AtL fir. =' x rt n, r r,'. MAX. LOT CO A DEED BK, 4189 10 . �.Jr 5 r a - VER GE NONE PG. r .:::- : rr , :. % a : . * . . - - r' .r ... -� . r. .': r :. MIN. LOT FRO 794 PRIN TR _ - NTAGE 120 S GFlELD S EET � - w �. t3 l: ��`: - - Z. 1 0.:. .-r r. ••t� ti r +� ):R' N i- Y.: ., LOT AREA: ,i::, n r:: rev. i .-,sr:^,'° ... r.. W:1� •4 1 'A:. .S 4 .r�. .5.' *_ '.^r f .fir. 1'. R EFER TO CITY AGA ;: OF WAM MA a. ,, n J d !x ,F :s r b;r^ v a r i 558 .F.f f r 2 S OR , : �. ,, ;r , �,, •t% r., ZONING s I ' , ORDINANCE FOR FURTH '. - .. .. ... - - ..: --..: ,<'::.�.._., .:. ..;•�: �,..� ,.� s ER ° ' YY 1 SS`e{ -NSA 4Y<<. Yr ='f' -1..-- -uyr ;. 5 - •C• - E D �. t L �r FO P . _ ��_ : :�- : ,,.. � h .. � ..,,... gin. .. .• .. w � �.K M I T - - -= EUi Elrll ONLY . x ,. x - �� R INFORMATI ,- ti t = ON. _, ,': T .. , .. r:-. .,. yet .. ., �, , n.n,..r. . e Axr s f ! 'k . .� ... .. .4 1. - ,� 1 .. :., , ,.,,.,1 1 r,, . n1 ti r_ w : 1 •Qr.a �`Y s-'t- `. 3 1 C: 1..1" .fin:: w . --:., - -- ...�,_,_-. .._.-. .-.. -, _.-.:>.--.---. .. „ - -. ,- ,F toara,. drf,•4' - c. g-- a r - - s o' s?Y T. �f ' r r m = 8 vP s w �.. i ': A --.- r. 7 F :�. REVISC�NS 1//� s 4- �... ,. fv.:y.. z_z_ �: .. 64 S to fr v� Wr. UARE F eI . 5 Q EET P d Stre v g a t S, J. ,'tests:. P. '1 '. :-i '1a.N' ?'n1 i H. 'r i4 �4 :�rti ��. ism. r>7.� - :"},. ��, r', ;�'� :APR. F t.{'Y r '': p z€, / J ,.,-• ;. "'i'S- 'S :•... S%`":' Y J !,.}iY'- •t VI'- VJ 4 . � t i `��, z o�wwc `N r ., � ;�� .� �tH h /o nr�ows, ohs 1� are ;' a. �, _ . A W 4. . ;! A S.. ^!! .y : i M _. , ASS AC : e o:z9 A H U r _ CBEs S E T �,� �ri � TS �, _�• --- 03 2 A a az ,u �. -s" / ca. �x sr m r .� ', k �• a 4 ..r . [ i/'r .Y... i= .. .. . :' :,. _ J, OWNER BE v r 1�p/gyp y r" x" ,, ::, :;,_:,, - . P r: :.::.,,; .,,::_. ,� a ti,�k:. . . AMO SCALE= 1 `20 r . w, rr. .) V 071 ., - 'y��a AR4 AL0.'& ASSOCIATES` �.a ISPINSER A1+£A do Cl1ilOP T Y LAYGU , � ,,z VIL ' :; _ y,. II�I�C� _ ::': ;' 0ikku �� STRU.,G_URAL_ENGINEERS.,SURVEYARSr_.�„'. T4' : DATE: 02--04- ' 8 1G 20 :'4D r *r1 =BQ' x� a as .., `. £ OZ ' fY ' I:AIVd 'PLANN' SN>YIR©NMENTAI,:S( EPt. S�{/�J /ram 7 - ,�:, t,.,._ ..>.I _ dry `rr:: _, P.O: BC}X .7 PFR'OM ENCE JOB N0. 5790 r r::.r aI Rtl� 028(J , t : .s _ .c,- ., .::. 3!i ,n'1Btdl' S r ' _.' ,. ,:..1.. ._ ..., :::. .€:;_ treat C�€rtton Mns _ sue- -._, - --- , aZ e2 GAS STATION 85852067 sachusetts 02021 nwG avo. 2 WILLOWBROOK ROAD CROMWELL, C, O%F I 1 S 5790--EASE r„n 1 BfiC-632�-0667 rn i v r SST .. - .r:' '- 15.96�--1038 U T P LA iv SHEET 2 ?. . ,� .r r. 1 y . .. GENERAL NOTES 1. . AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST 1. STOCKPILES OF EXCAVATED MATERIALS SHALL BE AS BE AVAILABLE AT THE CONSTRUCTION SITE. DEVIATIONS OR CHANGES SHOWN OR AS DIRECTED BY THE ENGINEER. SILT FENCE WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/OWNER. SHALL BE PLACED AROUND THE PERIMETER OF ALL STOCKPILES. ALL AREAS UTILIZED FOR STOCKPILING SHALL BE 2. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RETURNED TO THEIR ORIGINAL CONDITION AFTER REMOVAL OF RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR THE STORED MATERIALS. SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL 2, THE EROSION CONTROL MEASURES SHOWN AND DETAILED ON SPECIFICATIONS. AND SHALL NOTIFY THE OWNER AND ENGINEER OF THESE PLANS SHOULD BE CONSIDERED THE MINIMAL ACCEPTABLE ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR STANDARDS FOR THE PROJECT. IT SHALL BE THE CONTRACTORS PROCEEDING WITH WORK. RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE 3• MATERIALS U METHODS AND SED IN THE CONSTRUCTION OF WHATEVER MEASURES ARE NECESSARY TO INSURE THAT THE IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CURRENT SITE AND ALL ADJACENT PROPERTIES ARE MAINTAINED IN A CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. t� CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OF y t1 4' }` �`' -fi AGAWAM, MASSACHUSETTS. 3. ALL SILT FENCING SHALL BE PROPERLY SUPPORTED BY STURDY STAKES AND WIRE FENCING AND TOED INTO EXISTING SUBSTRATE 4 THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND SOILS. HAYBALES SHALL BE SUBSTITUTED AS DIRECTED BY THE INSTALL SILT FENCE LOCATE ANY EXISTING UTILITIES SUFFICIENTLY AHEAD OF ENGINEER. HAYBALES SHALL BE TOED TO SUBSTRATE SOILS �, � � �� 4, ADJACENT( � � CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE AND STABILIZED WITH STURDY STAKES {TWO PER HAYBALE). r 204 ---_�-_ � EXISTING SHRUBS To EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS ADE AREA TO Y BE PROTECTED DURING MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS 4. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, WITHERIDGE e�c� crass/L n CONSTRUCnON REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE PAVEMENT OR OTHER GROUND COVER SHALL BE PLANTED WITH ` STREET fls �-� UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF GRASS ON FOUR INCH (4 ) THICKNESS OF TOPSOIL OUTSIDE OF • c� �%7" w°e A��t EXISTING �I DIN RECORD OR NOT SHOWN ON THESE PLANS THE CONTRACTOR SHALL THE BUILDING AND ROADWAY ENVELOPES. IF SEEDING CANNOT oroco,/2 a.r. 3 PRU OSM UNDUMOUND TANKS AT HIS EXPiwiti= ANY CX1071N4 011ALL f3E Gr�/Lawn AiWl11�?�N APPURTENANCES TO � � } BE RESt'dlVS�f�1� FOR. REPAfRifYG. Bg COMPLETED t�iklt=Of�►'i�'Ll; t3iS'�3tC@ED .+�t:eA.� _ 203.8 DOUBLE-WALL FIBERGLAss' UTILITIES DAMAGED DURING CONSTRUCTION. ---_, h -, EfrIOVED �ANDD DISPOSED TOP OF TANK *3'-0" BELOW GRAi?E STABILIZED WITH A SPREAD HAY MULCH (APPROPRIATELY + (1) -GALLON; OVDIA. X 37'-1/2" LONG ANCHORED), EXCELSIOR EROSION CONTROL MATTING, OR OTHER �O - `\ k w » 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR 000-GALLON;. �, �o (1) 10, 96 aEA. X 31 - 6 1/2 LONG SUITABLE STABILIZING COVER. CLEANOUT 0 ��es .�,�, / (1) 8,000-GALLON; 96" X 26'-1/2" LONG NONEXISTENCE OF UNDERGROUND UT1LITlES, PRIOR TO ANY INV 199.0 (MAX) -t ,� ��j , j os °c �T��AQ,�n I Est TANK iNs3AI.�.A�q�l nErafLs) CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE 5. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND w x„` - c.� EXISTENCE AND LOCATION OF, OR THE NONEXISTENCE OF, ANY AFTER EVERY SIGNIFICANT RAINFALL FOR PROPPER FUNCTIONING. C ; . 2--sty, W/ EXISTING PAVEMENT Tn UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE MAINTENANCE AND REPLACEMENT SHALL BE THE RESPONSIBILITY • EXISTING BUILDING, o'' c•� P /� ,,f4 ;:; ?, 784 Springfield St. MAIN IN PLACE FOR NOTIFYING "CALL BEFORE YOU DIG" AT 1-800-922-4455 OF THE CONTRACTOR. fouNaATI ANa U �;, �� N PUMP DURING CONSTRUGnoN -� AT' LEAST THREE BUSINESS DAYS PRIOR TO COMMENCEMENT OF ... APPURTENAN T BE Q v Q,-. ALAADP (TYp) � FOR ANTI-TRACKING REMOVED ANO) DI a Q o f :_:-� ° J EXCAVATION. ALSO, THE CONTRACTOR SHALL CONTACT DOT AT FOR h W` ��' - `f' � .• �' �{ P� Gros t1wi g p � AS-BUILT UNDERGROUND UTILITY LOCATIONS FOR SIGNAL EQUIPMENT. Grass/LawnGe- r / ''+" _ `= - ANDIC CE Sli ° ° f ` ---�" ----•-------`,�� 6. -CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN I�TIL,ITY INSTALLATION NOTES '~�' GRADED A 296 0 ��' /La �.�� ' UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION p 'I � k Gras La+xn / " OR' BLASTING AT LEAST TWO WORKING DAYS BUT NOT MORE THAN .�_'::: � � 0 SLOPE i y + ::� ':'�.-� `;� ° B - , / �° TEN WORKING DAYS, .PRIOR TO COMMENCEMENT OF EXCAVATION .OR 1• ALL DIMENSIONS ARE TO FACE OF CURB AND FACE OF ITOW DEMOLITION. ALL WATER GAS SEWER AND OTHER UTILITIES SHALL BE BUILDING, CENTERLINE OF STRUCTURE, OR AS NOTED. : g Gad ;: . �4�'' '�.- MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 203.9 �r' �'- ' 2. PROPOSED DRAINS SHALL BE REINFORCED CONCRETE PIPE r ~'' 81e• RCP OR SMOOTH INTERIOR WALL HIGH DENSITY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH (RCP) QI 203.8 . o / ' Grass Lowry ' ' ` �� " ° s ♦ ,% MATCHING MATERIALS, ANY PAVEMENT, DRIVEWAYS, WALKS, WALLS POLYETHYLENE PIPE (HOPE) AS MANUFACTURED BY ADVANCED / °' '`` .•' 24 Tr w' 203 ♦ ♦ CURBS ETC. THAT MUST BE CUT`OR THAT ARE DAMAGED DURING DRAINAGE SYSTEMS INC. (ADS) N-12 HANCOR HI-Q OR R a .' 'L i CONSTRUCTION. APPROVED EQUAL INSTALLATION SHALL BE IN ACCORDANCE s' »N, `s+. » ��, of . ivew / ,fait. Y ♦ �>�g �' WITH MANUFACTURERS RECOMMENDATIONS. osl"n T1�PE K �� 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND C� WATER VICE. � � ' I ,� � � � ° r' 1� ilte � .. � �' � ' (SEE NOIES Tt-tES�,SI �,I a° f ° �/ G• ,.� , 59 ` COMPLETE RESPONSIBILITY FOR JOB SITE COND111ONS DURING THE 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND 203,8 ; i r �� - OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY a a �, ,� COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY FOR THE PROTECTION AND SAFETY OF THE PUBLIC, SHALL BE INV-199.80 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION. 3` cr /Yawn o w�` ,203 s AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD 4 / r _ THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 4. THE CONTRACTOR SHALL COORDINATE LOCATION AND Cur LIABILITY REAL AND ALLEGED,. IN CON t INSTALLATION OF ALL UNDERGROUND UTILITIES AND CONNECTION WITH THE �As I ` �_ " }�i �' ATCIi. - G PA PERFORMANCE OF WORK ON THIS PR APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, PROJECT, EXCEPTING FOR LIABILITY PAVING AND COMPACTS SU RAD . APPROXIMATE C4rFCr r ., � �� + o�G• � " , ❑ BG E s03.2 FOOTING ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE S 203.IS �� , 12D12» RCA ENGINEER." ( ) PROPOSED SEWER `� aost ---zc�-..---------.�__� �►{, k _ S - 5. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, s SERVICE CONNECTION .:: := ..1 FEDERAL, AND LOCAL CODES. A A C SEE DETAILS '� e� PROF OUBLE . : . , :.,:': .;.. .: = 9. DISTURBANCE OF SOIL'SURFACES IS REGULATED BY THE STATEOD AND ALL NECESSARY LICENSES `�-� 1��t `.Wrdl ♦ r :��`' FUEL {WES FIB PI LAW. , ALL WORK SHALL COMPLY WITH THE STANDARD ESTABLISHED IN D PERMITSMALL BE OBTAINED BY THE CONTRACTOR AT HIS WPIPE THE DESIGN MANUAL TITLED "STATE .OF MASSACHUSETTS GUIDELINES EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE n � OWNERAEVELOPER. ♦ ° 4, �c Co D . FOR SOIL EROSION AND SEDIMENT EROSION CONTROLS", AS AMENDED, REMOVE AND DISPOSE ALL �Q� Cg � �, WHICH SHALL BE USED AS A. GUIDE IN SELECTING AND INSTALLING 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR IDaS71NG SITE E �IEN'f5 ��s -r�$�� ; , EROSION CONTROL MEASURES. NON-EXISTANCE OF UNDERGROUND UTILITIES. PRIOR TO ANY (TYPICAL) ? f �, oqS'�! Ds IN CONSTRUCTION OR EXCAVATION, 10. THE FORMATION REGARDING FUEL TANK AND .DISPENSER ISLANDS THE CONTRACTOR SHALL AN U�IPs ovEo Now VERIFY THE EXISTENCE AND LOCATION OF, OR THE D a 0 OFF-SITE. PRIOR TO ANY INSTALLATION HAS BEEN PROVIDED BY OTHERS AND IS INDICATED SOLELY TO NON-EXISTENCE OF A PROVIDE UNDERGROUND POWER s � - OF ANY SEWER, WATER OR IDENTIFY CLEARANCES AND MAJOR ELEMENTS REQUIRED FOR ANY UNDERGROUND UTILITIES. THE TO LIGHTING ELEMENTS, TANKS s n � c INv-Ilk oo »2») DRAINAGE LINES, nII� INSTALLATION. FINAL LAYOUT SHALL BE GOVERNED BY CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "DIG-SAFE" AND PUMPS AS REQUIRED WG ' INV•10 (g CONTRACTOR//OWNER SMALL MANUFACTURER REQUIREMENTS AND SHALL COMPLY NTH LOCAL, AT LEAST THREE BUSINESS DAYS PRIOR TO COMMENCEMENT OF (REFER FINAL ELECTRICAL ��, EXIS"IING TANKS:ANT) SLAB I0 CONTACT TIE TOWN OF ' EXCAVATION. PLANS BY OTHERS) W zo2 f 'S� R BE REMOVED AND VISP05Ea AGAWAM'S ENGINEERING_ STATE AND FEDERAL REGULATIONS. -ter` CONSTRUCT' CA BASIN r. •g � 5 .OX. OFF-SIN i?1YI510NS. 786--0400 x27S/8: 7. THE INFORMATION REGARDING FUEL TANK, FUEL LINES, OVER EXISTING DR N �' 4 No PIPING/APPUR1ENNANCES AND DISPENSER ISLANDS IS PROVIDED SOLELY TO IDENTIFY INV (EX) f9s4 VERIF1t� . ',, , � g ,� WILL BE INSTALLED OR GRATE 2o:y ; , 9 �g eA(;KFlLLIro WITHOUT THE MAJOR ELEMENTS REQUIRED FOR INSTALLATION. CONTRACTOR 1Nv-198,?5"f ER CONSiIZi){:T ,. ri .. �•� CONNECT.TO.QUS"[ING GRAIN. PERMISSION OF THE aIVISfON. SHALL BE RESPONSIBLE TO IDENTIFY ALL REQUIREMENTS. OF WITH-MANHOLE COVER �,`ga��N CB REMOVE SEDIMENT AND :FLUSH UNE TO MAID THE INSTALLATION TO COMPLY NTH LOCAL, STATE AND AND RAISE TO GRAD Q�0 E�=202.3 STREET. .CONTRACTOR SHALL NOTIFY �;. FEDERAL REGULATIONS. CINDER IF LNO OUTLET:IS IDENTIFIED, AND:` INSTALL NEW 12' RCP;DRAIN As WARRANTED BY FIELD CONiD11MW.'(R-AS DIRECTED. = 8. SANITARY SEWERS SHALL BE SDR35 PVC PIPE. CLEANOUT SHALL BE INSTALLED AT BUILDING FACE (REFER // PLUMBING PLANS FOR ALL WORK WITHIN 5' OF THE BUILDING). ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE a WC STANDARDS OF THE TOWN OF AGAWAM PUBLIC WORKS REGULATIONS, STANDARDS AND SPECIFICATIONS. 9. PROPOSED WATERLINE SERVICES SHALL BE " TYPE K COPPER INSTALLED WITH FIVE (5-0') FOOT MINIMUM COVER. T ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE w� STANDARDS AND SPECIFICATIONS OF THE TOWN OF AGAWAM ;1. SCHEDULE AND ATTEND: PRE CONSTRUCTION CONFERENCE. DEPT OF PUBLIC WORKS (DPW), AND NOTIFICATION SHALL BE PROVIDED TO THAT AGENCY AT LEAST 72 HOURS PRIOR TO INSTALL PERIMETER EROSION: CONTROL MEASURES, CONSTRUCTION INITIATING CONSTRUCTION. ' EXIT', AN DANLET MfEMN SN AB AGENT DRAINRCE 9TRUMPE , WHERE APPLICABLE. 10. ELECTRIC SERVICE SHALL CONFORM TO THE REQUIREMENTS '. 3. PERFORI►k"DEMOLITION, r OF THE ELECTRIC COMPANY. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ADEQUATE ELECTRIC SERVICE TO SERVE THE FACILITY 4. INSTALL UTILITIES. INDICATED AND SHALL BE RESPONSIBLE FOR ALL INSTALLATION PROCEDURES (TRENCHING, LAYING PIPE, ETC.) AS ARE REQUIRED 5. CONSTRUCT BUILDING, CANOPY, AND ASSOCIATED FUEL TANKS AND BY THE ELECTRIC CO, FOR COMPLETE AND IN PLACE CONSTRUCTION. (REFER TO ELECTRICAL PLANS FOR SERVICE REQUIREMENTS.) PUMPS. 11. TEL/CABLE SERVICE SHALL BE DESIGNED BY OTHERS. CONTRACTOR B ` INSTALL FINAL PAVEMENT: , SHALL BE RESPONSIBLE FOR ENSURING ADEQUATE UTILITY SERVICE 7. REMOVE SEDIMENTATION CONTROLS ONLY WHEN SITE IS COMPLETELY IS PROVIDED AND SHALL BE RESPONSIBLE FOR ALL INSTALLATION STABILIZED, AND AT THE DIRECTION OF THE OWNER/ENGINEER. PROCEDURES (TRENCHING. LAYING PIPE, ETC.) AS ARE REQUIRED BY THE UTILITY CO. FOR COMPLETE AND IN PLACE CONSTRUCTION. (REFER TO CONTRACT DOCUMENTS FOR SERVICE REQUIREMENTS.) r ISSUED FOR PERMIT REVIEW ONLY REVISIONS 12,564 SQUARE F ET 794 Sa rite 9 fial d stre4st °F 0.29 ACRES AGAWAM , MASSACHUSETTS � 9 oa/fa/axow o w+ cs Nor�s v�toxr� CA .��n •: /xa/ax Pua�a�c. s �cE a�cap sue. OWNER DEVELOPER »GIRCRID a+/az/oz Ism a�c�u�o�r u�mur `/ 471 SCALE 1 =20 VILGAROFALO & ASSOCIATES, INC. 39174 feet CIVIC. & STRUCTURAL ENGINEERS\SURVEYORS DATE: 02-04-02 0 10 20 40 sn 12.- "LAND .PLAN NERS\EN NARON MENTAL SCIENTISTS Store# 167 0 od JOB N0. 57s0 P.O.. BOX 786 PROVIDENCE, R.I. 02901 o s I0 20 sa meters - 1-401-273-6000 `ea GAS STATION 85852067 777 Dedham street canton, Massachusetts 02021 DWG NO. 5790-BASE 2 WMLL0WBR00K ROAD CROMWELL, CT 06416 1-860-632--0667 1596--1038 GRADING AND UTILITY PLAN SHEET 3 i TANK INSTALLATION NOTES TANK INSTALLATION DETAILS 1. THE DATE OF THE INSTALLATION OF THE UNDERGROUND GASOLINE STORAGE TANKS' SHALL BE RECORDED HEREON. MONTH--------., YEAR - __ ^NFI:I,fAT{"R-750B 5E3tIfs PROPOSED 3E3' X 47' IRREGULAR CONCRETE PAD � » FLOOR BOX FRAME AND LID. 2. ALL UNDERGROUND TANKS.TO BE DOUBLE-WALLED FIBERGLASS. DR EQUAL W/s.s. CAP SCREW PROPOSED VEEDER ROOT INTERSTITIAL TANK MONITOR LTD CLOSURE 47 E BUM CONTENT CAPACITY PROBE M794390—XXX (3) ' CLASS"A" CONCRETE Tyr � pAVEI�It A GAMUNE 12.000 GALLONS PROPOSED 3" EXTRACTOR TUBE W/233-MSD-2422 'tr `� •. ° AS SPECIFIED 11i J2" GRASS B GTASOLIN 10G,Q GALLONS VALVE ASS., OPW 233•-VM W/53VML FLOAT OVERFILL � � � + PREVENTION VALVE AND STAGE II VAPOR RECOVERY ' v T3 1 C GA=IN 8.000 GALLONS (3) ?.., (D. O Tr Ta- PROPOSED 4" FILL RISER W/DPW 61-T-4" DROP 3. THE INTERSTITIAL SPACE OF ADOUBLE-WALLET? TANK SHALL BE CONTINUOUSLY TUBE W/OPW61SA-1000 SWIVEL ADAPTER, AND, O CLEAN our W/ MONITORED FOR BOTH WATER AND STORED PRODUCT (VEEDER-ROOT TLS-350. W/# SCREW IN pLu PLANCONr PLATOP Owm N W79090-UX MONITOR PROBE) AND BE EQUIPPED WITH AN AUDIO/viSUAL ALARM 634-TT-4" TIGHT FILL CAP {3) E 03 f PROPOSED SPILL CONTAINMENT MANHOLE, MFG. EBW a o VARIES �� ,wo PAPER �^wDR7c ��. INC., MODEL 7QE3—BG 25 GALLON OR EQUIV. 3 � O - q�O' - w �9 °y ALL SUPPLY LINES ARE (WESTERN FIBERGLASS PI 4500 CO-FLEX) DOUBLE—WALLED ( ) ( ) a _ �I AND a' o PVC SEW ASTMER PIPEtiT FLEXIBLE FULL LINES WITH 4» L.D. PIPE CONDUIT/ROCKGUARD. ALL VAPOR RECOVERY D-3033 o 0 303a SEMAE o PROPOSED VEEDER ROOT INVENTORY PROBE/MONITOR a SCHEDULE T AB ABOVEGROUND. WALLED FIBERGLASS BELOW GRADE. AND GALVANIZED ( } sDR-35 SECTwN o c 647390-107 S # _^_ _ _-- NCRETE C L ARS b. - N EST PIPING SHALT BE DESIGNED AND INSTALLED TO ALLOW FOR TESTING WITHOUT PROPOSED SUBMERSIBLE PUMP W/LEAK DETECTOR �b WYE NOTE: CONCRETE COLLARS ARE NOT REQUIRED FOR EXCESSWE EXCAVATION. REDJACKET - 1 1/2 HORSEPOWER (2) B ' TYPE "C" OR "CL" PRECAST CATCH BASINS 4L V SANITARY CI_.EANOUT PROVIDE A FLOAT VENT VALVE AT THE VENT LINE IN AN EXTRACTABLE TEE ASSEMBLY PROPOSED FIBERGLASS SUMP. MFG. BY WESTERN (OPW PART 233-MSD WITH A 55-VML OR EQUAL) ANO AN OVERFILL CONTAINER ON FIBERGLASS MODEL TAP 488 1793C (3) (SEE DISPENSER �7 - � Flu PIPE {o.s,w, FLEXCATCH MODEL � 7as-BG}. PROPOSED s,000 (96" DIA. x z6'-1/2" LONE), AREA LAYOUT) A LINE LEAK DETECTOR SHALL BE PROVIDED ON THE DISCHARGE OF A REMOTE PUMP 10,000 GALLON (98" X 31'••-6 1/2") & i 2,000 (RED JACKET - MODEL # FX2V). GALLON (96" DIA. X 37"-1/2" LONG) UNDERGROUND ERGSS DOUBLE-WALL a THERE ARE 4 - 4" SLOTTED PVC OBSERVATIONS WELLS. 0 ® EACH CORNER OF THE TANKS.FIB (T PROF TANK IS 3'-00 BELOW GASOLINE RADERAGE A D TANK INSTALLATION.) BOTTOM OF TANK S 11'-0" BELOW GRADE). �• 14!' SIPHON BAR DRAWN RY; JECt DIM PRO SHT.wuYTE SHT.NO-NO- DRAIN9Y:oUD Rev.e_r. MCCPRO,TEI:T SNT.NAYS: off.NO. OWNER/OPERATOR: (DAY OR NIGHT) . E 12•-s-96 TOWN OF AGAWAM 0AV-i2-5-9e Rev: 12-31-98 TOM OF AGAWAM - PROPOSED a DIA. SLOTTED OBSERVATION WELL. (4) Owe.Nast CONSTRUCTION STANDARDS SANITARY CLEANDU7 MO. NO.: I CONSTRUCTION STANDARDS CONCRETE COLLARS CUMBERLAND FARMS, INC. or MO 7 APPRoOROV`0 We; "O 77 DEDHAM STREET CANTON. MASSACHUSETTS, 02021 L (781) 828- 4900 NOT TO SCALE NOT To scALL: DUMPSTER ENCLOSURE DETAIL CUSTOMER SERVICE AREA PVC PLUG PVC MAU!SEWER B' HIGH CHAIN LINK 11x BtTtAtxOUs oDNrnETe TOP cOE>asE PVC TTLAIAING SEWER ` i SCREENING FENCE 8 Itr STUMUMM CONCRETE ON"coum - - - --- ' (T1fP) PERMANENT MY i LONG 5WEM 47Y BEND .,A«HAMMER OR SAYNCUT SAWCUT 54»H AIR MACHINE 5'TURNING RADII FOR WHEELCHAIR (2) ,T EWE FOR .PAV01EN m i LI 45 Wit �, I ',fE 52"H VACUUM CLEANER 63" HT PHONE PEDISTAL rryDY�mr FIE EEULL O� ELAR YAY efs; �••—PROPERTY LINE DISPLACED PAvvica EXIST CR/10E 11 - s; ' *w " �.i,y »• i,• 041PACM M 1I i1iTS f` - IFT I{OTF� k I•QCATIGN STAKE ¢'yIN;(��j • . �'. ••• •N.' T. TVAPCRARY PAVEMENT OVER TRENCHES IN ST mr TO Mm FOR A MINEQM OF 60 DATA 70UPORMY PAVEMEM'S•BOAES LESS THAN MIN MUST DE COURSE M-0"PATCH ID4m A8"aW NAYK um APPROVED BY IN W . WiEN TYK M a UNAVARA6.E CITY ENGINT£R ' ETNG SAEeP 46 BEND » . .•• a P MD3IPORASY PAV1014W AND Aff%M WINPLUANDir °4L, 4W 4m T� 4 CONRETE PAD :.'--6" _ . iPVC MAUL SCB£R 2 S, 8.. • �. a PAVEMENT 74CWM TO 5E W WINIUAL OR ORFATOE to MATCH EHSRNO OO PAVEMENT 13 PVC PLTJC • 6»H GRANITE CURB ` . •• 4 YNFAE PAVEMENT N CUT 2-9'OR LCSS FADY FT7DE OF AWA7, PVC BUILONG SEWER REPAV9q lD tY1EN0 TO eDCC t)f ROAD. ' L EINIE OF COSTW0 PA4ET¢RF SMALL K TREATED TAME A TAOE _ SECTION COAT PRIOR TO PtAWIENT OF 1ML P0EE1"PATCK NOTM 0. EXCEPT AS OTHFJT516E DATECIM BY THE OP.YL 51PTy THE EDGE T,8URISING SEWERS SHALL BE 4.OM EXCEPT OF PAVEMENT ADJACENT TO PATCH PULL GE EffATED MTN AS DitEO XD BY THE ENGINFJ;R EOUP1¢NT TO SEAL TIES JODITB ENCLOSURE ISOMETRIC z To BE N AND DEPTHS OF BUILDING SEWERS 3-S �-3!-60"—� -'-3-6 3-6PERMANENT PAVEMENT TD sE oETERU9iED IN 7HE flELO BY TFi£ » » » REPLACEM T DETAIL_ BUILDING SEWER CONNECTION N,T.S. 3'-9" 4' 4' 3 g" \-2X CROSS SLOPE IN ALL DIREC71ONS 2RETE PLAN VIEW (GQNCRE'IE PAD) S" STEEL. N.T.S. 6" D CONCRETE FILLED BOLLARD (3) DRAWN TTY:DUD PROJFLF SHT.NAME SM.NO, DRAwN sY:DUD PR0.FEC1 SHT.NAME $HF.Na �',—fix BOLLARD FILLED WITH CONCRETE DATE: 12-d-96 REv_ 3-,a95 TOWN OF AGAWAM PERMANENT PAVEMENT D'r<TE:12-6-W TOWN OF AGAWAM BUILDING SEWER CONNECTION 4'-0 4'-0 3—6 Dwc.NOW I ODN57RI1cTI0N STANDARDS Rt:PtAT�6EENr DETAIL a1�.Na: , CONSTRUCTION STANDARDS ' " -0=� 54"H AIR MACHINE 25' AIR HOSE APPWM BT:AD APPROVED V JTD { e SQUARETUBE 8»X8" BASE PLATE L +1''•'O" 7'—O" 12'-0" 7'Wx6' 7'WX5' 5rH VACUUM CLEANER (COME. PAD) I 4'-0" 63"H PHONE PEDISTAL (GATE) 20' VACUUM HOSE vALxIu1T ' li ! 0 o 0 0 DUMP�'STER CARDBOARD TYPE -c" sgT 9ASIN 10 SHOTVN DEJMPS•IER : r CONCRETE PAD " 10'-0" 10`-0" �� " U . .. (GATE) (GATE) ° , _ .y. '] � ...'r.; RHEFD ONYa110 �'•, .o. � t `: '; pD,�w HCLra AEau"m PLAN VIEW Q . nRig, q �+ NOT TO Q r7iM1Er • ' `�1 OOSBl�>!t�'tAAw .•V� ,V �IK\L.4.CATC14,BASIN x s"aE UITTA. ELEVATION VIEW . E•-----'� INITIAL BACKFILL a��°^• � CEfO1�K[4fM.7O Emlimm L]M1' 4 224"MANHOLE COVER A 4 44 n b• � 1 1 , Ld + e D/2 i NOT TO SCALE e�LTae. SPRING LINE OF PIPE -- ----- -- � man 111" TWUNCHING a R (SEE NDTE 3) a V AOMI®1 a Amuoal s;' A A 9J;DATNG EE i •' I S NOTE 3) CRUSHED S70NE AS ORDERED 3Y 16, THE ENGINEER FOUNDATION Cmq 1�;Z URCP[D L THE MTALLATION W PVC NWER PIPE SHALL D7JEPETRN TD GAROFALO & ASSOCIATES, INC. r THE REMOREwNT'S EF ASTTI sTANPARD D-mi CIVIL & STRUCTURAL ENGINEERS\SUR YORS 2 TEE HAND OR m TVtA:Tm SHALL LEE 9/4•txay 11H LANDPLANNERS\EPROVIDENCE, NVIIR/ONME�N•TALSCIENTISTS rl & IISE HAND OR"WACI9CAL TA1tP1lED TD CORPAGT THE P.O.F ��/\ !Q6 E I �V IDEN CGS R.I.l\ V291J1 K.4. a•}.P ,�....,w m 4. GEUTEEXTBXTO�WME AND AS tOR LTD Br EMDW 1-401-273-6000 .11.:l.avA...17Y„ aY...�KrIK ONp MM14Xf7'F GAS aa7 j iPRENC� SEcnoN 2 WILL.OWBROOIC ROAD CROMWEI_L, CT 06416 ;,t-r " f!, '" w^�' 2¢•IIAHIIOEE ETiAYE 1--13sa—s32—ass? SECTION 8_111 sFrnex A-A PRECAST PETC B •IN REVISIONS 12,564 SQUARE FEET 794 Spr1n g f€®I c! 5tre4mt M.T.= AGAWAM , MASSACHUSETTS SHT.DYUiE 9TT.N0. �T(J'iE•�� 0.29 ACRES ORAYIN fIDMb REV.BY: JTG/MOC PROJECT SKI.NAPE SHL N0, DRAWN BY:MCG/JTC pRQIf9DT DRAWN BY:VRK PROJECT 5H1.NALfE $HT.N0. DATT:t 12-5-96 REV.. 11/32/99 T DATE:1-10-99%/-23-Dt DRAIN MANHOLE DATE 2-2-99 SEWER - TOWN OF AGAWAM CATT:F1 BASIN TOWN OF AGAWAM FRAME AND COVER TOWN OF AGAWAM TRENCH S£C114ti J. 41�fI�II R DEVELE3E�ER SCALE 1 '=20' DWO.NO.: I CONSTRUCTION STANDARDS DWO.NO.: t CONSTRUCTION STANDARDS DWG.N0� T CONSTRUCTION STANDARDS �� V# 0711 O APPRWW BY:LED APPRMW BY:JTD APPRDYED ETf. JTD DATE: 02-04-02 1' Store# 167 0 � a Q �a .i08 N0. 5790 GAS STA11ON 85852067 777 Dedham Street Canton, Massachusetts 02021 DWG NO. 5790-DETAIL 1596--1038 DETAIL PLAN 1 SHEET 4 NARROW WALK HANDICAP RAMP HANDICAP RAMP, CONCRETE PAD WALK DETAILS (OFFSITE) CURB RAMP DETAILS VARIES . . . . _ . . . - . . . . -- . . . . . . . sacs• wwF -- 2sac2s NOTE: 4!_0" SLOPE WALKS �J�' 3000 PSI CONCRETE N ADVANCE 0 � 2% MAX. 1 : '1� 2X-MAX: SURFACE TO BE FINISHED WITH [1 O _ A WOOD FLOAT OR BY OTHER y► CROSS SLOPE ,. CROSS SLOPE w MEET SITE 0� 5-a 2 MAX. 2�-MAX: CONDITIONS a�,c 1 ;. 1'2: 1? ' CROSS 'SLOPE', 1 12 CROSS SLOPE 10-0 2" MIN APPROVED MEANS. 2w MIN n'r� ,{F`�'1, 8 PER FOOT SLOPE V `��/f- ,, ` jai.i..