Loading...
HomeMy WebLinkAbout1000-122.-7-3 . ,~~ D Southo1d. N.Y. 11971 (516) 765-1938 January 29, 1988 James K. Quackenbush Real Estate Coordinator Friendly Ice Cream Corporation 1855 Boston Road Wilbraham, MA 01095 RE: Proposed Friendly Restaurant Dear Mr. Quackenbush: . The following action was taken by the Southold Town Planning Board at the regular meeting on Monday, January 25, 1988. RESOLVED that the Southold Town Planning Board send the site plan to the Building Department for certification subject to the following: 1. Removal of the easterly curb on State Route 25 and replacement of same with landscaping. . 2. Additional landscaping as follows: a. Four (4) street trees (silver linden) on Old Main Road. b. Two (2) trees (green ash) along the east property line adjacent ,to the gasoline service station. c. Three evergreens (8' high) (white pine) on the lawn along the east property line. d. Low shrubs between 2 and 3 feet in height shall be placed parallel to the curbing for the interior parking areas and paving areas that face State Route 25 and Old Main Road. The shrubs shall be set back from the curb a distance of 4 to 5 feet. The shrubs shall be planted close enough so as to form a visual screen of the parking area, within a year after planting. e. The aborvitae screening along the westerly property line shall be modified as follows: 1. Several species of arborvitae or other suitable evergreen species shall be used. 2. The plants shall be staggered to the extent possible, as opposed to being placed in a straight line. 3. Evergreens are to be placed along the entire length of the stockade fence and westerly property line to the lease line; see map. Mr. James K. Quackenbush - January 27, 1988 _ Page 2 4. Arborvitae are to be placed around the south side of the propane tank. f. A small tree is to be placed within each of the 7 marked planting areas within the parking area; see map. RecommendE.~d specie_s: Japanese Stewartia. 3. Paving and parking may not extend beyond the lease line. Revise. drawings and numbers of parking spaces accordingly. Upon receipt of six copies of the revised plans, this office will forward the plans to the Building Department for certification. Very truly yours, ~~frA BENNETT ORLOWSKI, JR. CHAIRMAN SOUTHOLD TOWN PLANNING BOARD =----'~.--~_._~_,___.,_~..."c._..~.._~__~.~,_"~"_"._,..~__ , . 1~~\~' /~~rper ,Jtrf.I~vm?~ ""?Lct- ~-s. ~'j v.-\:>4 (JK(;ft{~ hJ ~'--)fO t.<rrl1'YVu-f If.JAYV ~ . STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE. N.Y. 11788 MICHAEL J. CUDDY REGIONAL DIRECTOR October 20, 1987 FRANKLIN E. WHITE COMMISSIONER Town of Southold Planning Board Town Hall Southold, NY 11971 Attention Valerie Scopaz Gentlemen: Proposed Friendly Ice Cream South Side Route 25 Approximately 269 Feet East of Old Main Road, Mattituck Site development plans for the above noted project have been reviewed by this office. Before a Highway Work Permit will be issued at this location, we will require the following revisions: 1. Remove the intersection-type driveways in favor of two 30 foot drop curbs. 2. Install concrete curb and sidewalk across the entire frontage of the property. 3. Install catch basins in driveway areas as shown, with indication of flow lines from the property line back to each basin. 4. Install concrete curb and channelization and interior curbing. 5. Install asphalt shoulder as directed by NYSDOT in accordance with typical sections attached. The above comments are all reflected in the marked-up print attached. In addi tion to the above noted revisions, we will also require a performance bond in the amount of $5,000 (sample enclosed) and a check to the State of New York for $152.50. Upon receipt of these, Highway Work Permit applications will be prepared for signature by Friendly Ice Cream Corporation or their contractor. RECEIVED BY soun~H~Nl~;:;~:G BOARD ..... ....981...= HARRY R. Regional vAi, cc: Friendly Ice Cream Corporation HRT:JS . . PERM 44d (3/82) . (SAMPlE fORM) SURETY BONO (PERfORMANCEI IINSURANCE ANO INOEMNITY COMPANY ~I_ _ ~ ____ AMOUNT"" ~ "'. Q -.:::? 80ND NO. KNOW All MEN BY THESE PRESENTS. That we, (PRINCIPAL'S NAME) having its principle place of business at ' as Principal, and the (INSURANCE AND INDEMNITY COMPANY,) as Surety, having an office and usual plaCEt of business at are held and firmly bound unto the DEPARTMENT OF TRANSPORT A TION OF THE STATE OF NEW YORK in the sum of for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns. jointly and severally, firmly by these presents, WHEREAS, the Principal will submit and has submitted plans and specifications for work, within a State Highway I deemed necessary by the Commissioner of Transportation, or his duly aut .zed delegate, and WHEREAS, this bond is for the purpose of insurino and 9 work as reasonably determined by the Commissioner ranspo mits for the purpose of constructing drive walk, drainage and excavating for Jurisdiction of the State of New York, WHEREAS, the Principal has received and will apply from time to " entrances, sewer lines, water mains, gas mains, street intersection miscellaneous structures, etc., on or within the right of way of highways Department of Transportation, he timely and workmanlike completion of such his duly authorized delegate. IT IS AGREED and understood among the p 0 that upon the reasonable determination that such work is not being timely performed or is not being or has not I:j rformed in a workmanlike manner by the Principal, the Commis- sioner of Transportation or his duly authori delegat require the Insurance and Indemnity Company to promptly com- plete said work in a timely and workmanli;, ner, or om missioner of Transportation or his duly authorized delegate may direct completion of said work w' h fo /~ sen by the Commissioner, the costs of which work will be reimbursed by the Insurance and Indemnity Comp unt designated above, all of which determinations shall be within the sole and exclusive discretion of the Transportation or his duly authorized delegate. IT IS FU ED that the Principal and the Insurance and Indemnity Company shall further indemnify, save harmless and pay th ork State Department of Transportation, any damages, loss, charges or expenses which shall, in any way, be sustai r incurred by it in relation to or in connection with any and all such claims, actions, suits or pro- ceedings at law or in equity. that the ipal and the Insurance and Indemnity Company shall indemnify and save Department of Transportation, from all liability, damages and expenses of every kind to persons or property and arising from and in consequence of any license or per- ully perform the duties and privileges pertaining to any license or permit and shall restore al conditions. IT IS FURTHER AG harmless the said State of and nature, resulting directl mit, and shall well truly and such State Hig to their This bond takes effect pleted and accepted. and shall remain in full force until the work is satisfactorily com- PRINCIPAL'S NAME ,/ BY Title SURETY'S NAME v BY Title Company Seal NOTE: Attach Power of Attorney, Financial Statement and acknowledgement by representative of the Surety showing his powers to execute such instrument. . . . -rYP/CAL SEC770/1/S' ,,'., J1Hv.t/tI', _..l1~ nt/"""~ ,~_.d;L'~.\SCS::~___~bq~ d_'~~'.')}~1.t. () 1'7 o,Jb,;:.J..A1IL C'an..r.~ uco"'- ~a._ '.Dt!!C' /.h c ",,r,.!2a , ~A~<ft~.._ . .. -'" '0" AS DllllE'TED 8t' ..... - N. . S P MIT .... .Il-,t) ~ N b"~/nt' s-dwtJ/L J' ~ . .~ ~I~",- SclC'/Jon 7h~v bro.o C'(/r a , ~ /./,,' r ~ ./"J. /. ." / , II'" r.~ ....... ... '.. JiI ~ 4'" SI~~ . "'.: ~.",.t, !'-'. ...,..,1111.' ......:' ..;"'!,....-"" ...... ~....:~..,....:-'o\::~'f;............~.....:~~' /"I '-'("V"'''. I , . . .' ','.' '.... I.... .,'..,. .~. = or (} ~ .... 'h~4, .2~'.v/~~ "~i. .:..:. "..... I 0'$) c1f~. ,.. ) . ..~. ~I (;,t.4 .. J/~,,"':''' );., v ... , / !J '" 7i>,P / ",/ tt'%;/!:-,Y. ~h~ ;J~r'" - . -11~ f:/sc~:;} _ ~ " o .., b.' .1'" ~// C~ 10' H1//1. h naK ~...J. (:v.-.6 'QT- 2. J (j 7.J'.-P . .or~ CtN-,6 (S~Z. I as '''4cr~ 210 ~ ~~q,?s/~" .-..;,'; : ~ ~__l__ __Bo?lb~~~GI,..J~L___L --- ~ .E~yo,f~t? .gt LJ'7'~_ C't-;r~ ~I I ~ ~ /I,.. ~'-r r; I . .6,~ . <JI'i '"".... . -~- ~/i')I.:j I . . Southold. N.Y. 11971 (516) 765-1938 October 15, 1987 James K. Quackenbush Real Estate Coordinator Friendly Ice Cream Corporation 1855 Boston Road Hilbraham, MA 01095 Re: Proposed Site Plan of Friendly Restaurant, located on the Sls State Route 25, 270' Elo Old Main Road and Bray Avenue, Mattituck SCTM# 1000-122-7-3 Dear Mr. Quackenbush: The above-referenced site plan has been reviewed. Please submit copies of a revised plan showing the following changes (use enclosed copy of marked plan for reference). Landscaping 1. Add street trees around the perimeter of the site as per Highway Specifications, a copy of which is enclosed for your convenience. 2. Redesign parking area to include curbed planting areas twenty (20) feet deep and with rounded edges. Planting areas should anchor the end of parking rows. 3. Suitable landscaping should be planted on slope adjacent to Stanley Fliss' property line, to hold the slope, to screen neighboring residence from view and to screen propane tank and dumpster from view. 5. consider sprinklers for all landscaped areas particularly in planters adjacent to building because the 2 foot overhang will prevent rainfall from reaching these plants. T . .. . Southold, N.Y. 11971 (516) 765- 1938 Page 2 - Mr. James Quackenbush - October IS, 1987 Paving 1. All paving within the site is to be contained by concrete curbing. 2. Substitute asphalt for stone at curb cut on Old Main Road. 3. Extend curbing along SR 25 and Old Main Road. 4. All parking spaces must be twenty (20) feet long. 5. -. Terms of N. Y. S. easement should be explained. Lighting Signs, Utilities 1. Provide information on the design, height and wattage of the proposed exterior lights. 2. Reduce sign height from ground level. 3. Electric service should be placed underground. Drainage and Grading 1. Proposed slope on southeast border (next to Fliss residence) should be buttressed with a timber retaining wall or suitable slope stabilization plantings. 2. Soil borings should be taken in vicinity of leaching pool clusters to determine if depth of pools may have to be increased. Upon receipt of the revised plan, the Planning Board will proceed with its review of the site plan. If there are any questions do not hesitate to contact this office. In closing, the Bo~rd wishes to commend you and your staff on the quality of the site plan. It was thorough, neat and complete. Very truly yours, ~/~~O+fO(U5\P~ /1,J;rlP ~NNETT ORLOWSKI~~R. CHAIRMAN SOUTH OLD TOWN PLANNING BOARD - - -- ~ - - . . ~~~- .~1~ ~11l.oo1"- WAA'ir ~~C..A.- OV\ et.. ~~ ~ ~~i. :.<=~~ ~C-.L- /l'VIA.;htt k ,(..(~..Q.. ~ a..v- ~~) ~~ ~ ~ ~N L. ~/Q.>>-Q ~ ~~cJ '1'.., ~ ~~ ~i ~I' ~~9/<:; 1.)~~ ~~.o:\. . ~w\ (1UJ" ~) ~ :tA.J"" r ~ ~Q.v\u-"k. c....."t.-CA- p~ ~..Q.R b h~~"i' ~. ,,~ \,,~ A)~ ~ ~ ~r ~ ~}.o. } f~~ ~ ON4-; Jrlc~ D.,~ ~ \A).~ ~ ~~-tl~ . rMh~ ctLtJ A I-v 67'0 F / . . Southold, N.Y. 11971 (516) 765-1938 MEMORANDUM TO: victor Lessard, Executive Administrator FROM: Southold Town Planning Board ~ October 6, 1987 DATE: RE: Proposal for Friendly Ice Cream at Mattituck Attached is a site plan for Friendly Ice Cream Restaurants to be located at Mattituck. Would you please review this and advise us of your comments with regard to this proposal. Thank you. Sidney B. Bowne, P.E., L.S. ( 1922-1959) Chester C Kelsey, P.E., L.S. Alexandre W. Mercil, P.E. Robert A. Stanton, P.E Robert W. Brown, L.S. Zabdiel A. Blackman, P.E., l.S. . . SIDNEY B. BOWNE & SON '{j'~g~ 45 Manor Road Smithtown, N.Y. 11787 (516) 724-0611 Roland Anders Frank Capobianco Roger L. Cocchi FrancisJ.Lynch Philip Schlotzhauer Joseph F. Stegman Paul F, Stevens WilliamT Styne Richard B. Weber George A. Style, P.E Jerry D, Almont, P,E George l. Fagan, Jr., Ph.D., P.E. Thomas R. Pynchon, l.S. August 28, 1987 Mr. Bennet Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 RJ;CEIVED BY SllUTHOLD TOW~ P~~Rl~ BOARD S r P "_"-Y:'-' - LJJ~ it Re: Site Plan for Friendly Ice Cream (SBB No. 87121) Dear Sir: We have reviewed the above referenced site plan and have the following comments. As per the town's memo, the appl icant should be asked to submit a revised plan showing the entire parcel under common ownership. The proposed grad i ng plan appears to be appropri ate cons ider- ing the existing road grades to be met. The proposed slope on the southeasterly side should be enhanced with a small timber retaining wall and or planting for slope stabilization. Proposed drainage appears to be adequate; however, soil boring results should be obtained in the vicinity of leaching pool clusters in order to determine if the effective depth of the pools may have to be increased during construction. We recommend two curb cuts (one entrance and one exit) on Main Road and one "exit only" on Old Main Road. We concur with landscaping along Old Main Road. the town's recommendat i on for enhanced with street trees fronting on Main Road and MINEOLA . SMITHTOWN . NEW YORK CITY . CLEARWATER An Equal Opportunity Employer M/FIH . . TOWN OF SOUTHOLD August 28, 1987 Page 2 _ The appl icant should provide data on the wattage of proposed lighting. If you have any fu rther quest ions, please do not hes i tate to contact this office. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS 1~~~~ VINCENT MAR1CONDA VM:jo xc: Ray Dean V. Lessard R. Jacobs SIDNEY B. BOWNE & SON Consulting Engineers . . Sidney B. Bowne, PE, L.S, ( 1922-1959) Chesler C Kelsey, P.E" l.S. Alexandre W. Mercil, P.E. Robert A. Stanton, P.E Robert W. Brown, L.S. Zabdiel A. Blackman, P.E., L.S. SIDNEY B. BOWNE & SON '{f'~g~ 45 Manor Road Smithtown, N.Y. 11787 (516) 724-0611 "~,--,, .--'--" y~ \1)// George A. Style. P,E Jerry D. Almon!. P.E. George L. Fagan. Jr., Ph.D., P.E. Thomas R. Pynchon. L.S August 28, l' Mr. Bennet Orlowski, Jr., Chairman TOWN OF SOUTHOLD Planning Board 53095 Main Road Southold, New York 11971 Re: Site Plan for Friendly Ice Cream (SBB No. 87121) RECEIVED D J SOUTHOLO TOWN PLANNUUOARD <) -0'\ .:: ~? hi \...,(j ~, [jj~i i: Dear Sir: We have reviewed the above referenced site plan and have the following comments. As per the town's memo, the appl icant should be asked to submit a revised plan showing the entire parcel under common ownership. f- The proposed grading plan appears to be appropriate consider- ing the existing road grades to be met. The proposed slope on the southeasterly side should be enhanced with a small timber retaining wall and or planting for slope stabilization. I - Proposed drainage appears to be adequate; however, soil boring results should be obtained in the vicinity of leaching pool cl usters in order to determi ne if the effect i ve depth of the pools may have to be increased during construction. We recommend two curb cuts (one entrance and one exit) on Main Road and one "exit only" on Old Main Road. We concur with landscaping along Old Main Road. the town's recommendat i on for enhanced with street trees fronting on Main Road and MINEOLA . SMITHTOWN . NEW YORK CITY . CLEARWATER An EQual Oppor1unity Employer M/FfH TOWN OF SOUTHOLD August 28, 1987 Page 2 - The appl icant shoul d provide data on the wattage of proposed lighting. If you have any further questions, please do not hesitate 1:0 contact this office. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS (, 1 1 r J)A1~ 1J~ VINCENT MARICONDA VM:jo xc: Ray Dean V. Lessard R. Jacobs SIDNEY B. BOWNE & SON Consulling Engineers . . {llli!:!!!!!!f Friendly Ice Cream Corporation Real Estate Depart~ent (413) 596-2481 1855 Boston Road, Wilbraham, Mass. 01095 413.543-2400 July 22, 1987 Ms. Joan Davis Southold Town Planning Board Southold, NY 11971 RE: PROPOSED FRIENDLY RESTAURANT - MATTITUCK, LINY MAIN ROAD Dear Ms. Davis: Per your letter dated July 1, 1987, attached please find eight (8) copies of Drawing #S-l dated July 20, 1987 which shows the entire parcel #3. I believe this should be adequate for your needs. Also enclosed are: Drawing SA-1 -(8) copies - which has been revised (7-20-87) to reflect the S-l Plan. - Drawing #2 -(8) copies - The only change on this plan was the relocation of our gable end sign from one side to the other. If you have any questions, or need further information, please feel free to contact me. Sincerely, ~<;. ~""'~<t"'~l>'" James K. Quackenbush Real Estate Coordinator JKQ:hs Enclosure cc: Ed Miller, w/attach. 'ReceIVED BY ~umOLD TOWN PlMi~!li:G BOARD JUL 23 7987_ . . T LD Southold, N, Y. 11971 (516) 765-1938 July 1, 1987 Edward G. Miller 532 Knoll Court . Seaford, NY 11783 Re: Friendly Restaurant at Mattituck Dear Mr. Miller: The above mentioned site plan has been reviewed and the following information is needed prior to review by the Planning Board: Page 1 must show entire parcel of property and proposed use of same in relation to Friendly Restaurant; unless subdividing property first, in which case, a subdivision application should be made. If you have any questions, please feel free to contact our office. Very truly yours, ~&~)W.~ BENNETT ORLOWSKI, JR. CHAIRMAN SOUTHOLD TOWN PLANNING BOARD. By Joan Davis '4.~~ 'l ,~41 .~ " '.' '.,' . .a.. . (-' '" " ,~ , ..( ..' Ii :-==.~" ::A n /,;, '-- 1\ ~ '- :-"c','. I, PROJECT LD :-..L.;....'SH, 't():>l.K SP.T( mp."'in.\\E~T OF E~;VIRC~\\f."'T.l.L C8~,S~:>l.V^7:C~j OIV!510:--1 Cf REC'-..L\TO;U Al'f"'IR5 State Environmental Quailty Review SHORT ENVIRONMENTAL ASSESSi,'ENT FORM For UNLISTED ACTIONS Only R~ ~ \\D\'61 PART I Project Informatlon (To be com;Jleted by :\pplicant or Project sponser) 1. Appllcanlj~pon~or I , PrOject NJme FRIENDLY ICE CREAM CORP. FRIENDLY ICE CREAM RESTAURANT J. PrOject location: MATTITUCK, MAIN RD. RT~. 25 MA I l>UWAD, N~UFFnLK Municipality enl n & ULD .. Is proposed action: UI Now o Expansion o Modification/alteration ,- -, 5. Oescflbe project briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT - .. Precise location (road intersections, prominent landmarks, etc. or pro....ide map) 270 '.2:- EAST OF INTERSECTION OF OLD MAIN ROAD. - 7. Amount 01 land atlected: Initiallv acres Ultimately l;"QQ2 acres - 8. Will proposed action complv with eXIsting lOnmg or other existing land use restnctionsl fJ Yes 0 -No If No. describe briefly 9. \Vh.lt IS pre~ent land use In VICJnHV ot proJectl o ResidentIal 0 Industrial 0 CommerCial o Agriculture o P,Hkland:open space ~ Other .' Describe: .-. GENER,~L BUSINESS DISTRICT 10 Does action Involve a permit/approval. or funding, now or ulllmately, from anv other governmental agency (federal, state or local)r ~ Yes 0 No If yes, list agency(s) and permit/appro....als STATE D.O. T. . ". Does any aspect of the ,,"ctlon ha....e a currently valid pelmlt or approvaU o Yes Qq. No If yes, list aaency name and permit/appro....al type , .. " A, re'ult ot prOPosed action ....ill eJlntmg permll/approval require modificatlonl o v" IXJ No . I CERTIFY THAT THE INfORMATION PROVIDED ABOVE 1$ TRUE TO THE BEST OF MY KNOWLEDCE Aopll(ant'sPonsor name MICHAEL SOULIERE (CHECKER) Date' 4/27/87 :' ,/ ~{tf;2r- S,.-nJ1Ule -0z!j'~;;-" t If the action is in the Coastal Area. and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment (j)k)'{lsd b.Cf OA;i(). td" ",/ I .liJ" \ , .~.------ ,I).'" u)WLL . ~--cIiiE T lAJ!.. -c- -~ \J NO. \26 SEE. SEe ~ROPERT\c.5 E ALL S' O'fltEH",IS . DistRICT UNLESS DR~"'M ,.....E fO\..\..O',HttG ."..,0____ A.RE WIT"'I" SEwER ~ ---- sc.t4.00\..~. HYORAN'---____ ",...- '!~ wA.ltR ------ ~ f1'E~~ ----- "G"'''~ _ REfUSE----- .. ~ PARI(-- ~ ~ ! ~ ",. ~ ,0" Y' .' - ..." o . J; "'~ ~ " ",. .} ~ ,,'" '" (1) ""to \..f.,' ",'> ..,.- ~. " ~ : ~ .,'> () '); -...0-: ..'" "'z ::; '" '" '" " ci_'g z~o -lO~ "''''0 , ~0 I \ (i.'t5 ~ 1 ,j o. '4 "', \ 8.Z 55.4lll c\ . o <", , 'U' ~\ ' /, -,''1 IjJJ L~ ,'.c"', \ "-",",,,. - MATCH "0 ,l f ...,J I .... /" ~ ~ ~:~/".l-; 'f",~J'\ ~.' ..;.,.' ~\;."'."'O. ~o, NO. . _.H--- . ..!olol'l .... d,oo,o.!.u,c,L't"I..- R.-- OecdO\!I\e. . n'f . _- . 1\$,01'1 O nic' L,I\C - @ ..~ led O''''C ReI,,",," ,$ ,1.,..0 BlOCk tolc.. 13 Oeed ~leO \ lotcdNCQ porcel NO. , t1.1) \ Co cu aleck ~o. Svbd;~i..,on Legend f.-- --' ,,'~-- --'" _--L---- p.-- --' ,--- --' 0. ,-'\. .Yu'.' ,> r--("\(...l...-~".: (); J , , fire Oi..U.t1 Line __--- 'fio1er Oi~tric' Line _---- Light Oi~\fiC1 L;:\e ..-_---. \ por\. Oi~Hic1 Line _..-_- Se...rr Oi~1flct L,re ___SCH-' I p,e<;l(JIeo By -.EL ll-.KER, JR. ~.y.P.E. 34412 Dl'Tsuhi"9 E",ille..' . Pel'\nsy\.-:1nIQ ;!oesUr, _ County Line R OW Line -- ,.o....n Lille prope:tl or ~ C "'....on o....ner_-z;- \v-.\oge Lill," o.-nc'e~ 0 ., Sub~i.-iS.iOO Lol Line ----- 8\oc\c. Lif\'l,l . d ~ I c:. hool O,~'fic1 Line R01\rOO _.._~\Wc s,!.eotn ..~ " __..-."t <01..[1:.,,,,,$11..\,.11:5 CO. ----- _.._ II '" " SEE SEC. NO I~ AJ,\-/ .;. I. (! (-, ("". (, "' .Y.._" ~C1 :-<.~ ~- -------rf~/ ~ v' /". ~'\-'~\ -J':':':'! ,''u'U ,. -JJ-o D -c: NotiCE S"'LE ()A AL"E"AtlOM. Of l~E WAtN,.EMAMCE Of ...N'f' poRlION f'~otUB'tED ~~;~~tt~~~~N l"'~~i~~E o~:C~ 'II',l"'OU OPEftt'f' t"'X ~E"L pR '-' "J,J . JJ iJel. >i--- ... {3J.) 1;-" b'2'S. \ \2.A.{d) 1'2:.\" \ , j'T1 ~.ll I. I; I i , I I .. H"~'H ,. 'l~) ."(. ..', ",' '.ce' I P:{OjEClI.D I I :-'L;''''\SE~ .. ..~" , 1\ ~"J\~' 1'.;", - ~ '--- .~ :"0[',', "n~!( ~~A"7( C€P.o,i?i\\[ST CF t~.\'IRO~,,\'[~;Al C:::'.')~?\'.,^,,:O'< DI'ViS:C~ CF .'<.tC",-,\iCR'f f.tr'l:RS State Environmental Quailty Review SHORT ENVIRONMENTAL ASSESS1.1ENT FORM For UNLISTED ACTIONS Only PART I Project Informatlon (To be co:-r.p!e~ed by ;\pplicant or Project sponser) , Appl,cant.;sponsor I 2_ Pro]ect :-.lame FRIENDLY ICE CREAM CORP. FRIENDLY ICE CREAM RESTAURANT J. PrOject location: MATTI TUCK, MAIN RD. RT~. 25 N~UFFOLK Municipality " n & uLD MA I tJou!'\9AD, ---- 4. Is proposed action: (]J Now 0 Expansion 0 Modification/alteration 5. Desctlbe: prOlect briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT ----- ------ 6. Precise location (road intersections, prominent landmarks. etc. or provide map) 270'.:t. EAST OF INTERSECTION OF OLD MAIN ROAD. -------------- 7. Amount 01 land aifected: Initiallv acres Ultimately -1~~ acres 6 Will proposed action comply With eXIsting zoning or other existing land use restfl(:tlOnsl kJ Yes D -No If No, describe briefly 9. ."'hat IS pre~ent land use 1I1 v'Clnlty oi ~HOleC!1 D ResidentIal 0 Industrial 0 CommerCIal o Agriculture D P,Hkland:open space Pi) Other -. Describe: .-. GENERJlL BUSINESS DISTRICT 10 Does actIon Involve a perm,t.lapproval. or funding, now or ultimately. from any other governmental agency (federal, state or 10caJ)r ~ Yes 0 No If yes, list agency(s) and permit/approvals STATE D.O.T. l' Does any aspect of Ii'll' .action have a currently valid permit or .approval' o Yes ~ No If yes, list agency name and permit/approval type " A~ lesult of propo~ed actIOn ....111 eXlstmg permll/approval requue modlficat,on' o y" IX] No I CERTIfY THAT THE INFORMATION PROVIDED ABOVE IS rRUE TO THE BEST OF MY KNOWLEDGE ^DDII(anL'~POn\or name MICHAEL SOULIERE (CHECKER) Date 4/27/87 .? / ~{tf;2r"- 5..;nJ!ure dr&~;i'ot. If the action is in the Coastal Area. and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment '. ....', ~ .'ce. ~.L:,\\SB .'r. '. .... ..,. 1-l-1~ '1:~41 I PROjECT LO , I Ii <~~. =~;, \'\ t,.' - ~ '-- '- ~E','. yO:\.':: STATE DEP....RT.\\E"JT OF E"'V\RG~,,""\E"'TAl C8'.)~::ZV^r~o'. DIVIS:O~ Cf Ri-..C~L....TORY ,.I.fF.....IRS State Environmental Quailty Re..,iew SHORT ENVIRONMENTAL ASSESS1.'ENT FORi", For UNLISTED ACTIONS Only PART I Project Information (ToO be completed by Applicont or Project spanlcr) 1 Appllcant,'sponsor I 2. PrOject Name FRIENDLY ICE CREAM CORP. FRIENDLY ICE CREAM RESTAURANT - 3. Project location: MATT !TUCK, MA I N RD. RT~. 