��sr.i.a:w�... •.�'��:r��i� "�I ti OF 0 �� r. 1 5 W $ Q` — v 3 : i 2' 1 1.2 vvv 3-- (MIN} z% MAX SLOPE 0�. CURB CUT �"4• !-0• o' s" MIN CURB CUT •-Ow •-o• '-o" \—Gf?AVM BASE V GRASS r�a� 12 ,54Q g,� AFTER COMPACTION E` s'-a•36" MIN CONCRETE DUMPSTER PAD _ 40r MAX SEE Tn1fN MPX'OpE _ w 1 SET 4 FOR CURB WIDTH AS NOTED INSTALLATION IN LIEU TAPER BERM (TYP) CROWS SL #_ • ' . �5 OF MONOLITHIC CRO CURB. SURFACE COURSE 12 . %A , 3000 PSI CONCRETE. NOT TO SCALE . M .. r '• /��' oRl~u JaNT SURFACE TO BE FINISHED WITH 2 S1- `- 3/4" CHAMFER �'�-) A WOOD FLOAT OR BY OTHER tOS$ OR APPROVED MEANS. 1/2 ROUND �-- -- 2q° ,-0 1 4• PER FOOT SLOPE C 1 r: •: 4. . t 1 2 1 HANDICAP SIGN DETAIL 0-0 _ PAVEMENT w CURB CUT CURB CUT \,—GRAVEL BASE 6" IN _ !'1C1fS: 12w gw B• AFTER COMPACTION (SEE NOTE 3) 1. REFLECTIVE BLUE BACKGROUND WHITE LETTERING AND SYMBOL LETTERING MINIMUM 1" HEIGHT CONCRETE WALK2.fJ SIGN I TO BE 05f MOUNTED ON 2w HANDICAPPED DES. " 1. CONCRETE WALKS SHALL BE 4 MINIMUM THICKNESS, 3. BASE FOR CONCRETE WALKS CONSTRUCTED WITHIN THE CITY 3. ONE SIGN PER HANDICAPPED SPACE CONCRETE PADS SHALL BE 8• MINIMUM THICKNESS RIGHTS-OFF-WAY SHALL BE INSTALLED WITH 2w PROCESSM 4. VAN ACCESSIBLE SIGN TO BE MOUNTED p REINFORCED CAS. GRAVEL OVER V MINIMUM THICKNESS GRAVEL BASE BELOW STANDARD HC SIGN WHEN HANDICAPPED PAVEMENT STRIPING DETAIL 2. CONCRETE WALKS AND PADS SHALL 13E INSTALLED WITH SPECIFIED ON PLANS. COLORING CONTRACTION JOINTS AGAINST ALL STRUCTURAL FEA7URE5 AND LETTERING TO MATCH HC SIGN AND/OR AT 24' CENTERS. TOOLED JOINTS SHALL BE INSTALLED AT S' MAAMUM SPACING EACH WAY. SPECIAL PLATE 1s" 6" CURB REVEAL 7 HANDICAP RAMP (SEE DETAIL) REQUIRED UNAUTHORIZED SIGN � NOT TO SGALI! VEHICLES MAY BE REMOVED CURBST OP CURB STOP AT THE OWNER'S EXPENSE Q AT 8" DIA. 2 COATS wH 2 COS of TRAFFIC PAINT 1.-4" TRAFFIC PAINT (TYP.) VAN s" 1 101, ACCESSIBLE 8 1'--1{?" 4" WIDE 14 PAINTED STANDARD 12• LINES SPACE GRADE TYP. HANDICAPPED HANDICAP SYMBOL PARKING SPACE NOT TO SCALE 9 NOT TO SCALE NOT TO SCALE CAPE COD BERM DETAIL SITE PAVEMENT DETAILS LOAiwi do 9lUR961L eirUMINOUS CONCRETE TOP COURSE AFTER COINPACCION NCRETE BITUMINOUS BERM BINDER 20 MCOURSENOUS �AFTER COMPACTION MOLDED IN PLACE 10" MINIMUM COMPACTED GRAVEL BASE FINISH COURSE BINDER COURSE { i2" 2m 4.5" w _ • , COMPACTED SUBSOIL (12• MIN.) HEAVY DUTY — TRAVEL LANES NOT TO SCALE 10,®rAil 12- COMPACTED GRAVEL BASF REVISIONS 12t564 SQUARE FEET 794 Springfield St vt � ha/�r � 0.29 ACRES AGAWAM , MASSACHUSETTS GlROPI- ID .a/2a/az SOEw�u.�c�.v�u.�e�c�/upw OWNER DEVELOPER v# Q7.1 .I SCALE 1"=20' GAROFALO & ASSOCIATES, INC. IL CIVIL & STRUCTURAL ENGINEERS\SURVEYORS 174 DATE: 02-04-02 LAND PLANNERS\ENVIRONMENTAL SCIENTISTS Store# -167 0 d 0 YUMDOJOB NO, 5790 P.O. BOX 786 PROVIDENCE, R.I. 42901 1-401-273-6000 GAS STATION 85852067 Massachusetts 777 Dedham Street Canton. Massacsetts 0202"1 DWG NO. 5790�-BASE .� 2 WILLOWfdROOK ROAD CROMW£LL, CT 08416 1-860-632-0667 1596-103$ DETAIL PLAN 2 SHEET 5 SHRUB PER PLAN. REMOVE A DEADWOOD DO NOT REMOVE ANY OTHER VEGETATION). TAPER W NKFR�H 3" MULCH 6.0NOTE: EXCk WITH EXISTING ZONING LINE EXCAVATED SOIL SCALED FROM ZONING COMPACTED TO 85% TO GRA L ��0 � � MAP ONLY " EXISTING GROUND LOOSEN r _ �28)TOE PLANT SHRUB AT fi-�`2Q5 �~; f DEPTH EQUALTO OWN ~rr ° IN NURSERY. �� .-•- � 2 x ROOTBALL \ � oc fir' Sow. r 40 F CONTAINER GROWNQ�� (28o)�i ` Lawn SHRUB AM PERENNIAL DETAIL Grass/Lawn � Gras 'i_av, ce '°a � s f NOT TO SCALE o `` ��r 1 � o `�' ;l 'a AO NOT CUT �1{�• '`s� � � ! �' � - !FADER baths �, 04��'< �r F=.:• ��ot Gross/Lawn TREE PER PLAN. 9 c1 �� f~ W i= REMOVE ALL 2-sty, o� �� P� :.;}�; ;' 3lADVW 784 Springfield St. �� O -Y"f; ,, ! f DEADWOOD OTHEER aroh @� �� 'Q r ,rr. "' :_a / G��tto p, Grass L W. ��. (4��S8GI: aoc f GUY WEBBING 1, ATTACHED NO tlQf h 1 Gross/L^ ; -; ', g .� 1 ~~�0 f HIGHER THAN 1/2 'c i.,. : .° of q f sJ .,z kla ✓ AND NO LOWER Gross/Lawn r ��. .- + !r " ; f.:: _ . ` O f� �w ,r y �.. g• 3 E= a�ocv '' O �onc ( OO I�I$wn G�o� HEIGHT THE A 4 i �...•,,.•. c• Ak�' Drx' p q Q R .1, l �t TREE. n ( I ,I A nee I CD (�C� I / p 1 4 JGO ti ��r - RJ . ti ! oo� O t' 1 ' �, �` �� REMOVE ALL �' q $\ �' l` PROTECTION TAPER MULCH AWAY FROM 1 DEVICES PRIOR c ADVW 1 TO PLANTING. TRUNK. Grass,' r_ (4)T0E ` �'z^�x` r, �� t~ o '� I pro' w lard f�� 1 .� 3 MULCH }" .:;.I.A 2�F Tree ` el a rfi� , (4)SBGF / f r > a f A ` � / ,� yq� E,' �'• R + 5 �f� BACKFlLL MOUND WITH 10 �U�U e� ` .�•yawn 7 (4)RS Y af� - � o / fi '� / cad fr�Q cad' r r, COMPACTED TO a5 M r > > O , i J� i EXCAVATED 541E �� ♦♦ ��` { o rr`p �g' a * 6#�' , �� TO 3 ABaVE k4puY o o f �. oa 6A Cya# ,• �� S �� FINISH GRADF- IJ EXISTING 4 40 '203- , ~� r� -' I c, oa // • // G°�G (ti5) BGF \��g - GROIiND 40 \ ♦ ' ! ,�h c Qc / // ° ri'1 i'`�"'* r i 2-2'x2'x varI5 F't ANT TREE AT ♦ vrc /I � �o ��o < it, / ( JINNa HARDWOOD STAKES �\ ` ♦ yll� ` E w c. J GROUNDR E D OUTSIDE _ 2�LESC THAN TO � ♦ _ � � � � DISTANCE FROM SXA AND PROTECT , 4 / �' / OF RODTBAtL BOTTOM OF p EXItTING OAK `� I �! Bit. s ��v 'A' ROOTBALL TO FY,� � ♦ ! Conc. '" $��'G o �' ROOT13ALL ON ROOT COLLAR. 1• _ (5)ADVW F �ARRS t� UNDISTURBED CUT AND REMOVE (100)HN {.12)JPN �` Go SUBGRADE. BURLAP AND HARE 2 x ROOTBALL BASKET FROM TOP DIAMETER MIN 1/3 OF ROOTBALL r ti (5)JGO e� (100)HH �r'I9P �1j" $�� / 4e� 4r [ L'r_E PLANTLEG7 DETAIL NOT TO SCALE �S IN AW PLAN iN&)uttti`ST BE G� AINT IED AND THAT - i a. s / POR710N THE PUBLIC : � n WPVABurnNG THE A LA—DSCAF-J'>':.::.:ND ES`: PARCEL AND INCLUDING WG WG THE TREEBELT SHALL BE 1. All plant material shall meet the American Association of Nurserymen MH r NN i$'I 5 ,�� MAINTAINED IN A SAFE standards for nursery stock, latests edition, and its amendments. Plant R-2t32 8 5� b AND ATTRACTTVE CaNDIT14N only during season normal to the particular variety. s �N�4./ BY THE OWNER OF Ti1I PARCEL 2. All plant materials furnished by the contractor shall be guaranteed for a ,' period of one year. If the first year ends during the dormant period, the guarantee shall extend to the start of the next leafing. U 3. Install all plant material as shown in details. 1 f. �r ��•r ff Cp• SHRUB PER PLAN. 08 4. Stake ail trees over 5' as shown on details. Remove stakes at the end of Q � a '�f � r��r�✓ / �D`�� R 2Q2.aS REMOVE ALL (QO NOT the guarantee period. ter` VGEO�AT10N)REM OTHER 5. The contractor is responsible for keeping the site clean of miscellaneous debris throughout the construction period. All waste material is to be disposed of Immediately to on off-site location, unless otherwise indicated � � ��1�1 r' / �, $��G on the plans. / - / TAPER MULCH 6. The contractor shall perform all work in accordance with oil local, state, AWAY FROM and federal regu4ations, and shall obtain all necessary permits for this a WG TRUNK project. Key Qty. Size Notes Botanical Name ' 3" MULCH 7. Loam: Loam moved during the course of construction shall be retained and- Common Name • � distributed within the site in accordance with the landscape plan. COMPACTED TO 85x Stockpiled loam shall not be mixed with any subsoil or unsuitable materials. Trees MOON AT IT All excess loam remains the property of the owner. TO 3' ABOVE 8. Pruning: The contractor shalt carefully prune branches in the way of Acer rubrum 'Red Sunset' 2 2 -2.S B&B FINISH GRADE, construction by using Only approved methods and tools. The use of axes for ARRS Red SuAmet .dlaple " " WG trimming or spurs for climbing will not be permitted. EXISTING 9. Utilities: in accordance with Dig-Safe law the contractor shall contact PC' Prunus cerasifera 'Thundercloud' 4 2"-,2.5" B&B GROUND all applicable utility companies and verify utility line locations (1-800-225-�I977) Record locations of Dig-Safe utility line markings on project record documents. $ loin The contractor shall be solely responsible for any and all utility damage ��8� ri"iSj! oc"_F8 t6 ii8W uI` Shrubs and Evergreens FLAW SIT U$ AT Ifl8lUd, q daffla $ c i ifles.DEPTH EQUAL TO Azalea 'Delaware Valley White" " 2' LESS THAN THE 10. Disturbed Areas: Any areas disturbed during the course of construction are ADVW 16 18 -24 container DISTANCE FROM to be restored to original (or better) condition by contractor before Delaware Vau White Azalea ROOTBALL M OF TO d of the project, areas disturbed subject toccppro e,bction shall be fine completionp 1 pproval by Landscape Architect ROOTBALL D ROOT COLLAR. raked to remove stones and loomed and seeded as per specifications. Juniperue virglnlana 'Grey Owl' UNDISTURBED JG4 12 24"-30" container GM Owl Juniper REMOVE SUBGRADE. BURLAPCUT ANDAND WIRE 11. Drainage Systems: Contractor is responsible for general clean-out of all RS Rhododendron 'Scintillation' 4 24"-36" container 2 x ROOTBALL BASKET FROM TOP catch basins, manholes, and/or other drainage features on the site which Pink lihodydendron 1/3 OF ROOTBALL. have accumu€aced sediment as o result of construction activities, DIAMETER It11�1 Spirea bumaldo 'Gold Flame' « 12. Cleaning- Contractor is responsible for keeping site clean of miscellaneous SBGF 13 24 -3O container debris throughout the construction period. All waste material is to be Cold Fkcme Spfrea disposed of immediately to are off-site location, unless otherwise indicated ThuJa occidentalis 'Emerald'es! 32 4'- B & B SHRUB on the plan. TOE Fin Green Arbovft'ae 5. B&8 13. Vandalism: Always expect the inconceivable in terms of what vandalism AM REN—EGBM-A. l EL V MULL I will occur, and take measures to guard against it. Groundcovers NOT TO SCALE HH Hedera helix 'Baitica' 500 3" pot 10 O.C. Balt ftt Ivy HHR Hen,erooallis 'Happy ' Floppy Retunns Daykayaylily 280 1 gal 14' O.C. ISSUED FOR PERMIT REVIEW ONLY JPN Juniperus chinensis procumbens 'Nana' 18 2e-30" 4' O.C. Japanese Garden Juniper REVISIONS 12,564 SQUARE FEET 794- SprTingfTeld Strut OF 03/18/02 ARROWS, OFFSIIE WAIKS, NOES PER TOWN 0�29 ACRES A G A VITA M i M A S S A C H U S E TTS &ROPID 1 � 03/28/02 PARKING, TREES, FENCE&GE1V. PER SM. OWNER CIEVELOPER GAROFALO & ASSOCIATES, INC. �T4 �� -�-•Wµ--_-�`� V# 0711 o SC 1"-20' feet CIVIL & STRUCTURAL ENGiNEERS\SURVEYORS q DATE: 02---04-02 o 10 20 ao as »o LAND PLANNERS\ENVIRONMENTAL SCIENTISTS ` Store# 157 0 O J08 N0. 5790 = r�l� P.O. BOX 786 PROVIDENCE, R.I. 02901 0 5 10 20 so meters 1-401--273-6000 J B,b �� GAS STATION 85852067 777 flee Street Canton. Massachusetts 02021 DWG NO. 5790-BASE 2 WILL.OWBROOK ROAD CROMWELL, CT 06416 T LANDSCAPE PLAN SHEET 6 1-860-632-•0667 1 596�--1038 ED to to ED Wo to to U $o $o to to to $o to to to to to to to to to to to to %.o to to to to U $.o %A to. to ED $.o to $o to $.0 $:o $;o 0,0 to to to to ED ED to to to to to ED to to to to to to to ED to to to ED to to ED to $o to to to ED to to to to to to to ED to to $o $o to to EI tea to to to to to to to to to to to b.0 3,o to to to ED la ED to to to to to o.o to to &0 to to $o to to $a L %.I &I $;i LI %.I ti to ED to to to to to to to to to to to ED to b.0 Wo to to to $:0 to to to to to to $.o to lu ?t,2 �i:7 a � bit 1.1 $a �i� $.o $,a $,a $.o $;o to UU $,o to to to ED to $.o to to to to to to to $o %.o tI 10.4 1 U %,3 b,2 %it $.t $a $;i U $,o to to ED $o to to to to to 3o ED to to to to to to $:a bit U3 .9 0 3,2 ,s... s ,3 � :3 , . o $.o $.o $o � - � Stat(st�cai ArQa �uMr��r. . to to to to to $.o to to $.o to to ED a ,i . 3o to to to $;a Lalael A:v Ma.x Mln. Avg.. Max/Min o _ I .GANpPY 678i 78;8: 423_ 1:6f 1,8b °, IIVSZ E GARB: :�'1 SS . qf2: 43.55- 275;50 to to to to to &0 to ED to to to $o 4;b,.: s.> s:6 %.7 �:e $4 to ?r i $:i $.a $,o $.o t,.o to • .. : A ' to $A to 'b:o 50 to $:o an to ,a to ( n 7 �;s. 1s.2 7-,i 4. $; $.1 $;t $.o �I;o $ t .o ,o Maintained Focrtcandte lievels at grade, • using a .7.2 Total -Light Loss Factor. 5;o t�:0 $.o $,a $o $.o �,o o, o,n . 3;o to ��' b 1A 16 %,2 �;9 ��;5 �: . �:' a�� °ss; �tY� �i,a y b.a tie %it k $:o �;o ED $.o WIN r to $o to to o.o to to $. ti L $,i �o $,6 %.2 LI %.i to to a.o ED to to to ED to to $10 3 I b,2 $,3 ,8 a0 1-4.3 °. �2 �i7._ � ;� %0:5 z a tt $;t $rl $.a to ED to ,; $.o $o to to $o to to � :� ' .,. 1� �.s, 'lei o �'1'a °��:a ta, . , $� $,� 3.2 � ,i< $rl to: to �o �i:o 3 0 to $,a to to &0 to wa �A °.7 �.a :O 16:7 JP $e:3:M 14:2 '� %.3 d4 SA Vt ED to U to ED Emil to o ED to to to $, °. y 4 to to $.a to ftS. to ' ED to to ED to $,I q:l � �,3 :o �. ;6 .5 %.5 �r; 1a.a $3.0 �a;a ,8 :e ;8 $.3 ,� i bit $,i to to to $o to to to to to 3o to $.I $a � � '�,a 1.5 10 $.a 4,� " .a �,� $:3 $, � $:t to to to to to to to to to to to to ti. $� �4 . �,o. . ' �: � U ?kzCV4.t &I ED: $o to to to big to to to to to to $.o ?U kp. .3 � . E4 $.3 ,o t.s $19 13 bit bit tI $,i to $,o to to to $0 3o ED to to to to to to tI tea b, 3:7 17 '19 $.4 %.a ,a .9 $.a ;s U '$2 tt II b,I L to t0 t►:0 to to to to $:0 to to toED3.0 0 to $,a to too $,2 $,a :a $:a $,2 � '1 !"I $: : L %.I bit %.o to to ED to to Ed to to to to E0 Tr (Public - 50 l de) to to $:0 to to to to to ti $a bit $2 $,2 $,l, U $a V1 to I W1 to to to $.0 to t1.o $.o h 1,0 to ta to to to to to to { to to ED to to $o to 3o. to to to $;o U to to to to to $,o ED ED to to to to to to to $,0 to to to to to to to to .r to to to to to to ED $o to to ED to to 3,o to to t a $o to to la ko ED to 10 h b,a to %,o b;o to to to %.0 to to to to to ED to to to ED to to to 10 to b.o to to to to to to 3,o to to to to to to ED to U ED to to ED to to to $.o M Yk Re.v. Date B Lur�lnaire Schedule ReviSi;onS S. :Mbof Qt „ LOet .Arran ' en�ent W40et►s. LLF 10e�scri tian Total Watts .. 0.72.0 RhC-S--403 SMH%•78 _ . A SINGL-E 4000E� 4:51�'- .� B SINGLE 40000 0.720 CK 7FP jQQ SM:V-CT 4SQ�❑ S1tG�16--5 4BC . 4S8.' 1ES'" m IND.USTR Based on the information provided, all dimensions and luminalre locations !N `70.-Mb 4 PAX n13) shown represent-recommended posltlons, The:..engineer and/or architect must LIGHT#I�G PROPOSAL FOR determine: applicability of the layout to existing, or future field cohditiof e. .CUMBERLAND FARM.- Y AGAWAM, MA Thla lighting:pattern represents Iflumination levels calculated from laboratory data K taken.under•cantrolled.conditions in accordance with-111uminating Engineering Society gdnz T 20' approved methods.' Actual performance of any mcnufgcturer'� luminaire moy vary due to " �—Q'''53845 varlatiari lh_elec{rica! voltage,: loierarlae.lit`lamps, and'otiyd artdbiet fisid':rdridittons *AM 9,— 3 1a 12,000 gallon (96"dia.x37'-OYz") double-wall fiberglass 8 underground gasoline storage tanks (XERXES) 8 TALC PIPING TEST PROCEIV E 1b 10,000 gallon (96"dia.x26'-0Yz") double-wall fiberglass 31 8 0.00 PIPING MANUFACTURER'S TEST REQUIRIENTS, PER underground line s 1 1/2" ball valve WESTERN FIBERGLASS INSTALLATION INSTRUCTIONS 9 and .gas© forage tanks (XERXES} FOR pl 4500 CO-R.EX FUEL LINES: 1c 8,000 gallon (96"dia.x26'-DY2") double-wall fiberglass underground gasoline storage tanks (XERXES) 1. TEST ENTIRE PRIMARY SYSTEM (BOTH 2 H.P. "FE PETRO" variable speed pump submersible pump w/ leak detector 4 24 4 HAND WALL AND FLEXIBLE) AT 50 P.S.I. 24 2. CONTINUE TO MAINTAIN 50 P.S.I. FOR �3 Proposed VEEDER-ROOT TLS-350 Interstital tank monitor. _ A PERIOD OF ONE (1) HOUR probe #VR794390-XXX (3) 15 T 4a 3. TEST ENTIRE SECONDARY PIPING SYSTEM 3a VEEDER-ROOT STP Sump Sensor NR part #794380-350) g3a 2 BOTH HARD WALL AND FLEXIBLE) AT 3a 4a ' 4. cONTINLE TO MAINTAIN 5 P.S.I. FOR A 3b VEEDER-ROOT Inventor robe to bottom of tank #VR847390-107 15 PERIOD OF ONE (1) HOUR y p siphon system ` 01-1/2" (WESTERN FIBERGLASS PI 4500 CO-FLEX) 22 5, UPON COMPLETION OF INSTALLATION.WILLBEP ENTIRE 22 22 UNDERGROUND SYSTEM WILL 8E PRECISION double-wall flexible supply line with 4" I.D. pipe conduit/rockguard TESTED BY A LICENSED THIRD PARTY (minimum pipe bend radius is 24") 1a 27 1c 27 1b 20 4a slphon line (1/$ per foot slope min.) 0. 1-1/2" (WESTERN FIBERGLASS PI 4500 CO-FLEX) 3p CROSS SECT [ON OF SIPHON L.(NF dnrlhIA-wall flPxihlp Slfp�sly ling in a 3" I& (AMFRON DUALOY 3000L) � � 2'-0,! 6" 4000 sl %" fibermesh p scale: N.T.S. 5 2" Wire cable supplied wl probe. location for of tank i strap clip (typ.) concrete pad (H-20 loading) electrical conduit for submersible pump �J 18" dia. cast iron manhole OPW #'104-MW. P• P° P• e - a z 1 q ' q q Fiberlight manhole frame and cover 26 26 26 O 4" fill riser w/ POW 61-T-4" udrop tube w/ OPW61SA-1000 co swivel adaptor, and 634-TT-4 tight fill cap 10 4 extractor tube w/ 233-MSD-2422 valve extractor assembly0 00 0 0 0 1� - ",Art o 0 0 0 0 0 0 0 0 Cr (OPW 233 VM w/ 53VML-0180 float valve) (3) " - 28 28 -11.00 a ° b b 11 2 stainless steel flex line (HOSEMASTER} FSMF 2 x 18 16 29 16 �'�., � 12 3" fiberglass stage II vapor recovery line. (AMERON) 12" Pea Gravel Bedding under tanks (typ.) siphon line (1/8" per foot slope min.) 1-1/2" (WESTERN FIBERGLASS PI 4500 CO-FLEX) 13 3" fiberglass vent line. (AMERON) double-wall flexible supply line in a 3" line (AMERON DUALOY 3000L) K F ]ELD Q -0, ECI I QN-1 p gravel b ck around tanks o extend 1 ,! Pea gra. a, fill r and to s t ten 2 below bottom of tanks (typ.) 14 Spill containment manhole manufactured by EBW Inc. SCALE: 1/2" 1'-0" must have min. dia, of 1/8" and max. dia. of 3/4" (per CONTAINMENT SOLUTIONS guidelines) Model# 725-470-01 15 4" slotted P.V.C. pipe observation well. (1 G each corner of TANK PIPING DETAIL tank installation 4 required) 18 8 , . .. 16 Sump G� each observation well. 30 Ma Ja - scale: N.T.S. 7 7 7 � . Epoxy seal per NFPA specs. 18 6" 4000 psi 3/a" f ibermesh concrete pad (H20 Loading) 3a seal-off fitting 19 N/A 2 J. 24 3 20 Pea gravel backfill around tanks to extend 12" below bottom of tanks (typ.) To monitoring device _ , e, must have min. dia. of 1/8" and max. dia. of 3/4" (per XERXES guidelines) ' 17 14 _ 3.4°e W/ 4 �E 9 10 exp. proof s I 21 Weatherproof function box wl Yz" NPT studs (16" cu. min.) 15 15 22 22" manway manufactured by XERXES = -- --- — -- = fi 13 II 2 12 23 N/A 11 3a 24 42" containment collar w/ turbine enclosure (XERXES) I u 25 NIA 22 II . O 27 27 I I 20 27 � 26 10 ga. steel wear plate (2) 3� DUNG B y boot (AG2441 (2) 3/4" tilt w/ 3#V I I 20 forget! brass tall valve .tOMAR SYSTEM-4 model-* T-ig0 27 Hold dawn straps by tank manufacturer. I � Tam �� a � a28 # r show sizes as shown I I I I I y �� Concrete / entered and 8 reba n. s z I I C to deadman w 1 � rebar c (REQUIRED ONLY IF A WET HOLE IS ENCOUNTERED, AND IF THE CERTIFIED INSTALLER DEEMS NECESSARY.) I E I E I I � 29 3/4" galvanized turnbuckle assembly w/ hook ends. b- 3 I I 30 asphalt pavement II 3� Western fiberglass barbed fitting part #P14580C h26 32 2" galvanized tee w/2" galvanized swing joint 16 (Webb con-64-107-01) NET A 8.000, GALLON DQUBLEW LL EIBED&AS5 GA011 I 28 DISPENSER CONNECTION DETAILNK. ... .DETA SCALE' 1/Z" — :+ ... date: 1-10-00 dispenser scale: N.T.S. dispenser ]unction box . 1Y2" dispenser Inlet seal-off f ltting � SECTIONSS F PIPING 6" psi W flbermesh concrete Flexible entry boot (AC-8420) 1X" asphalt (top coat) scale: N.T.S. 9" stainless 2-5/8" from bottom of sump 1W asphalt (binder) pad fH-20 loading) steel Island form Vry O O 4" I F .D. pipe 6" concrete ono tI (�VI'II�I.�1Uro{r'k�uard � pad • s ' o 1 11 1 1 1 1 peastone -Q,. 1z" '• backfill tOD f a '.Y o :E 'o 3" processed gravel - ti'' o �+ 62 TAUNTON AVENUE US ROUTE 44 �r �� 'c�L,`�i' 'c,>c - AGAWAK MASSACHUSETTS �' Yx" Yr" min . <.„ emergency shut-off valve 3" fiberglass vent ° _ . ti a (mfg. by OPW, model Ord, ° line (AlviwAON} REVI IONS V# 11 DOUBLE-WA;LL FIBERGLASS TANK INSTALLATION FOR: 10-RF or equal) 1-12,000 "�({1W (WESTERN FIBERGLASS PI 4500 . CQRRECT PROPI RTY ADDRESS 0,00.0 & 1-8,000 GALLON TANKS Store 0167 1Y2" Schedule 40 steel pipe '� " CO+L N double-wall flexible supply SCALE: 1/2" .'..,! 24 (min) line w/ 4 LID. pipe conduit/rockguard 1Y2" schedule 40 steel elbow . s °� �, 1Yz double wall piping (min. pipe bend radius of 24") CAS $'patio 852067 0o DATE: March 19. 2002 b � ' (WESTERN FIBERGLASS Co' L � FILE: 1z.�ai" Pr. C;..:• i?V„ Z TIC=. P1 4500 CO-FLEX) � � . dispenser containment box : �s r)�7�u� ' cx - 3/4 condo{t w/ 3#12, 4#t4, 4 e Pea gravel backfill ar id tanks to exterid r below bottom of tanks (typ.) DRAWN BY: w.A.R: (mfg. by WESTERN FIBERGLASS, must have min. dia. of 1/8" and max, dia. of 3/4" (per CWAINI EM SOLUTIONS guitieilnes) 777 Dedham street Cantar�. Massachusetts 02021 model DMDS 1129-D$ sump w/ exp. proof seals to coat. pan CHECKED BY: TANK INSTALLATION DETAILS 3 woo steeltech decorative tacla panel (typ.) - ch 23,_0„ 23'-0" 111-61, (colum center to column center) (column center to 00lurM center) a multi-product dispenser (3) fid Jk Ou E i ;4iAT 3' x 10' gas Island (3) FRO- T ., EJEYAT_! N. SCALE* 1/4" �- 1`-0" 18,_0,, 9'-01, 9,41 m raised letters attached-'.-tc.`.#aci"a MGHT Y F l t r SA E• 1/4 1 -0 : F , V� at� Q12 :• ,- - . stt ' AG Nla- -AWAM- t -, MA- HUSETTS von „ �,_0" Am* 0167, a DATE: October 30.. 2001 FI = CAf�'Y.pjfC�amlltan.dp 777 Darn street C%nton, Mas F)2'i sachusetts 02 C1riAlNE� BY: WAR ff(M BY. CA'N:OPY ELEVATIONS 24" 2'-0" x 5'-8"" DEEP CONCRETE FOUNDATION 6j-olv \� ' 4' x 6' CUMBERLAND FARMS SIGN #3 TIES C 12" ON CENTER OWE M5 CL�AAANCE ORANGE PMS-165 M — T&L eriand f 1. ECLOW WDAI 7. W d " OU IN: NOT 'TO SCALE Farms 24 SO. FT. ' JCN(�C o LSO ¢ r 24 SO. FT. TOTAL 48 SO. FT. , 4' x 6' PRIG SIGN f y�C AE l 4 Y �r C .A t 1r SLIDE (PMS-'301 LETTERS & NUMBERS � � ON A WHITE BACKGROUND] N Q i• d 0 o Xf ? o Co co a�xu d v r p a y MN 4"0"x1/4" STEEL TUBE ': 13" Fy - 46.000 GTYPJ (BLACK? � 24r o Yyi Q ` eWATUDE7: WASHER & NUT NOT TO SCALE 0 � ti -0 . } _'13"x13 V SASE PLATE , j "BASE PLATE DETAIL") ANCHOR BOLTS 1"O x 4'-0" L WG x 3" € _ r: _ Co66 to "� II6 �op �• �� •� ,� !, ii•P--i' •� •• .^'i e � l �N.a `I - o•�} a= . is ! 1" HOLES (4) 2` 4 1/2" .14 4 1/2" 2" y .r ' r p e ,. i, a b 24" 0 x 5'-8",LONG SONATLUE ' •{ ' L0 1. '^ tl i1 9 [+ °:? t 0 5'-0" BELOW GRADE :..A-`-_ �._ n '�~D d- g ?s �' �!a .=1 � '�� 13"x13"xi" BASE PLATE E 01 dl 8 -711 - (center to center) k ° t�" 4"x4"x1/4" STL TUBE .}' ; a Fy - 415M M1 MIS Ew . S. I D V . ljo, .., - - - --s-- Cx$'• sc �- -- SCALE Yz -1 -0 .: _.. G{{ MT To S ' x ; a .. 1• ..... ., RRIN�1=1 ISTIP k• f Y r' A WAM MASSACHUSETTS ••i_ - T: y • r CW - - SCALE' -- 3/18N 1-Q DATE% March 19, 2002 FILET SIGN.pj/4x6o4x6p.dbAv DAWN BY. W.A.R 777 Dedham Street Centon, Massachusetts 02021 CHECKED BY: : .. PROPOI SED SIGN DRAWING 76 z PARTITION TYPES C SCALE: 3"=1'-p„ 6 s/sn 14" 4 1/2" 4T/s' M I " I " . I I „ 3/4" PLYLYMOI) " MOISTURE 5 8 -MOISTURE RESISTANT GYP. BD. 5 8 MOISTURE RESISTANT E-RE GnYP: BD. 3 5 :8 x 2i : MTL: / / ESIST Nr 5.8 MO@STUR SIS'�v4NT / :" .flA t+T S /� 8 x20 GA, M.TL. STUDS 0 16 O.C. GYP. 8D. I I 8.x20 GA. WTI, ;S;TrUDS`i 18 .4:C. STUDS 16 0 G._ „ " " " SECURED TO 4 INSUL. I 3 1/2 SOUND ATVN, GATT INSUL. I 2-1/2 x 20 GA. MTL I 3 1/2 SOUND ArTINi:: SAT tf�SJ1L. TRtJIsTlJRE :AI343V� coo.ER wA:t PANEL SECURE T� SSECURED TO PRE-FAB STRUCTURE STUDS 0 16" O.C. I 0 EXTERIOR WALL ': I i I AS REWD, POR PROPEL 9Ur�R�RT � E""r'� AH A RO N I A N 5/$" GYP. 80. EA. SIDE ( PROVIDE 5/8" MOISTURE RESISTANT I I I • =" I � x GYP.B -!N COOLS LOCATION D 4 WALK R l.OG ) T ;; • Cn & ASSC?CIATES.INC. „ „ I - LINE OF WALL TILE LINE OF WALL TILT~ I Imo- LINE 4F WALL TILE 8A " ARCHITECTS a 3 5/$ x2O GA. MTL. STUDS 0 16 O,C, 0 RESTROOMS 0 RESTROOMS 5/8 BD " I I I I RESTROOMS 358 x20GA .MTL. N INEERS 3 #/2 SOUND ATT N. BArr INSUL. (TYP, BOTH SIDES of W, LI,) STUbs 6:16. 