25 ULD MA I ~O"['\9AD, N~UfFOLK Municipality "" n & n. ---- - .. Is proposed action; rn New 0 Expansion o Modification/alteration 5. Descnbe project briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT - --- .. Precise location (road intersections, prominent landmarks. etc. or provide map) 270 '.:t. EAST OF INTERSECTION OF OLD MAIN ROAD. 7. Amount 01 land aifected; Initially acres Ultimately .L~ .lcres ... --. . .- 8. Will proposed action comply WIth eXisting lonlng or other existing land use reHrlctlonsl [] Yes D -No If No, describe briefly .. What IS present land use In VICinity oi prOJect I D ReSidential D Industrial 0 CommerCIal o Agriculture o Parkland/open space g] Other -. DesctJbe; ... GENER,~L BUSINESS DISTRICT 10. Does action Involve a permit/approval, or funding, now or ultimately. from any other governmental agency (Federal, state or 10calH ~ Yes 0 No If yes, list agenc'!'1sl and permit/approvals STATE D.O.T. . 11. Does any aspect of the action have a currently valid permit or approvall DYes QIJ No If yes, list agency name and permitJapproval type .. " As result of proposed action WIll e.tnllng permit/approval require modilicdllonl o y" IXJ No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDCE ADpllcJnL'~DOmor ndmE.' MICHAEL SOULIERE (CHECKER) Dale 4/27/87 ? ,7 .~{~ S'.;nalure ~Z:~;h C If the action is in the Coastal Area. and you are a state agency, complete the Coastal Assessment Form before procoedlng with this assessment . .. .; d. .. , , . .. . . co ..(. .. .'. .. '." ".',' H-~i).4 "l 'H] I F~OJECT LD :--'!J.o..1SER "(O~K <;T,-\H DH'''KT'.\E~T CF c~;VIRG~~'''lE~1'"A.L CC~.S~R.\'A7rC'l DIV!S;(;~< CF Ri.r.:.....~,...rO.RY AJr_.l..iR) Ii ~.~~. -~~.>. - ~ '-- .~ :'>of',"" Slate Environmental Quailty Review SHORT ENVIRONMENTAL ASSESSi,'ENT FORi,1 For UNLISTED ACTIONS Only PART I Project InformatIon (To be completed by ,~pp:icJ.nt or Project sponser) ,.. AppllCant:sponsor I 2. PrOJect Ndme RESTAURANT FRIENDLY ICE CREAM CORP. FRIENDLY ICE CREAM --.-..-- 3. Project location: MATTITUCK, MAIN RD. RT~, 25 N~IIFFOLK Municipality n & uLD MA I ~oul,\9AD, .. Is proposed action: rn New 0 Expansion 0 Modification/alteration S. Descflbe prOlect briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT .. PreCISe location (road intersections, prominent landmarks, etc. Of pro\lide mapj 270'.3. EAST OF INTERSECTION OF OLD MAIN ROAD. __._..__....__n_ 7. Amount 01 la~d aifected; Initiallv acres Ultimate Iv .L~ acres ------ ____on. __..u.____ 8. Wdl proposed acllon comply with eXisting zoning or other existing land use restnctionsl kJ Yes 0 -No If No. describe briefly 9. What IS present land use In VIClnltV oi proJect I o Residential 0 Industrial 0 CommerCIal o Agriculture D P.Hkland:open space Pi] Other .. Descnbe: .-. GENER,~L BUSINESS DISTRICT 10 Does action Involve a permltJapprovaJ. or funding, now or ultimately, from any other governmental agency (Federal, state or local)1 ~ Yes 0 No If yes, list age-ncy(s) and permit/approvals STATE D.O. T. 11. Doei any upect of the action have a currently valid permit or approvall , o Yes ~ No If yes, Hit agency name and permit/approval type '. 12. As result of proposed action .....111 eXISting permIt/approval reqUire modificatIon' o y" IXl No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDCE Appl'(Jnt.'SPonlOr ndme MICHAEL SOULIERE (CHECKER) DJte 4/27/87 1 v" .~t~- S,,,'lJlure ~U:ht. If the action is in the Coastal Area. and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment '. . '-:.,1 " ..(.... ~ 4- ~ 1:,.-.4 ."~.q 'f. I, PROJECT LD ,-'I..;,\H3[R '((1RK ST:\TE DEP.'-RT.\\E"JT OF E~;V[RJJ~.\\E.""T~l C8.".S~R.\'A7:C'~ OIVIS:0~ CF Ri:.CuL\,ORY MF'\'IRj "";' o. '., .... Ii <~~. i:; ..J::'.. . ' '-- ~ '- ~f','. State Environmental Quailty Review SHORT ENVIRONMENTAL ASSESSI,'ENT FORM For UNLISTED ACTIONS Only PART I Proloctlnformatlon (To be completed by Applicant or Project spanser) 1 ADpjlCantl~ponsor I 2. Prolect Name FRIENDLY ICE CREAM CORP. FRIENDLY ICE CREAM RESTAURANT -- ----- J. PrOject locatIOn: MATTI TUCK, MAIN RD. RT~. 25 uLD MA I ~ou1,\9AD, N~UFFOLK Municipality 11 n & ---.-.- 4. Is proposed action: rn New 0 bpansion o Modification/alteration S. Descllbe prOject briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT - .. PreCise location (road inteneetions, prominent landmarks. etc. or provide map) 270'.:!;. EAST OF INTERSECTION OF OLD MAIN ROAD. - ,. Amount of land aifected; Initially acres Ultimately .L&Q.5. acres .. Will proposed action comply With e:mtlng lonlng or other existing land use restrlctionsl .ILl Yes 0 -No If No, deSCribe briefly 9 WflJ.t IS pfe~ent Land use In VICll'lIty oi prOJectl o ReSidential 0 Industrial 0 CommercIal o Agriculture o Parkland/open space l5D Other -- Oescnbe: ". GENERtlL BUSINESS DISTRICT 10 Does action Involve a permlUapproval, or funding, now or ullimately. from any other governmental agency (federal, state or 10cal)1 ~ Yes 0 No If yes, list agency(s) and permit/approvals STATE D.O. T. 0 ". Does any aspect 0/ the action have a currently valid permit or approvall DYes []. No If yes, list agency name and permit/approval type " 12. AS result of prOPosed action .....111 eXIstIng permJ[/approval require modificallonl o y" IXJ No . I CERTIfY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Appllcant'sponsor name MICHAEL SOULIERE (CHECKER) Date 4/27/87 ? /' ~ tf;2r.. S'po;nalure ~/&;["t . { If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment '.j... i >"-4 '1 ~41 "r. '. '.. .',' "(e" I PROJECT LO I I :-'C."'1SER ~ Ii KA i:? '-I\~ .~ ~E"" "fC)'\K STATe: OEP'-'RT.\\ENT OF r:~VIRON.\\f.'\rrAl CC~;Slio:\'A7]ml DIV!Si0...... GF .:;:I:.C;"'L\70fU MF,".lRS State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSi,1ENT FORiJl For UNLISTED ACTIONS Only PART I Project Information (To be completed by Applicant or Project sponsor) FRIENDLY ICE CREAM CORP. 12F~I'E'NDtmy I CE CREAM RESTAURANT 1 AppilcantispomOr J. P,o""'o""on. MATTITUCK, MAIN RD. RT~'25 MUniCipality n & ULD ... Is proposed action: rn New 0 Expansion MA I t:lou!;\9AD, N~UFFQLK___ o Modifjcation/alteration S. Describe prOject briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT 6. Precise location (road intersectIons, prominent landmarks. etc. or ptovide map) 270'~ EAST OF INTERSECTION OF OLD MAIN ROAD. 7. Amount of land affected: Initiall.... acres Ultimately -1;~ acres 6 Will proposed action comply with eXlstmg zonmg or other existlnl land use restnctloml f] Yes D -No If No. describe briefly 9. What 15 present l<lnd use In v'cmlt.... oi prolectl o Residential D Industrial D Descnbe: CommerCIal D Agriculture D Parkland/open space [] Other GENER~L BUSINESS DISTRICT 10 Does <lellon mvolve a permlUapproval. or funding. now ot ultimatel..... from any other governmental agency (Federal. state or local)r 4(J Yes 0 No If ves. list agency(s) and permit/approvals STATE D.O.T. 11. Does any aspect of the actIon have a currentlv valId permit or approvall o Yel ~ No If yes, list alency name and permitJapproval type 12. AS result 01 proposed action ....111 exlsllng permIt/approval requIre modificatlonl o y" IKl No I CERTIfY THAT THE INfORMATION PROVIDED ABOVE 1$ TRUE TO THE BEST OF MY KNOWLEDCE ^opl,cJnr;sponsor n<lme MICHAEL SOULIERE (CHECKER) drt!!~~,"e ~{&2r DJ.te: 4/27/87 S..;na!ure If the action is in the Coastal Area. and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment '. " ce" " '.,' .'(.' 1 -l- ~ 0',...4 '1 ~41 I PR.OJECT 1.0 ~L;MSER '(O~K ST..\.TE DEP.o,,,i.\\EST OF ES\'IRG~,"""L'I';A.l C8~.S3\'^iIC'J DIVIS:O~ Cf RiCuL\TORY HF'\'IRS II ..,~:-=:. ~.''., ~~c ..~ ~E'... State Environmental Quality Review SHORT ENVIRONMENTAL ASSESS1.'ENT FORM For UNLISTED ACTIONS Only PART I Project Informatlon (To be completed by Applicant or Project sponser) 1. Appiicanthponsor I 2. PrOlect Name RESTAURANT FRIENDLY ICE CREAM CORP. FRIENDLY ICE CREAM 3. Project location: MATTI TUCK, MAIN RD. RT~. 25 . Municipality n & ULO MA I ~O"1,\9AD, N~UFFOLK ., Is proposed action: [XI New 0 Expansion 0 Modification/alteration 5, Descflbe project briefly: CONSTRUCTION OF FRIENDLY ICE CREAM RESTAURANT .. Precise location (road intersections, prominent landmarks. etc. or provide map) 2701~ EAST OF INTERSECTION OF OLD MAIN ROAD. - 7. Amount 01 land aifected: Initiallv acres Ultimately .l;~ acreS -- -..--- .. Will proposed action comply wIth eXlstmg zoning or other existing land use restrlctlonsl iLJ Yes 0 --No If No, deswbe brieflv 9. What IS present land use in vICInity oi prolectl o ResidentIal 0 Industrial 0 CommerCial o Agricullure o Parkland:open space l[] Other -- DeSCribe: ... GENERI~L BUSINESS DISTRICT - 10 Does action Involve a permltJapproval, or funding, now or ultimately. from any other governmental agency (federal, state or 10calJr ~ Yes 0 No If yes. list agency(s) and permit/approvals STATE D.O. T. . ". Does dny aspect 01 the action have a currently valId permIt or approvall , DYes (] No If yes, list agency name and permit/approval type 12. As result 01 proposed action ....111 eXIHlng permltlolpproval reQUITe modificatlonr o V., IX] No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE ^ppllcJnt:sponsor name MICHAEL SOULIERE (CHECKER) O..lte" 4/27/87 ? ,;' A&ir- 5'.;nJfure ~/;'~"'" t.. . { If the action is in the Coastal Area. and you are a state agency. complete the Coastal Assessment Form before proceeding wl1h this assessment . . "-'-'. --~-. '. . '. -,' '.'.....- PU:'i\I~G'BO'ARD t- . /.- TO"::~.:. OF.j SOV+ffil'LD ~-' \ }. StFFO~K~b~~\ ~ '(,II .... '\'0 ' --.( --- / -' ~ - -, Southo1d. N.Y. 11971 (516) 765-1938 SITE PLAN REQUIRED DOCUMENTS AND PROCEDURES Required documents: 1. Six surveys with all site plan elements, see attached list _---'-' 2. Filing fee of $100 3. ~g Environmental Assessment, Part I see -'--'. '- .f'- {- attached Droced'l:re: Th0 above items are submitted to the Planning Board ~. The application is placed on the agenda for the Board's review. 3. Field inspection made 4. Inspection report at next meeting 5. Recommendations on revisions or Board can forward site plan to the Building Department for Certification 6. If certified, the Planning Board can take final action on the site plan 7. If approved, the Chairman endorses the surveys when any conditions have bp~n met. _.,_._,._,-,_.~-.~"-,'-' ~''''~---~''~'--''~-~- , ..,.) (~) ( )1..) (~) (~) ( x.J ( .Joe...) ( ,:Ie. ) ("'''' ) ( )(..) ( )( ) ( )0,.) ( )( ) ()4.. ) ( .....) ( )l.) ( ... ) (... ) ()'. ) (~ ) (loC. ) (II. ) ~ " . . 3L~E ?~A~ ~LE~!E~:TS ~ i 00-1 3... :,~1.~-:; >de Lot, block, and secti,)n ~umber. ,. any, or the ?roperty t3ken from tax records Name dnd address of the owner or record Name and address of the person preparing the map Date, North arrow and written and graphic scale Sufficient description or information to precisely define the boundaries of the property. All distances shall be in feet and tenths of a foot. All angles shall be given to the nearest ten seconds or closer. The error of closure shall not exceed one in ten thousand. The locations, name, and existing width of adjacent streets and curbli~es The location and owners of all adjoining lands, as shown on the latest tax records Location, width and purpose of all existing and proposed easements, setback reservations, and areas dedicated to public use within or adjoining property A complete outline of existing deed restrictions or covenants applying to theproperty Existing zoning Existing contours at intervals of five or less, referred to a datum satisfactory to the Board Approximate boundaries of any areas subject to flooding or stormwater overf Location of existing watercourses, marshes, wooded areas, rock outcrops isolated trees with a diameter of eight inches or measured three feet above the base of the trunk and other significant existing features. Location of uses and outlines of structures, drawn to scale on and within one hundred (100) feet of the lots. Paved areas, sidewalks, and wehicular access between the site and public streets Locations, dimensions, grades and flow direction of existing sewers, culve. and waterlines as well as other underground and above ground utilities within and adjacent to the property. Other existing development, including fences, landscaping and screening The location of proposed buildings or structural improvement The location and design of all uses not requiring structures such as off street parking and loading areas. The location, direction, power and ~of use of any proposed ,outdoor lighting or public address systems. The location of,and plans for, any outdoor signs The location and arrangement of proposed means of access and egress, including sidewalks, driveways or other paved areas; profiles indicating grading and cross sections showing width of roadway, location and width of sidewalks and lcoation and size of water and sewer lines. OVER.. . I , ;. ----_:~~--, ;....~ . . , I -: ~ (:.:' ~ ;~..; . '.:.<",'_""1 t _~ ,: .. t . , /' i' r: "') ( .ll. ) ( "\") ( .ll. ) (oN.) (.l~ ) Anv pr0pcs~d graclng, scr~~~in~ and other landscaping including tv~~~ ana tJCJt~c~s of ?r0pos~d ~treet trees. The location of all proposed waterlines, valves and hydrants and or all se~er lines or alternate means of water supply and sewage disposal and t rea tmen t. An outline of any proposed deed retrictions and/or covenants. Any contemplted public improvements on or adjoining the property. If the site development plan indictes only a first stage, a supplementary plan shall indicate ultimate develoment. A~y other ini0r~ation deemed by the Planning Beard necessary to deter~ine conformity or the site planwith the intent and regulations of this chapter. � c � I lu y o ( 0 4 3 NAME DATE REVISION .POST-- 1 • I i . � (--CEDAR FENCE Mq - 8.2 7. 1 Q04D 8.2 BET POSTS A p o qr,L+g k: 1 --le Sty ST'L _ psT 1p OA r I I POST_ �TINISH GARDE— I/ I 1 3 2 Q 114 S FDNC 1 'ao I7 ,ov•' 6.4 6.6 6.5 122 ; \SITE 3. m Ba �r�4 ��'eR - - • FOURED CONC ap 4 4 A• z A. 1 f MAIN 2p A0 NN•S, RT. 25 - ,ASO Y O /� I 12 27 29 30.1 31 ' 2/ 33 35.5 - 35 .4 k�a %S\ r, v 12" MIN FENCE POLE DETAIL B LOCATION MAP 22 — SECTION _ NO SCALE OO — BLOCK N /F S-1 ANLEY FLISS \ SGA�E IN FEET 3 — PA(:CEL ZONING : B-I i USE= BUSINESS , 2ESIDENCE \ - \ �• tea,_ - - 132E LAW11 �'r F - C,'HIGH - STOCKADE FENCE ,� F p•' �`� P20PANE TANK ON C \ SEE DETRI�� N' oNG PAD 9]rF SYMBOLS - ,y + "\ SEE 11 SIGN - SEE NOTE j/Q GUMPSTER � � qKD- DT L. p-I-I G �4; C✓7. � SHIED EN Clog�'RE , r PARKING LOT LIGHT ON POLE CgEE DT LS' ON O V,SG- � DWG• ttSD-I) i� ay (SEE DETAILS ON SU-1) t ., • CONCRETE CURBING \ I / .O o \ O SEE DWG.>t'4 FOR DETAILS A I\f p�> � I0 GARS `SDH _ Q- ' i N 10-D/_0 7 yV, • A,. �m o� r �o; So. DG/ �gG 'tiG QN I' �� -p M 1 ASRN ALT \ F V�/y \ ` ,� 9,SP'p. Fi RAMP EC-I C'-C' :TYi') A7� 5D-I `, lr a /r- pD oJEFr+cNG 1 'V Bo \/ J 1 r c g5: 13'40°V/ I11'55�40" 4 2 4 552`13'40'rl SFS,�I' n SS''2" sb 6'_�'� ly,_O,�_ ,z _p 20 G SD-r 89'4$'30" � My y I o c I FRIENDLY a 3 _ so- C.O'r9MON PARKING > 120Hhs , P( f s RESTAURANTN/F COFA EASEMENT - . _ — - — - '.AC' —ION P 0 ° �_', BLDG. H _-� (AD" I I AL AeKING I BE _ a u - RE=ALCO. fJ ELOPED B\( OTHERS � I� r� v 4 � i - O � ` N __- TY m -- ! — W o � - I '� ' A a I. N P, P.n.MF I ZONING = B-I 7 � _o W IS I g-F - - _- 7 J) • nc - N/F. OCEAN USE � VACANT � e� .21C uv OUT' . - -� - I w w SEaS ;LE-5151 SEE S H D 6 C.01 F, - sI a ,_ 1TYF�, - I 5,-En N4Nv i � i' i'o E6''C" � • - < PLANTER '� �� - 'GG. - USE: ,=�vICE r s- _ / 0 - i0 Ja I_ CARs ���• � G } n •' r. cC,NL, wAL�c •'J �al�c /O `' IATICN _ �r� . SIGN I I 1 -_ dE PAINTED -" IC SPAIN Y_c6 _ RADII J <f 4 OUTSIDE =CGE � F®�1='�� YAELLLI1 7 P,, AT N 4 IY1 W CONIC. WALK ITIF) N�c / o _ `ASPHALT EX sT. sleN b �' - m b E%IST. SIC N 5-, LIQ„ PAVE HENT RECEIVED BY N.Y S. PE RM.A'JcNT TO RE - -� p,.5 .E%i T - /� j Ao,. ,D sD-I _ I, -� 0 1'6 BOARD — — - EASEtaENT RELOCATED 90° N r // _ Y . n PosT� GIST 2.,.[ BTtiN=H�oN N' SDDIDDIDTBI,i1r1„r,�i�l 1 RR 'I% IIIN 1 n inm sir �1 r ��\ ay�_A- =L\ NOTES: -- _ Nsz:L2 IO E I 1\\ ^ ''26b.49' \ �~ - - - DATE SIGIJS Z69.C3' TO o_D MAgy ROAD —► 1 . ALL EXISTING BUILDINGS, TREES, SHRUBS, SIGNS, FENCES y CONIC. WA_K / I D i, CC_JIJC, 7✓ALK = I \ - , DEBRIS, ETC- , TO BE REMOVED FROM SITE UNLESS OTHERWJSE NOTED. E>L' SLACK CF, 5uo'JL0=2 [2PR1� _=Sqk :�2 _ _ . 4 1 _ DEAR=_s: -� �EnST.Tang. � EXISL 'c C:�E DWGq STAMP SG-I CiJRB _ 4 CU0.E SIGN To BE S QaoFEsslnrk y F 2. ANY OFF-SITE LAND DISTURBANCE CAUSED BY SITE . - R-'_ CCONTRACTOR TO BE RESTORED TO ITS ORIGINAL CONDITION(BY SITE CONTRACTOR) . CJRB-ENDITYP.) - 2Lc2,- ,. 2-�MAIN ROAD SEE TYP DETAILS r- z2,_6„ =013 ��► /,��� t� 22'_ _ - _ c ' 3• SEE DWG: oN D'NG,� SD-I " - � �� 'T ' �" �f""/�� O P . Y. S . RT, 25 ; A) 38E - ELECTRICAL LIGHTING E CEILING PLAN - �"- �-^ 67'-Z' - ?n 3 £`h O E B) 44E _ ELECTRICAL DETAILS � ' L 41E ELECTRICAL SWITCHBOARD SCHEDULE ' D SG-1 - - - SITE GRADING PLAN E) SU-1 - SITE UTILITIES PLAN F) L-1 - LANDSCAPE PLAN 1 SEXIST, U.P, .- E>,IST. U.P. _ _ F s >� �.- _xlsT. J.P r ro�E,IST Ua. TITLE G) SD-1 - SITE PLAN DETAILS — — - Ei.IST. coN= -VP LK MATTITU 1K, N.Y., H) 4 - FOUNDATION PLAN DETAILS � - 4. SIGN REQUIREMENTS: l CS OUTH OLD, A. FREESTANDING SIGN - SETBACK = 5'-0" 8. OWNER OF RECORD: COFAM REALTY CO. I =� A 'D E O =c T5 MAX.—SIZE = 6'6" HIGH % 12'-6" WIDE , 4623A SUNRISE HIGHWAY �' _t MAIN RD - N.Y.S. RT. 25 USE: S-50 SIGN (SEE DWG. 869) BOHEMIA, N.Y. 11716 . _ ! SGC'' ��e/CQ/ ��{{ -� ._,,per 4 ! GR.APHIC gCA LE B. BUILDING SIGNAGE - 9• GREEN AREA REQUIREMENT: 25$ OF LOT AREA TO BE LANDSCAPED. /CC��Tys GT//QCl C4 ALL BOUNDARIES AND TOPOGRAPHICAL INFORMATION-TAY.EN FROM SURVEY DONE BY: MAX. SIZE = TWO (2) SQ.FT. FOR EACH HORIZONTAL FOOT OF WALL- 0.25 X 43778 SQ.FT. = 10944.5 SQ.FT. REQ'D- (SEE DWG. {'2 FOR SIGNAGE DETAILS.) 12340 SQ.ET. PROVIDED I '. RODERICK VAN TUYL, P-.C. - SITE DEVELOPMENT 5. PARKING REQUIREMENTS: LICENSED LAND SURVEYORS ,10, PLOT DEVELOPED ON-SITE 43778 5Q.FT ! - FRONT STREET AT MAIN PLAN GREENPORT, N.Y. 11944 MIN. PARKING STALL SIZE = 10' X 20' . T— OFF-SITE b175 SQ. FT' � - TEL. N0. 516-477-0170 ONE (1 ) SPACE REQUIRED FOR EACH FIVE (5) SEATS. 70TAL 49953 SQ.FT' L ) _ DATED; DEC- 9, 1986. 7-01 - (1 ) SPACE X (125) SEATS = 25 SPACES II. PLOT PAVED: ON - SITE 26821 SQ.FT• RODERICK VAN TUYL, P.L.S. SHOP NO. DATE 4- 17-67 $ SEATS - I OFF-SITE 2g IG S4 FT. N.Y. LIC. NO. 25626 TOTAL 29(,37 So FT. '? �, NAME: G G.L. ® YARD REQUIREMENTS - SITE DATA SCALE' I' = 2O'-0" 25 SPACES REQUIRE FRONT 35'-0' BUILDING 3557 SQ. FT. CH. BY %= 62 SPACES PROVIDED - 6. ZONI ORAL BUSINESS DISTRICT) - SIDE 25'-0" PLOT (TOTAL) 43778 SQ-FT. 7. LOT INFORMATION: SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000, 1 SIDE 25i-O. PLOT (DVLP, )`Sj e1o1499535Q.FT. Friendly i SECTION 722, BLOCK 7, (PORTION OF) PARCEL 3• DEED REF. - L-7469,P.167. - _ Ice Cream REAR 25 ' 0 " PLOT (PAVED)5ER 29637 SQ.FT. �® Corporation � - ,I hOTEIq IYStQQIBOtS - �'�' PARKING 62 CARS 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 12 11 10 9 8 7 6 5 4 3 2 1 \ NAME FDATE I REVISION .PAST \ (- -CEDAR FENCE ' \ V 8.2 7. 1 M'9/N Qoq 8.2 \ I BETW N P05TS , A 2'I2°'GALV S71L O S' P T I .?057_ ST O' e FnNISH GRADEL-L 1 3 2 N 6.6 6' S 22 �F.I•C. m B T� PB POURED CONIC ?. a A z Q MAIN ROAD N•Y•S, RT. 25 22 27 29 30.1 31 32 33 35.5 -ui 35 4 4";'p R" MIN FENCE POLE DETAIL B LOCATION MAP 2z - SECTION Bee Apr No SCALE I Zoo' Q" - BLOCK N./F STANLEY FUSS �So„ 100 50 100 100 900 / \ 3 - PARCEL ZONING : B-1 scA�E wFeeT USE= BUSINESS , RESIDENCE / LAWNS 132 L.F. - 61NIGH °ep 29:° G'VrRgc STOCKADE FENCE P20PANE TANK ON / ORES c / �c SEE DETAIL CONIC, PAD R ✓Ra SYMBOLS + SEC 11 DUMPSTER 4 )'ARD- / \\ DTC. D•1 O ��: CvT \ SIGN - SEE NOTE #4 SHED ENCLOSURE SD (SEE 07L5, ON 25R + o �✓ A DWG• t=SD-I) 9y PARKING LOT LIGHT ON POLE c�/� I� / / . L '-ALJ (SEE DETAILS ON SU-1) CONCRETE CURBING � r 10 SDi SEE DWG.b4 FOR DETAILS A ?j GARS IOLD^ COQ" ITYP.) S, �2 F'O, �� ��' s a u "c c 9 A, CO 2a, p u y Fk F ('9 /u �0 L O, pT 2q) yAv ° LA \^o ASPHALT RAMP SD-I2''0° iTYP.1 r /y ,p X/ oN ,ytSFF PLAYHOUSE SNFO �. `T 6 ov2RMANG 0 A �� MFNN- O VV 552°%3 YLq� 0 0 D _ G 4b 5 b III°35'40' LP' 40 W- 231°4530 AIS H b 4TYP,l AISL 2 F+/ 552°1340"W ti 156,51' - 35.oo' ' 0 � "- � 24 D' 55'-2" 5�_0' .0" 0'-O'- 24-0 20'-0'.° ESZ QAT IR SD-1 89'48'30" -- LE _l7YPl z Y E (7V R) 8 Z, a 3 a Mq a FRIENDLY 4 3 N 5D �Roq COMMON PAfZKIt,IG -o 12cARs ,v'-o' I'� N 3 w -\t RESTAURANT Q �' , \ o N IY H- N W Z (l' EXST. 120N N_/F COFA M EASEMENT TYP.11 1 U ¢ m z o - al LAWNS FENCE ((�� I T (ADDITIONAL PARKING TO BC- , Ol u n. .9 �,X,. BLDG, a u P t ou f/ x v DEAL I Y C-O, DEVELOPED 5`( OTHERS) w W O I5 HLAP. 2ADMP i � -'J r / NIF. ZONING = B-1 t J O 4 :2)"CARRY OUT" SEE o d CLEAN d SIGHS lCE3T51 DTC. U5E : VACANT oIN NQ HOLDING CORP, � 1 h (Sl &CAP, PARK. a O SIGNS (TYP) _irn l`WJ' DOER IRAN 1 -1 - > io 4 PLANTER r� �DG.bETBFALK / ip USE:STATIo1.1 - ;ERVICF �'�P N 'V v, (o°WIDE `/ELLOWUNIE 5D- Ir EX 157, - Y 7O6E PAINTED ALONG IGN 0 0 Qa 4 OUTSIDE EDGE Or- 5 F.LC, SIGN 2 h PAINT CURBRADII, It N Q7 CoNC, WALK(TIP) 5-50 15'-0" SOUn 6/ YELLOW (TVP, AT N _ In w ► ASP1-IAL 11 VE EXIST.SIGN 0 ALL DRIVEWAYS) Q In mW 8 EXIST. SIGN SEE NOTE iso I p T �y- �N•YS. PERMANENT 10 BE o - � EXIST LIG ryi - PAVEMENT Ar V7 SD-I 1045T * O U Mtn% EASEMENT RELOCATED 90 N /p,RR POST EgIST.RoAD STANCHION N SICaH r BE AL r4j RELOCATEDNr A"IZ NOTES: N 52'02'10"E =0 266.49' - GONG. Wq LK 'U CONC. WALK 3 aITYR) ° NARK SIGNS 269.6B' TO OLD MAIN ROAD ---► I . ALL EXISTING BUILDINGS, TREES, SHRUBS, SIGNS, FENCES, - DEBRIS, ETC. , TO BE REMOVED FROM SITE UNLESS OTHERWISE -- ----- - -- - ----------- -- - - - -- -- NOTED. 4 DEPRE55ED 5 4 DEPRESSED 5 EXIST.TRAF. I EXIST, EDGE OWGq STAMP ED(IST. FjLALKTOP SHOULDER CURB CURB .1 SIGN TO BE OF PAVEMENT _ QpOFES510yq F 2. ANY OFF-SITE LAND DISTURBANCE CAUSED BY SITE CURH-END(TVP,) 2Z'-G` - ° 4 22 GED SA �SSOD���"� , � (F9 G' A-1 RELOc N T 69 VpEWAY 2Z 6 O 3 6 2 Z4'-O� C,.0 TX• e U'�x ° CONTRACTOR TO BE RESTORED TO ITS ORIGINAL CONDITION - e SEE TYP DETAILS � )r+x�• � (BY SITE CONTRACTOR 22'-G' � �°� �°'Lr'I '� MAIN ROAD ON DWG,AFSD-I W 7 DRIw9woAY N . Y. S. RT, 2 f 3. SEE DWG: S x - Q?17 A) 38E - ELECTRICAL LIGHTING & CEILING PLAN CUR BGUT cu RB LUT O � B) 44E - ELECTRICAL DETAILS C) 41E - ELECTRICAL SWITCHBOARD SCHEDULE EXIST SLACKTDP SHOULDER - 0) SG-1 - SITE GRADING PLAN E) SU-L-I - SITE UTILITIES PLAN �E X IST. U P Np EXIST. U,P_ ro.-EXIST. U.P. V M- Ex1 ST. U.P. TITLE F) L-1 - LANDSCAPE PLAN 9 -- G) SD-1 - SITE PLAN DETAILS E7�15T. co Nc. WALK _ TIT H) 4 - FOUNDATION PLAN DETAILS MATUC N.Y* � � 4. SIGN REQUIREMENTS: A. FREESTANDING SIGN - SETBACK = 51-011 8• OWNER OF RECORD: COFAM REALTY CO. �e co i5 l0 5 v 2s 50 l5 Ino (SOUTHOLD) MAX.-SIZE = 61611 HIGH X 12'-6" WIDE 4623A SUNRISE HIGHWAY USE: S-50 SIGN (SEE DWG. H69) BOHEMIA,pN.Y. 11716 GRAPHIC SCALE MAIN RD. - N.Y.S. RT. 25 G B. BUILDING SIGNAGE 9. GREEN AREA REQUIREMENT: 25% OF LOT AREA TO BE LANDSCAPPED. 0.25 X 43778 SQ.FT. = 10944.5 SQ.FT. REDID. ALL BOUNDARIES AND TOPOGRAPHICAL INFORMATION TAKEN FROM SURVEY GONE BY: MAX.-SIZE = TWO (2) SQ.FT. FOR EACH HORIZONTAL FOOT OF WALL. (SEE OWG. R2 FOR SIGNAGE DETAILS. ) 12340 SQ. FT. PROVIDED - LICENSED VAN TUYL, YOBS SITE DEVELOPMENT LICENSED LAND SURVEYORS 5. PARKING REQUIREMENTS: 10. PLOT DEVELDPED: ON-SITE 43778 5Q.FT. � OFF-SITE FRONT STREET AT MAIN PLAN GREENPORT, N.Y. 11944 - . MIN. PARKING STALL SIZE = 10' X 201 . TOTAL 4995995 SFT,3 SQ,FT, TEL. NO. 516-477-0170 ONE (1 ) SPACE REQUIRED FOR EACH FIVE (S) SEATS. I , DATED: DEC. 9, 1986 (1 ) SPACE X (125) SEATS = 25 SPACES 11. PLOT PAVED; ON - SITE ZG821 5Q FT, RODERICK VAN TUYL, P.L.S. SHOP NO 5 SEATS OFF-SITE 2816 SQFT, N.Y. LIC. NO. 25626 NAME. 6.G.L. DATE 4- 17-87 TOTAL 29637 so FT. -YARD REQUIREMENTS SITE DATA 25 SPACES REQUIRED SCALE: I"= 20'-0" -6-2- SPACES PROVIDED FRONT 351-0" BUILDING 3597 S0. FT. CH By 6. ZONING: B-1 (GENERAL BUSINESS DISTRICT) SIDE 25'-0" PLOT (TOTAL) 143778 SQ.FT. 7. LOT INFORMATION: SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000, , - SIDE 25'-0" PLOT (DVLPI )ms Elo) 49953SO-FT. Friendly i SECTION 122, BLOCK 7, (PORTION OF) PARCEL 3. DEED REF. - L.7469,P.167. REAR 2ice Cream 5'- 0 " PLOT (PAVED)`N�FI, 296375Q.FT. &,:!