6.6; s Blackstone Valley Plcce SECURE TO STRUCTURE ABOVE •` AS REQ'D. FOR PROPER SUPPORT Suite 100 TYPE A TYPE B T TYRE D x YP E E _.E E Uncoin, Rhode Island PLUMBING CHASE WALL a z s s 5 O:C}LER WALK-IN C TYPE T (TYPICAL PARTITION) T 4 01 - 3 3 3 - 010 UNLESS NOTED OTHERWISE 5'-0" SIDEWALK 80'--0" ( OVERALL MASONRY DIM: ) i 401 - 3 3 4 - 4 0 5 T WWW.ARCH-Et4G•COM 79'-16'(OVERALL PRE-ENG. STEEL 13LD0. FRAME) 2 SIM. (NO BRICK) 22`--2" .14'-.'.1 1/2" S 14'•--3" 13'-7 1/2" A4.1 5'•,•'•6" 2'-9 1%8" 63`-0" (�ooLER BOX).' GENERAL NOTES: OPP 1. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 5 �' -x�4 ^"�`®"`"� IPROVIDE ( r6"x1'-6" CAST IN �----- ------------- g INSPECTIONS NECESSARY TO INSURE ISSUANCE OF " 01 AIRSPACE BETWEEI+! A4 A5.1 < EXTE,'16R. WALLS &Gf30E�R WALLLS PLACE CONC. CURB A5.1 AN OCCUPANCY PERMIT AT COMPLETION OF THE WORK. - .;. 2. CONTRACTOR SHALL MAINTAIN ALL INSURANCE :. . .; . �r ` REQUIRED BY THE OWNER AND/OR GOVERNMENTAL � AUTHORITIES AND SHALL PROVIDE PROOF OF ;,,: ;'dr 56�-9 3" SUCH INSURANCE AS REQUIRED, •.. � � 0= o 3, ALL WORK SHALL BE IN STRICT ACCORDANCE r WITH ALL APPLICABLE CODES, TOWN OF o €4 I A A6.1 PR FAB. BOx:: .W / 21 (5'-1v xs i 2" AGAWAM, MA. REQUIREMENTS AND AS NOTED. 1Q5 �� I 110 ALUM. DOORS / .KlL'Y PLAIN GLASS DISPLAY DOQ �wy } TY I EXTEND.CHEEK WALL DOWN TO a WHERE CONFLICTS OCCUR, THE MOST STRINGENT ; �� TOP i7I WALK-IN C04LR EX i °D REQUIREMENTS SHALL BE MET. i n I R-A'. I I (SECURE TO STRUCTURE ABOVE, I I . v I I 111. TS COLUMN (4 PLACES RAMP .- TYP, AT FRONT. & SIDES Or COOLER 4. CONTRACTOR SHALL BE RESPONSIBLE FOR I SEE SIRUCT. DWGS.) o up BRACING ALL WORK DURING CONSTRUCTION. F 0 5. THE DRAWINGS MAY NOT BE TO SCALE. REFER TO �0 ^�. I N II II I II ABOVE T PLANS, SECTIONS, AND DETAILS FOR DIMENSIONS. u / \. 1D3: ---- -- - . --•�-- • •- ~~w`-' - -~~' -" - III 6. ALL DIMENSIONS ARE FROM FINISH FACE OF NELEC - GYPSUM BOARD, CONCRETE OR MASONRY UNLESS �� 6 5 INDICATED OTHERWISE. - "'` """" / z 1 2 3 4 5 8 7 6 S. 10 11 12 13 14 15 1s 17 10 19 20 21 ' F 1.08 -- 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND F O . . ELEVATIONS BEFORE COMMENCING CONSTRUCTION LINE -OP ANTERIOR VALANCE SYSTEM E a0 AND REPORT ANY DISCREPANCIES TO THE I F AK / 4: ABOVE (TYP• AT ENTIRE PERIMETER.,. :. ARCHITECT BEFORE PROCEEDING. LNE O RAKE r '� OF RETAIL AREA) ABOVE HANG 8. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITW ALL LOCAL, STATE AND 4'-Cr FEDERAL REQUIREMENTS;-.AS WELL AS, ! a 10 9 CUMBERLAND FARMS POLICIES FOR HANDICAP �_ z ` ACCESSIBILITY. ALTHOUGH, THESE PLANS IN _ SOME CASES MAY EXCEED THE MINIMUM LOCAL, STATE, OR FEDERAL REQUIREMENTS, STRICT �E I S'-fi" I __ [ T ii . 49'-9 1/2" I 3'-:.g" 102: J-51/ " �sro�vs� COMPLIANCE BY THE CONTRACTOR WITH THESE o i8- 1/2 PLANS IS MANDATORY. ANY DEVIATION FROM ;; n ,_3 3/4" „ I THESE PLANS WILL BE AT THE SOLE DISCRETION, 4'-6 1/2" 4'-7 1/2" 4'-7 1/2" 4'--7 1/2" I 13 co D w �VUYBS ! RE'Yi4B?1'S` DA?'B RESPONSIBILITY AND LIABILITY OF THE ¢ n I eo I I QFFICE CONTRACTOR. 1 " I in 0J ABOVE I' ,11 O 9. PRE-FABRICATED STRUCTURAL STEEL FRAME & WALL A4.3 i `'�' _ �-= T` ' °� �' 12 ~ �� I PANEL SYSTEM SUPPLED & INSTALLED BY: `� �' OFFICE COUNTERTOP SUPERIOR CANOPY CORPORATION D :. EAIL SUPPLE BY OWNER, I( � -. „ ,,.. . --- -. o N } wI U� . 2435 E. BELLEFOUNTAINE, � � "�'""'�E, I ,�. " INSTALLED BY CONTRACTOR i4CTOR (I � HAMILTON, IN 46742 `� ,, M. m a 1f3 0 - SEE A6.2 FOR DETAILS) TEL (217)-488-4064 i i A5.1 I ea 1fl III I I A5.1 3 1 SEE 15 / A6,1 FOR II I n+vw,n� �,, INTERIOR ELEV. ® CLOSET -" k DOOR a 4 A6.1 .2 0 \ 1 2 WI DOW A5.1 u I COFFEE BAR BASE CABINETS 2-0 0 LEGEND --- I & COUNTERTOP (SUPPLIED y I ' - • �. n BY OWNER, INSTALLED BY ° T 000 DOOR NUMBER H FORTDETAILS SEE As.z I A ABOVE i ( ALCOVE V I . I 2'-5" 3'-5" I 3,-0« 3'-3 3/4" X PARTITION TYPE _ p �I I '-p" COUNTER I �' �- F4 u I CHECKOUT CABINETS & �' I � A2.2 I COUNTERTOP FQ WINDOW TYPE ( ( SUPPLIED ,..OZ / _ BY OWNER INSTALLED BY !6 ABOVE / / a; 2 % 1 CONTRACTOR ) T FOR REVIEW I / / yv ( � A ' � H / Q.I�I SEE A6.1 F R ELEVATION COL. COL. • ': G 112: C o� fEQUAL EQUAL o 3 A-0 1 I u I �, I INTERIOR EL V. 14R�JLC?' TITI.!!* NUMBER/SHEET 00 I 4. tO / e' ( I I / ® RESToO S 4 ARA STRUCT T.S. COLUMN 'o � � � -0 l ( TYP. 2 PLACES 0 FRONT iA � * D ` ------- WALL S € 'aW� C !. - - - .._-.------� _.. ....� .,_..- - - -- :: -- - �" �. .t-- . . .... ._ .. .. :.. . . .. 711 Qel�Irorin Sfr�eet Contort Massaslluseffs 02021 44`` LOCATION QI" IRRIOA ON • LO • I i SYSTEM- colvTRols s ' r --------- -� --- --- --- ------- ------ STORE #167 PROJECT DATA: ,� ; • �� g ��,�� : ��,. . s I I 2 . , . - USE GROUP: MERCANTILE - TYPE OF CONSTRUCTION: TYPE 56 UNPROTECTED " 4 I I ® WINDOW •.' :.," I 3 A2.2 2 ( `" 794 R NGFIELD STREET _� e - TOTAL BUILDING FOOTPRINT. 80 -p x 45-0 ,i ' ' • a' ___. i I� - I A4•z CONCRETE SIDEWALK : :i ° 4' _ AG.AWAM MA 3,600 SO. FT. e + • �� / I . . .4 • r1/ ! .�.. i W CONTROL JOINT'S •'., 'r. •• ° a M■+y • • y '. °• 8'--0" O.C. (TYPICAL) �• a. ''. •..• •` ''• 1 E...� :. -••.. •. . . • •�• - . •. •. . : . . . '� FLOOR PLAN & Z LINE OF CANOPY HANDICAP ACCESS RAMP W/ PARTITION TYPES o 3 9I PVC SLEEVE FOR 6 1 OVERHANG ABOVE E3R�lQM FINISH (1:12 MAX. 1 2 IRRIGATION SYSTEM PIPING-RUN DATA w SLOPE - SEE SITE DWGS.) UNDER CONC. WALK - STUB-UP m PJ NO. 10'-6" ,A4.2 30'-0" IN UTILITY CLOSET 6 : .FEB, 12, 2002 0171 a DRAIW.IV BY CNECX8D BY • r-11 /s~ 4w_O 3/8" (M.o.) 30'-0" CDA CDA Pr r� DJUN1W NUMBRN FLOO R PLAN , RT A2 . 1 SCALE: 1 /4 - -p e , EXTERIOR FINISH SCHEDULE TAG MATERIAL. / ITEM MANUFACTURER MODEL NO. / COLOR X1 EXTERIOR BRICK VENEER SEE A7.1 (SECTION 04255) ADIRONDACK CORED BIRCK - "RUSTIC" -X2 _ ALUMINUM STOREFRONT SYSTEM -SEE A7.3 (SECTION 08500) - 2'° x 4 1/2" - STOGIE WHITE PAINTED FINISH L AH A RO N I A N �`�' & ASSOCIATES INC. x3 ASPHALT ROOF SHINGLES SEE A7.2 (SECTION 07300) ---- -COLONIAL SLATE ❑ICI❑ -_ ARCHITECTS 8x5 2 _ ENGINEERS X4 INSULATED GLASS SEE A7.3 (SECTION 08500) CLEAR A4.2 6 Blackstone Valley Place - �r_..._ ----.•..�- -- - -- - - --- RIDGE Suite 100 -XS- HORIZ. WOOD CLADDING --- --- - SEE A7.2 (SECTION 07462) _ -- " WERZALIT " - 4" AMERICANA - WOODGRAIN TEXTURE - BASE WHITE 2000 - -- 12 1 X SYNTHETIC WOOD --EL. = Z9' 2 t A.F. T Lincoln, Rhode Island ._...-._..._ ---- --...-----___.•-- . -___._-..-._ --__..- ....._-.-.___-• - - --------------..-...._..... 1 RA REM RAKE T C3] X3 0 2 6 6 5 ARCHITECTURAL RAISED ....._._ __- STEELTEC, LLC. 18 GA. (24 GA. FOR TRIM PARTS). GRADE CS. PRIME, HOT DIPPED _ - X6 PANEL INSERT -- (17 REQ'D.) 210 PAULDING LANE GALVANIZED STEEL. ASTM 653. TENSION LEVELED, DEAD FLAT, A-4.3 -�- "_j c -r- -r DALLAS, GA 30132 MINIMUM SPANGLE, EXTRA SMOOTH t• 401 - 3 3 4- 4 0 5 7 1-877-226-6791 �. - WWW.ARCH-ENG.COM 8METAL COLUMN SHROUD ENCLOSURE COLOR: STEELTEC NO, 900 TA WHITE" 1 X SYNTHETIC WOOD 12 ;- -- SUPPLIED AND INSTALLED BY STEELTEC, LLC. RAKE TRIM [033 -~ ^T� g - - x8 METAL PILASTER ( 5 €LIWO - X8 METAL CORNER PILASTER (4 REQ'D) - X10 METAL FASCIA PANEL SYSTEM Xis X11 METAL FRIEZE BOARD PANEL — -- X13. 6VENTILATION LOUVER (3 RE4'D.) HALF LOUVER ��- _ _ ----••-•-- W/ GABLE END ATTIC VENTILATION 34" DIA. - OPEN W/ INSECT SCREEN - WHITE A5.1 - X10,- - - - _ ....__ TOP STEEL FAN (2 REQ D.) ATTIC VENTILATION FAN "NUTONE" #GF1200 - 1/9 H.P. 120V - ( REFER TO ELECT. DWGS FOR FURTHER INFO. € E X13 ALUMINUM GUTTER SYSTEM -SEE A7.2 (SECTION 07300) 6" GUTTERS - 3" X 4" DOWNSPOUTS WHITE 5 X6 X13 BOT. FRIEZE PANEL o = A5.1 EL. 10'=9. — PROVIDED 8Y G.C. II ll 4 X7 BRICK VENEER COLUMN X14 CUPOLA / WEATHERVANE -_.--- CUSTOM FABRICATED - - --- ----- X1 / X4 (REFER TO DETAILS ON SHEET A4.4} 1If - A5.1 BASE W/ SLOPED PRE-- IfKY PLAN' ALUM. DOWNSPOUT -- RUN DOWN - 2 CAST CONCRETE CAP Xis RAILING SYSTEM (VINYL) CERTAINTEED CORPORATION "EVERNEW" VINYL RAILING SYSTEM &TIE INTO ON-SITE U.G. DRAINAGE SYSTEM P.O. BOX 860 BALUSTER - SQUARE 1 1/4" x 1 1/4" - WHITE TYP. 3 PLACES 0 READ OF BLDG ) r i .E3 A5'1 Ik €II VALLEY FORGE, PA " " 1 �' VALLEY TOP RAIL - OXFORD T RAIL ( 8' LENGTH) - WHITE X9 .1.01 xg BOTTOM RAIL - 2 x 4 (8' LENGTH) -- WHITE "' CAST--IN"x1 -6 1-800-233-8990 STRUCTURAL. NEWEL POST - 4" x 4" x 38" - WHITE 6 NA NEWEL POST CAP -- NEW ENGLAND CAP - WHITE PLACE CONC. CURB POST BASE TRIM - ------- FOR 4" x 4" POST - WHITE OR LEVEL �� - _ - R—EF EL - 0' 0" Y FLOOR SUPPORT PIPES, RAIL PLATES, EZ- SET BRACKETS & ALL FASTENERS - - - - _ - - - - - -- - -- - - -- -- -` -- - - - - "" AS REQUIRED TO MEET BOCA, SBC AND ISCO GUARDRAIL SPECIFICATIONS_ E STEEL DOOR & - X16 O WALL SIGNAGE CUSTOM FABRICATED v _ SUPPLIED BY OWNER FRAME [C33_ Xa INSTALLED IN FIELD BY G.C. _ - _. - §_E OF FOOTING ALUM. DOWNSPOUT - RUN DOWN _ REINF. CONC. SIDEWALK SEE STRUT. FACE OF MTL. PILASTER & TIE O WALL MOUNTED LIGHT FIXTURE INTO ON-SITE U.G. DRAINAGE SYSTEM \-LINE OF CONCRETE FOUNDATION l�� 'ABOLITE' -- TEXTURED RUST'(TYP. 7 PLACES -- SEE ELECT. DWGS FOR SPECS.) LEFT SIDE ELEVATION 2 SCALE: 3/1 6"-1'—on •R�'VISIONS d NUMBLR PJUARKS DATE X14❑� 1 1 2`A4.2 ❑❑ A4:1 A4.1 r 1 X SYNTHETIC WOOD ALUM. r RAKE. TRIM [C3] x5 X12 ❑�� FLASHING ® CUPOLA CANT. RIDGE VENT X3 RIDGE A.F, O - tires FOR REVIEW _ IF list I I C x13 7 -7 Whom Street C E) antnll, Massac huet#s 02021 EL. STEEL 71 A.F. 7 x11 - .. ROT. FRIEZE PAN X1 1I€ l�€ II€ lI€ II€' IIf EIl Llf ICI III A. X7 2 4 A5.1 X4 A4.2 G1b._ X4 SASi WINDOWS '1 A 1 FiELQ STREET - xs100, - Xg �/ AGAWAM , MA lI1 I�I z 1�1 I�1 ` / I�f I�f Ili 1�1 XB. REINF. CQNC. \ - SIDEWALK _ _ I FLOOR LEVEL EL LNG TITLE - - _ � - - - 0 REF EL dfr� EXTERIOR ELEVATIONS - - - - - - - - -.... - -- - -_._ __-. .- _... - - - - _... - - - - ---._ _ - _ - ._� _._ �l DATE, PROD NO.. — — -- - — — — -- -- — ..-. ... — _ BOT. OF FOOTis�IE;r� U. : FEB. 12, 2D02 017� BRICK VENEER COLUMN BASE SEE STF UCT. W/ SLOPED PRE---CAST CONCRETE CAP HANDICAP ACCESS RAMP LINE OF CONCRETE FOUNDATION DRAifN b.Y W ,gip BY All WALL & FOOTING BELOW GRADE - TYP. lr+ CDA Cps D T IN0 NU.IIfBER.. FRONT ELEVATION � = - SCALE: 3 f 16" 1`-0" � . • � sxrET. o�• EXTERIOR FINISH SCHEDULE I TAG MATERIAL, / ITEM MANUFACTURER MODEL NO. / COLOR � X1 EXTERIOR BRICK VENEER SEE A7.1 (SECTION 04255) ADIRONDACK CORED BRRCK - "RUSTIC" AHARONIAN X2 ALUMINUM STOREFRONT SYSTEM SEE A7.3 (SECTION 08500) 2" x 4 1/2" - STOCK WHITE PAINTED FINISH ❑❑� & ASSOCIATES INC. X3Y- ASPHALT ROOF SHINGLES _ SEE A7.2 (SECTION 07300) ~- COLONIAL SLATE --- —� ❑❑ A R C H I T E C T S _ ........ __-- -- ---- -------- _. -..._.- ------------ _.._.-- -. ------------------- --- 2 X5 X12 ❑�❑ --- X14 H ENGINEERS X4 INSULATED GLASS SEE A7.3 (SECTION 08500) CLEAR _ 1 O S Blackstone Valley Place C _ A4.2: A4.3 u to 100 _ Suite RIDGE ...._ ._� Lincoln, Rhode Island X5 HORIZ. WOOD CLADDING SEE A7.2 (SECTION 07462) WERZALIT " - 4" AMERICANA - WOODGRAEN TEXTURE - BASE WHITE 2000 L �' 29 2"± A.F. . 1 X SYNTHETIC WOOD 0 2 .8 8 5 CONT. RIDGE VENT � RAKE. TRIM [C3] 12 ARCHITECTURAL RAISED STEELTEC, LLC. 18 GA. (24 GA, FOR TRIM PARTS), GRADE CS. PRIME, HOT DIPPED $ T 4 0 1 - 3 3 3 - 5 0 1 0 X6 PANEL INSERT - (17 REQ'D.) 210 PAULDING LANE GALVANIZED STEEL, ASTM 653. TENSION LEVELED, DEAD FLAT, -.r - _ --- r __---j -r- _ 12 O F 4 01 - 3 3 4 - 4 0 57 1 X SYNTHETIC WOOD WWWARCH EIVG.COM 1-87A- GA 3Q132 MINIMUM SPANGLE, EXTRA SMOOTH - 8 RAKE TRIM [C3] _ 1-877-226-6791 COLOR: STEELTEC N0. 900 "TA WHITE" -- -X7 METAL COLUMN SHROUD ENCLOSURE - _.—_. SUPPLIED AND INSTALLED BY STEELTEC, LLC. _-X8 METAL PILASTER ( 5 REQ'D-)--- -- - X9 METAL CORNER PILASTER (4 REQ'D) --- _� - X10 METAL FASCIA PANEL SYSTEM ---- X11 -METAL FRIEZE BOARD PANEL X12 VENTILATION LOUVER (3 REQ'D.) HALF LOUVER --�- -- -- _ - - - - - - W/ GABLE END ATTIC VENTILATION 34" DIA. -- OPEN W/ INSECT SCREEN - WHITE FAN (2 REQ'D.) ATTIC VENTILATION FAN TOP STEEL "NUTONE" #GF1200 - 1/9 H.P. 120V - ( REFER TO ELECT. DWGS FOR FURTHER INFO. Y EL. ; 11'--11 A.�. i - X13 ALUMINUM GUTTER SYSTEM SEE A7.2 (SECTION 07300) 6" GUTTERS - 3" X 4' DOWNSPOUTS - WHITE BOTT FRIEZE PANEL i 0-9 1 2 A.F. Xi4 PROVIDED BY G.C. - --- 7 A5.1 A5.1 --- CUPOLA / WEATHERVANE-- --- - CUSTOM FABRICATED —^- _ - - — — - --.----- X _ (REFER TO DETAILS ON SHEET A4.4) — BRICK VENEER COLUMN KB'Y PLAN X15 RAILING SYSTEM (VINYL) CERTAINTEED CORPORATION - 'EVERNEW" VINYL RAILING SYSTEM BASE W/ SLOPED PRE- - ALUM. DOWNSPOUT -- RUN DOWN ( CAST CONCRETE CAP K9 - P.O. BOX 860 r �. ,. &TIE INTO ON-SITE U.G. DRAINAGE SYSTEM VALLEY FORGE, PA BALUSTER - SQUARE „1. 1/4 x 1 1/4 - WHITE _ VALLEY TOP RAIL -- OXFORD T RAIL. ( 8' LENGTH) WHITE _ X9 ( TYP. 3 PLACES C� REAR OF BLDG ) BOTTOM RAIL - 2 x 4 (8' LENGTH) -- WHITE 1-800-233-8990 STRUCTURAL NEWEL POST - 4" x 4" x 38" - WHITE - - 6" x1'-6" CAST IN NEWEL POST CAP - NEW ENGLAND CAP - WRITE zi POST BASE TRIM - FOR 4" x 4" POST _ WHITE PLACE CONC. CURB O FLOOR LEVEL ; . SUPPORT PIPES, RAIL PLATES, EZ- SET BRACKETS & ALL FASTENERS'. • -:--„ --- __ AS REQUIRED TO MEET BOCA, SBC AND IBCO GUARDRAIL SPECIFICATIONS. W— k CONTROL JOINT X16 WALL 51GNAGE CUSTOM FABRICATED SUPPLIED BY OWNER I ( k XS X8 k INSTALLED IN FIELD BY G.C. BOT. OF FOOTING J [� �� - - - - -- - _ _ - - T � - - -- - - _ - - � - - - � � Y . SEE STRUCT. .ALUM. DOWNSPOUT �• RUNDOWN REINF. CONC. SSDEW;4LK,"`•- FACE OF MTL. PILASTER & TIE INTO ON-SITE U.G. DRAINAGE SYSTEM LINE OF CONCRETE FOUNDATION RIGHT SIDE ELEVATION SCALE: 3/16"=l" 0" i R.�'VISIONS" . ; a NUMA,�'R RE'�IfARXS DATE V _ X14 : A4.3 ALUM. OFT CUPOLA FLASHING ® C X3 v -CONT. RIDGE 'VENT RIDGE Y EL. - 29r2"t A.F. A. w — P�tO,T,r '` TITLTi • r.. . . _., . :�... .. ... ...:. .. ... :....�:. .,, ... ,.._ . ,.. .. _.. :1. . : ,__...-.,..,. .. ...:, _ .:1..:.. . _.. . . .:::: . 777 f 8, QI� 0�1, .GSSgC EISB 5 TOP STEEL - X13. - 1 A.I".1� EL. = 11 9 STORE #1 67 CBOT. FRIEZE PANEL - - - - — Y EL. _ '10�9 9 2 A.F. 5 794 SPRINGFIELD STREET - --- WA MA . FLOOR LEVEL SIDEWALK DRAWIN TIT T _ REINF CON REF. EL. = O --O - - - - - -.. ._ - - - - - - - __ — _ _ — � __ - - - G _ - - _ - _ _ _ _ EXTERIOR ELEVATIONS SOT. OF FOOTING -- = - - - - - - - _ - - - - - - - - -- - - - ._. ._:. _-.. _. -- - - - - - - - - - - _._. ....... - - - ...... ...._ - _ _ __ � - - - - _ _ -. -- - O bATE PRDJ N0. _ ,,, FEB. 12, 2002 0171 Y SE EL E STRUCT. _.. - - -. _ __ - __ �. ._ ._. -. _-� - - - -- --- - r - LINE OF CONCRETE FOUNDATION ALUM. DOWNSPOUT' -- RUN DOWN /� DR.4�Y°N` BY CHECKED BY WALL & FOOTING BELOW GRADE - TYP: &TIE INTO ON-SITE U.G. DRAINAGE SYSTEM CDA CDA ( TYP. 3 PLACES C� REAR OF BLDG ) DRAWING :NUMBZ,R REAR ELEVATION SCALE: 3/16"=V-0" A3 . 2 f' •10 i ' I i i • r } 1 i r A . ro FOR * ' • i 0 o o 0 {///�r�� o 00 -0 )o o t E i ' } { 'q SITUATED - AT i MASSAC 0 owl AI IBM am S G & ' q } �l I . 1 PREPARED BY: C5 e Ij IkA Gi WA- W t`M :rill;• +� � � �7 -,'ill, i �'. 7 r {•• C� •• ■ + • r I- `,y/�y;.�} D r '� .'�..:yr•o-•�•• � '(�� • � '� Y. � Z•■fir a`�• ` ■ 7 T � `�V 1 / �� C� L 1 r , r • ♦ i \ ■ ,�t5�E'�, ,, _ :;',x`' . • • • .•■ GAROFALO & ASSOCIATES, INC. ";,h` I` 'r: •" `�'+ �y ��", r. �~: � ; :� `�': `�' •M• r CIVIL do STRUCTURAL ENGINEERS SURVEYORS �x r l` ,, f , �•, •�� ' " ,;:;r' :�.�', .• • , LAND INNERS\ENMRONMENTAL SCIENTISTS P.O. BOX 786 PROVIDENCE, R.I. 02901 _ 1-401 273-600{� ',f � F.. r� sl r � r • ti -t. •l 2 3� LAYOUT Pq" ' ;-^ Feeding, i " . .:Via► ;, w _' 3 GFUDiNG AND FLAN _ ^....,'� •_ ,. ., � �,.� r ,• . , _ .I-'- ,.:r 4 DaNrwuu,. PLAN 1 q _ . . ■ _` APPLICANT *. � •* 'd+•Y� a i : •.. i �-.�i" 6 DRTAIL PLI��T y,,,. � '� t, ,� � '�`; Rai ••.•"�e n• �� - r )'r '; • A',�'�l�' '\ J �: '.sn ` r'1 �� t y„ � ;/I rli� '�• ,� j;'•, �_ fi��.�� •yam ,'.''�� , ', CUMB A " D F A S a F- I It LOCUS MAP 777 Dedham' street Canton , Massachusetts 02021 NOT TO SCAB ' ISSUED FOR PERMIT ON E Fr Sir 1H ANS i JOB NO. 57l�0\SM rag"WCJA1�'` 9002 ° . );III. ftv rG12 _ N/F Canty,L905 MAP Deed BonnieBk 3601, Pg. 56 �� IP(fd�) NOT TO SCALE \ / �♦ �1� ,/ rG12 2 cj, 40 � k nCe 1.3'_~ - ° N/F Q6� i en -_ �Y Francis S. Murphy, Richard Whitehead, N/F & Lois Sweener , ''�� ♦ � `'� � '�04 Deed Bk. 8461, Pg, 227 Timothy F. & Susan M. �f 20�F-----" ea `� E Hamlett 1i5a Deed Bk. 9172, g. 520 Eti 5.8 ♦ "W- Few Grass/Lawn � ♦ p°at w%Fence �O / Gross/Lawn Grass �t G12 Grace/Lawn wpst Q,pB, / [3 / /I„awn �� • 7 1� �� ,� N7F �' St F� Of hga `��` it Stanley J. & Alice K. ' ''r6 Y,sty, �7.5' ' % Peter J. Smus << nc� A ges -� c Kielbaso the��°9e� �ry � Deed BI�. 9172, Pg. 560 o •� ��o Grass Lawn k' g IP(fd) s / Deed Bk. 7997, P 319 ( d St a`/ \4# 2-sty, w/F x� ' 784 Springfield St. Q�e. `; r Q�c 0t a� � IP(fd) ��r a p°'ch ♦, ?� C� i o Gov�t�e p�G '�1p�` F 11.5 IP(fd) r+ ryp,� Gross ow Ckuste` ,`�S Q ..2�!2---_.____•_ ___ °P�,fir`' �• �, 17.3' Gross/Lawn , °<e of Trees Grass/Lawn & St ! , 5ti `♦ r1 21.2' \°C'- S'�' �� k 13.6' Gras/Lawn ! �' o. ° .e\a °n, d � \ C°nc "f i �� ` �, �`I* y,54�y -- ' f �e'�e G�<e ��YY ' par A , •'� \ e �9 Cr,\o r, eery �. �P(fd) 25.5' ch oa �� ` �` Jt° `F �, �-- 0`� 0 �� \ 'CJ _ A— 000 Bit. 11 ♦ i , fie* � Y Conc'- e `♦�., 1 / Grass/Lawn 24.6, i 24" Tree `� �d�` a fBollards(typ. J,� Y !,! DETAIL ` C-'o ° f .ram NOT TO SCALE U ♦�♦ ,c'Ov ` ��dQ e s�� Bit. Driveway !�/$it. Driveway _��'00 �`� a �p�' ''000e /�i �p 18. , o o o' 6 i GJ ' i �co i lo 40 Monitoring / PARCEL DATA � '�� Grass/Lawn �� Go ;o�,a Bit. JQ / • 9� � �, , F cone. rG1� Q Q i. / e �*�'�+. �J` Q8� bA.P. G12, LOT 7 c Bit. Sri `de N/F IP(fd) �vj4#7 S�J �i /AP. �- `� e`f N/F Conc. y G� aaa••� 3� S/ 0`'`' G�c �' PETER J. SMUS NOTES- � /�• 'e � �i�tp Ord --V_S,H, Realty, Inc. &� �.ti ��[ �101 � , DEED BK. 9172, PG. 560 �— � (t -zo3' ~ Deed Bk. 41$t3;-Pg ID3 -'� t\o t ` s #12 WITHERIDGE STREET 1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION �� , `,`g°� ,f 'j" - __ - OP LOT AREA: AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND dot -�ra�t " �� 6j ��G o�o s 12,521 S.F.f OR UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER 1N SERVICE OR ABANDONED. er' o� •]• Nd�`�O� `� Qti o�h 0.29 Ac_f THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN "r 4 �e THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS �� s' • ei�a� ` ' A.P. G12, LOT 8 ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY ` p2ar S �� \, �7 V.S.H. REALTY INC. LOCATED THE UNDERGROUND UTILITIES. (PLEASE CONTACT DIGSAFE PRIOR TO CONSTRUCTION 0 r y8) Vo DEED BK. 4189 PG. 103 1--'888--344--72-33) ` � G�c'o.� � #794 SPRINGFIELD STREET s 2. PROJECT BENCHMARK: RIM OF SEWER MANHOLE LOCATED AT THE INTERSECTION OFF God°• LOT AREA: . \ �o � / KENSINGTON ST. & SPRINGFIELD ST. -- ELEVATION = 204.28. 12,558 S.F,f OR YrG 3. PARCELS ARE LOCATED WITHIN FLOOD ZONE "C"(AREAS OF MINIMAL FLOODING), AS SHOWN ON ` ~�� s g 0E :�H F.E.M.A. FLOOD INSURANCE RATE MAP FOR THE TOWN OF AGAWAM, HAMPDEN COUNTY, =2o2.s '� MASSACHUSETTS, COMMUNITY PANEL NO. 250133-0001A, HAVING AN EFFECTIVE DATE OF FEBRUARY 1, 1978. D.) - -,,,, ,�P90�� CB DATA REFERENCES: �� a O` R-202.36 HAMPDEN COUNTY PREPARED FOR V.S.H. �� BUSINESS A - (LC7CUS) MA 1, PLAN OF LAND IN THE TOWN OF AGAWAM, „' 1976 \`' ..�Y -/ '-I ' � � & �� SETBACKS: REALTY, INC. BY DURKEE, WHITE, TOWNE & CHAPDELAINE, SCALE: 1 =20 , DATED APRIL 6, 0, - FRONT - 35' (NOT ON FILE) �r�. q�c� SIDE - NONE* /'4 REAR - 25' s 2. PLAN OF LOTS OWNED BY C.H. ANNABLE AND D.D. NIMS, AGAWAM, MA,,,SCALE: 1"=60', BY �` MAX. BLDG. HEIGHT - G.N. MERRILL & COMPANY, DATED OCTOBER, 1908, P.C. 621. 0` ° wG 45' OR 3 STORIES* � f ' MIN. LOT AREA - NONE* 3. PLAN pF LOTS OWNED BY FRANCES j. CALNAN NEAR FEEDING HILLS, SCALE: 1"=5D°, .DATED MAX. LOT COVERAGE - 50 JULY, 1903, PLAN BK. 2, PG. 44. _ AGRICULTURE 4. PLAN OF LOTS OWNED BY MARY SHAW NEAR FEEDING HILLS, SCALE: 1/2"=100', DATED JULY, ° SETBACKS: 1907, PLAN W. 2, PG. 26. WG FRON T - 35' 5. PLAN SHOWING RELOCATION OF WEST, SOUTHWICK & SPRINGFIELD STREETS, AGAWAM, MA, FROM SIDE i 5OTHER*BLDGS. - 100'* - SURVEY MADE IN 1899, SCALE: 1"=80', DATED FEBRUARY 4, 1901, BY J.K. BARKER, ENG., BK. 13, REAR - 20'* PG. 165, COUNTY COMMISSIONER RECORDS. MAX. BLDG HEIGHT - 46 35' OR 2 1/2 STORIES(50' MAX.) MIN. LOT AREA - 20,000 S.F.* MAX. LOT COVERAGE - NONE* MIN. LOT FRONTAGE - 120'* *-REFER TO CITY OF AGAWAM, MA ZONING ORDINANCE FOR FURTHER INFORMATION. CERTIFICATION: „OF REVISIONS REVISIONS SQUARE FEET 7 !94 Springfi (E:-,Ici StrE�� E-:- t CERTIFY THAT THIS PLAN AND SURVEY CONFORMS TO ACRES AGAWAM M A S S A C H U A E T T S THE ETHICAL, PROCEDURAL AND TECHNICAL STANDARDS SAMU&A r FOR THE PRACTICE OF LAND SURVEYING IN THE VWaITE,JR. N GIROPLO OWNER/DEVELOPER COMMONWEALTH OF MASSAC USETTS. No.�5W SCALE 1 =20 1 GAROFALO & ASSOCIATES, INC. V# 0 '` FWi57 ��Q�`� feet ( CIVIL & STRUCTURAL ENGINEERS\SURVEYORS DATE 11-12-01 bVA ��t { � Li�►>,9s r o �0 20 ao so +2o LAND PLANNERS\ENVIRONMENTAL SCIENTISTS Store# !?l71 ,`�3 @1� �1�1 ] �� REGISTERED PROFESSIONAL LAND RVEYOR DATE 1 = 20 P.O. BOX 786 PROVIDENCE, R.I. 02901 t�lli DU ) U C�f(J1J1�! 0 5 10 2a 30, meters 1-401-273-6000 777 Dedham Street Canton, Massachusetts 02021 2 WILLOWBROOK ROAD CROMWELL, CT 06416 1-860-632-0567 SURVEY P L A N 0 INSTALL "BOARD TO BOARD" FENCE 5' , OFF PROPERTY LINE WITH LANDSCAPING NOTE: BETWEEN. COORDINATE WITH ADJACENT EXISTING ZONING LINE OWNED FOR FINAL FENCING AND ' SCALED FROM ZONING • LANDSCAPE PLACEMENT MAP ONLY � ' • �� 4 Vol, & DEVELOPMENT SUMMARY ASSESSORS MAP G1 2 LOT 7 c °a ZONING: BUSINESS A REQUIRE D EXISTING PROPOSED PROPOSED "BOARD TO BOARD" FENCE 1.00, TO �@ CUSTOMER SERVICE PAD SITE DATA (6' HIGH UNLESS NOTED, TYPICAL) ZONE LINE (SEE DETAILS) PROPOSED "BOARD TO BOARD FENCE 46 HIGH LOT AREA N/A t12,521 sq ft 25,079 sq ft q� , Fend UNLESS NOTED TYPICAL) �NARe�E �`�� p°St Fenc �SIGNATED LAND USE N/A Retail SAME ,� ,��` ,o p°Ut PARKING SPACE w/ Fuel Pumps 14.4% 4 (TVP) 46.00' 7a sxj wC BU1LD1Nc LOT COVERAGE 50% MAX 9.8% (INCLUDES CANOPY) CAMERA L F : DIMENSIONAL REQUIREMENTS EXISTING BUILDING J� TO BE REMOVED VENT µ'` 8/T ehC� S'ppo Al I F1 FRONT YARD 35 ft 8.5 bldg- canopy RISER {.,�-� C s 48.5 ft 100.7 ft 35.0 ft bldg. bldg. canopy 12'W x 22 5 R ` �c� ' '' �b ?p O '� HI REAR YARD 25 #t 'L CON � 21.2 ft 26.0 #t 122.2 ft DU�PSTER PAD aw ? C ) �,� �4Np bldg. Bldg. canopy SCR G FEN (SE 6pb;. y;'"'':G -" '� � 'ti G��' SC,gp� PROPOSED SITE SIGN SIDE YARD NIA 54.9 ft 1.0 ft 25.2 fit ' D .�. ,.� x �� ":.-: �'� P� / 5.00' MIN FROM - :`. �' Q ,� ?0 so PROPERTY LINE h�Opl,'F� bldg. bldg. conoPY SITE LIGHTI RE ` '`''`'". '` 16' WIDE �► '4N 04 SIDE). SEE SIG HEIGHT 45 ft (3 STORIES) t 20 ft 14.50 ft 17.33 ft 4 � Q �. k { ) I HANDICAP -� .00m, Q SPACE WITH RAMP SEE DETAIL x Hl otf' i MIIa D AND SiGNAGE FO ISLAND. OPY � Gr STIN GHTiNG _` (SEE DETAILS) AN ON PAD k �' tRO REMAIN � !.S OUT be TAPER PATTERN �Y FENCE s Mn3' SITE PLAIL NOTES { )a BERM ards(tyBDUMINOUS NOSING p 8EGIN VERTICAL CURB o CONCRETE , QQ��bp�e O,`• Bar LOADING" 1 { ) �� R— (MATCH EXISTING) 1. ALL METHODS AND MATERIALS USED 1N THE CONSTRUCTION OF 4vp S 0 ` 1 - ay AREA o, wqy O �� , 'o� r�� ?