�TalCorporation PARKING 62 CARS 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 m 12 11 10 9 8 7 6 5 4 3 2 1 PAVING LEGEND NAME DATE REVISION 30'-O°t 1 , ASPHALT SURFACE SHALL BE PLACED IN TWO LAYERS TO A TOTAL COMPACTPD -� 10�'O-� EXISTING GRADES THICKNESS OF 21/21NCHES. COMPOSITION OF MIX SHALL COMPLY WITH \ TYPE VI MIX. LEVELING COURSE SHALL BE COMPACTED TO IY2-INCH Q/Q Ipp,p FINISHED GRADES 29'_4" r, q-" THICKNESS. SURFACE COURSE SHALL BE COMPACTED TO I - INCH THICKNESS. TYP. ASPHALT TO BE SPREAD WITH SELF-PROPELLED MACHINE SPREADER. TOP ^ PARKING LOT LIGHT ON POLE COURSE INSTALLED PERPENDICULAR TO BASE OR TOP COURSE JOINT STAGGERED \ •!SEE DETAIL ON DWG.#SU-1) n WITH BOTTOM COURSE JOINT, SUBGRADE TO BE ROLLED WITH 10 TON ROLLER. �n F1 RIM RIM /� > EACH ASPHALT ,COURSE TO BE ROLLED WITH 3 TON (MINIMUM) TO 10 TON \ ' �% CONCRETE CURB - SEE DWG.#- SO-I. \% �S I 23,08 22,92 \Y (MAXIMUM) ROLLER. n O \4 rr _ 2. PARKING LOT STRIPES ON COMPANY' S PROPERTY: (1 ) COAT TRAFFIC PAINT (YELLOW), O�O B.S-/8.6, BOTTOM OF SLOPE/CURB � ,-/5 T-S-/T G, TOP OF SLOPE/GURB 21 q" -. F.; DIRECTION OF DRM- SLOPE SUMP WATER RUNOFF ---► I. V. ' .; _ r :a�:-. , r•> .L 21 .56 "ry 'P- ' • / Plan Notes \ \ 28 CO 1. Under no circumstances may bulldozers or similar tracked vehicles ��: 4 RB 2-O be used for compaction equipment. 5UMP 8 2. Excavation, filling, suhg rade and grade preparation shall be per- 2� QA formed in a manner and sequence that will provide drainage at all 6 6 times and proper control of erosion. DRAIN TRENCH DETAIL® Precipitation, springs, and seepage water encountered shall be SCALE g�o= 1L0 � pumped or drained to provide a suitable working platform. 29 00 1 • �I u !I S 210 w 3. Springs or water seepage encountered during grading/foundation CO. construction must be called to the Engineer' s attention immediately p 6, T( Fiv for possible revision or inclusion of an underdrain system. �r��+i RIM 14 / DT I Oo �\ 'o40k I' A`gJ30 0 RIM 25.6-I c>'4p/ GRATE 4. Non-structural fill adjacent to below-grade walls (I .E. basement q-o o o NG.PAD Fol P1 walls and retaining walls) must be clean sand, gravel or broken �21i GASTANK ELEV, 25.00 OF p„ PITCH stone 3/4" - 1 " size free from fines that might obstruct free �i, q 4. SEE II VC-I C FS drainage. N fi nE: % 5�6, DTL, SD-I 100-0RIM 25.50 - \@S� Rec O„ 6y Fill _- 1111�1111 - - yq� (i • b 25a \ �R2v: rte •,: -.q _ `A 25.25 T.S T.S. 8.5, PB-I 8.5. Fk: 2 24J B5, 25.50 \ -q 6 �! •, �- � _ _ cV .� h, a, 25,00 RIM 26.25 2a.5o _ _ 6 \\ Y o5. 0 Z Al/ DW RIM 2833 \ v SECT) ON L3- 13 SECT ) ON A-P\ GSumP °e \0 ° m I_ L 4 ' ' " 3/4 =1'O K 4/ � Sn / / \ ` N / 2r"O 1 RM 2433 ON 3A' -I o., sl-2/2 Rk \h2 d Bs ✓ Gy !$T Q/ QIP y 23%" 30 Q,q /A, [( O SUEBA5E 12.',40"3 DP, \\ 114 GF G o- 8 SUBBASE OW-2 2,-0�, / �F SD- f L RM 23.00 -y DW-28 LIM IT OF WORK SlyO 24.5 DW-8-1 \I d - ( -- - D 2'-6° ( B ) RIM 124.3 17' 60 So / OFF s'. •z BY F,LG C.ONTR. Sly,, O RIM 23.00 1� % N - (TYP.) _ \ / f B.S. o - 7,5. 24.50 Y LP-2 24.50 q� N -� 30 vo 24,00 3,5, .0 23.3 B.C. R1Mz4. / FMF D 2'�2,x I'�2K 1�qa ' C. .p R N /�• \:- 23.33 J ASPHALT 3 15 2483 FRAME W/CoNc. � " •-z w 1 / DW-BA Q RAMP Z 4 S I ?g ANCHOR v.00 N LIMIT OF RIM 23.75 23,83 U % DwG WSD-I) j / 29.00 fn (SEE DTL.ON ,/GT-I _ t-'' PAVING e - C RIM 23.25 r / III LP-3 RESTAU NT 1� ! . _, RIM 24s -LIMIT OF SUB-BASE I D FRIENDLY � _�/ B.G. LP-11 // r \ -EATENT FOR HVY. TR'JO (2) LAYER'S ASPHALT I �y SD-I �* i ti � � 23'25 IRIM - P m 13,pTTOM LAYER@ 20'± 105-0' \ /c2'-O' b 4"0 23.15 50 d �-ST 2375 I \I O } 1 P2' TOP LA`:ER p @ 1° o q 1 I 1 „ X° ULD / I RIM( .4 DP-I \ 1 24,00 IL�I(L�-II6 N7111111� hl 131F�11� JIII==T,==1L== 0o O LIMIT OF �' 1 / ® I W N'LAP,RAMP 1 (RIM 23.5.1 \ _ - m N PAVIN \ - O \ . DW-7 z FIN. FCR. SEE 7 \' wM 23 b7 / l \ 8.5. / aB / DW-7A O, 23.50 / LP-5 ^' r� 7 s 23.25 RIM 23.00 24. O DTC. D- I �I N ` 23.15 Q VARIES -SEE RIM 24.17 �\ IS d w /� / Y / ! RIM 24.75 Z m _SOIL PGE.P 5CIAEO O _ --� "� # N� D W= 4 16 ti 23 7 8 RIM ,6 // Q0 02 RIM=_ ow 6A 1 / z 00 4 8� O U RIM 24.17\ - / ti^ 29.50 24.50 r0 PLANTER G. SF TBA�k 20'-0„ 5.-0, N � >/� �T C SECTION I s FO O r� r� 5' 0 24.25 CON4 'WAL - DW-3 LP_ / _ Z �s' d' f _ DD / h _ No SCALE 29 5D-I F > oUR6-END hYgl RIM / RIM 24,25 O SEE DTL,014 7 d - / 'Dw�.#sD- 2� J -N Z 2V3.75 y d 15 2 .00 DW 3A 1 ®lit 5 0 23.50 I o &J `0 295 BC. 2 .25 O O Vi U DW-4 2a5D RIM 23,42 Q DLO ° 6 - D24C0� .-' IM D 5'0' �.DW2325 nl N10 SD-I RIM 23.00 00 RMC - 28 2l ._-. o 00 - N SP iA T � 24.25 z __ _ 22.92 IM Tr> I 11 0, N EXIST. n �A L 710 25_ _- - _- _-.- �_ - ..___�� N -__-- 23I We ,08 - 22 23 -- - --- ------ --��er- - - - -'-'----- - � N.-T4_ 24.00 0� � 22.(Oo 23.00 TOO. ' 4!W DE CONIC. WALK - - 6 4'WIDE CONIC.WAL 24,00 , ,, BENCkMARK • ON MONUMENT-- - - � X'� OWGN STAMP DRAIN ENLH DEPRESSED 24.50 E 1(IS"r• BLACKTOP q DEPRESSED B'C' S SEE (0 4 GURB 5 ELEV, 25.10 Vyp�ESSIDkq! F SHOULDER CURB 22.60 22,90 DTC. ,JgPLL I. >/5 SG6 • I 221-(0" 241.0" 22'_6" 22'_6 24'-(O" 22'-6' � `� m m I I DRIVEWAY D21VE:WAY p ��jj s I MAIN ROAD 58'-10„ 691.0„ (o9'-(O" N ,Y. S, RT, L5 i. 21 EURB CUT CURB ICUT 24 22 23 ExIST. FSLAC.KTOP SHOULDER �` - _ ro � A ro TITLE 5016 PREPARATION SPECIFICATIONS POA PAVINO AND WALKS EXIST. CONC. WALK MATTITU I , N.Y, A •h SLAC STONE DUST FRAGMENTS MAT AIAL GRAVEL PROCESSED STONE \ l}'� Be,, � � i ��� ���. ,.,..n, . .� . . I2'_011 q'_O„ g,_O" EDGE of E=X157. SOUTHOLD) Sub-Base 6" Sub-Base 4" GONG. TAPER CONIC. WALK GONG. T F(O AD WAY r_ GURB APRON ASPNAL MAIN RD. N.Y.S. RT. 2 G Sub-Ease S" Bub-Base (aa -- AWSW "a _ //GONG, Sub-Grass S" Bub-Crede p^ - � / 19EWONEWOND Gredetion % P...ing I Passing % Passing X Potiny W _ n ' � :a . . 25 2D 15 10 5 O 25 50 TS too Site Si... - SITE GRADING (Sq.Openi.4) Sub-ease Sub rade Sub-B... Sub-Grade Sub-Bees Sub-Ate a/"CO TEp .a u� 1- a ------------------- - _-__--_____------ ROAD LINE B k GRwVE� ERRESSED PLAN __60_90_-__-___-_iGB _-_____- 13' t TO PROPERTY LINE 5'-0" cuRlg GRAPHIC SCALE 11L2 100 100 30-60 40-00 illi ]D 65- 30 SS _ 20 5a - 30 50 -- 5 20 _- -20 y0 MAIN ROAD I" PARKING 6" G40 _ 5_]0 5 70 _ l0 30 10_30 _ 510 _ 5 xO -_-_ EXISTING I W PAVEMENT - 11 CONIC, APRD� SEGTIO� �e -_-_ _ R:I,/g . ...PITCH 1/"PER FT. AREA SA-1 4100 0-10 __ 0_10 0_x00-10 0-5 0-5 PITCH As :. - re ,.., . ,: .:,,,. SHOP NO. DATE 4-17-87 f1: �= PLACE TOPS 01L BUILD CONIC. SIDEWALK NAME: G.G. L. A lic•tlon Subgrede-shell be Autrede-pl.cad and Subbeee-shall be Svbbta-.ams na ,_ ( ACE , THICK. YARD REQUIREMENTS SITE DATA placed and compsatad compacted in one placed in two (2) 4" "5 g'. REPAIR PAVEMENT (IF DAMAGEDI) I-x��l SCALE I = 2Q-() In one layer. layer layer. with fine M'9 materiels worked into BUILD CONIC. FRONT 35'-0" BUILDING 3597 SQ. FT. CH BY W mlubbta-•hell be Bubb..e-III ied and void. of larger BUILD CONIC.CURB. BUMPER CURB. n placed and diced compacted I. ane piece.. Each layer O) SIDE 25'-Oe PLOT (TOTAL) 'o in Ona layer, with layer. Pinar compacted, using 3 43778 54.FT. 3 tan min. to 10 ton materials of subbase ton min, t. 10 ton p Ice oux.roller, shall be worked into max: roller. SIDE 25'-O. PLOT (DVLPJ 29953 SGL FT. aubgnde.Uae 3,ten is ICs Cream to lG ton max. roller. . SECTION THROUGH CURB REAR 25'" 0" PLOT (PAVED) 29637 sa.FT. &M. 1 Corporation Applicable to: Applicable tm sem Applicable tm .ems Applicable to: SA- j driveway entnncae, A e. "Crewel". ' ee "crewel". .. t "Gravel". NOT TO SCALE PARKING 62 CARS 18,3' BOSTON ROAD, WILBRAHAM, MASS. 01086 m Arkin lot. 12 11 10 9 8 7 6 5 4 3 2 1 NOTES: F14 GRADE 1 . REFER TO GRADING PLAN FOR SURFACE ELEVATIONS ELI PRESS.soDlum Lamp \ I F R F x n NAME DATE REVISION ll�l{C1= 4ucRr raLE (EXISTING AND NEW) . O -1111 Ij y d = IIIA FST �- ACCE: CO%EFY - ___ (Dl NEW STORM DRAIN 2. REFER TO SITE DEVELOPMENT PLAN FOR LOCATION AND SIZESl� OF NEW CONSTRUCTION. _ �1 DOUBLE NUT TO LE9El F UNDER LIGHT FOSTs _--_-p 3• PARKING LIGHTS SHALL BE DIRECTIONAB• AND SHIELDED. _ s MAIN EIJGASE SAN, SEWER LINE Up`Sj_ li II SOLID GROUT BY FLEE. EXISTING STORM DRAIN °- ,W ?a WITH (0e1 OF CANGRETE, NEN SOON LINE 4. SEE DWG: `9 ,1 i 1 j1 A AUTHOR BOLTS SET A) 38E - ELECTRICAL LIGHTING E CEILING PLAN L WITH BASE -- o -5--- EXISTING SEVER LINE B) 44E - ELECTRICAL DETAILS C) 41E - ELECTRICAL SWITCHBOARD SCHEDULE $. 4" PLASTIC PIPE CHASE UNDERGROUND; SEE DWG.NSD-1 FOR LIGHT BASE DETAIL 4'SO.FOnam -„��J�% NEW ELECTRIC LINE STEEL PULE DETAIL OF LAWN IRRIGATION CHASE. f 10-0" RIM L /p t.0" � �- EXISTING ELECTRIC LINE 6. DOWNSPOUT TYP. (4) PLACES, SEE D'WG,NSbi FOR DETAIL, IL O/ 5'-C' NOT Ia PIGGED WATEg5ENI a \ PROP.LINE IV,EDM1L. -�-QT �` NEW TELEPHONE LINE 1 CRDSSINfa �Ju ` BASE a LIGHT PULE) 7. ALL SAN, SEWER LINES To BE 41(� P.V.C., AST M. D3o34, A G O SDR-35 UNLESS OTHERWISE NOTED. H J ., 0 BUnsPER,CURB, ��T�" EXISTING TELEPHONE LINE APPROVED EQUIVALENT, EM DETAILS SEE DWG. 1-"SU-2. �� I�72�b3 O 9/ OR uldn OF SEE DETAIL - B, FOR SEWAGE DISPOSAL SYST /I / �w - 9. ALL DRYWELLS To BE MFG. BY CARLSON PRECAST OR TYP WATER/ SEWER CROSSING, DETAIL. 0ChT I/ /T p y ON nwc.'so l -H .T.S . O [�O�O - - m�_ NEN NATER LINE ID, ALL PERF-PIPE TO HAVE 21/2' DIA.HOLES SPACED 120"EVERY G'AND �T TYP. PARKING LIGHT DETAIL _-_ SHALL 3E INSTALLED SUCH THAT THE HOLES FACE DOWNWARD. NOTEw bLf, -4'P.v.C- - - VJ- -- - EXISTING WATER LINE B 7 5 = 0.02 O F SOL D LINE INDICATES UPPER DT-,,RIM 25,67 O k/S 8'-4"P,V,L N G, T n NEW WS LINE INV, W 17.75 Ac` LEACHING PIPE AND DASHED INV, OUT 16.75 8 ( eY INV. IS 2.0? 0 P FC OUT (18.15) LIMIT of LOWED, RECOVERY BED LINE INDIC.ATE5 LOWER WOO GAL. PROPANE GAS � •\ �� � 0�MoO TR Tti�C,P -- GEXISTING GAS LINE AND LOCATION of 20 MIL,THK• INV. PROVIDE WATER- _ It RE GOVERN PIPE TANK OLI CONC. PAD LEACHING BED R0 R ( AST 4,V RS O( Q VINYL LINER (17.95 TIGHT SGL INV _� //,o GO'x Z4' l ■ BL,E 4"P,V.C. ` O(FO pN RM / S '( OFPIRF, ICMIIT AI (18,46) / `\ yISEE DETAIL) 1 Ef 5.=0.02 10 AEIN V. /, tiF�4ro INV. 22.55 /OTE= �, EToF<ac ALF O'• •���Tm=,�ri'�'r DRAINAGE AREA 22,55 THIS AREA IS PAVED AND PROBAELy DIVIDE 2" P.V.C, / DOES NOT CONTAIN ANY LEACHMG _ + 1« � OG FS `:[ �'p�F 40e grF� ® INLET GRATE d � > Fo2cE MAW / FIELDS PITS ETC, HOWEVER,THIS / • ■ H (/ < F MUST 8E V4RIFIED PRIOR TO %` 1 FSS)E F0- (F F90 • MANHOLE COVER O LLH DRILLING WELL. 9 41a� I wv, / ;' 1v, R1. NFS(Fc. F/r N 3c 2 TYP. C L,F.-4' 1 P.V.C, - 4"N4' a0 S= 0.02 S TEE N@J A E TYP. Q- + / T EL64Ow<rvPJ h0u. 5T-3 RIM 24.33 • r • D II M PB INV. IN 21.00 ® / INV, INV. LIMIT OF UPPER 60'- 4"PERF.PIPE IRNA w "/ / IWV.OUT 20.50 • DW-2A INIV. IBB3 (/ Ap _ INV. / / A,. DRAINAGE 24 L,F,-4'•RV.c RIM 24,33 (IB,27) I'-O 22.67 LEACHIN66ED Tei 0,52'1 TYP. 22.6"7 !VJNV• IB•83 I6L,F. 12"D,L. • "VASE"3-1 \ 60'x24' = 1440 S.F. 08.58) Pk �• .ham / AREA B 5,=0,02 TYP G2,-O" G9Q/ST/ RQO }Q'P TYPE "J_I, O z S \ DW-2 (TYP.) r+ / qG NG / k _.� _ $f_ _ W W RIM 2360 F OS / 1'/21 G 1 \INV. 19-0011A. INFORMATION IFI (BRAC.KET5) * }� I I DfRAINAGE_ h A LEACHING BED DETAIL INDICATEswwER � � �- DW-s REA-Civr BED. Nfp O RIM 23.00 0 D , ® A,REAO INV, 19,00 R'J40$ HEAVY-DUTY Two-RECE INV. I LP-z' 2'-O" 2'-O"� INLET i YATE AD FRAME (NEENAH /Q( 1'-$" 1'-$" 12 L,F•-4 �PN.G. RIM•[ Z4, �7 O,. 6t.F.-12' D,I. --. UTu ® 3L.F. 4"P.V.G, 0 DO II IT URGE PIT_c'x / I ISEE NOTE BELDW) : x-% X �ARRONDII � • 5.= D.pl/ 1 `-I ENTRwY-E S_o.O2 • EQUALIZER PIPE N A IIH i DW-BA 1 INV. GN-I RIM 23.25 (TYP. b PIPES) LNALT LEVELINCa - b W RIM 23.7 FRIENDLY IN 21.2 AC oVM1SE 'QA RI I_ C 21,5 INV,OJT 75 -,u- N^ 12'LA72.15 snwo 12"uv ERov SioHe IN V. 18. (/, V 1 cOU0.5E5 I,I; m is/B"MAN., ESTAURANT • 5LF 41"PV LP3 A T II�I�I WELL TO BE I R • ED 0.Lot c, 1 • RIM r•i TecPAealc - '' -X�' DRILL-ED OW-7A � 4'o SOLID "X'- BLDG. ' m S TRAFFIC Top C FAe,ilc �. PLAS, PIPE X '- BLDG. F,F, 24.50 '�' ST RIM 23.45 G INV, 18.83 18 SHALLOW DOME // INV IN 20.b5 ` I� RIM 24.17 I6LF.-IZ"D I. RIM 23.75 3 a \INV IB.B3 S:0,01 • s_ a� (TYP. INV. of ALL6 \ D 'DRAINAGE INV.0M23.b1 \. • ,o Y / LEACHING POOLS) 13 L.F:4"P V.G.. • ® INV.DUT 20.15 ,n �• • DRYWELLS WITH THIS RIM ARE To DRAINAGE �DW_7 AREA IQ 5:O.o2 k o HAVE NFENA14 1oIII HEAV DUTY 1 / AREA 7 \ / RIM 23,00 \ 6 • • ■ LP-5 $ Y' INV. 19 00 ' g MANHOLE FRAME 6 SOLID LID.DO NOT 1 SLOPE ASPHALT, (SEE PLAN FOR LoL:ATbNS) ., \\ RIM 24.7 IbLF.-12"D.I. DW 6 / II-BI' DOWNSPOUT pp_I RIM z3,S ) # O DRAINAGE o SEE NOTE9A6 / L D o ❑ 0 0 0 0 0 0 0 0 m g q o D S`0` RIM 2300 INV. IN 19.89 • 1 / Q \p2 AREA, • ® INV. 19.00 INV,OUT 18.83 ED oq La c o q ❑ o a o d ❑ M o In Of DW-I / rjpE-EE WI LIP-4 'T /- tir E AS AP r -� TYPE J'3" INV. I9.DD ••• D ` DRAINAGE DAVI ti � � Doo q o o q q 0 0 0 ❑ ❑ o D o DW-GA R © / p /1 IM 23.25 RIIM 3.b7 aa� I B TO PER m q ED q o q v a v m m o D a �} RIM 24.1 ARE-A(B) L D 4¢ �N INV. 18.83 L-1.4 - RIM 23,00 } -� s Do 0 0 o q o q e q a ID o 0 o a BDT/DRYW ELL " - D DRAINAGE DV,/_gA ® INV. 19.00 Do q ❑ 0 0 0 0 o q q ❑ o q a ® (TYP') D2AINA6_E AREA 4 , 1 % ' ZAZ5 RIM 23,42 • RIM � AAT--) _, AREA QS 32L.F:4"P.V,C DW-4 INV. 18,83 ID, CIRNLAR Pmrwm Io' \ d! DW-5 ��� 5,= 0.01 MIN, RIM2-1,0 1/n L,F.-12"D.1. RIM 24.00 "-'Q RIM 22.92 I • s= o.o1 5-50 a J -1'-o"nIN.sTONEn'I:'ro�v¢7 ��' � INV. 19.50 \ INV. 21.58 C.1 AR AROGND oAryWELL IO L.F.-8"D,I'� 12'-0" DIA. AHOI.To NATIVE SOIL S.' 0.21 - At Lj TYP- DRYWELL DETAILq H-20 LOADING. SEE NOTEIRSl �- G G 1 G G NEENAH MANHOLE FR4nE1 LID 6" HIGH-PRESSURE GAS MAIN RIM 23.08 TYPE"J-I" 6�SSURE UWGN STAMP CART. Na R-Ib78 To BE SET ON MIN, 1 BALI COURSES L'I-3 •e GAS MAIN C S�FQ�FESSPoyq/�y r -111 DRAW TRENCH 'r°VL I. J0� Cj 6"TH K, LAWN 'i=lulu T=" '= It' LAYER SEE e ,Aa.� � UENCI�I"IA RK c cYe �w$ su "-o MAI N ROAD - N .YS, RT. 25 "x1 ON M In ENT TOP SLAB co,.,e eh O ' of SAND DTC, 56- a m SET W/I'M0.TP0. n1n, Ii LAYER OF ELEV. 25.10 a a STANDS TV MAY) OVERHEAD ELE2C. Co lym 4 TELE. LINES-,\ so B, =p o" FILTER FILTER ,,Rig EXIST. EXIST_ EXIST. C A FABRIC FPBRIC 111 � LJ•P. LLP. LI-P y-NIST. U.P. =u E T st E T EZ T �'- � TITLE MATTITUC N.Y.. '111 • D q ❑ qED o o O 000D D ❑D ❑ O ❑ D o O ❑ O [] OO ' STOANWPTEp MANAGEMENT DRAINAGE AREA NIo.O pAAINPSE AREA No. © (SOUTHOLD) 0 D `9- I XAT,IYORK ISIWTHOL01 FEBRUARY 190] PHILIP E. KD110L E.Li. PAVED AREA: 3100.100 s,ft STORAGE pEMORAL 5= A 1 P' Y t/12 PAVED AREA: 5238.10 s,ft 6TUAp6E REQUIRED: 9=p 1 P' 1 Il12 ❑ D q , I❑ q p ❑ [] o O o NEN YORK L.I. RAIN AOAO,RIE25 ARABS AREA: 11246AA tTit A= 19X.16 evil AREA ONOFF 195.90 spit A= 5311 BA sett r MAIN RD, " A� C f04Q BOT/D W PpEP AU10LA 1038.40 X= 951.40 auW¢ feet r@mretl AREA AVNOFF: 90.X0 5= 131945 mbu feet regw etl 1 .Y.S• RT. 25 G 0 O o q o q O t7 q o o [l [I DRAINAGE fAliEflIP: 13.00 pAY-XELLS : VSE: 2 DAM WELL : STORAGE PER TDMEIPIN6 USE: • 2 DAY WELL : SIDAPGE PER ANNEALING D D ❑ D ❑ O ISO ❑ 0 ❑ PAVEp AREA AND BUILDING AREA: AUNDfF-1T9Y. TAYNELL TO CONSIST OF 12 FT. DIAN 1 1'-B" ARABIA WALL DONE 64.00 ru.Ft. DBYWELL ,0 CONSIST OF 12 FT, DIAN 1 1'-6" SOLID WALL DONE 54.09'FAL - GRASS AAEA: RUNDFFIX2 I 3'-p' SOLID WALL RING 302.10 "At. 1 3'-0' AREA WALL RING 302.10 a.ft. 25 70 15 ID 5 O 2950 75 100 AREA RUNOFF - IAN❑0021 ♦PIIII 1 5'-0' STORK BRAIN RINE DRUNK twit. 1 5'-V STORK DRAIN IRAN 504.60 :'.ft. IF SiTE UTILITIES L STORAGE REQUIRED: 3.00 INCHES OF RAINFALL OVER THE AREA,P'. STORAGE PROVIDED, 1782.60 CLFL STORAGE PROVIDED: IILI WHO, ,TIL DRAINAGE AREA Me. b-O" DRAINAGE AREA Mo. ® DRAINAGE AREA No.O I-O- MAN. STDNE(1Wf. T p`_'$) PAVED AREA: 35PR.110 egft SIDRAI FIGURED: S= AY P' 11112 GRAPHIC SCALE PLAN H-210 LC ING COLLA" AROUND ORYW ELL GRASS AREA: D.DO sell A= CXR.BX I PAVED AREA, ORIs,ft STORAGE 6EOUi RED: 5= A 9 P' 1 1112 PAVED AREA: 526.09 :AH STORAGE AEDWRED: 5= A Y P' 2 1112 AND INTO NAIVE BELL AREA RUNOFF: AUDB.BA 8- 011.011 nthE feet ....vOd GRA59 AREA: 511 sift L- 2115.00 I,F GRASS AREA: 1614.00 Y'ft A= ALI.10 IRA (DW-5) DRYWELL DEI AIt- AREA FLIGHT: 1145.100 5= 53645 tuba feet regwreD AREA A@OFF: 981 40 S= RIVALS[u0a feet -,IVSE: 1 DAY WELL : SiO64.0 PER ADAfIRING USE: I DRY WELL : STORAGE BUI PER DUNE/RING USE: 1 DAY WELL L STORAGE PER t.EIAIN6 POE N.TAS, DAYNELL TO CONSIST OF 12 FT. DIAN 1 I'-6• SSOLI MALL TONE 01.00 BAYNELL ID CONSIST OF 12 FT. DIAN I 1'-S' SOLID WALL TONE 04.X0 tN.Ft. OpYNEIL ID CONSIST OF LFT. BIAM 1 C-0' SOLID WALL DDA" 94.90[e.fl. SHOP NO DATE 4-17-$7 13'-B' SOLID WALL FIND 302.70 D.A.[ufL I 3'-11' SOCIA NAIL RING 302.iA [u.it. 13'-D' STUD WPI, pIN6 302.10 GUAR. 1 5'-0" RICAN DRAIN RING 504.60..8. STORAGE PAP I 0" STORM DRAIN RING 504.60 :01. 1 5P-IR STORM DRAIN RING 51uAt. NAME G.G.L. STORAGE PAOVIDEp: 991.]6 CAST. ❑DED: 691.30 LU.Ft. , - STORAGE PROVIDED: 115.60 REST, •YARD REQUIREMENTS REMENTS SITE DATA A , SCALE 11120'-0" DRAINAGE AREA RIP. O TURING AREA No. DRAINAGE AREA Ne.® ` V FRONT 35'-0" BUILDING 3597 SQ. FT. GH By ti H IRA PAVED AREAL GI spit STORAGE WARNER: H A 1 P' Y 1112 PAVED AREA: 192 AA SXR STORAGE REQUIRED: 5=A 1 P Y 1111 PAVED AREA; S622pX :Ait STORAGE UQUIBEO: 5=A I P' Y UD SIDE 1 PLOT (TOTAL) 43778 SQ-FT. m ZDA AREA: 5214.00 spit A= 99]9.10 evil • GRASS AREA: D.BX spit A= [TRAIN Ht GRASS AAEA: SINAI s,ft A= 5916.dN ARE p 251-0- AREA RUNOFF: 9939.40 5= 1139.85 [NATO feet re"U"d AREA HNUFF: 19200 S= REAR the feel reumretl AREA RUNOFF: GRILLO 6= INGLI5"FIT feet regwMd SIDE DE 251-OI PLOT (DVLP, > Friendly 49953 S(1. FT lee Cream WELL : STORAGE PER DOXEIRIN6 REAR PLOT (PAVED) 29637 SQ.FT. rP VSE: ] DRY WELL : STORAGE PER 00AE/RIX6 USE: : DRAINAGE PER DOAflA1XG VSE: ONE CVA9 INLET AND 2 DRY N p +� 1pRYWELL ID CONSIST OF 12 FT. DIAN 1 1'-6' SOLID WALL GONE X2.70['.ft. UAYXELI i0 CONSIST OF 6 FT. DIAN 1 D A SOLIDTRAFFIC TOP 6.36[N.ft, pRYMFLL 10 CONSIST OF 12 FT. ALAN 1 V-0" SOLID WALL RINE 04.X0 ru.it' 25 _ Cu uratiun Z 1 ]'-D' SOLID MALL RING ]0110 m1p I 1'-B' SOLID HALL RING 59.30 m.ft. I }'-6' SOLID WDLL AIX6 301.10 ru.i4 y &T�!qsl Z 1 5'-0' STORM CRAIIN RIAS III felt. I T-d" STORM DRAIN AIME 18.26 aJt. 1 5'-I. TRUE DRAIN DINS 501.60I'.ft. PARKING EIISTORAGE PROVIDES, 2611.90 [U.Fi. , STORAGE PpOV14E0: 161.50 CV.Fi. Ei0AP6E PROVIDED: 1102.60 CU,FL 62 CARS 1855 BOSTON ROAD, WILBRAHAM, MASS 01095 m NAME DATE REVISION CAST/BON CAST/NG OS oESe TOWi✓SN/P of SOUTNOLD �T1�f/COG Fva�dLL sT,PUCTu,PE�J , i.PECLST,PE/NFd7lYE� tl CASTE' JP/L'. SOUTH L . cv/✓cPE>E cvi..v✓EY CAST/•Eon/CGST/Nls dSfC.P O.PEC.ISTEE/�✓/+'�.�'EO TOGvNSN/C OF SOUTHOLD, /Zq '/NsioE O/A - 70Wi✓S11/11 of ` CONo.PET6 cNo✓NEY ?p" /NS/p60iL KE✓23.50 ELe=✓,4EEP�AN \ 0 PAVEMENT cork. ere- ,' 23.45 ECE✓ 23.6 "s _ r = / g _ , . a, "a - WALK //s// ECE✓� _ . ._ _ - / .rIP to /N✓ W /3 -p"t4EOUAULS.POii1T ; v oB CT/Pk'vc J FLa/✓uNE-, B2q-0 ,: i /9 9 � . to � � FL os✓G/NE-� ''• { o/sTe/BurioN Pooc � ✓ /8.83 /.w 8,t1 _ [Ed cNiNG PoOG z/ / ,83 ZI.�3I a - • 2 rN✓J ' ,`0 F ( Y� CT .p ✓ � '- 0. 75 20.6 _ --_ i - - - 2 / ✓ 20. 5 Bor . k➢ H Bo�6L, NN b ti �Y epos l9/ol'E.P LQ T,PAP i �0 � BOT EG-J ti / _ SEAT/C TANK Q SEAT/C T/l K � `rorE-,c Ez �� /✓yrE.P Et _�Z_ N Sr/J If M/11 DP- I' DISTRIBUTION POOL LP- I THRu LP-(o" LEACHING POOLS IVNG'eETE SLdg -15 /Z'lyil.(' "ill '•, d `' GT- I " GREASE TRAP " ST I " ST-2'' TYP//C�lL CCeSSy \ q"PEPFO,POTE.O SEPTIC TANKS S'T,4r✓G�LI.ev �SE�T/C �9Y��TE�Y! P/PE " 2CNEP.r ✓aL✓E NOT TO 34.41E / - 4�o/4 SCC/OP/PE -� -L_ AI Ti I O = = Z'v AC CO/✓C.PETLF T�/✓K / , �-- • - G/M/T OF � 1 I (SET ABOVE GRADE) _ Z ::2"T1rE EYCOVAT/O.✓ EG EV 2S•S /-G/M/TDF y�-_ _-_ _ am/ O -J t'�dTE ✓oL✓B - w _ -- 5x CA 14A14ATI✓ 1 ✓dL✓E NEENAN .P-6p6/ GH LOST:�'G'.h C.OST/.✓G DS OE.Q - 2 G'NEC'f `' \ �'I i-M/RAF/ F/GTF.2 FLB.�/C IyI /� � / / Z6BOLTED FRFS9U.PE Cv✓E.P O,t• ApF,Pv✓Ep EqU<G /" TO N/NSHiP OF SO UTH CLD I� l 'T✓P � 4'TyP. / - p'TYP q 'TYF Q 'TyG. / 'TYP f,PC✓/GL +G'J.r 2 \ \ F -_e 6 le16 C.(UN Ey yA-''T/EO/✓ COST/NG OS GE.P FO�' A/N III owNS.v/P OF SOUTNOLO �dST sFt?n/CAST/NG:�'/`E� O 0 O O IIP I ECE✓ 25.67 Zp'/,✓siLK"o/d (sET l" ABOVE GRADE) iIfECAST PE/NFOPCEO /L SL'.PE6d'Eo T wN5///P pF SOUTHOLD /NY 2.67 /✓✓22.SS - -, -� CVNClETE LA'iMNE�' dJ. J . rlo �d ea �N> FpRL'E Md/N 0'. -rid L- 'S9dr'S BOC, derdo eood ro,✓ 6"oF / /L wJ ✓U EL=E",✓i S83 _r F \ uNEP sTvN c ,' 4F CCN'Ea © EL✓ 26. ECE✓ZS.SO CCCMP r Bd GV ''✓dY F.RGE .n.+F✓ f COMGde TEV C(BdpT Sd No � � ECE✓2¢, II ANO G.P4✓6G A - .rj � 77, "yA l 'TYF ¢/'PEFFo<q.TEO "'oe T✓v be % �// � '✓ ' 'j/ PAVEMJT r/ (.1st' ' LrNe 6'O/ SOUo e NiTP (.,6 ;NI WdGG� '• .HN ti� 4.,Q✓C ,CEM//✓dC Td NK 1. e - 2CNECK 4 F / / ice' -/N✓/8.58 ../=////= r= ///z /, .i..-.a = - h 4vw LwPa55 _8=4 H'C J"DVC /O � O/d I - �- � - - O NN/� ©L✓E ZpM/G CONT/NOu$ � 6�Gr '34 -/%2•wds'`/�`O y.Pv✓EG � FINAL LEACH/N6 POOL ' 1 /J v'N)L L/NEe 2�7.7S�s t- OT 'bI L/1 / T Z O✓C FOPCE.r1i✓N -- P.Po✓i0E r✓d�� T/Gr/r SE.-tc b -- - 6 -4y�PYC41ZvOv- T Z/N✓. 2175 �CON'T.PJCTO,P SHdLL CL. a Z'•X SL/T/N THE SL/LPHUR dNp i LZ"I�O,E 'O.POVioE �,PgOEO, COMi�1CTE0' SU.PiOCG= �-, 24'4'0 ✓dG✓E f:c 66 OE.POCKS O.P OTHE.P SNA2P' OE6'.P/S ✓/'✓YG uNE"P /N �✓H/C , To FASS THE¢'OiGc L rMFSTONE Hv0/d --- q ✓C ��N //0.]5 X20% Ee Z1.25 BorrvM •, 8 El / 5 p/O e _ � P,PiO.P TO /NS/11GL/NG ✓/NYG UNc.P THBvu Gro ANo SE4G THE ✓/NYc G/.vE,P To 32' p " P/EE US/NG P✓C 4<.✓6 ANO nvEV/Nsrecc _ d STA/NC E55 SfEEG NOSE <cAT)f'✓.POUND Y.45 �L b' //•75 i /'V /.00 f0 �3' p apEl4sr c'O.✓C ENt/.eE CO.vNECT/�'°/ .f;/ �// /_ .,' ///- / - 641 wEr L(/FCL i 1 .•:KCGLAQM � � IJ ° F. B. LeG vu.•aisrdcT „ //_ C� /// Oja LP-7 LEACHING POOL 'C LfJOV PST4.PT Tr�/C/^ G C/� O� L/�T�(�/ • •Z PEpui,PEO� TANK TO BE N/GTElP F,POOFEO ��4 �E.PFO.PdTEO P/PE c aPE NCy I t 'cONc FLG �- ' ° /J,QOJNp P,;.ypg wiTN !/YO<dUL/C CB/MENT TBv,POS�dG /A "�lez DEN/T.P/F/C,l T/OrV cfY�STEM oR dPV.enVEO ' NAG 2E/N OPCE� CGNLPETE SEDT/Cj T N� b aF1�� a E /5.,75 sBTroy (e , 0WSI 6sceB e`WrNOiSeHeE V GBVVCG DWGq STAMPvoPEC4-�T 0FIle CONC NO 5CLE Sewage Disposal System Design DENITRIFATIoN TANK o a S��QAOFESSIOryq/�y CCNC, F3JSE Pump System: Su Design Flows Pum 4 times per da 9 P P y 312 gal lons/dose , ppm so a 'b L r1J,,, - Friendly " ' Restaurant, 125 seats Pump Basin Use: 5' diameter pump basin l O = - ,. -.. - Say' a - Rise and frill in basin H = 2, 13 feet. N � Q = Restroom Waste Flow = 125 seats x 10 gg.p.d./seat Elevation Head = 22./c7- 16.g0= C.27 fee[ u' 1250 g.p.d. Friction Losses= / 1 Q2 = Kitchen Waste Flow = 125 seats x 20 g..p.d./seat 2-90° ELL.= 2 (5.5' ) 2 ' /J N Q2 = 2500 g.p.d. Check Valve = 13' TITLE Pg _ I I 1 //" _ I Gate Valve= 1 .2 ' *K) V l.. Leaching pool system for Kitchen Waste Disposal Equivalent Length of Pipe= 8' + 25.2 ' = 33.2 ' MATTIT i > ST- 3` SEPTIC TANK PUMP BASIN VALUE CHAMBER N.Y. Design Flow, Q2 = 2500 g.p.d. Pumping Rate = 65 9•p•m• � Friction Loss= 3.5 PUT 00Ft.) (33.2 F[. ) (SOUTHOLD) Grease Trap: Provide For One Days Flow = 1 .16 Use: 1-10' diameter x 5' liquid deapth Elev. E Friction= 7.4 ? Q = LSg•p.m. 2938 gal • capacity > 2500 g)al . Pumps- MAIN RD. - N.Y.S. RT. 25 Septic Tank: Provide For Two Days Flow Use: 2 - Goulds Model 3885 WE03M Effluent Pump. Duplex Use: 2-10' diameter x 5' liquid depth set up. Switch Control , A2-3 (Alarm, On, Off), 5876 gal . capacity > 5000 gal Pump Control A6-1012. Tanks tplaced on common.Poured in place Slide Rail System A10-20. SANITARY DISPOSAL concreteo slab. Dentrification Tank: PLAN Leaching Pools: Provide 1 .5 g.p.d./S.F. or 16675.F. Provide: 4,516,/g.p•d. of Sulphur Use: 7 -12' diameter x 6.5'I iquid depth 4 51b./g.p.d. of Limestone 1715 S.F. providedS.F. Volume=(916/g.p.d. ) (1250g.p.d. ) / 90 p.c.f. = 125 cubic feet SHOP NO DATE 4-17-87 '- Denitrification System For Rest Room Waste Disposal Use: 1-6' diameter x 4,5' deep = 127C.F. NAME G. G. L. Design Flow, Q = 1250 g.p.d. Final Leaching Pool : Provide iOg.p.d:/S.F. or 125 S.F. , - SCALE N T.S. Use: 1-10' diameter x 5' liquid depth = 157 S.F. Septic Tank: Provide For Two Days Flow GH BY Use: 1-10' diameter x 5' liquid depth 2938 gal . capacity J 2500 gal . Friendly leaching Field / Nitrification Process: Ice Cream Provide ,g.p.d. / S. F. or 1250 ',S.F, s�astr WILBCorporation - Use: Field 24 x60' 1440 S.F. Provided 1855 B STON ROAq RAHAM, MASS. 01085 4 12 11 10 9 8 7 6 5 4 3 2 1 NAME DATE REVISION NOTES 1 . PIPING RUNS SHOWN SCHEMATICALLY ONLY. ACTUAL LOCATIONS n TO BE DETERMINED IN FIELD BY CONTRACTOR. A 2. WATER SUPPLY (I" CO'PPEI W/F.P.T. ADAPTOR) TO OUTSIDE OF \ BUILDING BY OTHERS. 