� �/ - P(TYp�T G4, r IMPROVEMENT FOR THIS PROJECT SHALL CONFORM TO THE CURRENT ` �✓ • ,o �Nas �! o / ( , y� ,o b Jta ♦�y0 ��P FF,O MHD STANDARD . TOWN OF AGAWAM CONSTRUCTION SPECIFICATIONS. WHERE THESE �9 �� W L 9�� G o =4 ��Qg � oa HANDICAP RAMP STANDARDS DO NOT ADDRESS CERTAIN ITEMS, CONTRACTOR SHALL ` �� $e, ( REFER TO THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION �% �'��; �'° � o �� - DIS Cd R IstAND' d HIGHWAY DESIGN MANUAL, JANUARY 1999. STANDARD SPECIFICATIONS, s o /le ) °6o od P R� AND TO STATE BUILDING CODES. 2. EXISTING BUILDING AND OTHER SITE FEATURES SHALL BE REMOVED "'0 eE NrRq R=4! i 18.62' 4.00' �y t� �o��- AND DISPOSED OFF SITE (SEE GRADING & UTILITY PLAN). SEPARATE coo NcE �, TO Bit, WHITE PAINT DIRE �,�� PERMIT MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR s�0 R-35' ry `�\ EXISTING Co ARROW (TYP) 0� ' a�,c• OBTAINING ALL PERMITS WHERE NECESSARY. c� PUMP G,A� G (:g 4r6 � D a< .� - PROPOSED VERTICAL FA �3d�po R—, ro?o ff, J a CURB (TYP) 3. ALL SIDEWALKS AND RAMPS INDICATED SHALL MEET ALL {3) PROPOSED UNDERGROUND TANKS � REQUIREMENTS OF THE AMERICANS NTH DISABILITIES ACT OF JULY 1991 DOUBLE FIBERGLASS Ehrpi Nr R'12.5 t.' 9s ,,�,,fi TITLE II, TITLE III, AND ANY STATE, COUNTY, LOCAL OR OTHER Qr°'t G �� 5� REMOEXISTIVED TO �, APPLICABLE LAWS. RAMPS SHALL BE PROVIDED WHEREVER AN TOP OF TANK f3-D BELOW GRADE `, , \ REMovED g ACCESSIBLE ROUTE CROSSES A CURB OR IS PART OF AN ACCESSIBLE (1) 12,040—GALLON; 96 DIA. X 3T-1/2 LONG � • o� (1) 10,000—GALLON; 96"DIA. x 31'-- 6 1/2" LONG A� �l� 'P�� C2\ P�G� B R �GAS ROUTE THAT HAS A SLOPE OF 1:20 OR GREATER. THE RAMP SHALL 1 END CURB s- e.� � oS� HAVE A MINIMUM WIDTH OF 36 INCHES, A MAXIMUM SLOPE OF 1:12, ( ) 6.p00—GALLON: 96" X 2s'-1/2" LONG j� (SEE TANK INSTALLATION DETAILS) G� 2'x5' TREE AND A LANDING AREA OF NOT LESS THAN 60 INCHES. (SEE LAND APE P 4. DIRECTIONAL SIGNAGE SHALL CONFORM TO THE MANUAL OF 8. • �� o� O e� [oq'�c£ — �G �, 84 TO CANOPY 7' CON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). (TYP) WO WG MHD STANDARD HANDICAP RAMP rNI-1 (TYP) SEE ADDITIONAL NOTES SHEET 3 - R=202.8 p . del 1� POSITIVE LIMITING 00 50 BARRIER (TYP) spa �e 79"-8.25" COLUMN 9' x 3' RAISED PUMP WO f�11� (TYP) ISLAND (TYP) �•� o WG �. CANOPY CO BETE 0 1 PAD , ZONING DATA 60.00' 0 CANOPY BUSINESS _ o SETBACKS: • � w� � ISLANDS � 0 4d '0 FRONT - 35 d aaj 00 o, S3DE - NONE* 0 1 REAR - 25' PARCEL DATA FACE CONORY MAX. BLDG. HEIGHT - 45' OR 3 STORIES* -- MIN. LOT AREA -- NONE* A.P. G12, LOT 7 00 MAX. LOT COVERAGE - 50% N/F PETER J. SMUS 26.56' 4" DIA. ISLAND AGRICULTURE DEED BK. 9172, PG. 560 33� ISLAND (TYP) ISLAND BARRIER (TYP) SETBACKS: #12 WITHERIDGE STREET 9. FRONT - 35' LOT AREA: OTHER BLDGS. - 100'* 12,521 S.F.t OR SIDE -- 15'* 0.29 Ac.f AR _ '* MAX. BLDG HEIGHT - A.P. G12, LOT 8 DISPENSER AREA 35' OR 2 1/2 STORIES(50' MAX.) N/F LAYOUT DETAIL MIN. LOT AREA - 20,000 S.F.* V.S.H. REALTY, INC. ° 0 MAX. LOT COVERAGE - NONE* DEED SK. 4189, PG. 103 MIN. LOT FRONTAGE - 120'* #794 SPRINGFIELD STREET LOT AREA: ISSUED FOR PERMIT REVIEW ONLY *-REFER TO CITY OF AGAWAM, MA 12,558 S.F.± OR ZONING ORDINANCE FOR FURTHER 0.29 Ac.t INFORMATION. REVISIONS 12,564 SQUARE FEET 794 Springfield Strut &RCPID OF�i{q 03/18/02 ARROWS, OFFSITE WALKS, NOTES PER TOWN 0.29 ACRES AGAWAM , MASSACHUSETTS 003/28/02 PARKING, TREES, FENCE&GEN, PER SPR. OWNER DEVELOPER AL SCALE 1"=20' 04/02/02 DISPENSER AREA k CANOPY LAYOUT V 0711 GAROFALO & ASSOCIATES, INC. t] IL 08/22/02 TANK LOCATION DATE: 02-04-02 feet CIVIL & STRUCTURAL ENGINEERS\SURVEYORS 9174 501"e 67 0 10 20 40 80 120 LAND PLANNERS\ENVIRONMENTAL SCIENTISTS F r O9/15/nz FENCING/SCREENING AND DISPENSER PAD Q _ a I P.O. BOX 786 PROVIDENCE, R.I. 02901 09/27/02 RELOCATE HC SPACE Ui�21� JOB N0. 5790 5 10 20 30 meters 1-401-273-6000 - p[ / GAS STATION 85852067 777 Dedham Street Canton. Massachusetts 02021 DWG 5790-SdedmonTonk-BASE i 2 WILLOWBROOK ROAD 860 632—fl 6W7 LL, CT Os41$ �a _1038 SITE LAYOUT PLAN SHEET 2 1596 1 0 GENERAL NOTES EROSION CONTROL PLAN NARRATIVE 1. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST 1. STOCKPILES OF EXCAVATED MATERIALS SHALL BE AS BE AVAILABLE AT THE CONSTRUCTION SITE. DEVIATIONS OR CHANGES SHOWN OR AS DIRECTED BY THE ENGINEER. SILT FENCE WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/OWNER. SHALL BE PLACED AROUND THE PERIMETER OF ALL STOCKPILES. ALL AREAS UTILIZED FOR STOCKPILING SHALL BE 2. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RETURNED TO THEIR ORIGINAL CONDITION AFTER REMOVAL OF RELATIONSHIP TO THE EXISTING SITE SURVEY, THE CONTRACTOR THE STORED MATERIALS. SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL 2 THE EROSION CONTROL MEASURES SHOWN AND DETAILED ON SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF THESE PLANS SHOULD BE CONSIDERED THE MINIMAL ACCEPTABLE ANY ERRORS, OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR STANDARDS FOR THE PROJECT. IT SHALL BE THE CONTRACTORS \` PROCEEDING WITH WORK. RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE \ / WHATEVER MEASURES ARE NECESSARY TO INSURE THAT THE / 3. METHODS AND MATERIALS USED IN THE CONSTRUCTION OF SITE AND ALL ADJACENT PROPERTIES ARE MAINTAINED IN A - IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CURRENT , sta ' INSTALL SILT FENCE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE TOWN OF CLEAN, MUD AND DUST FREE CONDITION AT ALL TIMES. t sr' cko y ---_- ADJACENT TO WORK AGAWAM, MASSACHUSETTS. Chen, ` �-205--��_ ARIAS (TYP} 3. ALL SILT FENCING SHALL BE PROPERLY SUPPORTED BY STURDY nc HANDICAP SPACE SHALL BE STAKES AND WIRE FENCING AND TOED INTO EXISTING SUBSTRATE c 41 e 3� `� s enc - v �a s� GRADED AT 2% 4. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND MAXIMUM SOILS. HAYBALES SHALL BE SUBSTITUTED AS DIRECTED BY THE SLOPE IN ALL DIRECTIONS LOCATE ANY EXISTING UTILITIES SUFFICIENTLY AHEAD OF ENGINEER. HAYBALES SHALL BE TOED TO SUBSTRATE SOILS a�, CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF NECESSARY. THE AND STABILIZED WITH STURDY STAKES (TWO PER HAYBALE). 204------- EXISTING SHRUBS To EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS o GRADE AREA TO BE PROTECTED DURING MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS 4. ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, WITHERIDGE e Grass/L n CONSTRUCTION REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE PAVEMENT OR OTHER GROUND COVER SHALL BE PLANTED WITH STREET °� F UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT OF GRASS ON FOUR INCH (4") THICKNESS OF TOPSOIL OUTSIDE OF Grass/Lawn Grc, �1�awnst Inca Q EXISTING j UILDING, RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL THE BUILDING AND ROADWAY ENVELOPES. IF SEEDING CANNOT Grc0s/Lawn st APPURTENANCES TO BE BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXISTING BE COMPLETED IMMEDIATELY, DISTURBED AREAS SHALL BE 2038. I -- REMOVED LAND DISPOSED UTILITIES DAMAGED DURING CONSTRUCTION. STABILIZED WITH A SPREAD HAY MULCH (APPROPRIATFI Y ~ �� - ANCHORED) EXCELSIOR EROSION CONTROL MATTING, OR OTHER j ° ---T�. 5. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR ' `,�,._ G afti� NONEXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY SUITABLE STABILIZING COVER. ors��s CLEANOUT ~ O r Inc a9e� `��_1 rli ry, t, INV-199.0 {MAX} �, ��,� 40 , �,• CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE 5. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND . os x� Grass/Lawn I' ,EXISTENCE AND LOCATION 0F, OR THE NONEXISTENCE OF ANY AFTER EVERY SIGNIFICANT RAINFALL FOR PROPPER FUNCTIONING. �, � ,•. ,i. -�,, �, 2-Sty, W/F EXISTING PAVEMENT TO UNDERGROUND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE MAINTENANCE AND REPLACEMENT SHALL BE THE RESPONSIBILITY EXISTING BUILDING, 764 Springfield St, REMAIN IN PLACE FOR NOTIFYING "DIG SAFE" AT 1-888-344-7233 AT LEAST THREE OF THE CONTRACTOR, FOUNDATIQ AND GRAD ROUN PUMP \ y DURING CONSTRUCTION / APPURTENAN �? BE :� o �� ..:` LA D)D P (TYP) \ FOR ANTI-TRACKING BUSINESS DAYS PRIOR TO COMMENCEMENT OF EXCAVATION. ALSO, � .. , J REMOVED ANI�, DI Q ` �O i �\ f- ; _: y�e �5 �G + THE CONTRACTOR SHALL CONTACT DOT AT FOR AS 0 -Slh ��' �• r _\Q• ''... G�`��t� Q Crass/Lawn `�� 24 g UNDERGROUND UTILITY LOCATIONS FOR SIGNAL EQUIPMENT. O y. �- of Trees k� ------------� 6. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UTILITY INSTALLATION NOTES Grass/Lawn �' b� � UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION .:,.,_{�,. � __, v-".r..:`;: � • ' �� .�� '�• APPROXI � � Al Gras /Lawn A.��' ... _ .. h II F4 G anc a ' ` + /Grp�� _ OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN :.:.'•,:. z - +�` ' ��' TYP) \ 4Q, ,,ta TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR 1. ALL DIMENSIONS ARE TO FACE: OF CURB AND FACE OF 'a. .: ` =:;r•.:.; <r /$ :�� . �� SV k .ae o�" BUILDING CENTERLINE OF STRUCTURE OR AS NOTED. q i .:. t._::::• ,.:•� a� �` y' e . r� gA � j S / , DEMOLITION. ALL WATER, GAS, SEWER AND OTHER UTILITIES SHALL BE ' ng ,.,lr 8 to IAA 203.6 \ � ��' - MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 203.9 .! ' " i� ,-.' . � F 4_ `,\�v R L} B,t 2. PROPOSED DRAINS SHALL BE REINFORCED CONCRETE PIPE Cone'' ,�' ' 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH (RCP) OR SMOOTH INTERIOR WALL HIGH DENSITY ti''".: :_ ° -� 1' MATCHING MATERIALS, PADRIVEWAYS, A POLYETHYLENE PIPE HDPE AS MANUFACTURED BY ADVANCED �• Grass/Lawn q ':= . >: O ,� �' �_ ards{typ.} ♦ to M TC G MATE I LS, ANY PAVEMENT, WALKS, WALLS ( ) MQf� �` / 24A Tre p� 8 �i �f ,'202 Z ♦♦ i � ,' CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING DRAINAGE SYSTEMS, INC. (ADS) N-12, HANCOR HI-Q, OR �` / ` ° s CONSTRUCTION. APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE ,`�/o-.,r ��\ `� / Q/ 3" VENT Ir�...F_- \ L=( , \ 'L� / ♦ 2T p'L �g 2 ■` 1 f9 E"K• ivewli �veway 'P �` e '� ✓ O� / i"r 5 } /�g �i rc QPOSED �\ it pr WITH MANUFACTURERS RECOMMENDATIONS. COPPE(t WATER VICE. ,- o / Q �� Gib �� S ,' 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND (SEE NOTES THIs1SH _ COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND �+ 203.8 a ` / OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY _ o / o f �19 COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF `�� CB CRATE S �' ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY FOR THE PROTECTION AND SAFETY OF THE PUBLIC, SHALL BE INV-199.60 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; PROVIDED AND MAINTAINED THROUGHOUT THE CONSTRUCTION. Gr /Lawn �� 13i . AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD / e i�♦" 5 �j � •` 4�� .0e a.. � - � N a\� THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL 4. THE CONTRACTOR SHALL COORDINATE LOCATION AND �\ 1 ♦ w CUT EET LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE INSTALLATION OF ALL UNDERGROUND UTILITIES AND Sit . i ATCH. G PA APPURTENANCES TO MINIMIZE DISTURBANCE TO CURBING, r� \ Conc. 'r , PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY PAVING AND COMPACTED SUBGRADE. /C�y s W3 2 J 5 IC o�G ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ' )t♦ Cur 203.E 2��.6 110 LF 12 RCP PROPOSED SEWER s \ g''tAa S=0•s�t ENGINEER." 5. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, SERVICE CONNECTION �S `\ �� rty�• \ �� FEDERAL, AND LOCAL CODES, AND ALL NECESSARY LICLNSES (SEE DETAILS) (3) PROPOSED UNDERGRO'UND_TANKS `.�oe�,�' �# y ~�� ♦`� �� e �, PROPOSEOUBEE F 9. DISTURBANCE OF SOIL SURFACES 15 REGULATED BY THE STATE AND PERMIT SHALL BE OBTAINED BY THE CONTRACTOR AT HIS DOU WAIF FIBERGLASS wote" Tart 8 xfi TEE I �� ° FUEL L 1`S (WES FIB PI LAW. ALL WORK SHALL COMPLY WITH THE STANDARD ESTABLISHED IN EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE TOP OF TANK 1- ;0' BELOW GRAD�� tiro; �Jt �,f o� 4 00 CO- WI PIPE THE DESIGN MANUAL TITLED "STATE OF MASSAr'.HUSETTS GUIDELINES (1) 12,000-GALLON; 96"D1 X 37'-1/2" LON ♦ e�'° �G CO G RD FOR SOIL EROSION AND SEDIMENT EROSION CONTROLS", AS AMENDED, OWNER/DEVELOPER. 1 10,000-GALLON; 96"DIA. x 6 1/2" LONG °♦ �,a S o S WHICH SHALL BE USED AS A GUIDE IN SELECTING AND INSTALLING 1) s,0ao-GALLON; �s" x 2s'•-fi ' LONG s\ \ c� �� t�' �` � 5 { ) 6. THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR { EROSION CONTROL MEASURES.(SEE TANK INSTALLATION DI~TAI NON-EXISTANCE OF UNDERGROUND UTILITIES. PRIOR TO ANY \s �\ ��,g$� r � _� . `S `tom ♦ ExISTI LSI, NDS CONSTVERIFYRUCTION OR THE EXISTENCE AND ION, THE LOCATIONCOF OR TORTHE SHALL \ AND 111�{PS B EMOVED NOTE: ' ` - r CB �1 S D D OS OFF-SIM PRIOR TO ANY INSTALLATION NON-EXISTENCE OF, ANY UNDERGROUND UTILITIES. THE REMOVE AND DISPOSE ALL PROVIDE UNDERGROUND POWER \S �" = OF ANY SEWER, WATER OR CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "DIG--SAFE" EXISTING SITE ELEMENTS TO LIGHTING ELEMENTS TANKS s ca ' INV=199.00 2') DRAINAGE LINES THE (TYPICAL} AND PUMPS AS REQUIRED WG INV-199 ') CONTRACTOR/OWNER SHALL AT LEAST THREE BUSINESS DAYS PRIOR TO COMMENCEMENT OF (REFER FINAL ELECTRICAL MH s EXISTING TANKS AND SLAB TO CONTACT THE TOWN OF EXCAVATION. RCP BE REMOVED AND DISPOSED PLANS BY OTHERS) CONSTRUCT CA BASIN =202.8 - 5�, '5 0x OFF-SITE AGAWAM'S ENGINEERING OVER EXISTING DR N s ,�$ DIVISIONS, 786-0400 x275/8. 7. THE INFORMATION REGARDING FUEL TANK, FUEL LINES, NO PIPING/APPURTENANCES AND DISPENSER ISLANDS IS PROVIDED SOLELY TO IDENTIFY INV (EX} = fi9 3..� 5� 5 � WILL BE INSTALLED OR a �\•' MAJOR ELEMENTS REQUIRED FOR INSTALLATION. CONTRACTOR {VERIFY} / .� ,\.9 �g BACKFILLED WITHOUT THE \ GRATE _� 7 , PERMISSION of THE DIVISION. SHALL BE RESPONSIBLE TO IDENTIFY ALL REQUIREMENTS OF INv�18 ,{t2 ) #EooNTRvcT BASIN �9 CONNECT TO EXISTING DRAIN. THE INSTALLATION TO COMPLY WITH LOCAL, STATE AND \ WITH_MANHOLE COVER , s �' g��, CB REMOVE SEDIMENT AND FLUSH LINE TO MAIN FEDERAL REGULATIONS. .AN15 RAISE TO GRAD v �(9- R-202-3V STREET. CONTRACTOR SHALL NOTIFY GINEER IF NO OUTLET IS IDENTIFIED, AND INSTALL NEW 12" RCP DRAIN AS WARRANTED 8. SANITARY SEWERS SHALL BE SDR35 PVC PIPE. BY FIELD CONDITIONS OR AS DIRECTED. CLEANOUT SHALL BE INSTALLED AT BUILDING FACE (REFER PLUMBING PLANS FOR ALL WORK WITHIN 5' OF THE BUILDING). ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE a WG CONSTRUCTION SEQUENCE; STANDARDS OF THE TOWN OF AGAWAM PUBLIC WORKS REGULATIONS, STANDARDS AND SPECIFICATIONS. 1. SCHEDULE AND ATTEND PRE--CONSTRUCTION CONFERENCE. ' 9. PROPOSED WATERLINE SERVICES SHALL BE TYPE •�_ - 2. INSTALL PERIMETER EROSION CONTROL MEASURES, CONSTRUCTION COPPER INSTALLED WITH FIVE (5'-0") FOOT MINIMUM COVER. 'r EXIT, AND INLET PROTECTION ON ADJACENT DRAINAGE STRUCTURES ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE ° WHERE APPLICABLE. STANDARDS AND SPECIFICATIONS OF THE TOWN OF AGAWAM WG 3. PERFORM DEMOLITION. DEPT OF PUBLIC WORKS (DPW), AND NOTIFICATION SHALL BE PROVIDED TO THAT AGENCY AT LEAST 72 HOURS PRIOR TO . 4. INSTALL UTILITIES. INITIATING CONSTRUCTION. -. r MTRUCT OUII_.DIN6, CANOPY, AND HJJOCIAT€D FUEL TANKS AND 10. ELECTRIC §ERAC€ §HALL CONFORM TO THE REQUIREMENTS PUMPS. OF THE ELECTRIC COMPANY. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ADEQUATE ELECTRIC SERVICE TO SERVE THE FACILITY • 6. INSTALL FINAL PAVEMENT. INDICATED AND SHALL BE RESPONSIBLE FOR ALL INSTALLATION PROCEDURES (TRENCHING, LAYING PIPE, ETC.) AS ARE REQUIRED 7. REMOVE SEDIMENTATION CONTROLS ONLY WHEN SITE IS COMPLETELY BY THE ELECTRIC CO. FOR COMPLETE AND IN PLACE CONSTRUCTION. STABILIZED, AND AT THE DIRECTION OF THE OWNER/ENGINEER. (REFER TO ELECTRICAL PLANS FOR SERVICE REQUIREMENTS.) 11. TEL/CABLE SERVICE SHALL BE DESIGNED BY OTHERS. CONTRACTOR ° SHALL BE RESPONSIBLE FOR ENSURING ADEQUATE UTILITY SERVICE IS PROVIDED AND SHALL BE RESPONSIBLE FOR ALL INSTALLATION ° PROCEDURES (TRENCHING, LAYING PIPE, ETC.) AS ARE REQUIRED BY THE UTILITY CO. FOR COMPLETE AND IN PLACE CONSTRUCTION. (REFER TO CONTRACT DOCUMENTS FOR SERVICE REQUIREMENTS.) a , ISSUED FOR PERMIT REVIEW ONLY REVISIONS 12,564 SQUARE FEET 794- Sprlrigfiliaid Strs,Qt OF 03/18/02 ARROWS, OFESITE WAYS, NOTES PER TOWN r� AGAWAM M A S S A C H U S E T T S J. 63/28/02 PARKING, TREES, FENCE & GEN. PER SPR. 0•L 9 ACRES � &ROVID AMO 04/02/02 DISPENSE AREA do CANOPY LAYCUT OWNERJDEVELOPER SCALE "-20 GAROFAL.O & ASSOCIATES, INC. IVIL V# 0711 0 feet CIVIL & STRUCTURAL ENGINEERS\SURVEYORS .39174 Oa/22/02 TANK LOCAnoN DATE: 02-04-02 0 10 20 40 80 120 LAND PLANNERS\ENVIRONMENTAL SCIENTISTS 09/16/02 FENCING/SCREENING AND DISPENSER PAD Store# 167 D a 0 JOB NO. 5790 2 " = 20' P.O. BOX 786 PROVIDENCE, R.I. 02901 09/27/02 RELOCATE HC SPACE 777 Dedham Street Canton, Massachusetts 02021 DWG 5790-SdectmanTank-EASE 0 5 t0 20 30 meters 1-401-273-6000 ��/p GAS STATION 85852067 2 WILLOWBROOK ROAD CROVWELL, C7 06416 1-860-632-0667 1596-1038 GRADING AND UTILITY PLAN SHEET 3 5 6 TANK INSTALLATION NOTES TANK INSTALLATION DETAILS p 1. THE DATE OF THE INSTALLATION OF THE UNDERGROUND GASOLINE STORAGE TANKS SHALL BE RECORDED HEREON: MONTH__ YEAR NEENAH" R-7506 SERIES PROPOSED 38' X 47' IRREGULAR CONCRETE PAD ' "RDOR BOX FRAME AND LID, • Z ALL UNDERGROUND TANKS.TO BE DOUBLE-WALLED FIBERGLASS. AIR PROPOSED VEEDER ROOT INTERSTITIAL TANK MONITOR LID D EQUAL /S S CAP SCREW �s QQH= CAPACITY PROBE f W794390-XXX (3) 24' RE CLASS"A" CONCRETE13 A QASQ� 12_000 GALLONS PROPOSED 3' EXTRACTOR TUBE W/233-MSD-2422 BIT. CONE. PAVEMENT VALVE ASS., OPW 233-VM W/53VML FLOAT OVERFILL , m AS SPWFIm GRASS B GASQL NF I0.= ALLQNS PREVENTION VALVE AND STAGE II VAPOR RECOVERY , !1 C � 8-000 GALLONS (3) _. 3. THE INTERSTITIAL. SPACE OF A DOUBLE-WALLED TANK SHALL BE CONTINUOUSLY PROPOSED 4" FILL RISER W/0PW 61-T-e DROP W ° 9 --- Ts• MONITORED FOR BOTH WATER AND STORED PRODUCT (VEEDER-ROOT TLS-350, W/�I TUBE W/OPW6iSA-10DD SWIVEL ADAPTER, AND, ;,fl O oi CLEAN our U , SCREW IN W RAR VR794.390—XXX MONITOR PROBE) AND BE EQUIPPED WITH AN AUDIOVISUAL ALARM 634—TT-4 TIGHT FILL CAP (3) £ b IM a°u ""' �.DONc SYSTEM. E 00 TOP 03M PROPOSED SPILL CONTAINMENT MANHOLE, MFG. EBW v d VARIES SWEEP TAR PAPeR �. INC., MODEL 705-BG (25 GALLON) OR EQUIV. (3) . ' NOTE: 4- !PVC SEINER P1PE ALL SUPPLY LINES ARE (WESTERN FIBERGLASS PI 4500 CO-FLEX) DOUBLE-WALLED o C AND FITTINGS ro RE ASTM A-A FLEXIBLE FUEL LINES WITH a I.D. PIPE CONDUIT/ROCKGUARD, ALL VAPOR RECOVERY a I OF D--3034 MAHHQM �� AND VENT LINES ARE SINGLE WALLED FIBERGLASS BELOW GRADE, AND GALVANIZED PROPOSED VEEDER ROOT INVENTORY 4 00 o/M 0 iTOR C ' SCHEDULE 40 ABOVEGROUND. ICI (3) ---- - --- -- CONCRETE COLLARS 4 4 w= PIPING SHALL BE DESIGNED AND INSTALLED TO ALLOW FOR TESTING WITHOUT PROPOSED SUBMERSIBLE PUMP W/LEAK DETECTOR4 EXCESSIVE EXCAVATION. REDJACKET - 1 1/2 HORSEPOWER (2) B WYE NOTE: CONCRETE COLLARS ARE NOT REQUIRED FOR Q. TYPE "C" OR "CL" PRECAST CATCH BASINS PROVIDE A FLOAT VENT VALVE AT THE VENT LINE IN AN EXTRACTABLE TEE ASSEMBLY PROPOSED FIBERGLASS SUMP. MFG. BY WESTERN ' SANITARY C LE A N OU T (OPW PARTS 233-MSD IMTH A 53--VML OR EQUAL) AND AN OVERFILL CONTAINER ON FIBERGLASS MODEL TAP 488 1793C (3) N.T.S MICCn LJITWU I) c FILL PIPE {O.B.W. Fl.EXCATCH MODEL � 705-BG). {sE� DISPENSER � .. A LINE LEAK DETECTOR SHALL BE PROVIDED ON THE DISCHARGE OF A REMOTE PUMP PROPOSED (96'8,000 "X 31-6 1/2 DIA. X 1}& 12.000—/ (RED JACKET - MODEL # FX2V) GALLON (96" DIA. X 37'-1/2' LONG) UNDERGROUND v a FIBERGLASS DOUBLE-WALL GASOLINE STORAGE THERE ARE 4 - e SLOTTED PVC OBSERVATIONS WELLS. (1 O EACH CORNER OF THE TANKS. (TOP OF TANK IS•3'-O" BELOW GRADE AND IL TANK INSTALLATION.) BOTTOM OF TANK IS 11'-O" BELOW GRADE). SETT.NAME SW.ND. OWNER/OPERATOR: (DAY OR NIGHT) DRAW Br:ow0 PRWECT 5NL NAME sen. N0. DRAWN aY:oMO REV.NY: MCC P[gPEOT 4" �� BAR DATE:1s-a-9e oA•_:is-s-va REV. is-st-" - PROPOSED �4" DIA. SLOTTED OBSERVATION WELL (4) TOWN OF AGAWAM SANITARY CLFANOUT TOWN OF AGAWAM CONCRETE COLLARS CUMBERLAND FARMS, INC. tM10.NO.: t CONSTRUCTION STANDARDS rg. Na: t CONSTRUCTION STANDARDS 777 DEDHAM STREET , APED W'' M ° ACE D �° 'R° CANTON, MASSACHUSETIS, 02021 = A L (781) 828-49M NOT TO SCALE NOT TO SCALE f DUMPSTER ENCLOSURE DETAIL CUSTOMER SERVICE AREA PVC MAIN SEWER PVC PLUG i 6' HIGH CHAIN LINK t ter BITIA"s CMCFEIE 7w o01m - PVc a"1t0 SEVERING A i ° SCREENING FENCE j a,/Y BITeAANDus Comm=mom eaElRg ------ - -_ _� (�) r PO i ,EM Y Lmto SWEEP BE�ED 54"H AIR MACHINE WTURNING RADII FOR WHEELCHAIR (2) SRWCTiT � n EYESTlNO ,I,°,+�AIR sAWLvr 6AWIWT PAWaRPIr EtX£FOIt A E>asTMlc PAW7rElIT i _ � YY1'E � F ;' auYfL BAD a u I' PLAN 52'H VACUUM CLEANER 63" HT PHONE PEDISTAL EC011PACTFO w pe"�Pu7FF�Ts 4--•PROPERTY DFE ` ef�R'AaFJ9vlLYrII► m MAY ,Y mN. ^.•. i I1� A1.MINATETEE WYE ° PAYEYOI EMST GRADE F C�� " •. ' CAWACTED N t Lw'TS , �• ,� 1. TEMPORARY fA%ftM OVER TRENGiFE w STREET To WWA14 • 1 WfATXMI STARE 4•yIN N.MU FOR A W,IAINN OF 00 DAY&TOVOIIARY PAM%EHT$'WA°EA LESS THAN IwN.MUST BE I • OUaZ w ONE LPT-mw PAtrA,wMo»w AS OPR-MAYBE USED CIAPPROVED C'-0" 4" CONRETE PAD 00 TTPE WT a uIAvNEARL LONG SWEEP 45'BEND 1 REWV,E WNPOIIARY PAVEMENT MO REPLACE WIN MAIIMOET �(NIAiU�T �• 46'IWtE •-`p .6" • ' -nf�6'r•• �" PAVEMENT j PTA;MAIN SEEN +Fs ,L PANEWO YIWOO,EWB TO BE S'MWYAW4 AIR GWAIR W MAIM I - 4. RFEAE PAYEMENt LS CUT r-G-OR LESS FROM EDGE W NOW P,AC PLUG " • ' •• •� •, •� •, '• ' REPAW A TO IDMW To mat OF RaAo. PVC BUILDING SEWER 6"H GRANITE CURB A WOE OF E]OMRIIO PAVEMENT SNAIL BE TREATED MTN A tNX SEC—nON _ . COAT PRIOR TO RACnENT OF TNH PEIEEANENT PAIOL NOTES:IL - OFPAVAS TADA4eEETTOPDH a,E BE FAVEDSLIFT,THEmaE a"En1NO ENCLOSURE ISOMETRIC OF PAYE]I°IT AD�AffNr TO PATCH WNAt1 K xFA1m,itN AS DRECTIy 9Y ATE F]YPIVEEA "'E�0"ME"T To SEAL INE JOIN% 2.LOCATION AND DEPTHS OF BUILDING SEVERS PERMANENT PAVEMENT To BE DETERMINED IN THE FRO BY THE ENGINEER 3'-6"mil �3'-6"� �3''-6"� •3'-6"REPLACEMENT DETAIL BUILDING SEWER CONNECTION 3'-9" 4' 4' 3 9' 2% CROSS SLOPE IN ALL DIRECTIONS w T.S 22'-6" PLAN VIEW (CONCRETE PAD) 6" STEEL N.T.S. 6" D CONCRETE FILLED BOLLARD (3) BOLLARD FILLED DRAWN BY:DMD PROJECT SHT. NAME SHT. IID, DRAWN BY:Duo PMUM SETT•NAME swI Na 21'-6" WITH CONCRETE - OATEI 12-5-M REM.: rt6-BB TOWN OF AGAWAM PERMANENT PAVEMENT PATE't2-}pB - TOWN OF AGAWAM " w (4) BUILDING SEWER CONNECTION 4•--Q Qr'-D �"� DWG NO.: t CONSTRUCTION STANDARDS REPLACEMENT DETAIL. M.NO.: t CONSTRUCTION STANDARDS 4'-0 IN APPRo�O ar: ,ND M Or 7'-D" 54"H AIR MACHINE 25' AIR HOSE 16 L 11._dw 7,^DIN 4' SQUARE TUBE 8"X8" BASE PLATE T2'-D" Wx6 ' 'Wx5' 52"H VACUUM CLEANER (CONC. PAD) 4,^D" 63"H PHONE PEDI5TAL (GATE) 20' VACUUM HOSE " vAcxR�l TRASH vi '" TYPE "C' GATCH BASIN TOP SHOWN - DUMPSTER CARDBOARD spy F. � 4" CONCRETE PAD r_ a ,_ w U U (GATE) (GATE) ° °.. 1 MF v t .'