3. WATER PRESSURE _ 4. CONTROLLER FURNISHED, INSTALLED, AND POWERED BY OTHERS TORO AUTOMATIC CONTROLLER #164 104-06-04 CONTRACTOR TO FURNISH AND INSTALL CONTROL WIRING FROM pA- - CONTROLLER TO AUTOMATIC VALVES. 1" CONDUIT FROM CONTROLLER TO OUTSIDE BUILDING BY OTHERS. PROPER SETTING AND SEQUENCING OF CONTROLLER BY CONTRACTOR. START SEQUENCE AT 2:00 A.M. hF N 5. CONNECTIONS AT SUPPLY AND VALVES TO BE DOUBLE CLAMPED. �•'� � ALL OTHER CONNECTIONS SINGLE CLAMPED. B 6. BRASS AUTOMATIC DRAIN VALVES TO BE INSTALLED AT VALVE MANIFOLD. 7. SYSTEM COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND CONSISTENT WITH / STANDARD TRADE PRACTICES. / 8. MATERIALS - A. ALL SPRINKLER HEADS AND AUTOMATIC VALVES TO BE TORO OR EQUIVALENT. TORO MODEL NUMBERS ARE INDICATED ON PLAN. B. PIPE - POLYETHYLENE 100 P.S. I . RATED �L. FITTINGS - NYLON + D. CLAMPS - 100% STAINLESS STEEL I /+ E. RISERS - GALVANIZED OR BRASS PIPE ( NO PLASTIC PERMITTED) Q V - 9. AUTOMATIC VALVES TO BE ENCLOSED WITH AMETEX PLYMOUTH PLASTIC IRRIGATION CONTROL BOX OR EQUIVALENT. 10. 4" 0 PIPE CONDUIT UNDERGROUND BY OTHERS. F w/ 4r ` ,\ AGF G / + CO N'TRO LLER D CN aLOc, EEE ' MOTE. �1`4) i WIRING CONDUIT e (SEE NOTE ° 'i) I" WATER 'U P) (SEEE NOT % Is ALI C3) TOM ATI' VALE/ESI ' I zw -o6 -o4 I } ham; I (s F- NOTE #9) I //. k' P E 3 Z h A I F- I h ^ (') 304 -00-03 - SEE NOTE�IO�I �, % 1 f/ �4,� I (6) 570P -ISL H (� > 57op- 15LQ ($) 570P-15-H 214' I 11 570 P- 15-C (4IU 3/4 5/4 SEE N0TE'F10— �lq° (2) 306-00-03 3�4° 3/4'P 570 P- Is'-I,zO° DWGN STAMP '570R-/51700' lIBf Z0NE"3 ZONE *YZ ZONE $` 1 113 Com, P, M /5,4 C�,P,M , 11,9 6, P, M 5 HEADS 7 HEADS 8 HEADS � � z DURATION x- 30 MIN, DO IR NTI0N IEMIN , DURATION /SMINI, N� . . pE ro ro F b TITLE I MAT TITU , N.Y. (SOUTHOLD) SYMBOLS MAIN RD. - N.Y.S. RT. 25 G SPRINKLER HEAD 25 ?v 15 io 5 0 25 50 75 ioo — -- UNDERGROUND WATER SUPPLY IRRIGATION CRAPµIC SCALE � ■L A � AUTOMATIC VALVE (UNDERGROUND) SHOP N0. DATE 4 - 17- 87 © IRRIGATION CONTROLLER NAME MS O YARD REQUIREMENTS SITE DATA SCALE I"= 20'-0" FRONT 35'-0' BUILDING 3597 SQ. FT. CH BY 7T,� H SIDE 25'-0" PLOT (TOTAL) 43778 SQ.FT. SIDE 25'-0" PLOT (DVLP. ) 49,953 SQ. FT. Friendly Ice Cream REAR 25'- 0 ' PLOT (PAVED) Z 9 b3� SQ.FT. &Ma e Corporation eurantr PARKING E2 CARS 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 12 11 10 9 8 7 6 5 4 3 2 1 NAME DATE REVISION _ PLANTING SCHEDULE ZKEY QTY. ' LATIN NAME 51ZE COMMON NAME TYPE r I I ILEX OPLAT N NA 5 - (o' AMERICAN HOLLY owls u MULCH LINE 2 9 TAXUS GUSPIDATA CAPITATA 3'-SI/Ze UPRIGHT JAPA ESE YEW UP21GHT 3 X 4 / w 3 65 PACHYSANDRA TERMINALIS 1-YR. POTTED JAPANESE SPURGE eo�INU A , 15, - I MOUNTAIN ANDROMEDA LON c"� � ¢ 4 ' PIERIS FLORIBUNDA � -�_ 5 20 TAXUS MEDIA NIGRA 21-21/2' DARK SPREADING YEW GLOBE m Soo vl t 6 to RHODODENDRON R05EUM 2727-3' RHOOODENPRON UPRIGHTI ) J 7 22 ILEX GLAgRA 2' - 21/2' INi< E_ UP 8 II PI EEZUS JAPONICA 21 -2/2' JAPANE5E ANDIZOMEpA u RIGHT J / SOIL LINE 9 31 JUNIPERUS 2SPREAD DEPRESSA PLUMOSA - 2 10 10 RHODODENDRON °PURPLE GEM " I6"-24" RHODODENDRON °A1 T DETAI L " A" O NO SCALE PLAWT SIZES INDICATED ABOVE ARE AFTER SHEARWG ANO PRUNING SEEPED � F kF /+ O S�p C \ I + N +/ X X k Al X Y \ 0 9 o� 9 DIMENSION VARIES-SEE DWG, SA-I . �� X x (3 G h 2 2 12 1 9 e 6 0 , SEEDED 2a % FRIENDLY e RESTAURANT 3`E04MULCH � GRNC, CURB .' 8 \ 2 o WALK O5 ,c'` " X"_ BLDG. 2 X 4 o k 3 I 0 107 4wi L \ COMPNCTE❑ 3 4" Lor>M STONE OF ROO-T aALI- 5 6 T ' O ToP OF GAWC / IO N xk / TYPICAL PLANTER STMTIOt\\ ,/ 'k: NN 3X4EDGIN'G SOD 5 % k N SGP,LE -14= 1 � 6 % --SOD % - - 3 DWGH STAMP F 5 �aQppFESSIONggI. LIMIT OF r s s MAIN ROAD - N .Y. S. ROUTE 25 L I 50C) tl OFT A A F TITLE m ro I MATTITU , . N.Y.. NOTES (SOUTHOLD) _� MAIN_ RD. — N.Y.S. RT. 25 G 1 . UNLESS OTHERWISE SPECIFIED, ALL PLANTER AREAS WHERE NO CURB OCCURS 7 . SOD - A BLEND OF KENTUCKY BLUEGRASS AND FESCUE AS SUITED TO LOCAL RI TO BE EDGED WITH 3 X 4 LONGLEAF YELLOW PINE TIFABERS . ALL LANDSCAPE CONDITIONS. TIMBERS TO BE TREATED WITH MINIMUM CCA . 60LBS . PER CU. FT. PWPB 25 20 5 10 5 0 25 50 75 i00 STANDARD AND LABELED AS SUCH. ALL CUT ENDS TO BE TREATED WITH 8. PLANTS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK, 0 "CUPRINOL" OR APPROVED EQUAL. (APPROX.55 FT. REQUIRED, SEE ANSI Z60. 1-1973 IN REGARD TO SIZING, GROWING, AND B&B DETAIL "A" ) . SPECIFICATIONS . LANDSCAPE PLAN GRAPNIG SCALE 2. EXCEPT AS NOTED: ALL PLANTERS TO RECEIVE 3" MIN. TO 4" MAX. LAYER OF BARK NUGGETS (SIZE 1/2" - 1") • _ 3. TOP SOIL TO BE PROVIDED BY OTHERS IN ROUGH GRADE (WITHIN 1" OF ' SHOP NO. DATE 4 - 17-87 FINISH GRADE) FOR USE BY LANDSCAPING CONTRACTOIR. NAME G.6 L. 4. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTER SHEARING AND ,YARD REQUIREMENTS SITE DATA SCALE PRUNING. O ' I� = ZOO-O 5. EACH PLANT TO BE FREE FROM DISEASE, INSECT INFESTATION, AND FRONT 35'-O" BUILDING 3597 SQ. FT. CH ev H m MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITABLE FOR FIELD SIDE 25 -0" PLOT' (TOTAL) 43778 SQ.FT. `n PLANTING. lee SIDE z5�-o. PLOT (DVLP, ) 49953 SD. FT. Ice Cream 6• ALL PLANTS TO BE FULLY GUARANTEED (LABOR AND MATERIAL) FORA REAR 25- 0 PLOT (PAVED) 29637 SQ.FT. _n 1 Corporation PERIOD OF NOT LESS THAN ONE (1 ) YEAR FROM DATE OF INSTALLATION. PARKING 6z CARS 1855 BOSTON ROAD WILBRAHAM, MASS. 01005 m 12 11 10 9 8 7 6 5 4 3 2 1 STABILIZED CONSTRUCTION ENTRANCE BTgNN BALE DIKE 00) 10 111 \ \ 0 E s NAME DATE REVISION FLOW �y� r. STANDARD SYMBOL ii'• '�fvEnr¢AL FACEEXISTING 50'min. \ J PAVEM NT BEDDING DETAIL ! •, \ ., •.,,...•, . Finn \ STANDARD lrxax CIi1h FR OFIL! MOUNTABLE BEAM STANDARD \ �_•__ (ODImnv1� \ A Ee1111n Oleo ad \ 50OVIEW10, \ S ANGLE FIRST STAKE TOWARDXISTINGPREVIOUSLY Luo ULEVEMENT FLOWPLAN n O ! col M NU SALES FI-ACED ON CONTOUR E \Q Pi1�dS�IpV u ti b \ 2 ll TO2 INGROUNO,DRIVE 2i2'ITAKES ^ry VII BALESIN GROUND DRIVE STARES FLUEX CONSTRUCTION SPECIFICATIONS \\ r 3. acne '/rte Us. re ,ton•, of teclator recycled Din< Ree singlvi 3. Lengt - A, required, but not lama than SD ft (ex On ! a1n91e real- -ANCHORING DETAIL dns lot where a 39 tvi[ minimum length would apply). \' ONSTU71ON 2E IELATIDIS 3. ThicWidth T - Not Lor than ml, l63 Inches. la 4/h,)i �\ O� 1. point - T.. (SO) govt vinlmum, but not leis Nm the lull rleN 6 ` D \ pilt., Clot, cngrasa i[ lacus OC<u[,. - !. Filter Cloth - Mill eq ired placed o over the entire arae ,[loE to placing of ,ton,. 1. BEE$ SHALL RE pJLm AT TAD T�OF A ELP'E OR ON TIE [PRPP Alm IN A RPV MI1N Filter will not Al required On • ,flowe gully diverted to lode 00 Elms TIrMLv KIIrfTNG THE AOIxEtR w.Es, !. surface Water - All cited ac ostac ecentro ce elver sed .Ware impractical, ^' 2, E"pull 641LL BE F3mmGm IN TE SOIL A MINI"OF 147 nal Nm PLIKED SD entrances eM1her a ttpee accou Me l OF per. It DlPlna 11 !mp[actival. L9 D TIE BINDINGS ARE HORIZONTAL. ! wun[,bL a[m with S�1 ,lop, will a permitted. T. Maintenance - The entrance ,hall be maintained In a condition which will ). BEES SHALL RE SEUgELY AVCICNEO IN III BY EITHER 1M] STAKESpV RE-!WS DRIVEN ,[event cracking o[ flowing of mail onto public ElghthOfwar. Thi, may IE THOUGH TAl FIRST El IN El hNl SHALL BE DRIVER T1gR0 TE require periodic top d[eaetnq CIN additional ,tone U condition, deal 60 \ p PRVIWSLY IAID!CIE AT AN ANGLE TO FGIS£ THE BALES TOGETHER. STAGES BALI.BE THE Ald [e%lL' and/or Cleanout Of any nurv[u upd t0 t[!p medial All D RIVEN FLUSH Al �O sediment spilled, dropped,vuad it Gaibe onto public [logia-oE-way mule 4. INSPECTIONsou RE FRExENT AND REPAIR RwuctSwr srul BE napE PROMPTLY ns a ilmmedietelr. D 1 s• \\\ 1E¢0.m. e. Washing fq - Mn.el. shall a <l.,n.a to Famous aadl.enk D[loE to .neE.nce onto public lighta-of-war• Men washing 1, required, It .hall be done on in area DR INPmf $. BALES lSMAS SAE RW.ID MENTPM FIAV OR DRAINAGE.HAVE SERVED"i USEFULNESS ED AS NOT TO BLOCK stabilized with ,tone and which drains into an approved sediment cup ping ti I I device. 1. Periidlo inspection and luded meinani hall a p[Wc4d after each Uln. _ snxOARO DRANING STFDILIZED CONSTRUCTION Standard STRAW RALE DIKE FNTAAIICC Ondn + ' lBml � � j���`..:• A zi /I ,"ate I,Y j � "�:"�'�:::o _�?�`•' -�::: , QT 1 ":e:•.:•.h;:aitte ;:tat': LJ 9kl I J\ ' .00 :e'„etteieex„;�x\a`Zetie'r' 'OO \ x.� keit ,ttxr.' Gr V / �, 0 S •lam.�.; o..: ,. EU V� - _ O•. 00 FkIS O O FH FN sma l.00 FRIENDLY \ \ RESTAURANT \ \ X”- BLDG. I %g 1 FIN. FCR./ o. OO I o /`• CO ' Y \ E ti 4, n 7 LEGEND 26-p0 PD _ -100 EXIST. GRADES `' -- _— - - -- _ i ameamealwalle 1oD.00 . FED INISHGRADES P4 -- --- _ - Z4,DO A�PIi AL_T ease- 2200 23,00 - - - - - - - - - - - - - STRAW BALE DIKE - -- --- 'o0 2 Z op SBD SBD SBD .00 —_— - - -- - - - - - - - - - - - - - 1 BENLWAARK _c �- " z' oN MCnlUM3NT 4 �, STONE CONSTRUCTION _ I _ SiSiL LKI �F -- - - DWG ENTRANCE X I. A �. = V. 25. 10 STAMP . ... .. ............... ... .. . SHOULD'cF - - - F \ SIG1. s EGAD 23 N •Y. `” FT, ?5 ' >I 2z _ 4 SEDIMENT CONTROL 1 71 - - Ex15 BL.A_KT6P I_DER - -� � A. TEMPORARY MEASURES �jHOU -- t TITLE 1 . CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE. _ -_ _ _ _— — =fi117. -Dri WALK 1Ed ^ TT*FT•* TA' N.Y. 2. CONSTRUCT PERIMETER STRAW BALE DIKE AROUND LOT AS SHOWN. NOTES (SOUTHOLD) 3. OMITTED 1 . STRAW BALE DIKE AND STABILIZED CONSTRUCTION ENTRANCE ARE USED ONLY 4. COMMENCE GRADING. DURING CONSTRUCTION. MAIN RD. — N.Y.S. RT. 25 G 5• INSTALL UTILITIES. 2. WRITTEN NOTIFICATION SHOULD BE GIVEN TO THE DISTRICT PRIOR TO THE START OF THE LANG DISTURBANCE. 25 zo 15 to =, 25 SEDIMENT CONTROL 6. COMMENCE BLDG. CONSTRUCTION. 1 � � �� 7. COMPLETE FINAL GRADING. 3• TEMPORARY SEEDING 8. INSTALL DRYWELLS. ANNUAL RYE @ 1 LB. PER 1 ,000 SQ. FT. SFAPHALt PLAN II' PERMANENT MEASURE 9. PERIMETER STRAW BALE DIKE TO BE REMOVED AS FINAL PLANTING IN 4. SHOP NO DATE 4 -17-87 PLANTER AREAS AND PAVING IS COMPLETED. SOD: rSEE DWG. L-1 FOR LIMITS. NAME G C.L. 10, STABILIZED CONSTRUCTION ENTRANCE TO BE REMOVED AS PAVING IS .YARD REOUI REMENTS SITE DATA SCALE' = ZQ-lJ COMPLETED SO AS TO PRECLUDE VEHICULAR TRAFFIC FROM CARRYING SEDIMENT OFF SITE. FRONT 35'-0" BUILDING 3597 SQ. FT. DH BY f H SIDE 25'-0" PLOT (TOTAL) 43778 SQ FT. 25'-0" 49953 SD. FT. Friendly SIDE PLOT (DVLP . lee Cream REAR 25'- 0 " PLOT (PAVED) 211 5Q.FT. Lyq Corporation z IT PARKING 62 CARS 1855 BOSTON ROAD WILBRAHAM, MASS. 01096 I%'O.D.GALVANIZED STEEL 2�h'D.D.X 8`0'LONG GAILY. TOP OF PAVEMENTNAME DATE REVISION I' THICK PIPE TOP RAIL (TYPICAL) STEEL PIPE LINE POST (TYPICAL 4' O.D. GALV. PIPE W/TERMINAL 2�' 0.0. GALV. PIPE DST CAP EMBEDDED IN CONCRETE FRAME WELDED (TYP.) GONG• FINISH COURSE T-01 2 PLACES) CONCRETE CURB C2RAD -- TOP OF LOAM •9 G0.RPIL TIES CONCRETE WALK 1' TYPICAL, ABOVE s,RaoE PAS STEEL FINISH GRADE TENSION 'A TENSION BARS _ _ - . \ \ FABRIC TIES.TO.C. – __ _ _ – _ _ –i _ �_ _ �. – _ _ _ _ =05 J) ,• . \ T O.D.X B'-B'LONG LLL( GALV.STEEL PIPE m z_ – - - 4' (TYPICAL 2 PLACES) g�_ m COMPAGTEP • �I( r- 4• •6 GA.TEN510N WIRE N WITH NOGRINGS. STEEL TENSION 2'-0'O.C.(TYPICAL) 1'.O"LAYER 11/z' THICK BAR BANDS GATE LATCH WITH •9 GA.VINYL CLAD GALV,STEEL WIRE 45 DEGREE PROVISION FOR PADLOCK 14 BASE COURSE 2'X r MESH, COLOR:DARK BROWN, r TOP AND BOTTOM SELVAGE TO BE ELBOW 4' PLASTIC PIPE m SECTION r 'I' KNUCKLED SLATS:I%'WIDE,VINYL [h Cfl N.T.5, TOP OF MULCH `� DENSITY - 951, COLOR:DARK BROWN, NOTE: SEE DWG. SU-1 FOR LOCATION ASPHALT PAVED SLOPE SECT . I 1 TYPICAL FENCE D LAWN IRRIGATION CHASE AT 5 - FINISH ���1 TYPICAL FENCE DETAIL I� I ® GRADE SA 1 SG-1 EAS TANK ENG oSURE CONCRETE WALK & DRIVEWAY I'-0'W X 4'-O'LG X I'-O'DEEP TRENCH SCALE _ ' = 1 0' FILLED WITH CRUSHED STONE SCALE 1' 0' m 1' DUMPSTER PAD NOTE: ALL POSTS, CAPS, BARS, FITTINGS - • _ TO BE GALVANIZED STEEL. ' ISI rl FINISH 24.50 2400 24.50 -'+'- - '' - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - L - - '�� - --- - - - ` -' GRADE MALLEABLE IRON IBD DEGREE SWING HINGE i' CENTER DROP ROD TO BE GATE LATCH - -' - - ' MOUNTED ON BOTH DOORS 4'0A.GALV.PIPE W/TERMINAL 211'0.0.GALV.PIPE O OST CAP EMBEDDED IN CONCRETE FRAME WELDED (TYP.) 6itC� o o OT,.