�' .. Pu"•:e Dear' A A w Fes xno AEo.r PLAN VIEW • 4 •:.Y €A NOT TO SCALE WM W WAD 1~ CATCH BASIN INITIAL BACXFILL R - aro ELEVATION VIEW W L d 4 4 24- MANNOLE M7i 44 q d` £LAN + now f u SPRING LINE OF PIPE -- ----- --_ A/2 N07 TO SCALE r � HAUNCHING D/2 iw _ (SEE NOTE 3) ' BEDDING A (SEE NOTE 3) CRUSHED STONE 4 AS DRDEREn IIY ' THE ENGINEER $ FOUNnATICNI 1. GAROFALO & ASSOCIATES, INC. T INSTALLATION"T PIPE s CIVIL & STRUCTURAL ENGINEERS\SURI�EYORS r s THE REODD+D471TS ff ASTII IITANGAIm a-z3BE ",ir EL THE E]e1EMW MATERIAL SHAE.L NE 3/4'CRUSIEA SMIC V $ UK Kw DE wECNANICAL T*jrw rO COWACT THE LAND PLANNERS\ENVIRONMENTAL SCIENTISTS . " 4. �D u TO K USES VHM Alm AS RYEcrLa AV OKM3 E. P.O. BOX 786 PROVIDENCE, R.I. 02901 1-401-273-6000 - ter. u �r TRENCH-5ECTIOh 2 WiLLOWBR00IC ROAD CROMWELL CT 06416 «Y 1-860-632-0667 rti,ro+ra :4 w• "' i'a nnE` �i. SE61 # ,LT& r . '� i !11"rL�R plWr ; 24' HIS•H OLE am BECt7nN Et-II SECTX7iI A-A PRECAST CATCH BASIN REVISIONS 12,564 SQUARE FEET P e 794 S rir"I field Stra®t 'TYPE �� AGAWAM M ASSACH U SETTS :RwMN B� REV.BY: dTOnloc PRDIECT STif NAPE yiT.Na DRAW Brucc/.ETa ELIWECF `+w +� 51Kf.w0, DRIwM,BY:NB( PRDAECT 54iT NNEE SEIi.No. (�" 0.29 ACRES DATE.t2-5•-M REV.: tt 2/IW TOWN OF AGAWAM DATET-ID-S9/7-2" TOWN OF AGAWAM DRAIN MANHOLE FRAME AND COVER DUE:2-2-M TOWN OF AGAWAM SEVVER ,I /'� OWNER DEVELOPER CATCH BASIN OM NO.: I CONSTRUCTION STANDARDS DWG.NO.: T CONSTRUCTION STANDARDS TRENCH SECTION AMA V# 1J�1 1 SCALE 1"=20' _ © DATE: 02-04-02 Dwc.No.: t CON TOWN STANDARDS • APPROVED 8Y: aTD APPROVED BY: ,ITD � APPRTPVED Br: .RD ' 174 S t Ql'Q, 167 L � 0 0 � ' J08 N0. 5790 6� LL 777 Dedham Street Canton. Massachusetts 02021 DWG N 7 GAS STATION 85852067 O. 5 80-•DETAIL DETAIL PLAN 1 1596--1038 SHEET 4 I I C i NARROW WALK HANDICAP RAMP HANDICAP RAMP CONCRETE PAD & WALK DETAILS (OFFSITE) CURB RAMP DETAILS / LLLVARIES NOTE- SLOPE 6"X8' WWF - 2.9X2.9 r'SLOPE WALKS oJy 4-0 3000 PSI CONCRETE. IN ADVANCE 2 2% MAX. 1 -12 2% MAX: SURFACE TO BE FINISHED WITH OF RAMP TO �� CROSS SLOE CROSS SLOPE A WOOD FLOAT OR BY OTHER MEET SITECONDITIONS 0\ 5~0 2% MAX. 2� MAX. 10°-0" " APPROVED MEANS. - Q� 1 12' 1 12, ' 1 12. 2 MIN -�- -- 2 MIN CROSS 'SLOPE'. CROSS SLOPE 1 8" PER FOOT SLOPE 5 141DE 8lT11M1 3'- MIN 4� � � L-• ----�-�-� --*,•-.- . ;.:..- -:�,�,_ CONCRETE W,�S 2% MAX(SLOPE 1 12 1 : 1.2 1 ��'�• CURB CUT '-0" '-0" '-0" 6" MIN CURB CUT ' -O• •_0• r-O- GRASS ''r � G�COMPACTION IN DEPTH 6'-0" 36" MIN CONCRETE DUMPSTER PAD SEE TOWN 6' ,T,R,, 6'-0' 40 MAX 1 " STANDARDS ON '�}-1 Mtn' - strEer 4 fvrc CURr� 2 S SHOP µAye, INSTALLATION IN LIEU WIDTH AS NOTED TAPER BERM (TYP) GRQS. # : " 2� SLOpE. OF MONOLITHIC CF{OSS CURB. SURFACE COURSE 12 3000 PSI CONCRETE. ' 1 SCORED JOINT SURFACE TO BE FINISHED WITH NOT TO SCALE 2%� MA,L , 3/4" CHAMFER (TYPICAL) A WOOD FLOAT OR BY OTHER COS' OR APPROVED MEANS. 1/2" ROUND t 1-0 GROSS '_0 4; 1 4' PER FOOT SLOPE .. GRQS 4 �• '-0 $" ; • ,':...� : • =�1�iti11111 \1'�\ 4'-0 12 1 HANDICAP SIGN DETAIL '-0 PAVEMENT 4 • CURB CUT CURB CUT GRAVEL BASE 6" IN DEPTH 12 6 6 AFTER COMPACTION (SEE NOTE 3) 1. REFLECTIVE BLUE BACKGROUND WET LETTERING AND SYMBOL CONCRETE WALK LETTERING MINIMUM 1" HEIGHT � . 2. SIGN TO BE MOUNTED ON 2' NOTES METAL POST HANDICAPPED 1. CONCRETE WALKS SHALL BE 4" MINIMUM THICKNESS, 3. BASE FOR CONCRETE WALKS CONSTRUCTED WITHIN THE CITY 3. ONE SIGN PER HANDICAPPED SPACE CONCRETE PADS SHALL BE 6" MINIMUM THICKNESS RIGHTS—OF—WAY SHALL BE INSTALLED WITH 2" PROCESSED 4. VAN ACCESSIBLE SIGN TO BE MOUNTED REINFORCED CONCRETE. GRAVEL OVER 6' MINIMUM THICKNESS GRAVEL BASE. BELOW STANDARD HC SIGN WHERE fl HANDICAPPED PAVEMENT STRIPING DETAIL 2. C� ��a AND LETTIFIEDERING ON PLANS. COLORING ANDTRA AT 24' CENTERS JOINTS INST ALL TOOLED JOINTS SHALL BE AND LETTERING TO MATCH HC SIGN INSTALLED AT 6' MAXIMUM SPACING EACH WAY. SPECIAL PLATE 18• 6" CURB REVEAL HANDICAP RAMP (SEE DETAIL) 7 REQUIRED SIGN .� NOT TO SCALE UNAUTHORIZED VEHICLES -. MAY BE REMOVED z AT THE 3 CURB STOP CURB STOP OWNER'S EXPENSE 0 8" DIX .2 COATS WH 2 COATS OF 1'_4" TRAFFIC PAINT TRAFFIC PAINT MID.) VAN s" 100 ACCESSIBLE I $ ' --I- 1'-10" 20' (TYP.) 4" WIDE 14 PAINTED 12" LINES STANDARD SPACE GRADE TYP. HANDICAPPED HANDICAP SYMBOL PARKING SPACE NOT TO SCALE NOT TO SCALE NOT TO SCALE CAPE COD BERM DETAIL SITE PAVEMENT DETAILS a 4 LOAM do SUBSOIL 1 1/2" BITUMINOUS CONCRETE TOP COURSE AFTER COMPACTION BITUMINOUS BERM 2' BITUMINOUS CONCRETE MOLDED IN PLACE BINDER COURSE AFTER COMPACTION 10' MINIMUM COMPACTED GRAVEL BASE FINISH COURSE �s BINDER COURSE 12" 2" 4.5 � . n • COMPACTED SUBSOIL (12" MIN.) HEAVY DUTY - TRAVEL LANES vd NOT TO SCALE r Ho COMI c 7x' c �[: �C srsg0. 12" COMPACTED GRAVEL BASE REVISIONS 12,564 SQUARE FEET 794 SprTn gfTel d Street . � 03/18/02 SDEWW 104L NOTES 0.29 ACRES AGAWAM , MASSACHUSETTS &RCRIa oa/sa/oz SoEwrux REVEAL PER ENCR/oPw D J. OWNER DEVELOPER SCALE 1"=20' �ATES, INC. VIL � V# 0711 0 CIVIL & STRUCTURAL AEN INI ERS\SURVEYORS 39174 DATE: 02-04-02 LAND PLAN NERS\ENVIRONMENTAL SCIENTISTS Store# 167 D � © �� JOB NO. 5790 P.O. BOX 786 PROVIDENCE, R.I. 02901 777 Dedham Street Canton, Massachusetts 02021 DWG NO. 5790-BASE 1-401-273-6000 0-z I GAS STATION 85852067 2 WILLOWBROOK ROAD 60 632R0066WELL, CT 06416 DETAIL PLAN 2 SHEET 5 1596-1038 ,..� S 1' C v i L it a B � • SHRUB PER PLAN. REMOVE ALL SHRUB PER PLAN. DEADWOOD (DO NOT REMOVE ALL REMOVE ANY OTHER DEADWOOD (DO NCIT VEGETATION). REMOVE ANY OTHER VEGETATION). TAPER MULCH 30 MULCH TAPER MULCH AWAY FROM ® NOTE: TRUNK. 01' EXISTING ZONING LINE TRUNKOM MOUND WITH EXCAVATED SOIL i L 0 SCALED FROM ZONING COMPACTED, TO 3' ABOVE g MAP ONLY 3 MULCH COMPACTED TO 85lG FINISH GRADE. ` BACICFILL (8)TOE ' r ® COMPACTED TO 85% MOUND WITH V. EXISTING . EXCAVATED Sou. GROUND (20)TOE `� (6' MIN. HEIGHT +�` ; `` TO Y ABOVE ----- _AT PLANTING) " FINISH GRADE. LOOSEN ` o ROOT MASS EXISTING PLANT SHRUB AT a GROUND DEPTH EQUAL TO I T T GROWN xS, �p 0% PLANT SHRUBB TO DIAMETER MN d' t t�_ g � 2Q 2 LESS THAN THE 204----` �`> BDISTANCE OTTOM FROM OF 0 ��— ROOTBALL TO I a ti F ROOTBALL ON ROOT COLLAR. CONTAINER GROWN {280 lY UNDISTURBED OUT AND REMOVE Lawn SUBGRADE. BURLAP AND WIRE SHRUB AND PERENNIAL DETAIL Grass/Lown Gra 'La oe po 2 x ROOTBALL BASKET ROOM TOP t _ Gross/Lawn � S q F'QT DIAMETER (MIN) 1/3 OFALL NOT TO SCALE B & B SHRUB DO NOT CUT #'6�;tht� Grass/Lawn �' ,AND EVERGREEN PLANTING DETAIL � `E'� er�p /,� �� r R. �� — TREE PER PLAN. I 9� st 2=sty, W/F NOT TO SCALE REMOVE ALL {3)ADVW 784 Springfield St. O REMOE DEADWOOD ( O NOT QJ Q ui I`' o Jay (3)JGO VEGETATION). Grass/Law \ (4�SBGF 1 o : , ;= ;;, C t —202- _ Ge i- GUY WEBBING •,` ATTACHED NO Grass/Lawn ` h f Grass/L ;, �,p, !1 : co<e of Tree kt --___ :� AND HIGHERT LOWER 1/2 sf n�x (�QQ } wn oi�' a' THANN1/3 TH ` ! .. <4 HEIGHT OF THE vy t ,: t..°:,``'i Q 1 a s;\P.��Qik ) G�F/ / TREE. ' y/ ` 1, z•,. !,� 1 G°� {.t+ , �4 JGO �/ �a L t� • ` // r,�_.�r.N,}' �� \ �� ►�` ,v�y,ig �t� / fi �y �� ,� 5 �� . `��ti URSMY TAPER MULCH REMOVE ALL PROTECTION AWAY FROM � DEVICES PRIOR / TO P / CANTING. TRUNK. ` ~s e •,..v_ .: .t..'r \ O �� / / Cgf+tVW t ♦ Grass (4)TOE 0 �' � ards(typ.) 4 SBGF 3 MULCH Y24 Tre ° '� ( ) t� ' l FlLL (4)R$ ��I` �-C oho // �`� �`I'Q� �/ �'� S��Q`i'�� °' f� c; COMPACTED TO 85% MOUND WITH XVewoy v ��. o �� i �� -1N EXCAVATED SOIL Sit. i TO 3 ABOVE �h 1 18a ,-_� / as i Gat �' S FINISH GRADE. i �. / Got` ��,'LOL /Ik• EXISTING o O / / (sJ BGF v. GROUND xo / ., / 2-2"x2'x varie T TREE AT ,• ♦♦ Gr / wn / o 0 8i . / JPN r / HARDWOOD STAKES. DLAN 11) `�c, ( s DRIVE 3 INTO DEPTH EQUAL TO e ♦ �� FQe� // GROUND OUTSIDE DISTANCE FROM 2* LESS THAN E ♦ "' / OF ROOTBALL. BOTTOM OF !Jp SA ND PROOF `t r `� m / Bit. s G*�tb �eea ` ROOTBALL TO ♦ ' Conc. '� s o, ROOTBALL 0 T AN REMOVE ROOT COLLAR. s �� ARKS ot` UNDISTURBED Ell D EMO 4y ('9h�a Curd (1 00)HH__ (12)JPN5)ADVW S / G suBGRADE. 2 x ROOTBALL BURLAP FROM TOP s --203 _ e DIAMETER MIN 1/3 OF ROOTBALL, `r `• •� (5)JGO Jtt` S (1 OO)HH �G\0 o�w TREE PLANTING DETAI S'ae { ARRS 1) " 1� '� NOT TO SCALE ��S t3 GRAS NO A PLAN S ST BE AINT ED D THAT Po " THE PUBLIC BurnNG THE GENERAL LANDSCAPE NOTES: ' G s PAR AND INCLUDING WG THE TR®ELT SMALL BE 1. All plant material shall meet the American Association of Nurserymen MH —';8� s 4.� MAINTAINED IN A SAFE standards for nursery stock, latests edition, and its amendments. Plant �'�' `} �t AND ATTRACTIVE CONDITION only during season normal to the particular variety. R=202.8 BY THE OWNER OF THE v <•' PARCEL 2. All plant materials furnished by the contractor shall be guaranteed for a v� period of one year. If the first year ends during the dormant period, the ' S S q guarantee shall extend to the start of the next leafing. 3. Install all plant material as shown in details. CB 4. Stake all trees over 5 as shown on details. Remove stakes at the end of `� �•' off- /9 r1,0�'' ,� the guarantee period. R=202.36 5. The contractor is responsible for keeping the site clean of miscellaneous debris throughout the construction period. All waste material is to be disposed of immediately to an off—site location, unless otherwise indicated � s ! - v on the plans. G�<e r �s ; b. The contractor shall and federal regulations. and erform all work obtain accordance necessary 1 permits foth all r this te. project. Botanical Nems 0` o WG Key ply. Size Notes �� 7. Loam: Loam moved during the course of construction shall be retained and Con1 Name , distributed within the site 1n accordance with the landscape plan. Stockpiled ce not with of the n er. or unsuitable materials. A l exss loom remains the property ow Trees 8. Pruning: The contractor shall carefully prune branches in the way of Acer rubrum 'Red Sunset" 2 2 -2.5" B&B construction by using only approved methods and tools. The use of axes for ARRS Red Sutmt Maple a trimming or spurs for climbing will not be permitted. Prunus camsifero 'Thundercloud' WG 9. Utilities: In accordance with Dig—Safe law the contractor shall contact PCT 4 2"--2.5" B&8 all applicable utility companies and verify utility line locations (1-800-225-4977) Purple � Plum Leaf c Record locations of Dig—Safe utility line markings on project record documents. The contractor shall be solely responsible for any and all utility damage w including damage that may occure to new utilities, Shrubs and Evergreens 10. Disturbed Areas: Any areas disturbed during the course of construction are ADVW Azalea 'Delaware Valley White' 16 18"-24" container to be restored to original (or better) condition by contractor before Delaware Valley IIhU# Asalea completion of the project, and are subject to approval by Landscape Architect and owner. All grass areas disturbed during construction shall be fine Juniperus virginiono 'Grey, Owl' raked to remove stones and loomed and seeded as per specifications- �JGO y Owl ��, !2 24 —30 container 11. Drainage Systems: Contractor is responsible for general clean—out of all Rhododendron 'Scintillation " catch basins, manholes, and/or other drainage features on the site which IRS Pink Kraal dendron 4 24 —36 container have accumulated sediment as a result of construction activities. 12, Cleaning: Contractor is responsible for keeping site clean of miscellaneous SBGF Spires bumalda 'Gold Flame' 13 2e-30" container debris throughout the construction period. All waste material is to be Gold Plante Spires disposed of immediately to an off—site location, unless otherwise indicated on the plan. TOE Thuja occidentalis 'Emerald' 32 q _5 w Bnrvsr� Often ArBa�+Jitae ' O B&B y o 13. Vandalism: Always expect the inconceivable in terms of what vandalism will occur, and take measures to guard against it. Groundcovers " v HH Hedera helix 'BaWco' 500 3" pot 10 O.C. Baltic Ivy HHR Hemerocallis 'Happy Returns' 28; 1 gal' 100 O.C. Happy Returns Dayifly ISSUED FOR PERMIT REVIEW ONLY Juniperus chinensis procumbens 'Nona' w JPN Japanese Garden J'utl,4w 18 24 -30 4 O.G. ( ) NOTE: PLANTING HEIGHT SHALL BE INCREASED TO 6' MIN. MERE INDICATED ON PLAN REVISIONS 12,564 SQUARE FEET 794 Sprin gfiol d Straat OF 03/18/02 ARROWS, oITSITE WALKS, NOTES PER TOWN 0.2 9 ACRES A G A W A M , M A S S A C H U S E T T S &RO�10LJ. 03/28/02 PARKING, TREES. i�CE & GEN. PER SPR. OWNER DEVELOPER AAIIO 04/02/02 DISPENSER AREA & CANOPY LAYOUT V# 0711 SCALE 1 20 GARO�ALO & ASSOCIATES, INC. IVIL 08/22/02 TANK LOCATION ff p DATE: 02-04-02 feet CIVIL & STRUCTURAL ENGINEERS\SURVEYORS 39174 0 10 20 40 80 120 09/16/02 FENCING/SCREENING AND DISPENSER PAD - JOB NO. 5790 LAND PLANNERS\ENVIRONMENTAL SCIENTISTS Store# 167 o d o d a� 1 , = 20" P.O. BOX 786 PROVIDENCE, R.I. 02901 09/27/02 RELOCATE HC SPACE 777 Dedham Street Canton, Massachusetts 02021 DWG 5790-Sdectmonrank-BASE 0 s 10 20 30 meters 1-401-273-6000 �l��o GAS STATION 85852067 2 WlLLOWBROOK R600 3 ROAD CT 06416 8 1596-1038 LANDSCAPE PLAN SHEET 6 z 4 o_ Bra 0 0 fV C3 w p i i j t - i k Bohler Engineering, P.c. Civil, Consult0g. Traffic and Geotechnica!Engineers • Surveyors - Site Planners 5 Computer Drive West, Suite 203, Albany, NY 12205•Phone 518-438-9900•Fax 518-438-0900 Cumberland Farms-Prototype-2001 i � K + r r* Picture #7 - - .. Picture #8 L 4 p .i �� . r - �' �a =+i [ J _ .. t � Jff -1-. .r_ e �} f.�, f �.a _S� �'I _ —•�- � — • _ � � .� I l � ` ,� - .� 111 �'. �'�FF;' '�+"i tt y,, �i i 1 J r�.tZ � �� II 5� �� s 1 RICHMCJND L/G>FIT/NG SYSTiEMS A DIMENSIONS F 9-112"1 fir Dropped Leas Hal Lens wed k fRti a: �r, Side Bottom ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. 3 Luminairs tilVatrlhution Lamp Lin Luminake Option Light Source Lens Wattage Voltage* Finish RIC S—Symmetrical 175 SMH—Super Metal Halide pL roppedBorosilicate 489V BRZ—Bronze LL—Less Lamp 175,250,400 Watt ttOPrismatic Glass Lens MT—Mufti Tap' BLK—Black C—Coated Lamp 40 MH Metal HaMe. 73—UZ Diff ised Rat 7-TrI-Tap" —White ZMB—7-Mounting Will i I 175,250,40D Watt Tempered Glass cket NO No Options - EXAMPLE OF A TYPICAL ORDERCR IC S 400 SMH DL MT WHTL O 'For international voltages,consult factory. **MT—Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,240V.and 277V. Multi Tap Is pre-wired for 277V. Alternate voltages will require field re-wiring. "Tri-Tap is shipped standard for C-M appiications. Tri-Tap consists of 12OV,277V,and 347V. Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. STANDARD MOUNTING KIT' OPTIONAL ZMB MOUNTING KIT* Liquid-tight Liquid-lilibi Conduit&Filtings� Conduit&Fittings - Fixture Fixlwa t Canopy CanePy Dock Bib Beck Rib Deck Opening: b„ 9 s18" x 19 318" tiel+rt;° �a- ' *For applications other than single deck metal canopies, consult factory. A THE RICHMONW SERIES RI C H !V1 O N D The Richmond Series achieves a clean, jncittttered 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. 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. produce a clean,sharp appearance Halide or Metal Halide with . MOUNTING while increasing housing strength mogul-base sockets.Clear lamp The Richmond is shipped and ensuring weather-tight supplied as standard. complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond is available in Each Richmond fixture is leads and 112-inch liquid-tight any of the following lens types: supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic reflector system.Photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, tesfing facility. the tap.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on underside of canopy.Mounting maximum sealing to the housing. Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Llghttng used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the �� the luminaire with concealed hinges fixture an exceptionally attractive , C* and locked with one captive door appearance.Standard finish listed for wet locations. fastener.Lenses are sealed to the colors available for the Richmond lens frame with silicone sealant. are bronze,black,or white.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for long life, for five full years. PHOTOMETRICS 4DOW Super Metal Halide(Single)—Dropped Lens 400w Super Metal Halide—Flat Lens Symmetrical Distribution Symmetricai Distribution MTG, 3MH 2MH 1MH 0 W. A B C D E F G 2MH 1MH C 12' 55.56 27.78 13.89 5,56 2.78 1.39 56 14' 40,82 20.41 10.20 4.08 2.04 1.02 Al 2MH 16' 31.25 15.fi3 7.81 3.13 1.56 .78 .31 2MH 18'24.69 t2.3S 6:17 2A7 113 .62lwa�, .25 s, 1MH 20' 20.00 10.04 5.00 2.00 1.00 .50 .20 1MH f A 0 -aA10 1MH ba 1MH 2MH 3MH 29H Lumen Rating 40,000 � Levels shown are in footcandles. Front Frorr 10 r /_ICW7/WG SYSTEMS 10000 Alliance Road-P.O.Box 42728-Cincinnati,Ohio 45242-0728•(513)793-3200•FAX(513)984-1335 t RICHMOND CWTING SYSTEMS DIMENSIONS i k �1t-15/16"I f v rd Dropped Lens Flat Lens ro 4 1 Side Bottom ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example below. ��: Lgminaire Lamp Line Luminaire Prelir Distribution Wattage Light Source Lens >♦altags" Finish Options ' RIC S—Symmetrical 175 SMH—Super Metal Halide OIL—Dropped Borosilicate 480V BRZ—Bronze LL—Less Lamp 25D 175,250,400 Watt Prismatic Glass Leos MT—Multi Tap" BILK—Black C—Coaled Lamp 400 MIN—Metal Halide 73—C73 Diffused flat TT-Tri-Tap"" WHT—White ZMB—'2'Mounting 175,250.400 Watt Tempered Glass Bracket NO—Na Options i EXAMPLE OF A TYPICAL ORDER RIC S 400 SMH DL MT WHT NO 4 `For international voltages,Consult factory. ' "MT—Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,24OV,and 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. *Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 12OV,277V,and 347V_ Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. 3. k STANDARD MOUNTING KIT* OPTIONAL ZMB MOUNTING KIT* } Liquid-tight Liquid-tight Conduit&Fittings` 1 Conduit&Fittings 4 Fixture r 4-----F AHN Canopy,'---* Canopy fleck Rib =i Deck Rib >r fleck Opening: �,•' 9 h�ii x 19 315" ..ky, *For applications other than single deck metal canopies, consult factory. t w THE RICHMONW SERIES 11CHMOND 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. SPECIFICATIONS HOUSING LIGHT SOURCES BALLAST Each Richmond housing is The Richmond is designed }sigh-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.Comers are finished to lamp types:Super Metal to the housing reinforcing plate. produce a clean,sharpa earance Halide or Metal Halide with pp mogul-base sockets.Clear lampOLINTING while increasing housing strength supplied as standard. The Richmond is shipped and ensuring weather-tight complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped vAh 72-inch electrical The Richmond Is available in Each Richmond fixture is leads and fl2-inch liquid-tight any of the following lens types: supplied with a symmetrical flexible conduit connector.Frxture a dropped borosilicate prismatic reflector system.Photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accesslble from tempered glass lens.A continuous, testing facility. the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISH is supplied to prevent leakage on underside of canopy.Mounting maximum sealing to the housing. Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighfing used for enclosed canopy FASTENER Systems' revolutionary superior applications, The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the the luminaire with concealed hinges fixture an exceptionally attractive C and locked with one captive door appearance.Standard finish listed for wet locations. fastener.Lenses are sealed to the colors available for the Richmond lens frame with silicone sealant_ are bronze,black,or white.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for long life. for five full years. PHOTOMEMICS 40OW Super Metal Halide(Single)—Dropped Lens 400w Super Metal Halide—Fiat Lens Symmetrical Distribution Symmetrical Distribution 3MH 2MH 1MH 0 HT. A 8 C A E F G 2MH 1MH 0 12'55.582 .78 13.89 5..58 278 1.34 .56 2MH 14' 40.82 20.41 10.20 4.08 2.04 1.02 Al 16' 31.25 15.63 7.81 313 1.56 78 .31 2MH mom 1 ` 24,69 12.35 6.17 2.47 7.23 .62 25 iMH 20'20.00,10.00 5.00 2.00 1.00 .50 .20 tMH7 A 1D - tR,e AND 1MH C.g. 1MH 2MH 3MH 2MH Lumen Rating Levels shown arere In In taotcandles. Front Fron? �WIIINO SYSTEMS 10000 Alliance Road•P.D.Box 42728•Cincinnati,Ohio 45242-0728•(513)793-3200•FAX(513)984-1335 RICHMOND LIGHTING SYSTEMS DIMENSIONS �11-15116"� - Dropped Lens Flat Lens ` , 14" fN Side Bottom "g ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example below. 'v Luminaire Lamp Line Luminaire Pretlz Distribution Wattage Light Source Lens Vallaga• Finish Options RIC S-Symmetrical 175 SMH-Super Metal Halide DL-Dropped Borosilicate 480V BRZ-Bronze LL-Lass Lamp 250 175,250,400 Watt Prismatic Glass Lens MT-Multi Tap" BLK-Black C-Coated Lamp 11f 400 MH-Metal Halide 73-C73 Diffused Flat TT-Tri-Tap'* WHT-White ZMB-7'Mounting 175,250,400 Watt Tempered Glass Bracket NO-No Options EXAMPLE OF A TYPICAL ORDER RIC S 400 SMH DL MT WHT NO s 'For international voltages,consult factory. **MT-Mufti Tap is shipped standard unless otMerwlse specified.Multi Tap consists ut 120V,208V,240V,and 277V. Multi Tap is for 277V. Alternate voltages will require field re-wiring, Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V. Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. STANDARD MOUNTING KIT* OPTIONAL ZMB MOUNTING KIT" .. �- � lJgaiti-tigtrt Liquid-figtit' Conduit&Fittings $ ' cnndulf&Fittings a,., �-----Fixture t d------- Fhrture ..: Canopy Canopy Dock Rib i Dock Rib x, Deck Opening: 95I8" x 19318" *For applications other than single deck metal canopies, consult factory. THE RICHMOND® SERIES RI 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. 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.Comers are finished to lamp types:Super Metal to the housing reinforcing plate. produce a clean shay appearance Halide or Metal Halide with while increasing housing strength mogul-base sockets.Clear lamp MOUNTING and ensuring weather-tight supplied as standard. The Richmond is shipped complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond is available in Each Richmond fixture is leads and 112-inch liquid-tight any of the following lens types: supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic reflector system.Photometric data is mounted flush with canopy deck glass lens or 073 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility. the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on maximum sealing to the housing. underside of canopy.Mounting Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighting used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the fixture an exceptionally attractive �1. file luminaire with concealed hinges appearance.Standard finish � � and locked with one captive door colors available far the Richmond listed for wet locations. fastener.Lenses are sealed to the are bronze,black,or white.The lens frame with silicone sealant. DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for lung life. for five full years. PHOTOMEi'RICS 400w Super Metal Halide(Single)—Dropped Lens 400w Super Metal Halide—Flat Lens Symmetrical Distribution MIS. symmetrical Distribution 3MH 2MH WH 0 HT. A B C D E F G 21WH IMN 0 ■ 12'55.56 27.76 13.891 5.561 2.78 1.39 .56 14' 40.82 20.41 10.201 4.081 2.04 1.02 .41 2MH 16' 31.25 15. 33 7.61 3.13 1.56 .78 .31 2MH 18' 24,69 12.35 6.17 2.47 1,23 .62 .25 1MH 20' 20.00 10.00 5,00 2.00 1.00 .50 '20 ;1MH LiH A 10 AM 0 2MH 1MH 2MH ■� Lumen rioting 4 Levels shown aree in in taotcandles. Front Front LICWTINO SYSTEMS 1 10000 Alliance Road•P.O.Box 42728•Cincinnati,Ohio 45242-0728•(513)793-3200•FAX(S13)984-1335 RICHMOND LIGHTING SYSTEMS DIMENSIONS } iA _ _ �h� xl SN 1 Y Dropped Lens Ftat tens � > Q. I V Side BOOM 4. ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example.below. Luminaire lamp Line Luminalre Options Rath Distribution wage Light Source Lens Voltage' Finish RIC S-Symmetrical t75 5MH-Super Metal Halide OL-Dropped Boresil€cats 480V BRZ-Bronze LL-Less Lamp 251) 175,250,400 Watt Prismatic Glass Lens MT-Muni Tap" BLX-Black C-Coated Lamp ,.: 40D MH-Metal Halide 73-C73 Diffused Flat TT-Tri-Tap" WHT-While ZMB-7"Mounting 175,250,40D Waft Tempered Glass Bracket NO-No Options F' EXAMPLE OF A TYPICAL ORDER RIC S 400 SMH DL MT WHT NO _ For international voltages,consult factory, .47".. ""MT-Multi Tap is shipped standard unless otherwise specifled.Multi Tap consists of 120V.208V,24OV,and 277V. Multi Tap is pre-wired for 277V. •. Alternate voltages will require field re-wiring- ° `Tri-Tap is shipped standard for G-UL applications. Tri-Tap consists of 120V,277V,and 347V, Tri-Tap is pre-wired for 347V. Afternate vattages will require fietdre-wiring. STANDARD MOUNTING KIT* OPTIONAL ZMB MOUNTING KIT* Liquid-tight liquid-Elgin Conduii S RWngs` } Conduit&Fittings Fixture RAM 'r Canopy Canopy Deck Rib neck Rib Deck Opening: 9 5 , x 19 3/v *For applications ether than single deck metal canopies, consult factory. THE RICHMOND® SERIES RI 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. 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 comers.Comers are finished to lamp types:Super Metal to the housing reinforcing plate. roduce a clean she appearance Halide or Metal Halide with p pP mo ul-base sockets.Clear lamp MOUNTING while increasing housing strength g The Richmond is shipped and ensuring weather-tight supplied as standard. complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond is available in Each Richmond fixture is leads and 112-inch liquid-tight any of the following tons types: supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic reflector system.photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility. the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on maximum sealing to the housing, underside of canopy.Mounting Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighting used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the the luminaire with concealed hinges fixture an exceptionally attractive V G t and locked with one captive door appearance.Standard finish listed for wet locations. fastener.Lenses are sealed to the colors available for the Richmond lens frame with silicone sealant, are bronze,black,a white.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling,Finish is guaranteed contacts for long life. for five full years. PHOTOMETRICS 400W Super Metal Halide(Single)-Dropped Lens 40Ow Super Metal Halide-Flat Lens Symmetrical Distribution MTG. Symmetrical 06-Windion 3MH 2MH 1MH 0 HT. A 8 G 1) E F G 2MH 1MH 0 12' 55.56 27.78 13.89 5.56 2.7e 1.39 .56 14' 40.82 20.4i 10.20 4.08 2.04 1.02 .41 2MH 16' 3t.25 15.fi3 7.81 3.13 1.56 .78 .31 2MH 18' 24.69 12.35 6.17 247 123 .62 .25 1MH 20' 20.00 10.00 5.00 2.00 1.00 .50 .20 1MH A �� ?r,!.I O IMHc.: 2MH 1MH ®3MH■ 2MH Lumen Rating 40,000 Lwets shown are in tootcandles. Front Fron: *LTINO SYSTEMS 10000 Alliance Road•P.O.Box 42728•Cincinnati,Ohio 45242-0728•(513)79a-3200•FAX(513)984-1335 RICHMOND LIGHTING SYSTEMS DIMENSIONS �9,rz 7 y a. Dropped Lens Flai Lens f i• '�' 1< iri A'. side Mom M a ORDERING INFORMATION Select appropriate choice from each column to fDtMulate order code.Refer to example below. Luminalre dYstrlhution Lamp Light Source Lens line Luminaire Options Frellx wattage Vaitage• Finish :a RIC S-Symmetrical 175 SMH-Super Metal Halide OL-Dropped Borosilicate 480V BRZ-Bronze LL-Less Lamp 250 175,250.400 Watt Prismatic Glass Lens W-Mutt Tap" BLK-Black C-Coated Lamp h : 400 MH-Metal Halide 73-C73 Diffused Flat TT-Tri-Tap"' WHT-white ZMB-`Z"Mounting §. 175,250,40D Watt Tempered Glass Bracket rV NO-No Options I -F A EXAMPLE OF A TYPICAL ORDER RIC S 400 SMH OL MT WHT NO 'For international voltages,consult factory. "MT-Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,24OV,and 277V. Multi Tap is pre-wired for 277V, Alternate voltages will require field re-wiring. "'Tri-Tap is shipped standard for Cd1L applications. Fri-Tap consists of 120V,277V,and 347V. Tri-Tap is pre-wired far 347V. Alternate voltages will require field re-wiring. Al STANDARD MOUNTING KIT* OPTIONAL ZMB MOUNTING KIT" Liquid-tlghf Liquid tight Conduit&Fillings Conduit&Fittings wow Fixture .f + Fixture o Canopy Canopy Desk Rib Deck Aih Deck opening: 9 5ir x 1 g 3ir .,t *For applications other than single deck metal canopies, consult factory. ,J: THE RICHMOND® SERIES RI C H M Q 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. 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.Garners are finished to lamp types:Super Metal to the housing reinforcing plate. produce a clean,sharp appearance Halide or Metal Halide with , MOUNTING while increasing housing strength m09111-base sockets.Clear lamp The Richmond is shipped and ensuring weather-tight supplied as standard. PPe complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond is available in Each Richmond fixture is leads and In-inch liquid-tight any of the following lens types: supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic reflector system. Photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility. the tap.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on maximum sealing to the housing. underside of canopy.Mounting Each Richmond fixture Is finished brackets are easily Installed. Not LENS FRAME/DOOR with DuraGdp,LSI Lighting used for enclosed canopy FASTENER Systems'revolutionary superior application& ester- ow oI The Richmond features a hinged baked-on P Y P der lens frame,hinging the frame to finishing process,to give the �L the luminaire with concealed hinges fixture an exceptionally attractive t C �. and locked with one captive door appearance.Standard finish listed for wet locations. fastener.Lenses are sealed to the colors available for the Richmond lens frame with silicone sealant, are bronze,black,or white.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for long life. for five full years. 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 0 2MH 1MH 0 1MH 12'55.56 27.78 13.89 556 2.78 1.39 .56 14' 4.08 2.04 1.02 .41 2MH 1S' 3.13 1.56 A 31 2A9H f8' 2.47 .23 .62 .251 20' 2.00 1.00 .54 20Will? 44 t0 �i'.B - 1MH ;CBAiO 1MH 2MH .3MH 2MH Lumen Rating 40,004 Levels shown are in footcandies. Front Front �w L/ W TIN G SYSTEMS r: 10000 Alliance Road•P.O.Box 42728-Cincinnati,Ohio 45242.0728•(513)793-3200•FAx(513)984-1335 RICHlV�C)ND L/�W77NG SYSrjV4S DIMENSIONS 1 Dropped Lens Flat Lens , Side Bottom t;- ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Reter to example below. Luminaire Lamp Line Luminaire Prefix pistribullon Wattage Llght Source Lens Vollage` Ftalsh Options l RIC S-Symmetrical 175 SMFi-SuperMetalHalide OL-OmppedBorosilicate 480V BRZ-Bronn LL-Less Lamp 250 175,250,400 Watt Prismatic Glass Lens MT-MA Tap" BLK-Black C-Coated Lamp .., 400 MH-Metal Halide 73-C73 Diffused Flat TT-Tri-Tap'«. WHT-White ZMB-7'Mounting 175,250.400 Watt Tempered Glass Bracket �e No-No Options Al - ' EXAMPLE OF A TYPICAL ORDER RIG S 400 SMH OL NIT WHT NO For international voltages,consult factory. ""MT-Multi Tap is shipped standard unless otherwise specified.Mufti Tap Consists of 12OV,208V,240V,and 277V. Multi Tap is pro-wired for 277V. Alternate voltages will require field re-wiring, " Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V. Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. STANDARD MOUNTING KIT* OPTIONAL IMS MOUNTING KIT* Liquid-tight Liquid-tight Conduit 3 Fittings .�' Costfutt&Fittings n t— -- Fixture -,:•,, .-� FMure Cane Canopy Dock Rtb pack ftlh Back Opening: O ss, x 19 3 f8" 11 *For applications other than single deck metal canopies, consult factory. r � THE RiCHMONW SERIES RI 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 lit. 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 comers.Corners are finished to lamp types.,Super Metal to the housing reinforcing plate, produce a clean,sharp appearance Halide or Metal Halide with , MOUNTING while increasing housing strength mogul-base sockets.Clear lamp supplied as standard. The Richmond is shipped and ensuring weather-tight complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond Is available in Each Richmond fixture Is leads and 1/2-inch liquid-tight any of the following fens types; supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic refiector system.Photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility. the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on maximum sealing to the housing. underside of canopy.Mounting Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighting used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the the luminaire with concealed hinges fixture an exceptionaily attractive , and locked with one captive door appearance.Standard finish Its6ed for wet iocatfona. fastener.tenses are sealed to the colors available for the Richmond lens frame with silicone sealant. are bronze,black,or white.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for long life. for five full years. PHOTOMETRICS 400w super Metal Halide(Single)—Dropped Lens 40OW Super Metal Halide—Flat Lens Symmetritai Distribution MTG. Symmatricat Distribution 3MH 2MH 1MH 0 HT. A B C D E F G 2MH 11VIH 0 2 12' 543501..58225 221705..74fi813 11370..828901 ,56 78 1.39 , 6 14' . 2.04 1.02 .41 MH 18` 41O3e 1.56 .7B .31 2MH 18' 2.47 1. 3 .52 -25 IMH 20' 200 1. 0 .50 .20 '0 !' A 0 2MH 3nrtH 2W Lumen Rating 40,000 Levels shown are in footcandles. Front Front LIGHTING SYSTtEMS 10000 Alrianee Road-P.O.Box 42728-Cincinnati,Ohio 45242-0728•(513)793-3200 FAX(513)984-1335 r RICHMOND LIG>F,IT/NG SYST�'MS DIMENSIONS Y. `f 4 I r a N� Mza �5 Dropped Lens Flat Lens T J f Side t>iouotn - ORDERING INFORMATION seiect appropriate choice from each column to formulate order code.Refer to example below. 1, Luminaire Distribution Pump Light Source Lens Luminaire Options Prefix Wattage g Voltage* Finish RIC S-Symmetrical 175 sm"-superm"gaiide 0L-Dropped Barosiileate 480V 8RZ-Bronze LL-Less Lamp 4. 251) 175,250,400 Watt Prismatic Glass Lens MT-Mold Tap" BLK-Black C-Coated Lamp #: 400 MH-Metal Halide 73-C73 Diffused Flat TT•Tri-Tap" WHT-White ZMB-'2'Mounting 175,250,400 Watt Tempered Glass Bracket NO-No Option `4 ------------- EXAMPLE OF A TYPICAL ORDER RIC S 404 SMH OL MT WHT NO p: 'For international voltages,consult factory. ""MT-Multi Tap is shipped standard unless otherwise specified,Multi Tap consists of 120V,208V,24OV,and 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. —Tri-Tap is shipped standard for C-i1L applications. Tri-Tap consists of 12OV,277V,and 347V, Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. STANDARD MOUNTING KIT* OPTIONAL ZMB MOUNTING KIT" Liquid-tight Liquid Ught' Conduit&Fittings Conduit&Fittings .---�Fixture s�--Fixture F r Canopy ;t, Desk nth Deck Rib °" Deck opening,, 9 518" x 19 318" *For applications other than single deck metal canopies, consult factory. AF6 1 1 THE RICHMONW SERIES IZICHMONDThe 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. 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 comers.Corners are finished to lamp types:Super Metal to the housing reinforcing Plata, produce a clean shay appearance Halide or Metal Halide with p p pp MOUNTING while increasing housing strength mogul-base sockets.Clear lamp supplied as standard. The Richmond is shipped and ensuring weather-tight complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond is available in Each Richmond fixture is leads and 112-inch liquid-tight any of the following lens types: supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic reflector system.Photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility. the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on maximum sealing to the housing, underside of canopy.Mounting Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighting used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the the luminaire with concealed hinges fixture an exceptionally attractive C and inked with one captive door appearance.Standard finish listed for wet luestions. fastener.Lenses are sealed to the colors available for the Richmond fens frame with silicone sealant, are bronze,black,or white.The DuraGrip polyesterfinish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling, Finish is guaranteed cotlt ets for long life. for five full years. PHOTOMETRICS 44M Super Metal Halide[Singie)—Dropped Lens 40OW Super Metal Hailde—Flat Lens 5yrnrnetriea!Distribution MTG. Symmetrical Distribution 3MH 2MH 1MH 0 HT. A e C 0 E F G 2MH WH 0 12' 55.56 27.78 13.89 5.56 2.781 1,39 ■ I M . 5. .44 .56 14' 40.82 20.41 10.20 4.O 2.04 1.02 .4152H 16' 31.25 15.63 7.81 3.13 1.56 .78 .31 2MH .21a 24.69 12.35 6.17 247 123 1Mk d 04 1040 1.40 .54 .20 a 11VIH A go ML;liB., 1 MH 2MH 1MH 3MH 2MH Lumen Rating 40.000 Levels shown are in footcandles. Front Front Y L10HTING SYSTE`M5 10000 Alliance Road•P.O,Box 42728•Cincinnati,Ohio 45242-0728•(513)793.3200•FAX(513)984.1335 M RICHM4ND LIGHTING SYSTEMS i- DIMENSIONS 1F21'Y3"'IJ K r 71. ' Ompped Lens Flat Lenz 4� a i 7$„ — _ Side Bottom 4'.. n; ORDERING INFORMATION Select appropriate choice from each column to formulate order code.Refer to example below. Luminaire Lamp Line Luminaire Distribution Light Source Lens Options Prefix Wattage Voltage* Finish 6 RIC $—symmetrical 175 SMH—SuperMetalHalide DL—DroppedBorosiiiCate 480V BRZ—Bronze LL—Less Lamp 250 175,250,400 Watt Prismatic Glass Lens W—Multi Tap" BLIP—Black C—coated Lamp A 400 MH—Metal Halide 73—C73 Urftused Flat TT-Tri-Tap"` WHT—White ZMB—7'Mounting 175,250,400 Watt Tempered Glass Bracket NO—No Options EXAMPLE OF ATYPICAL ORDER RIC S 400 SMH OL MT WHT NO `For international voltages,consult factory. ,. "MT—Multi Tap Is shipped standard unless otherwise specified,Multi Tap consists of 120V,208V,240V,and 277V. Multi Tap is pre-wired for 277V. Alternate voltages wild require field re-wiring, —Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V_ Tri-Tap is pre-wired for 347V, Alternate voltages wild require field rewiring. All, . t . STANDARD MOUNTING KIT" OPTIONAL ZMB MOUNTING KIT' 1j Liquid-tight Liquid-tight Conduit&Fittings Conduit 3 Fittings Fixture T� Fitrtnre v a m Canopy Canopy Deck Rib Beck Rlh� Deck Opening: 5 x 19 3/8„ *For applications other than single deck metal canopies, consult factory. ,r THE RICHMOND® SERIES R! 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. 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 far-20•F and internally welded at the of either of the following operation.The ballast is mounted comers.Corners are finished to lamp types.Super Metal to the housing reinforcing plate. produce a clean,sharp appearance Halide or Metal Halide with A P PA MOUNTING while increasing housing strength mogul-base sockets.Clear lamp The Richmond is shipped and ensuringweather-fight supplied as standard, u g complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch Oectrlca4 The Richmond is available in Each Richmond fixture is leads and 1/2-inch liquid-tight any of the following lens types: supplied with a symmetrical flexible conduit connector.Fixture a dropped bmasilicate prismatic reflector system.Photometric data is mounted flush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility- the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on underside 4f canopy.Mountingmaximum sealing to the housing. Each Richmond fixture is finished brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighting used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,flinging the frame to finishing process,to give the � O the luminaire with concealed hinges fixture an exceptionally attractive and locked with one captive door appearance.Standard finish listed for wet locations. fastener.Lenses are sealed to the colors available for the Richmond lens frame with silicone sealant are bronze,black, white.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogui-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for long life. for five full years. PHOTOMETRICS 40OW Super Metal Halide:(Slogle)—dropped Lens 40QW Super Metal Halide—Rat Lens Symmatrica4 0latri6utian 5ymmehicaf distribution fgT0, 3MH 2MH 1MH 0 HT. A B C n E F 0 2MH 1MH 0 1H 12' 55.56 27.78 13.09 5.56 2..18 1.39 .56 14' 40.82 20.4 10,20 4.08 2.04 1.02 .41 2MH 16' 31.25 15.63 7.81 3.13 1.56 A 31 2MH 8' 24A9 1 .35 6,17 47 123 .82 .25 20"20.0Q 10.00 5.001 .Q0 100 50 20 1MH 1 2 A 10 r ANQ h_ 1MH B WAH MH 2MH 3MH Lumen Rating 40,000 Lev6s shown are in iootmndies. Front Frart f_;Cr ►T/MG SYSTgMS 10000 Alliance Road•P.Q.Box 4272fl•Ctncinnait,Ohio 45242-0726•(513)793-32a4•FAX(512}984-i 335 4 RICHMOND L ;W7"/NG SYSTEMS DIMENSIONS , r L11.15/16"d ds� � Dto p�ed Lens Flat Lens �m .�'� .` j. i 14'. Side Bntlom - - }: ORDERING INFORMATION Select appropriate choice from each column to tormuMe order code.Refer to examiA below. . Luminaire Distribution Lamp LEghlSeurce Lens Line Luminaire Options Prefix Wattage Voltage' Finish Alc S-Symmetrical 175 5MH-Super Metal Halide DL-Dropped Borasilleate 480V BRZ-Brorne LL-Less Lanp 250 175,250.400 Watt Prismatic Glass Lens MT--Multi Tap" BLi{-Blank C-Coated Lamp 400 MR-Motat RaWe 73-C73 Nilvsed Flat TT•Sri Sap"' WViT-White ZMB-7"Mounting 175,250,400 Watt Tempered Gla$s Bracket NO-Na Optlans ' EXAMPLE OF A TYPICAL ORDER RIC S 400 SMH DL MT WHT NO For international voltages,consult factory. r: *"MT-Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V.208V,24OV,and 277V. Multi Tap is pre-wired for 277V. Alternate vptt'dges will require field re-wiring. " Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V. Tri-Tap is pre-wired for 347V, Alternate voltages will require field re-wiring. STANDARD MOUNTING KIT* OPTIONAL ZMB MOUNTING KIT* Liquid-tight Liquid'tighl Conduit&Fiffings� Conduit&Fittings r--Fixture Canopy Canopy Deck RIO �4 g; Deck Rib „ L4peaing: x 19 3/B' *For applications other than single deck metal canopies, consult factory. v - THE RICHMONDO SERIES RI L 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. SPECIFICATIONS HOUSING LIGHT SOURCES BALLAST Each Richmond housing is the Richmond is designed High-pourer factor type formed,heavy-gauge aluminum to operate with a single lamp ballast Is designed for-2W F and internally welded at the of either of the fallowing operation.The ballast is mounted carriers.Corners are finished to lamp types:Super Metal to the housing reinforcing plate. produce a clean,sharp appearance Halide or Metal Halide with , MOUNTING while increasing housing strength mogul-base sockets.Clear lamp supplied as standard. The Richmond is shipped aril ensuring weather-tight complete with all mounting construction. REFLECTORS/DISTRIBUTION hardware.The Richmond is LENS/GASKET PATTERNS equipped with 72-inch electrical The Richmond is available in Each Richmond fixture is leads and 1/2-inch liquid-tight any of the following lens types: Supplied with a symmetrical flexible conduit connector.Fixture a dropped borosilicate prismatic reflector system.Photometric data is mounted Hush with canopy deck glass lens or C73 diffused flat is certified by an independent panels where it is accessible from tempered glass lens.A continuous, testing facility. the top.A tube of silicone sealant one-piece EPDM gasket ensures FINISHES is supplied to prevent leakage on maximum sealing to the housing. Each Richmond fixture is finished underside of canopy.Mounting brackets are easily installed. Not LENS FRAME/DOOR with DuraGrip,LSI Lighbng used for enclosed canopy FASTENER Systems'revolutionary superior applications. The Richmond features a hinged baked-on polyester-powder lens frame,hinging the frame to finishing process,to give the the iuminaire with concealed hinges fixture an exceptionally attractive Ct and locked with one captive door appearance.Standard finish listed tar wet locations. fastener.Lenses are sealed to the colors available for the Richmond lens frame with silicone sealant, are bronze,black,Drwhite.The DuraGrip polyester finish SOCKETS withstands extreme weather Porcelain mogul-base sockets changes without cracking or feature spring-reinforced peeling.Finish is guaranteed contacts for long life. for five full years. PHOTOMErRICS 400W Super Metal Halide(Single)—Dropped Lens 40OW Super Metal Halide—Flat Lens Symmetrical distdbubort Symmetrical Dbution 3MH 2MH 1MH 0 HT. istri a e C D E F G 2MH tMN 0 ® EL77178 13.89 5.56 2.78 1,39 55 4110.20 4.08 2.04 1.02 .412MH 637,81 3.13 1.56 A .31 2MH ,t' .356.17 297 1.23 .62 .25iY " 1MH00 5.00 2.00 t.00 .50 .20 iMH rP ■ e:e 10 t Al 0 1- = 1MH CB ,1MH 2MH 3MH 2h1H Lumen Rating 40,000 Levels shown are in footcandles. Front Front L/C3HT/NG SYST�'MS 10000 Alliance Road-P.C.Box 42728-Cincinnati,Ohio 45242-0728•(5m)793-3200-FAX(513)984-1335 THE CHALLENGER® SERIES CHALLENGER The Challenges 4s the ,next big step in the evolution of light. Offering total optical flexibility in a sleek, aerodynamically designed fixture,the Challenger was developed with optimum versatility in mind. The one-piece, die-cast aluminum luminaire complements the architectural integrity of virtually any site. Designed around a standard 400 Watt and a 1000 Watt reduced envelope lamp size,the a EPP Challenger gives you a choice of either horizontal or vertical lamp orientation, plus a variety of lamp types and reflectors to best meet your application. The compact, low profile shape creates lower EPAs,which may allow use of lighter gauge poles. She Challenger is easy to install and to maintain. SPECIFICATIONS HOUSING LIGHT SOURCES REFLECTORS/DISTRIBUTION One-piece,die-cast aluminum in a The Challenger is designed to PATTERNS, multi-radiused,rectangular shape operate with High Pressure Sodium, The Challenger is available with a with mounting arm cast in as an High Pressure Sodium twin arc tube wide variety of reflectors. Vertical integral part of the housing. All reduced envelope,Metal Halide, bum systems include: Type It(2), hardware is stainless steel or Super Metal Halide,Pulse-Start Metal Type III(3),Type V(6),Automotive electro-zinc plated steel, Halide,or Metal Halide reduced Forward Throw(FA),and Perimeter envelope lamps.Clear lamp is Forward Throw(FP). Horizontal Burn DOOR FRAME supplied as standard. systems include: Type II1(3), The Challenger's one-piece,die-cast BALLAST Type V(5)and Forward Throw(FT). aluminum door frame secures to the All reflectors are field-rotatable, housing with two internal hinges. High-power factor ballast with enabling generous flexibility in Two stainless steel captive door removablelhinged ballast tray. Metal distribution patterns,without fixture fasteners allow easy access, Door Halide,Super Metal Halide,and High movement. Photometric data is frame may then be removed from Pressure Sodium fixtures feature a certified by an independent testing housing without tools. A one-piece CWA type ballast. All ballasts are facil' extruded silicone gasket seals the designed for-20'F operation. door frame against the housing. Optional Quick Connect package FINISHES includes 150'C supply wiring plus Each Challenger fixture is finished: LENS/GASKET modular plugs for easy ballast wiring. with DuraGrip®,LSI's revolutionary The Challenger is available with a ARM/BRACKETS baked-on powder coat finishing contoured clear tempered sag glass process to give the fixture an Ions for vertical lamp optics. A The Challenger's integral cast exceptionally attractive appearance. tempered flat glass lens or contoured mounting arm is flat for square Standard finish colors are bronze, clear tempered sag glass lens is pole applications. The fixture may black,buff,white,green and platinum offered for horizontal lamp optics, also be mounted to round poles plus. The DuraGrlp polyester firtish A one-piece extruded silicone gasket using the round pole adaptor,which withstands extreme weather changes seals the lens to the die-cast is included as standard. An extruded without cracking or peeling.The aluminum doorframe. 6"arm extension is required for D9T, finish is guaranteed for Five full Q90°,T90° and TN 120• fixture years. SOCKETS configurations, A locking nut secures Porcelain mogul-base sockets two through bolts and a reinforcing feature spring-reinforced contacts plate to the pole,stabilizing it for easy C&us for long life. All sockets are factory fixture mounting. LIMP prewired with a disconnect plug for listed for wet locations. the ballast. All HPS sockets are pulse-rated. PHOTOMETRICS Based upon 1000W Metal Halide lamp Type V Vertical Burn Type 3 Vertical Bum Type FA Vertical Burn Type FT Horizontal Burn Type 3 Horizontal Burn et `� Front Front Front Front Front LIGHTING SYSTEMS 10000 Alliance Road•P.O.Box 42728•Cincinnati,Ohio 45242-0728•(513)793.3200•FAX(513)964-1335 _ f CHALLENGER *;�Hrlma SYSTEMS DIMENSIONS �! zr fi1R 12' 2318 3 re_-- --- -� f ' # 21 2� 3z I I I ;y f Upsweep Bracket LUMINAIRE EPA CHART Extension Arm Required includes bracket. to & 0% + Single 0180' Dt18' TW* Ttd'120' ON' Challenger F C7 F CT F CT F CT F CT F CT Cast arm 1 1.8 2.0 3.7 41J - Extruded bracket 2.2 2.3 4.3 4.8 3.9 4.3 6.1 6.5 6.3 6.9 7.7 8.6 Note: lot lass CT-Contoured WMINAIRE ORDERING INFORMATION 5eiect a ro riate choice from each column to formulate ordeT code- Pieter to example below. Luminalre Distribution Lamp Light Souros • Lars tine Voltage Luminaire Options Prefix Wattage Finish CHV- 24ypa II 250 HPSR High Pressure Sodium Twin CT-Contoured 480V BRZ-Bronze PCR-Photoelectric Control Vertical 8-Type III 320 Arc Tube,ReducedLamp 1000 Watt s Clear MT-Mufti Tap BLK•Black Receptacle Burn FP-Forward Throw 400 HPS-High Pressure Sodium Tempered TT-Tri-Tap' PLP-Platinum LL-Less Lamp Perimeter 750 400,750 ,1000 We Glass Plus OC-Quick Connect Package FA-Automotive 1000 MH-Metal Halide BUF-Bun NO-No Options Perimeter 400 Watt WHT-White GR-Ground Ralamping4 5-Type 5 Square PSMV-Super Metal Halide Vertical) GRN•Green 250.320,401,1000 Wa MHR-Metal Halide Reduced Envelope 1000 Watt2 CHH- 3-Type 111 400 HPS-.High Pressure Sodium F-Flat Horizontal FT-Forward Throw 750 400,750 Watts Tempered Burn 5-Type 5 Square 1000 MH-Metal Halide 400,1000 Watt Glass SMH-Super Metal Halide 400 Watt CT-Contoured MHR-Metal Halide Reduced Clear Envelope 1000 Watt, Tempered Glass EXAMPLE DE A TYPICAL.ORDER CHV 5 1000 MHR CT MT PLP PCR f- Use to match vertical appearance. 2- 1000 Watt Metal Halide is a BT-37 Reduced Envelope Lamp. 5- MT--Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,240V.and 3- 750 Watt High Pressure Sodium or 1000 Watt Pulse-Start Metal Halide 277V, Mditi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. not available in Multi-tap. Specify voltage. 6- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V. 4- Ground relamping opttar available an vertical lamps only. Consuls factory Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring, for height limitagoaS. 1- HPSR-lamp available in types FP$5 distribution only. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Oes Minn Drdw lumber Dascripties Order Number P012OV-Photocell 122514 CHV2HSS-External House Side Shield 143586BLK PC248V-Photocell 122515 CHV3HSS-External House Side Shield 143587BLK PC240V-Photocell 122516 CHVFAHSS-External House Side Shield 143587BLK PC277V-Photocell 22517 CHVFPHSS-External House Side Shield 143587BLK PG480V-Photocell 122516 RPPC-Round Pale Plate(replacement) 141940CLR FK120V-Singie Fusing FK120V SKA-RBO-WM-"-CLR Wall Mount Plate 123113CLR FK277V-Single Fusing FK277V BKA-BO-EC-6-CLR Extension Arm DFK208.240V-Double Fusing DFK208,240V Required for multiple Fixture mounting 6 all 900 angles 142862CLR DFK460V-Double Fusing DFK480V BKU-80-S-19-GLR Upsweep Bracket 144191 CLR FK347V-Single Fusing FK347V Ground Lamp Changer 132678(320 Watt) 146018(400,1000 Watt} THE CHALLENGER® SERIES HA LL E N G E R The Challenger is the next big step in the evolution of fight. Offering total optical flexibility in a sleek, aerodynamically designed fixture,the Challenger was developed with optimum versatility in mind. The one-piece, die-cast aluminum luminaire complements the architectural integrity of virtually any site. k } Designed around a standard 400 Watt and a 1000 Watt reduced envelope lamp size, the Challenger gives you a choice of either horizontal or vertical lamp orientation, plus a variety ` of lamp types and reflectors to best meet your application. The compact, low profile shape creates lower EPAs,which may allow use of lighter gauge poles, The Challenger is easy to install and to maintain. li SPECIFICATIONS fit! HOUSING LIGHT SOURCES REFLECTORS/ DISTRIBUTiON One-piece,die-cast aluminum in a The Challenger is designed to PATTERNS. multi-radiused,rectangular shape operate with High Pressure Sodium, The Challenger is available with a with mounting arm cast in as an High Pressure Sodium twin arc tube wide variety of reflectors. Vertical integral part of the housing. All reduced envelope,Metal Halide, burn systems include: Type II(2), ` hardware is stainless steel or Super Metal Halide,Pulse-Start Metal Type III(3).Type V(5),Automotive electro-zinc plated steel. Halide,or Metal Halide reduced Forward Throw(FA),and Perimeter envelope lamps.Clear lamp is Forward Throw(FP). Horizontal Burn II DOOR FRAME supplied as standard. systems include: Type 111(3), She Challengers one-piece,die-cast BALLAST Type V(5)and Forward Throw(FT). aluminum door frame secures to the All reflectors are field-rotatable, housing with two internal hinges. High power factor ballast with enabling generous flexibility in Two stainless steel captive door removable/hinged ballast tray. Metal distribution patterns,wlthout fixture ! fasteners allow easy access. Door Halide,Super Metal Halide,and High movement. Photometric data is frame may then be removed from Pressure Sodium fixtures feature a certified by an independent testing housing without tools. A one-piece CWA type ballast, All ballasts are facility. extruded silicone gasket seals the designed for-2[!F operation. door frame against the housing. Optional Quick Connect package FINISHES includes 150°C supply wiring plus Each Challenger fixture is finished LENS/GASKET modular plugs for easy ballast wiring. with DuraGrip®,i_SI's revolutionary The Challenger is available with a baked-on powder coat finishing contoured clear tempered sag glass ARM/ BRACKETS process to give the fixture an w !ens for vertical lamp optics. A The Challengers integral cast exceptionally attractive appearance. tempered flat glass lens or contoured mounting arm is flat for square Standard finish colors are bronze, clear tempered sag glass lens is pole applications. The fixture may black,buff,white,green and plafinum offered for horizontal lamp optics. also be mounted to round poles plus. The DuraGrip polyester finish A one-piece extruded silicone gasket using the round pole adaptor,which withstands extreme weather changes seals the lens to the die-cast Is included as standard. An extruded without cracking or peeling.The aluminum doorframe. 6'arm extension is required for D90', finish is guaranteed for five full QW,AD' and TN 120' fixture years. SOCKETS configurations. A locking nut secures Porcelain mogul-base sockets two through bolts and a reinforcing feature spring-reinforced contacts plate to the pole,stabilizing it for easy C&us for long life. All sockets are factory fixture mounting. LISP prewired with a disconnect plug for listed for wet locations, the ballast. All HPS sockets are pulse-rated. PHOTOMETRICS Based upon 1000W Metal Halide lamp Type V Vertical Burn Type 3 Vertical Bum Type FA Vertical Bum Type FT Horizontal Bum Type 3 Horizontal Burn Front Front Front Front Front Aw-c LIGHTINO SYSTEHS 1000o Alliance Road•P.O.Box 42728•Cincinnati,Ohio 45742-0728•(513)793.3200•FAX(513)g84-1335 A " LIGHTING SYSTf"MS CHALLENGER DIMENSIONS �._ 29' 8112" 12" 239 e 31/2 M 2D• u t 31r 1e• Upsweep Bracket LUMINAIRE EPA CHART Extension Arm Required Includes bracket. I00 % & A + Challenger F Single CT F 0180°CT F Dog'CT F T90, CT F TN120 CT F (190'CT Cast arm 1.8 2.0 3.7 4.1 - - - Extruded bracket 2.2 2.3 4.3 4-6 3,9 4.3 6.1 6.5 6.3 6.9 7.7 8.6 Note: F-Flat Glass CT-Contoured LUMINAIRE ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Distribution Lamp Light Source— Lens Line Voltage Luminaire Options Prefix Wattage Finish p CHV- 2-Type i1 250 HPSR -High Pressure Sodium Twin CT-Contoured 480V BRZ-Bronze PCA-Photoelectric Control Vertical 3-Type€11 320 Are Tube,Reducedl-amp 1000 Watt 5 Clear MT-Multi TaQ BLK-Black Receptacle Burn FP-Forward Throw 400 HPS-Highfressure Sodium Tempered TT-Tri-Taps PLP-Platinum LL-Less Lamp Perimeter 750 400,750 ,1000 Watt Glass Plus DC-Quick Connect Package FA-Automotive 1000 MH-Metal Halide BUF-Buff NO-No Options Perimeter 400 Watt WHT-White OR-Ground Relampin04 5-Type 5 Square PSMV-Super Metal halide SVertical) GRN-Green 250,320,400,1000 Wa MHR-Metal Halide Reduced Envelope 1000 Watt2 CHH- 3-Type 111 400 HPS-High Pressure Sodium F-Flat Horizontal Fr-Forward Throw 750 400,750 Watts Tempered Burn 5-Type 5 Square 1000 MH-Metal Halide 400,1000 Watt Glass SMH-Super Metal Halide 400 Watt CT-Contoured MHR-Metal Halide Reduced Clear Envelope 1000 Watt2 Temp?red Glass EXAMPLE OF A TYPICAL ORDER CHV 5 1000 MHR CT MT PLP :PCR 1- Use to match vertical appearance. 2- 1000 Watt Metal Halide is a BT-37 Reduced Envelope Lamp. 5- MT-Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 12OV,208V,24OV,and 3- 750 Watt High Pressure Sodium or 1000 Watt Pulse-Start Metal Halide 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. not available in Multi-tap. Specify voltage. 6- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V- 4- Ground rolamping option available on vertical lamps only. Consult factory Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. for height limitations. 7- HPSR-4zmp availabe in Vpes FP&5 distT4bntion an ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Order Number PC120V-Photocell 122514 CHV2HSS--External House Side Shield 1435868LK PC208V-Photocell 122515 CHV3HSS-External House Side Shield 143587BLK PC240V-Photocell 122516 CHVFAHSS-External House Side Shield 143587BLK PC277V--Photocell i 22517 CHVFPHSS-Extemai House Side Shield 143587BLK 76480V-Photocell 122518 RPPC-Round Pole Plate(replacement) 141940CLR FK120V Single Fusing FK120V BKA-RBO-WM-'-CLR Wall Mount Plate 123113CLA F1 TN-Single Fusing FK27-N BKA-DO-EC-6-CLR Extension Arm DFK208,240V-Double Fusing DFK20B,240V Required for multiple fixture mounting 1d all 900 angles 142862CLR DFK4BOV-Double Fusing DFK4BOV BKU-00-S-19-CLR Upsweep Bracket 144191 CLR FK347V-Single Fusing FK347V Ground Lamp Changer 132678(320 Watt) 146018(400,1000 Watt) w - THE CHALLENGER® SERIES The Challenger is the next big step in the evolution of light, Offering total optical flexibility in CHALLENGER a sleek, aerodynamically designed fixture, the Challenger was developed with optimum versatility in mind. The one-piece, die-cast aluminum luminaire complements the architectural integrity of virtually any site. ' Designed around a standard 400 Watt and a 1000 Watt reduced envelope lamp size, the OPP Challenger gives you a choice of either horizontal or vertical lamp orientation, plus a variety of lamp types and reflectors to best meet your application. The compact, low profile shape creates lower EPAs, which may allow use of lighter gauge poles. The Challenger is easy to install and to maintain, F:q SPECIFICATIONS a HOUSING I LIGHT SOURCES REFLECTORS / DISTRIBUTION Dne-piece,die-cast aluminum in a The Challenger is designed to PATTERNS, ij multi-radiused,rectangular shape operate with High Pressure Sodium, The Challenger is available with a with mounting arm cast in as an High Pressure Sodium twin arc tube wide variety of reflectors. Vertical integral part of the housing. All reduced envelope,Metal Halide, burn systems include; Type I1(2), hardware is stainless steel cr Super Metal Halide,Pulse-Start Metal Type III(3),Type u(5),Automotive eiectro-zinc plated steel. Halide,or Metal Halide reduced Forward Throw(FA),and Perimeter { envelope lamps.Clear lamp is Forward Throw(FP), Horizontal Burn DOOR FRAME supplied as standard. systems include: Type III (3), The Challenger's one-piece,die-cast Type V(5)and Forward Throw(FT). aluminum door frame secures to the BALLAST A11 reflectors are field-rotatable, housing with two internal hinges. High-power factor ballast with enabling generous flexibility in Two stainless steel captive door removable/hinged ballast tray. Metal distribution patterns,without fixture fasteners allow easy access. Door Halide,Super Metal Halide,and High movement. Photometric data is frame may then be removed from Pressure Sodium fixtures feature a certified by an independent testing housing without tools. A one-piece CWA Type ballast. All ballasts are facility. extruded silicone gasket seals the designed for-20'F operation. door frame against the housing. Optional Quick Connect package FINISHES includes 150°C supply wiring plus Each Challenger fixture is finished LENS/GASKET modular plugs for easy ballast wiring. with DuraGrip",LSI's revolutionary The Challenger is available with a baked-on powder coat finishing contoured cleartempered sag glass ARM/ BRACKETS process to give the fixture an lens for vertical lamp Optics. A The Challenger's integral cast exceptionally attractive appearance. tempered flat glass lens or contoured mounting arm is flat for square Standard finish colors are bronze, clear tempered sag glass lens is pole appiicatiops The fixture may black,buff,white,green and platinum offered for horizontal lamp optics. also be mounted to round poles plus. The DuraGrip polyester finish A one-piece extruded silicone gasket using the round pole adaptor,which withstands extreme weather changes seals the lens to the die-cast is included as standard. An extruded without cracking or peeling.The aluminum door frame. 6"arm extension is required for D90% finish is guaranteed fortive full 090°.T90` and TN 120` fixture years. SOCKETS configurations. A locking nut secures Porcelain mogul-base sockets two through bolts and a reinforcing feature spring-rainforced contacts plate to the pale,stabiiizing it for easy cOUS for long life. All sockets are factory fixture mounting. LISTED prewired with a disconnect plug for listed for wet locations. the ballast. All HPS sockets are pulse-rated. PHOTOMETRICS Based upon 1000W Metal Halide lamp Type V Vertical Burn Type 3 Vertical Burn Type FA Vertical Burn Type FT Horizontal Burn Type 3 Horizontal Burn mom low Front Front Front Front Front k6&� 1_/G_HT/N0 SYSTEMS 10000 Alliance Road•P.O.Box 4272-8•Cincinnati,Ohio 45242.0728•(513)793.3200•FAX(513)984.1335 y ' CHALLENGER Lf W TIN G SYSTEMS -' DIMENSIONS T_ 81l2'� 12" 2 3 � 3112 I -- 212'� 'I 20" j ;l 18" Upsweep Bracket LUMINAIRE EPA CHART Extension Arm Required Includes 6racket. W Is & A Single D180' 020' 1I90' TN120 090` Cirailee i!� F CT F CT F CT F CT F CT F CT_ Cast arm 1 1-8 2.0 3.7 4.1 0 - - I - - = - I - - Extruded bracket 1 2.2 2.3 4.3 4.6 3.9 4.3 6.1 6.5 1 6.3 6.9 1 7.7 8.6 Kate: F-Flat Glass CT-Contoured LUMINAIRE ORDERING INFORMATION Select appro pdate choice from each column to formulate order code. Refer to example below. Luminaire Distribution Lamp Light Source•• Lens Line Vottage Lominalre Options prefix Wattage Finish CHV- 2-Type 11 250 HPSR -High Pressure Sodium Twin CT-Contoured 4BOV BRZ-Bronze PCR-Photoelectric Control Vert cal 3-Type 111 320 Arc Tube,ReducedLamp 1000 Watt Clear MT-Multi Tap$. BLK-Black Receptacle Burn FP-Forward Throw 400 HPS-High Pressure Sodium Tempered TT-Tri-Tap6 PLP-Platinum LL-Less tamp Perimeter 750 400,750,1000 Watt Glass Plus OC-Quick Connect Package FA-Automotive 1000 MH-Metal Halide BUF-80 NO-No Options Perimeter 400 Waft WHT•White GR-Ground Relamping4 5-Type 5 Square PSMV-Super Metal HalidelVertical) SRN-Green 250,320,400,1000 Watt' MHR-Metal Halide Reduced Envelope 1000 Wattz CHH- 3-Type 111 400 HPS-,High Pressure Sodium F-Flat Horizontal FT-Forward Throw 759 400,750 WaW Tempered Bum 5-Type 5 Square 1006 MH-Metal Halide 400,1000 Watt Glass SMH-Super Metal Halide 400 Watt CT,Contoured MHR-Metal Halide Reduced Clear Envelope 1000 Watfz Temp?red Glass EXAMPLE OF A TYPICAL ORDER CHV 5 1000 MHR CT MT PLP PCR 1- Use to match vertical appearance. 2- 1000 Watt Metal Halide is a BT-37 Reduced Envelope Lamp. 5- MT-Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,240V,and 3- 750 Watt High Pressure Sodium or 1000 Watt Pulse-Start Metal Halide 277V. Multi Tap is pre-wired for 277V. Altemate voltages will require field re-wiring. lot available in Multi-tap. Specify voltage. 6- Td-Tap is shipped standard for G-UL appllcatmns. Tri-Tap Consists of 12OV,2T7V,and 34TV. 4- Ground relamping option available on vertical lamps only. Consult factory Tri-Tap is pre-wired for 347V. Alternate voltages will require field rewiring, for height limitations. 7- HPSR-lamp available in types FP&5 distribution only. ACCESSORY ORDERING INFORMATION (Accessories are field installed) 111mriptlan Order Number 0escap"on OrAw Number PC120V-Photocell 122514 GHV2HSS-External House Side Shield 1435868LK PC2D8V-Photocell 122515 CHV3HSS-External House Side Shield 143587BLK P0240V-Photocell 12251 B CHVFAHSS-External House Side Shield 143587BLK PC277V-Photocell 122517 CHVFPHSS-Extemal House Side Shield 143587BLK PC480V-Photocell 122518 RPPC-Round Pole Plate(replacement) 14194GGLR FK120V Single Fusing FK120V BKA-RBO-WM-'-CLR Wail Mourn Plate 123113GLR FK2� 77V-Single Fusing FK277V BKA-BO-EC-6-CLR Extension Arm DFK208,240V-Double Fusing DFK208,240V Required for multiple fixture mounting 0 all 900 angles 142862CLR DFK480V-Double Fusing DFK480V BKU-BO-S-I9-CLR Upsweep Bracket 144191 CLR FK347V-Single Fusing FK347V Ground lamp Changer 132678{320 Watt) 146018(400,10DO Watt) THE CHALLENGER® SERIES. r The Challenger is the next big step in the evolution of light. Offering total optical flexibility in CHALLENGER a sleek, aerodynamically designed fixture,the Challenger was developed with optimum versatility in mind. The one-piece, die-cast aluminum luminaire complements the architectural integrity of virtually any site. j designed around a standard 400 Watt and a 1000 Watt reduced envelope lamp size,the Challenger gives you a choice of either horizontal or vertical lamp orientation, plus a variety r of lamp types and reflectors to best meet your application. The compact, low profile shape creates lower EPAs, which may allow use of lighter gauge poles. The Challenger is easy to install and to maintain. 1 SPECIFICATIONS HOUSING LIGHT SOURCES REFLECTORS/DISTRIBUT#ON One-piece,die-cast aluminum in a The Challenger is designed to PATTERNS. l multi-radiused,rectangular shape operate with High Pressure Sodium, The Challenger is available with a y} with mounting arm cast in as an High Pressure Sodium twin arc tube wide variety of reflectors. Vertical integral part of the housing. All reduced envelope,Metal Halide, bum systems include: Type 11(2), hardware is stainless steel or Super Metal Halide,Pulse-Start Meta! Type 111(3),Type V(5),Automotive electro-zinc plated steel Halide,or Metal Halide reduced Forward Throw(FA),and Perimeter DOOM FRAME envelope lamps.Clear lamp is Forward Throw(FP). Horizontal Burn supplied as standard. systems include: Type 111(3). The Challenger's one-piece,die-cast BALL4ST Type V(5)and Forward Throw(FT). 3 aluminum dour frame secures to the All reflectors are field-ratatable, housingwith two internal hinges. High-power factor ballast with g removablelhinged ballast tray. Metal enabling generous flexibility in Two stainless steel captive door Halide,Super Metal Halide,and High distribution patterns,without fixture fasteners allow easy access. Door movement. Photometric data is Pressureodium S fixtures feature a frame may then be removed from CWR type ballast. All ballasts are certified by an independent testing housing without tools. A one-piece facility, extruded silicone gasket seals the designed for-20`F operation. door frame against the housing, Optional Quick Connect package FINISHES includes 150°C supply wiring plus Each Challenger fixture is finished LENS/GASKET modular plugs for easy ballast wiring. with DuraGripg,LSI's revolutionary The Challenger is available with a balled-on powder coat finishing contoured clear tempered sag glass ARM/BRACKETS process to give the fixture an lens for vertical lamp optics, A The Challengers integral cast exceptionally attractive appearance. tempered flat glass lens or contoured mounting arm is flat for square Standard finish colors are bronze, clear tempered sag glass lens is pole applicattons. The fixture may black,buff,white,green and platinum offered for horizontal lamp optics. also he mounted to round poles plus. The DuraGrip polyester finish A one-piece extruded silicone gasket using the round pole adaptor,which withstands extreme weather changes seals the lens to the die-cast is included as standard. An extruded without cracking or peeling.The aluminum door frame. 5"arm extension is required for D90°, finish is guaranteed for five full 090°,T90° and TN 120' fixture years. SOCKETS configurations. A locking nut secures Porcelain mogul-base sockets two through bolts and a reinforcing leature spring-reinforced contacts plate to the pole,stabilizing it for easy t �L us for long life. All sockets are factory fixture mounting, p prewired with a disconnect plug for tasted for wet locattoms. the ballast. All HPS sockets are pulse-rated. PHOTOMETRICS Based upon 1000w Metal Halide lamp Type V Vertical Burn Type 3 Vertical Burn Type FA Vertical Bum Type FT Horizontal Bum Type 3 Horizontal Bum �g Front Front Front Front Front /_13!_ iw LIGfi/TING SYSTEMS 100M Alliance Road•P.Q.Sox 42728•Cincinnati,Otk 45242-0728•(513)793-3200•FAX(513)9B4.1335 � TM CHALLENGER LIGHTING SYSTitEMS DIMENSIONS r. 28. B ip1' i2" 2 3 i a 112 3112" i { Upsweep Bracket LUMINAIRE EPA CHART Extension Arm Required Includes bracket. W Is & A + Challenger Single D180° 090° T90• TN120• Q90• 9 F CT F CT F CT F CT F CT F CT Cast arm 1.8 2.0 3.7 4.1 - - - - Extruded bracket 2.2 2.3 4.3 4.6 3.9 4.3 6.1 6.5 1 6.3 6.9 7.7 8.6 Nate: F-Flat Glass CT-Contoured LUMINAIRE ORDERING INFORMATION select appropriate choice from each C01umn to formulate order code. Refer to example below. Luminalre Distribution Lamp Light Source"' Lens Line Voltage Luminaire options Prefix Wattage Finish CHV-. 2-Type it 250 HPSR -High Pressure Sodium Twin CT-Contoured 480V BRZ-Bronze PCR-Photoelectric Control Vertical 3-Type 111 320 Arc Tube,ReducedLamp 1000 Watt Clear MT-Multi Tap$ BLK-Black Receptacle Burn FP-Forward Throw 400 HPS-High Pressure Sodium Tempered TT-Tri-Tap6 PLP-Platinum LL-Less Lamp Perimeter 750 400,750 ,1000 Watt Glass Plus QC-Quick Connect Package FA-Automotive 1000 MH-Metal Halide BUF-Buff NO-No Options Perimeter 400 Watt WHT-White GR-Ground Relamping° 5-Type 5 Square PSMV-Super Metal Halide(Vertical) GRN-Green 250,320,401.1000 Watt MHR-Metal Halide Reduced Envelope 1000 WattZ CHH- 3-Type IN 400 HPS High Pressure Sodium F-Flat Horizontal FT-Forward Throw 750 400,750 WatO Tempered Bum 5-Type 5 Square 1000 MH-Metal Halide 400,1000 Watt Glass SMH-Super MstM Halide Q6 Watt CT-Contoured MHR-Metal Halide Reduced Clear Envelope 1000 Wattz Temp red G lass? 7 , — i i r EXAMPLE OF A TYPICAL ORDER CHV 5 1000 MHR CT MT PLP PCR 1- Use to match vertical appearance. 2- 1000 Watt Metal Halide is a BT-37 Reduced Envelope Lamp. 5- NIT—Multi Tap is shipped standard unless otherwise specified.Mufti Tap consists of 120V,208V,240V,and 3- 750 Watt High Pressure Sodium or 1000 Watt Pulse-Start Metal Halide 277V, Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. not available in Multi-lap. Specify voltage, 6- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 12OV,277V,and 347V. 4- around relamping option available on vertical lamps only. Consult factory Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. for height limitations. 7- HPSA-lamp available in types FPl£5 distribution only. ACCESSORY ORDERING INFORMATION (Accessories are field installed) tleseripld" Order Number Description Order Number PC120V—Photocell 122514 CHV2HSS—External House Side Shield 143586BLX PC208V—Photocell 122515 CHV3HSS—External House Side Shield 143587BLK P0240V—Photocell 122516 CHVFAHSS—External House Side Shield 143587BLK 0C277V—Photocell 122517 GHVFPHSS_External House Side Shiatd 1435878LK PC48OV—Photocell 12251E RPPC—Round Pale Plate(replacement) 141940CLR FK120V-Single Fusing FK120V BKA-RBO-WM-*-CLR Wall Mount Plate 123113GLR FK277V-SsNle Fusing FK277V BYA-BD-EC-6-CLR FAension Arm DFK208,240V-Double Fusing DFK208,240V Required for multiple fixture mounting 9 all 900 angles 142862ELR OFK480V-Double Fusing DFK480V BKU-BO-S-I9-CLR Upsweep Bracket 144191 CLR FK347V-Single Fusing FK347V Ground Lamp Changer 132678{320 Watt} 146018(400,1000 Wan) THE CHALLENGER° SERIES CHALLENGER The Challenger is the next big step in the evolution of light. Offering total optical flexibility in a sleek, aerodynamically designed fixture, the Challenger was developed with optimum versatility in mind. The one-piece, die-cast aluminum iuminai►e complements the architectural integrity of virtually any site. i Designed around a standard 400 Watt and a 1000 Watt reduced envelope lamp size,the WAM Challenger gives you a choice of either horizontal or vertical lamp orientation, plus a variety of lamp types and reflectors to best meet your application. The compact, low profile shape creates lower EPAs,which may allow use of lighter gauge poles. The Challenger is easy to install and to maintain. li SPECIFICATIONS ( HOUSING LIGHT SOURCES REFLECTORS/DISTRIBUTION One-piece,die-cast aluminum in a The Challenger is designed to PATTERNS. muiti-radiused,rectangular shape operate with High Pressure Sodium, The Challenger is available with a with mounting arm cast in as an High Pressure Sodium twin arc tube wide variety of reflectors. Vertical integral part of the housing. All reduced envelope,Metal Halide, burn systems include: Type it(2), hardware is stainless steel or Super Metal Halide,Pulse-Start Metal Type III(3),Type V(5),Automotive i� electro-zinc plated steel. Halide,or Metal Halide reduced Forward Throw(FA),and Perimeter i� envelope lamps.Clear tamp is Forward Throw(FP). Horizontal Bum DOOR FRAME supplied as standard. systems include-. Type Ill(3), The Challenger's one-piece,dle-cast BALLAST - Type V(5)and Forward Throw(FT). 'i aluminum door frame secures to the All reflectors are field-rotatable, �R housing with two internal hinges. High power factor ballast with enabling generous flexibility in Two stainless steel captive door re lid,,Super M d l a idelast a n Metal distribution patterns,withoutfixture fasteners allow easy access, Door Halide,Super Metal Halide,and High movement. Photometric data is frame may then be removed from Pressure Sodium fixtures feature a certified by an independent testing housing without tools. A one-piece CWA type ballast. All ballasts are tacility. extruded silicone gasket seals the designed far-20`F operation. door frame against the housing. Optional Quick Connect package FINISHES includes 150'C supply wiring plus Each Challenger fixture is finished LENS/GASKET modular Plugs for easy ballast wiring. with nuraGrip®,i_SI's revolutionary The Challenger is available with a baked-on powder coat finishing ARM/BRACKETS contoured cleartempered sag glass process to give the fixture an lens for vertical lamp optics. A The Challenger's integral cast exceptionally attractive appearance. tempered flat glass lens or contoured mounting arm is flat for square Standard finish colors are bronze, clear tempered sag glass lens is pole applications. The fixture may black,buff,white,green and platinum offered for horizontal lamp optics, also be mounted to round poles plus. The DuraGrip polyester finish A one-piece extruded silicone gasket using the round pole adaptor,which withstands extreme weather changes seals the lens to the die-cast is included as standard. An extruded without cracking or peeling.The aluminum door frame. B"arm extension is required for D90', finish is guaranteed for five full QW,T9T and TN 120' fixture years. SOCKETS configurations. A locking nut secures Porcelain mogul-base sockets two through bolts and a reinforcing feature spring-reinforced contacts plate to the pole,stabilizing it for easy c@US for long life. All sockets are factory fixture mounting. Uffm prewired with a disconnect plug for listed for wet rotations. the ballast. All HPS sockets are pulse-rated. PHOTOMETRICS Based upon 1000w Metal Halide lamp Type V Vertical Burn Type 3 Vertical Burn Type FA Vertical Burn Type FT Horizontal Burn Type 3 Horizontal Burn Front Front Front Front Front LI�WTINC, SYSTEMS 10000 Alliance Road•P.O.Box 42726•Cincinnati,Ohio 45242-0728•(513)793.3200•FAX(5i3)994-1335 } CHALLENGER L!Cs /TING SYSTEMS DIMENSIONS �- 211' B i J2' 12' 2 3/8, i 3112 --- - - 21/2§ 1 20" 311201 " 4 lit i g euopsweeo 8" Bracket LUMINAIRE EPA CHART Extension Arm Required Includes bracket. W 1. ■% A Slagle Digs, 490` T9W TN120` ago* Challea0er F CT F CT F CT F CT F GT F CT Cast arm l.8 2.0 3.7 4.1 - - - I - - Extruded bracket 1 2.2 2.3 4.3 4.6 3.9 4.3 j 6.1 6.5 6,3 6.9__L 7.7 8.6 Note: F-Flat Glass CT-Contoured LUMINAIRE ORDERING INFORMATION Select approprate choice from each column to formulate order code. Defer to example below. Luminaire Distribution Lamp Light Source— Lens Line Voltage Luminalre Options Wattage Finish CHV- 2-Type 11 250 HPSR -High Pressure Sodium Twin CT-Contoured 480V BRZ-Bronze FICA-Photoelectric Control Vertical 3-Typa 111 320 Arc Tube,Reducedl-amp 1000 Watt Clear MT-Mufti Taps BLK-Black Receptacle Burn FP-Forward Throw 400 HPS-High Pressure Sodium Tempered TT-Tri-Tapp PLP-Matiswm LL-Less Lamp Perimeter 750 400,750,1000 Watt Glass Plus QC-Quick Connect Package FA-Automative 1000 MH-Metal Halide BUF-Huff NO-No Options Perimeter 400 Watt WHT-White GR-Ground Relamping4 5-Type 5 Square PSMV-Super Metal Halide(Vertical) GFIN-Green 250,320,400,1000 WattJ MHR-Metal Halide Reduced Envelope 1000 Wae OH"- 3-Type Ili 400 HPS-High Pressure Sodium F-Flat Harizontal Fr-Forward Throw 750 400,750 WatO Tempered Burn 5-Type 5 Square MH-Metal Halide 400,1000 Watt Glass 1000 SMH-Super Metal Halide 400 Watt MHR-Metal Halide Reduced CT-Contoured Clear Envelope 1000 WatF Tempered Glass EXAMPLE OF ATYPICAL ORDER CHV 5 1000 MHR CT MT PLP PCR 1- Use to match vertical appearance. 2- 1000 Watt Metal Halide is a BT-37 Reduced Envelope Lamp. 5- MT--Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,240V,and 3- 750 Watt High Pressure Sodium or 1000 Watt Pulse-Start Metal Halide 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring. not available in Multi-tap. Specify voltage. 6- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V. 4- Ground relamping option available an vertical lamps only. Cansuft factory Tri-Tap is pre-wired for 347V- Alternate voltages will require field re-wiring. for height limitatians. 7- HPSR-lamp available sn types FP&5 distribution only. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Order Number P0120V--Photocell 122514 CHV2HSS-External House Side Shield 1435868LK PC208V-Photocell 122515 CHV3HSS-External House Side Shield 143587BLK PC240V-Photocell 122516 CHVFPHSS-External House Side Shield 143587BLK PC277V--Photocell 122517 CHVFPHSS-External House Side Shield 14358781LK PC480V-Photocell � 122518 RPPC-Round Pole Plate(replacement) 141940CLR FK120V-S-angle Fusing FK120V BKA-RBD-WM-'-CLR Wall Mount Plate 123113CLR FK277V-Single Fusing FK277V 6KA-Bb-EC-6-CLA Extension Arm OFK208,240V-Double Fusing 0FK2D8,240V Required for multiple fixture mounting a all 901)angles 142062CLR DFK480V-Double Fusing DFK480V BKU-BO-S-I9-CLR Upsweep Bracket 144191CLR FK347V-Single Fusing FK347V Ground Lamp Changer 13267E(320 Watt) 146018(400,1000 Watt) -f THE CHALLENGER® SERIES IcHALLENGER The Challenger is the next big step in the evolution of light. 10YMBr)ng total optical flexibility in a sleek, aerodynamically designed fixture, the Challenger was developed with optimum versatility in mind. The one-piece, die-cast aluminum luminaire complements the � architectural integrity of virtually any site. Designed around a standard 400 Watt and a 1000 Watt reduced envelope lamp size,the Challenger gives you a choice of either horizontal or vertical lamp orientation,plus a variety of lamp types and reflectors to best meet your application. The compact, low profile shape creates lower EPAs, which may allow use of lighter gauge poles, The Challenger is easy to install and to maintain. SPECIFICATIONS HOUSING LIGHT SOURCES REFLECTORS/D15 RIBUTION One-piece,die-cast aluminum in a The Challenger is designed to PATTERNS. i} multi-radiused,rectangular shape operate with High Pressure Sodium, The Challenger is available with a With mounting arm cast in as an High Pressure Sodium twin are tube . wide variety of reflectors. Vertical integral part of the housing. All reduced envelope,Metal Halide, bum systems include: Type it(2), hardware is stainless steel or Super Metal Halide,Pulse-Start Metal Type III(3),Type V(5),Automotive I! electro-zinc plated steel. Halide,or Metal Halide reduced Forward Throw(FA),and Perimeter FI envelope lamps.Clear lamp is Forward Throw(FP). Horizontal Bum DOOR FRAME supplied as standard. systems include: Type III (3), The Challenger's one-piece,die-cast BALLAST Type V(5)and Forward Throw(FT). aluminum door frame secures to the All reflectors are field-rotatable, housing with two internal hinges. High-power factor ballast with enabling generous flexibility.in Two stainless steel captive door removable/hinged ballast tray. Metal p distribution patterns,without fixture fasteners allow easy access. Door halide,Super Metal Halide,and High movement Photometric data is frame may then be removed from Pressure Sodium fixfures feature a certified by an independent testing housing without tools. A one-piece CWA type ballast. Ail ballasts are facility. extruded silicone gasket seals the designed for-20'F operation. door frame against the housing. Optional Quick Connect package FINISHES includes 15T C supply wiring plus Each Challenger fixture is finished LENS/GASKET modular plugs for easy ballast wiring. with DuraGrip9,LSI's revolutionary The Challenger is available with a ARM/BRACKETS baked-on powder coat finishing contoured clear tempered sag glass The Challenger process to give the fixture an Ions for vertical lamp optics. A 's integral cast exceptionally attractive appearance. tempered flat glass lens or contoured mounting arm is fiat for square Standard finish colors are bronze, clear tempered sag glass lens is pole applications. The fixture may black,buff,white,green and platinum offered for horizontal lamp optics. also be mounted to round pales plus. The DuraGrip polyester finish A one-piece extruded silicone gasket using the round pole adaptor,which withstands extreme weather changes seals the lens to the die-cast is included as standard. An extruded without cracking or peeling.The aluminum doorframe. F arm extension is required for 139T, finish is guaranteed for five full 090°,T90° and TN 120' fixture years. SOCKETS cnrlfigurati4ns. A locking nut secures Porcelain mogul-base sockets two through bolts and a reinforcing feature spring-reinforced contacts plate to the pole,stabilizing it for easy c&US for long lite. All sockets are factory fixture mounting. LISTED prewired with a disconnect plug for listed for wet locations, the ballast. A4 HPS sockets are pulse-rated. PHOTOMETRICS Based upon 1000W Metal Halide lamp Type V Vertical Burn Type 3 Vertical Bum Type FA Vertical Bum Type FT 1lorizm0al Burn Type 3 Horizontal Bum 14. S Front Front Front Front Front 44L fz" IGHTING SYSTENS 1 ONO Alliance Road•P.O.Box 42728•Cincinnati,Ohio 46242-0728•(513)793-3200•FAX(513)984-1335 M� CHALLENGER LIGHTING SYSTTEMS DIMENSIONS �_— 28" 61/2" 12" 4 a 3112" 31R' 21P2� 2(r 18 Upsweep Bracket LUMINAIRE EPA CHART Extensiort Arm Required Includes bracket. Challenger F Single CT F 0180'CT F Q90.CT F T90, CT F TN120*CT F 090'CT Cast arm 1.8 2.0 3.7 4.1 1 - - - - Extruded bracket 2.2 2.3 4.3 4.6 1 3.9 4.3 6.1 6.5 1 6.3 6.9 1 7.7 8.6 Nole: F-Fiat Glass CT-Contoured LUMINAIRE ORDERING INFORMATION Select appropriate choice from each column W formislate order code. Refer to example below. Lurafnatre Distribution Lamp Light source" Lens Line Voltage Luminalre Options Prefix Wattage Finish CHV• 2-Type 11 250 HPSR -High Pressure Sodium Twin CT-Contoured 480V BRZ-Bronze PCR-Photoelectric Control Vertical 3-Type Ill 320 Are Tube,ReducedLamp IC00 Watt Clear MT-Multi Taps BLK-Black Receptacle Burn FP-Forward Throw 400 HPS-High Pressure Sodium Tempered TT-Tri-Tap, PLP-Platinum LL-Less Lamp Perimeter 750 400,7501,1000 Watt Glass Plus OC-Quick Connect Package FA-Automative 1000 MH-Metal Halide BLfF-Buff NO-No Options Perimeter 400 Watt WHT-White OR-Ground Relamping4 5-Type 5 Square PSMV-Super Metal Halide Vertical) GRN-Green 250,320,400.1000 Wai MHR-Metal Halide Reduced Envelope 1000 Wee CHH- 3-Type I II 400 HPS-High Pressure Sodium F-Flat Horizontal F;-Forward Throw 750 �,7SO We Tempered Bum 5-Type 5 Square 1000 MH-Metal Halide 400,1000 Watt Glass SMH-Super Metal Halide 400 Watt CT-Contoured MHR-Metal Halide Reduced Clear Envelope 1000 Wattz Tempered Glass EXAMPLE OF A TYPICAL ORDER CHV 5 1000 MHR CT MT PLP PCR 1- Use to match vertical appearance. 2- 1000 Watt Metaf Halide is a BT-37 Reduced Envelope Lamp. 5- MT—Multi Tap is shipped standard unless otherwise specified.Multi Tap consists of 120V,208V,240V,and 3- 750 Watt High Pressure Sodium or 1040 Watt Pulse-Start Metal Halide 277V. Multi Tap is pre-wired for 277V. Alternate voltages will require field re-wiring, not available in Multi-tap. Specify voltage. 6- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V,277V,and 347V. 4- Ground relamping option available on vertical lamps only, Consult factory Tri-Tap is pre-wired for 347V. Alternate voltages will require field re-wiring. fa7 height limiiatlons. 7- HPSR•lamp available in types FP&5 distribution only. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Deseripliaa Order Number Description Order Number M PC120V—Photocell 122514 - CHV2HSS—External Hausa Side Shield 14BSMBLK P0208V—Photocell 122515 CHV3HSS—Extemal Hausa Side Shield 1435870LK PC240V—Photocell 122516 CHVFAHSS—External House Side Shield 1435878LK P5277V—Photocell 122517 CHVFPH55—External Hau5e Side Shield 1435876LK PC480V—Photocell 122518 RPPC—Round Pole Plate(replacement) 141940CLR FK120V-Single Fusing FK120V BKA-RBO-WM-"-CLR Wail Mount Plate 123113CLR FK277V-Single Fusing FK277V BKA-BO-EC-6-CLR Extension Arm DFK208,240V-Double Fusing DFK208,240V Required for multiple Mature mounting @ all 900 angles 142862CLR DFK480V-Double Fusing DFK480V BKU-BO-8-I9-CLR Upsweep Bracket 144191 CLR FK347V-&r,gle Fusing FK347V Ground Lamp Changer 132678(320 Watt) 14601E(400,1000 Watt) ®�►'� NOTE: ` EXISTING ZONING LINE SCALED FROM ZONING MAP ONLY " - '� � � DEVELOPMENT SUMMARY 19 rn0, 100 ASSESSORS MAP G12 LOT 7 �vMf ZONING: BUSINESS A / A`�''�F �"o REQUIRED EXISTINGPROPOSED f / 1.00' TO �, @ SITE DATA �l ZONE UNEy CUSTOMER SERVE PAC) (SEE DETAILS) LOT AREA N/A ±12,521 sq ft 25,079 sq ft PROPOSED BOARD TO BOARD FENCE t5 OFF OF �' A / LANDSCAPE EI i , PROPERTY LINE WITH LANDSCAPING BEHIND. AREA �* I I ��iti Fin B HIGH BOARD T� BOARD Retail COORDINATE WITH ADJACENT OWNER FOR FINAL FENCING AND LANDSCAPE PLACEMENT t r� DESIGNATED FENCE (TYP) LAND USE N/A SAME c-s+ PAOMMO SPACE / w/ Fuel Pumps (TYP) t8.Q0' TO EXI `f1NG BUILDING % LOT COVERAGE 50% MAX 9.8% (INCLUDES CANOPY) I I E ; C � ° DIMENSIONAL REQUIREMENTS EXISTING BUILDING TO BE REMOVED ! �' ;' I ; , ,� l E I r. rr ' 9 PY B 5.00 rP ALLEL bld bid canopy . ' �•;! a NJ S`r �° FRONT YARD 35 ft g r . . . . . -,.,:. 4 C 0 4$.5 ft 100.7 ft 35.0 #t . I I j. , . e F / _ ~ Yr' M REAR YARD 25 ft 21.2 ft 26,0 ft 122.2 ft 12'W x 22.5E CONCRETE , ` bldg. bldg, canopy _� f I DUMPSTER PAD WITH z` � VENT . ' / SCREENING FENCE;(SSE hldg. Bldg. canopy PROPOSED SITE SIGN �,;/ SIDE YARD N/A AILS} ;' j ;'.i ro: '1 1�✓ / F / ., 54.9 ft 1.0 ft 25.2 ft RCULATION rsCq f 5.00 MIN FROM �j. SITE LIGHTING fIX�URE:' I- ✓' -. ... 1 C; -'-PATTERN "� ~ N� . TO Sp �` , PROPERTY LINE (F�QNT;i�C Bldg. bldg. canopy V HEIGHT 45 ft (3 STORIES) t 20 ft 14.50 ft 17.33 ft °t `� DESIGNATED, EMPLOYEE' i ` p0•� /( ) yi�\ �'� r qH�QO, SIDE . SEE SIG -PLAN TAPER r i -{_BARKING SPACE (TYP} �^ r 'k© g i'+ EXISTING \ E DETAIL FENCE TO 3, 5 ;CONCRETE FOR'�,ISLAND CANOPY ' f U r BUILDING TO STINjtIGId71NG WALK I _ �'Yf BE REMOVED ��"CONE PAD ` �/ e�1X '�0 REMAIN LAYOUT .040 Y V TAPER HANDICAP ''� / ` f (�� ` SPACE WITW RAMP / `�.� FENCE AND SIGNAL£ / / TO�3: . SITE PLAN NOTES (SEE`DETAILS) f/ �..r / BERM 0 ` r` �. m -'l" s(ty JJB LUMINOUS / r�f" i" NOSING BEGIN VERTICAL CURB CONCRETE?Qoo. • `� ba err � LOADING _;i.y .,t p�c�;;+/� O3 r��, // ti y PAVEMENT ( ') �� (MATCH EXISTING) �,. 1. ALL METHODS AND MATERIALS USED IN THE CONSTRUCTION OF - `� o. Cpy , AREA �. �.b a / ( F, �= IMPROVEMENT FOR THIS PROJECT SHALL CONFORM TO THE CURRENT ♦ �N� C! '� N O e d f ' ry .�ip o tiJ TYP) / G .. TOWN OF AGAWAM CONSTRUCTION SPECIFICATIONS. WHERE THESE ,o �i�,r 'S� / ��A�FF, MHD STANDARD i •�ND F '�`' P��J� ' ;�'�- 3 w x 9 L �A ma's ��4 �F�`�` , F, �o HANDICAP RAMP STANDARDS DO NOT ADDRESS CERTAIN ITEMS, CONTRACTOR SHALL CONCRETE- �� - TYP � REFER TO THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION �s e ( ) a // DISPENSER.-I�Li9ND °, �� ;/ f HIGHWAY DESIGN MANUAL, JANUARY 1999, STANDARD SPECIFICATIONS, .� �� „/� r o Q AND TO STATE BUILDING CODES. ` ' for 9 r • // 18.62 Lf 9 / 40 ro s FNr i ` Rao• { � ro /�_ Sao 2. EXISTING BUILDING AND OTHER SITE FEATURES SHALL BE REMOVED eF �q / EXISTING 4.00 �5� n Q�� AND DISPOSED OFF SITE (SEE GRADING & UTILITY PLAN). SEPARATE ` - C) E �.. rq'CN PUMP Bill. � �. WHITE PAINT DIRE �,de PERMIT MAY BE REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR EQ R 35 r/� } 7/,.4 ��\ 1� CGnG, /r ARROW TYP ( ) / OBTAINING ALL PERMITS WHERE NECESSARY. '� '• 9.ti ♦ �� p f{ o` PROPOSED VERTICAL FA . p�.301 �, R=4 Tp 20 �. '' t�G�a GI."R8 {TYP} 3. ALL SIDEWALKS AND RAMPS INDICATED SHALL MEET ALL (3) PROPOSED UNDERGROUND TANKS O,oF R� k pp,'IDrU / �� 'L 1 PQ �� REQU;?-;EMENTS OF THE AMERICANS WITH DISABILITIES ACT OF JULY 1991 DOUBLE-WALL FIBERGLASS \��. • Nrti '%a, /1 NT S R�12•$ l oSG �G}`� EXISTING SIGN TO B TITLEF; TITLE III, AND ANY STATE, COUNTY, LOCAL OR OTHER TOP OF TANK f3'-O" BELOW GRADE '' l� Er APPLICABLE LAWS. RAMPS SHALL BE PROVIDED WHEREVER AN (1) 12,000—GALLON; 96"DIA. X 37'-1/2" LONG .`� �� ° ' r S��`� REMOVED ACCESSIBLE ROUTE CROSSES A CURB OR IS PART OF AN ACCESSIBLE (1) 10,000—GALLON; 96 DIA. X 31 — fi 1/2 LONG jj �.r 'P r �. �p3 GF- EXISTING GAS LAh�; (1) 8,000—GALLON; 96" X 26'-1/2" LONG `�j' END CURB A ��_ `��S• ` '�_ ,t c��S�-o BE REMo ROUTS THAT HAS A SLOPE OF 1:20 OR GREATER. THE RAMP SHALL (SEE TANK INSTALLATION DETAILS) ,' F,r�G�o / HAVE A MINIMUM WIDTH OF 36 INCHES, A MAXIMUM SLOPE OF 1:12, 1C, 2'x5' TREE I/ AND A LANDING AREA OF NOT LESS THAN 60 INCHES. s0 • S ` _. ,' NO O (SEE LAND APE P N, 4. DIRECTIONAL SIGNAGE SHALL CONFORM TO THE MANUAL OF �� ro �NrR G� 8.84' TO CANOPY Q�Lo 1, 7'^"• 7 WII CONCR� - ( } J SE© � r W ( ) UNIFORM TRAFFIC CONTROL DEVICES MUTCD . W6 ;; MHO STANDARD HANDICAP RAMP h,H SEE ADDITIONAL NOTES SHEET 3 POSITIVE LIMITING BARRIER (TYP) 79"-8.25" ��jl V COLUMN 9' x 3' RAISED PUMP (TYP) ISLAND {TYP} �oOO1 ——— ———— ._.. CANOPY ......._.——_...__.�.`—_....__,�\ ZONING DATA o _ CANOPY gp Q0' I 1 SETBACKS:A ? ' ISLANDS FRONT - 35' �� 0 o CONCRETE moo. SIDE - NONE* °' `],��Q1 o PAD � o REAR 25 PARCEL DATA FACE CONOPY --�- MAX. BLDG. HEIGHT - '--' �"" — 3.0Q' 45' OR 3 STORIES* 0 . LOTAREA - NONE* A.P. G12, LOT 7 MAX. LOT COVERAGE - 50% N/F 26.56 � AGRICULTURE PETER J. SMUS (TYP) 4" DIA. ISLAND DEED BK. 9172 PG. 560 SETBACKS: BARRIER (TYP} FRONT - 35' #12 WITHERIDGE STREET 9.3 3' ISLAND ISLAND LOT AREA: OTHER BLDGS. - 100'* 12,521 S.F.t OR SIDE - 15'* 0.29 Ac.f REAR - 20'* MAX. BLDG HEIGHT - A.P. G12, LOT 8 DISPENSER AREA MIN. LOT AREA — 20,000'S F*) V.S.H. EALTY, INC. LAYOUT DETAIL MAX. LOT COVERAGE - NONE* DEED BK. 4189, PG. 103 MIN. LOT FRONTAGE - 120'* #794 SPRINGFIELD STREET *-REFER TO CITY OF AGAWAM, MA LOT AREA: ISSUED FOR PERMIT REVIEW ONLY 12,558 S.F.t OR ZONING ORDINANCE FOR FURTHER 0.29 Ac.t INFORMATION. REVISIONS 12,564 SQUARE FEET 794 Sprirn gfTel d Straftt �� ,rt+A OF 03/18/02 ARROWS, OFFS IE WALKS, NOTES PER TOM 0.2 9 ACRES AGAWAM , M A S S A C H U S E T T S &RCPID `, 03/28/D2 PARKING, TREES, FENCE & GEN. PER SPR. OWNER DEVELOPER vwl 04/02/02 DISPENSER AREA & CANOPY LAYOUT v# 0711 SCALE 1"-20' GAROFALO & ASSOCIATES, INC. 74 07/22/02 TANK LOCATION DATE: 02-04-02 feet CIVIL & STRUCTURAL ENGINEERS\SURVEYORS �O Store 167 0 0 �a JOB NO. 5790 ° 10 2Q 40 8° ,2o LAND PLANNERS ENVIRONMENTAL SCIENTISTS p 1 " = 20` P.O. BOX 7$6 PROVIDENCE, R.I. 02901° s 10 zo 30 meters 1-401-273--6000 -7 ZVo2 GAS STATION 85852067 777 Dedham Street Canton, Massachusetts 02021 DWG 5790-5elecfmonTonk-BASE I - 2 WILLOWI3ROOK 860A 632 R0667ELL, CT 06416 ` SITE LAYOUT PLAN SHEET 2 1596-1038 .