® 1 14' 2' 24.25 Z3.75 —► - da r NOTE: ALL POSTS, CAPS, BARS, FITTINGS MALLEABLE IRON 180 DEGREE SWING HINGE TO BE GALVANIZED STEEL, FRONT ELEVATION SECTION B � 6 0 � 60' 6'-0' _ SCALE _ ° = 1'-0' SCALE= 1'-0' AA7 HANDICAPPED RAMP DETAIL , S FIN GRRmE SCALE =I/' = 1'-0• SA 1 SG 1 GATE I .-------m------- /_ 6' 1'-' 8 T-' 3'-0' 6' +, '" ;GATE LATCH WITH L LII I BYLIGHTPOLE MANUFACTURER _ _ H 5'-6 4'-2' 4' DIA. PIPE L_1L__PROVISIo%l5FoR 4',O' PADLOCK (4) 3/4'X 30'LG ANCHOR BOLTS 4' DIA. PIPE / 70 BE SUPPLIED BY CONCRETE e_6 CONTRACTOR. FRONT ELEVATION 2 FORM WITH SONOTUBE, - - -- - - --- - -- - - i- - - - -I - - __ _ _ _ N.T.5. UY REMOVE TUBE WHEN — — — = -_'� Q -1; =c i-` CONCRETE IS SET 2'-0' `— `—r' 1 12 .I •) 4' DIA. PIPE z � NOTE: SEE DWG. SG-I DIA. 9' . FOR LOCATION VIEW E�19 12, I 19 12'1­10' - Iy 2 X 6 FRAMING I ---ALUMINUM - --_ - - - - - - - - I 4' DIA. PIPE 1' RAD. 3' PROJECTION JOG FROST WALL AS SHOWN 2" X 3�2 O -- - - - - - - --- - -- -- - - - - - i - - - - - - - - DowNSPauT SIGN — SECTIO N ;PLASTIC ,� „ �, 4' DIA. I 6' DIA. CONCRE�fE FILLED ,o I ' I I I I DOWNSPOUT d �' " FIN. GRADE PIPE ° PIPE, T-0' LGI, EMBEDDED 7 / 8' 0' LONG m c� y SCALE= ADAPTER CHANNEL POST ;; 1' DIA. CONDUIT ti IN CONCRETE '-0" DOWN Y/4' = I'-0' in Q� (TYPICAL 4 PEACES( ' FINISH GRADE d FINISH GRADE FINISH `� I I 1 I I� I I ; GRADE �, 3' O.D. X 1'-0' LG. PIPE 5' THICK CONCRETE PAD 2' 0" 0' SET IN CONCRETE TO WITH 6X6 10 / 10 WWM, I Lo 4' DIA. PLASTIC RECIEVE DROP ROD STEEL TROWEL FINISH 4' DIA. PIPE o o P DRAIN PIPE TYPICAL SIGN - - - - - - — — — _ L _ — — - - - - - - — —-- _ DOWNSPOUT DETAIL L COMPACTED STONE o MOUNTING DETAIL PARKING LOT LIGHT BASE m �_ Ih0TLLAYER NOTE: SCALE : 1 = 1' 0' 4' DIA. PIPE 1' 0' SEE DWG. NO. SU-1 FOR LOCATION SCALE ' = 1'-0° SCALE _ ' = 1'-0' j 5.m SECTION 3 APPROX. 2'-0' I - APPROX. 4'-0' 2 3 6 I IL ( PITCH TO GRADE ) TAPER TO EXISTING CURB SCALE : /z' = 1' 0' 1 DIMENSION I \ 4' O.D. X 8'-0' LG. PIPE FINISH SEE SECTION GRADE VARIES, SEE `'` . B :. SITE PLANS EXPANSION \ FOR DETAILS EXPANSION SiE SECTION 8 REsr.No. oarE LOCATION 5'-0' JOINT —� JOINT FOR DETAILS —L 1 ASPHALT RAMP FINISH FINISH PAVEMENT ° 3' DIA. PIPE X I' 0" LG, DRIVEN INTO ° a MATT 04-17-87 MATTI TUCK, NY FINISH FLOOR 1 PAVEMENT �Z PAVING TO RECIEVE DROP ROD Dwc# MAIN ROAD, 25 FINISH PAVEMENT T EXISTING CURB— DUMPSTER ENCLOSURE &c II'-o• 1 • s p " � 2' 0 -/2- 1u /EDIZEONE �� ^Fy TYPICAL CURB END DE . AIL TYPICAL CURB END DETAIL YARD SHED CONCRETE P'AD 5 l'-O' LAYER S D _ ISTING CURB WITH EXISTING CURB �1 FOOTING DETAIL 2 r O MOUNDED ASPHALT RAMP WITHOUT ig En SCALE = 3/e' = I' o' SCALE _ Ys' _ ;'-0' SCALE 1'-0' SCALE '-0 SCALE _ ' = I'-0' 1 MEMBRANE ROOF, SEE 2�' O.D. GALVANIZED STEEL DWG. 12 FOR DETAILS SEE DETAIL- 4 1'-0' 2 X 6 e 24'O.C. PIPE TOP RAIL (TYPICAL) TITLE EXPANSION (qWM ORP 3/B' DIA. BOLTS THRU /4 PRESSURE TREATED 9 GA. RAIL TIES �- 3 ' CD PLYSCORE-- TYPICAL » JOINTS--► GgyTfR 23'-0" FABRIC TIES, 12° D.C. Sl T FRAMING AND POSTS, FRAMING 20, +• 6 ¢ T,_4 4 1000 GAL. PROPANE GA8 COUNTERSINK BOLTS / 1m MqX 9 TIP. (TYP.) 21/2 TANK 15UPPLIEO ANb IN FRAMING \ o 1� 9 i vo PIPE I PIPE INSTALLED BY OTN4R5) PLAN PAVING GRADE 4 tl _ O PIPE OVERHANG MEMBRANE STEEL TENSION o 4' ON ALL SIDES--'�# QO BAR BANGS "? o DETAIL S _ Cn `° 2' X 6' DARK BROWN a FINISH TOP WITH - ANODIZED ALUMINUM 1 a o XB UILDING TYPE 1 Ili FLASHING TYP. ALL SIDES TENSION BARS 1RAD. WIRE BRISTLE BROOM EXSTEEL 3' TO 4' 11-61 FORM FINISH _ -- -- --� PIPE MULCH SDQ� ON FACE "'' 4 5'THK.CONC.FPAD 2 X 6 PRESSURE / NAME: R.D.W. `H WITH 101& to/IIDwwM TREATED FRAMING M STEEL TROWIEL FINISH �L /` FIN. GRADE PROJECT'BY: CLCD y _ _ _ _ _ _ 0 2/p' WELDED PIPE #9 GA. VINYL CLAD GALV. STEEL WIRE j;4 LOAM _ SO& FRAME FOR DOOR 2' X 2' MESH, COLOR: DARK BROWN, *6 GA. TENSION WIRE o ffF Gffi�Il� � � �4" PIP PIPE 2/Z'�►IPE PAVING 4y e "�� II PIPE TOP AND BOTTOM SELVAGE TO BE WITH HOGRINGS, 0 0 0 SECTION e B 9 10 r�ATE CONC, PXD FOR PROPANE TANK e FENCE SECTION 4 KNUCKLED SLATS: 178j' WIDE, VINYL SECTION 6 2'-0' O.C. (TYPICAL) 5Ee /^ see (3 F:;. . SCALE _ 1' 0' -. 1 SG 1 q M,{ B N,T.S. II �1R . SCALE I /p' = I' 0' DENSITY 951, COLOR: DARK BROWN, SCALE 3/B' = I' 0' �� )7 - TYPICAL FENCE AND GATE. - 1655 BOSTON ROAD. WILBRAHAM, MASS. 01095 nl - 1 NAME DATE REVISION ------------ 3 2 GENTEFLED 10 i 2 12 6 (TYP) 7F- 2 - w 4 2 — 2 9D El Eg — o a EOUA_ EOUp 9E 9G 9E II 3 7 5 q 9J I I 1 9A (TYP) 7 - -- - - - - - - - -- - -- - - - - - --- - -- -- - LI r1L - - - - - - - - - - - - -- - - - -- - -- - - - - - - - - - - - - - - - -- - - - - - - - -- - - - - - -111 —1 - - - - - -I — - --- - - - - - - --- - - - - - - - - - - - - -- - - - - - - - - - ---- - - - -- - - -- - - - - - - - - - - - ATION RIGHT SIDE ELEVATION FRONT ELEV 10 6 1 s s 2 1 5 TOP ONLY 10 12 —17 � ,• / REST.NO.j DATE I LOCATION MATT 104-17-971 MRTTI TUCK, NY DWG' MAIN ROAD, ROUTE 25 - -1JIII�TTI(TTT(T(�1T1.RR1�iTll 1 7' II � - - - - - - - - - - - - - - - - - - - - - -- - - - - .r r ' _ 2 - - - -- - -- - - - - - - - - - -- --- -- - - -- - - - - - - -- - -- - - - - - - -- - - - - - - -- - - - - - - - LEFT - - - - - -- - - - - - - -LEFT SIDE ELEVATION REAR ELEVATION at TITLE EXTERIOR MATERIALS EXTERIOR PAINTING & STAINING SCHEDULE NOTES NOTES (CONTINUED) EXTE 0 Q ROOF FASCIA BOARDS,TRIM,RAKE BOARDS & DECORATIVE BAND TO BE 0 STAINED BENJAMIN MOORE - MOORWOOD SS-66, BEAVER BROWN ❑ SEE DWG.'17 FOR BRICK DETAILS. Q GLASS Y-6 3/4' W X 4' 10 7/8' H ELEVATI 0 EASTERN WHITE PINE CLEAR -D- GRADE OR BETTER 5/8' THICK INSUL. B. I'-6 5/8' W X 4'-10 7/8' H ® GABLE ENO TO BE TEXTURE 1-11 PINE, 4' X 10' X%" SHEETS WITH 8' D.C. 2Q PAINTED MRSURY 1-37-5X WAX TAN ICK C. 1'-10 3/4' W X 4'-10 7/8' H GLASS (2) PANES GROOVES, AS MANUFACTURED BY: CHAMPION INTERNATIONAL PAINTED W.R. KAMP CO. PERMAGILD EXTERIOR GOLD 2 GABLE SIGN: ROHM & HAAS PIGMENTED WHITE 17328; .1875-FILLED ❑ D, 3'-TWX 5'-4 5/B' H VACUUM SEALED � 777 THIRD AVENUE FORMED LEXAN LETTERS. STUD MTD. INTO DRILLED HOLES FILLED WITH E. 3'-7' W X V-9 5/8' H TEMPERED GLASS NEW YORK CITY,N.Y. 10017 (D PAINTED RED TO MATCH 'GRIPFLEX' UNIQUE 535 SILICONE, (WHEN REQUIRED). F. 3'-6 7/8' W X 5'-4 5/8' H 1/4' AIR SPACE INSTALLED PERPENDICULAR TO 7:12 PITCH <D PAINTED ALUMINUM o ❑3 SEE CAULKING DETAIL 14 G. 3'-6 7/8' W X 1'-9 5/8' H BUILDING TYPE p © PAINTED TO MATCH ROOF SHINGLES; REMOVABLE PANELS SHOULD BE H. 3'-1 9/16' W X 5'-4 5/B' H L.O.F./P.P.G./GUARDIAN (� FIBERGLASS STRIP SHINGLES ( SEE DWG. #12 FOR SPECIFICATIONS ) ® SIGN: 4' CASLON STYLE WHITE PLASTIC LETTERS FURN. J. 3'-1 9/16' W X 1'-9 5/8' H ARE ACCEPTABLE FACE BRICK: ANTIQUE WHITE OXFORD COLONIALS- FINISH:SAND MOULD COLONIAL PAINTED PRIOR TO INSTALLATION. DO NOT PAINT NAME & INSTALLED BY SIGN CONTRACTOR. K. 3'-3' W X 5'-4 5/8' H GLASS MANUFACTURERERS MANFACTURED BY: ALWINE BRICK CO PLATES. (SEE SPECS. SECTION B FOR PAINTING NAME: C.S.L. + P.O. BOX 160 PROCEDURES) ❑ LIGHT FIXTURE. SEE SHEET 37E FOR SPECIFICATIONS MASON TO L. 3` 3' W X 1' 9 5/8' H SCALE: 3/16=1'-0' NEW OXFORD,PA. PROVIDE OPENING FOR ELECT. BOX. PROJECT BY: CCC MORTAR:TYPE S,MORTAR COLDR:NATURAL GREY Q PAINTED TO MATCH BRICK © JOINT LOCATION FOR T-1-11 SIDING. TYP. BOTH GABLES �II�Ceffi�lIlJ ® PAINTED -- TO MATCH Q ABOVE ® ❑ SAND BLASTED WOOD WALL PLAQUE CE-343 FURNISHED 10 ALL VERTICAL& HORIZONTAL D BIE R WOOD JOINTS �Y� 2 o 0as& INSTALLED BY SIGN CONTRACTOR AND NAIL HGLES TO BE FILLED BIEFORE APPLYING C��13�� 0ffi 3 ® ALL JOINTS ON WOOD TRIM TO BE MITERED. (NO BUTT JOINTS) FINISH COAT USE 'SYNKO' EXTERIOIR SPACKLING BoatmEmwe COMPOUND 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 9 e 2' 4' 2' #5 REINF. RODS, 2'-O'LONG 4' THICK CONC.0 / SLAB, REINFORCED COLUMN AND BASE PLATE #4 12' D.C. TO NAME DATE REVISION 3'-0' D.C. AROUND PEREMETER WITH 6X6 10 / 10 WWM, ]' ABOVE ALUMINUM THRESHOLD OF BLDG. INSTALL AS SHOWN BOTTOM OF SLAB. 10 JOINT NZE08EY0ND BEND BEFORE POURING SLAB. ° 6 MIL. POLY. VAPOR BARRIER (TYP. CONCRETE 2 0' 2'-0' QUARRY TILE ANCHOR BOLTS AND LEVELING PLATE S OF SAND (TYP.) 1 (6) #5 REBARS @ 3'-4' LONG + WALK / 800 830 8 B° U.C. EACH WAY °° °oi -:2000c 1 I ° O4o°nOo00 oQf� vpU�00 0,�i�� SEEFOR TYP. On^ OooOo�^Uo�C WELDED WIRE MESH TO ?00Oo� DETAILED INFORMATION 9 °� CONTINUE BEYOND 2' BCgo0 4C�n PSn^ ° vm w 20 11 c ° SEE FOR TYP. ® ° JOINT 2' 0' OoM ° U > 6° COMPACTED STONE SEE FOR TYP. p (t/Z T0Y,')(TYP.) DETAILED INFO. %2' ASPHALT DETAILED INFO. GRADE ° -' SATURATED FELT o U ° °0 2' THICK STYROFOAM oor INSULATION, CONT. °O m , AROUND BLDG. (TYP.) 4' 8' ' EA TYP.8' 8' 2' X 4' KEY (TYP.) ° 4'-0' SQUARE D . ° I SECTION 1 EQ. 10' EQ. SECTION 3 SECTION a SECTION 3/y5 SCALE = ' = l'-0° 3 SCALE = 3/y' = V 0' 3 3/y SCALE = ' = 1'-0' 3 SCALE = 3/' = 1'-0' 3 2'-0' SEE DWG. NO. 5, FOR 2 -0' r 0 rSTUO WALL COLUMN AND PLATE COLUMN \ SECTION 2 DETAILS-- j W/BASE PLATE A 8' CONC. BLOCK SCALE = 3/q' = 1'-0' 3 %' THICK NON SHRINK FILL CORES W/CEMENT 0� FOUNDATION FINISH SLAB LEVELING GROUT h' ASPHALT LEVELING PLATE j 3- MAX ' MAX. BOLT / PROJECTION s / SATURATED DIVIDER 12' CONC. BLOCK I � �u—%m_N; III/// SET FLUSH, FULL �`YJ §A P" °, DEPTH W/NO n46PROJECTIONS iv ADDITIONAL 6X6 10/10 WWM, 4'-0' - WIDE AT PORTICO r• SOT j TOP OF FOOTING ° PV-vFPPM� 2 ° O P 0°OOP / DIA. X 15 LG. NOTE UNDERSEE SLAB &&FFOOTINGLCONDITIONS. SECTION 9 BENT ANCHOR BOLT BLOCK FOUND. ALTERNATE SCALE = 3/y' = 11-0' W/NUT AND WASHERS DETAIL 10 SECTION 6 VIEW 7 ( SCALE = 2 3/' = l'-0' 3 SCALE _ ' = Y-0' 3 SD 1 SCALE = & = 1'-0' SCALE = 3/y' = 1'-0' 3 CURING COMPOUND SHALL BE FINISH SIDEWALK WIRE BRISTLE LEGEND APPLIED IMMEDIATELY AFTER ONLY WITH WIRE BROOM FINISH DIMENSION VARIES AL BY CARPENTRY CONTRACTOR BROOM FINISH BRISTLE BROOM SEE SITE DWG.S FINISH FURNISHED BY F.I.C.; INSTALLED h' ASPHALT _I GRADE FURNISHED BY F.I.C., INSTALLED CONTROL JOINT ti� SAT JOINT 1 BY CONCRETE CONTRACTOR FILLER ��" � q' 1' RAD.—\ �p1��P - - R° i m • PARTFURNOFSEPARATE CONTRACT q Fie S�� WOOD FLOAT I I I' 0' OF PROCESSED ��� ° ALL OTHER WORK ON THIS SHEET FURNISHED P� 0 AND INSTALLED BY CONCRETE CONTRACTOR VelOP� 0�' OR BURLAP I STONE (%z' TO 3/' ) RUBBED FACE 0• 8' NO TROWEL tim r TROWEL SLIT �_ t EDGING MARKS i SECTION 16 16 SECTION 17 L SCALE _ = 1'-0' SA-1 SG-1 Klily PLANTER DIMENSION VARIES SEE SITE DWG.S ASPHALT CONCRETE SCHEDULE REST.NO.j DATE LOCATION PAVING 3'-4' BARK7 ITEM MIX REMARKS MATT 104-17-871 MATTI TUCK, NY ]' RAD. PARKING LOT LIGHT BASE CONC. PER ASTM C-94 INTERIOR SLAB TO HAVE DWG-- MAI 25 � SIGN BASE 2500 PSI @ 28 DAYS WOOD FLOAT FINISH ri m ° .o�O o .` �� m INTERIOR SLAB /' MAX. SLUMP' MAX. AGGREGRATE SEE NOTE # 2. Nh!I ° oGCJ G�° O �O. SIDEIWALKS, CURBS CONC. PER ASTM C-94 SEE DETAIL FOR FINISH W 44000 PSI @ 28 DAYS SEE NOTE # I IT °off° O8o 3'MAX. SLUMP FOR CURING COMPOUND ° °0 1'-0' OF PROCESSED ° �4' MAX. AGGREGRATE SEE NOTE # 1, 2,3 �I STONE & TO 3/' ) 8. ADMIXTURE : PER ASTM C-494 L. 8' M C-94 SEE DETAIL FOR FINISH a DUMP'STER PAD, CONC. PER AST TITLE STEP'S AND, 4000 PSI @ 28 DAYS SEE NOTE # 1 FOR SECTION 15 15 MISCIELLANEOUS PADS 3' MAX. SLUMP CURING COMPOUND FOUNDATION SCALE = 3/' = 1'-0' SAI SG 1 �' MAX. AGGREGRATE SEE NOTE # 2 FOOTINGS AND WALLS CONC, PER ASTM C-94 HONEYCOMB SURFACES 2500 4' S U 28 DAYS AND DEPRESSIONS TO DETAI S MAX. LUMP BE GROUTED 1' MAX. AGGREGRATE NOTES 1, iAPPLY (1) COAT OF MASTERSEAL #66 SEALER 8Y MASTER BUILDER @ A RATE OF BUILDING TYPE 450 SO, FT. PER GALLON. 2. (CEMENT- ASTM C-150 TYPE I, II, III, NAME: R.D.W. 3. 0IR-ENTRAINING ADMIXTURES SHALL BE USED FOR EXTERIOR CONCRETE SLABS AND SCALE: AS NOTED !SIDEWALKS, USING MATERIALS COMPLYING WITH ASTM C-260. PROJECT BY: 4. 'SEE DRAWING # SD-1, FOR DUMPSTER PAD DETAILS. �y7 ��ffi�Il� 1955 BOSTON ROAD, WILBRAHAM, MASS. 01095 f WALL LEGEND I PLAN NOTES NAME DATE REVISION z • DATUM PILINEj fL BUIL � WALLS TO BE INSTALLED AFTER REFRIGATION STUD WALL FROM FIN.FLOOR i0 6"ABOVE FIN. CEILING 5BOXES ARE INSTALLED. WALL TO BE FLUSH WITH WITH SHEETROCK ON BOTH SIDES TO G' ABOVE HIGHER — REFRIGERATION BOX. FIN. CEILING .SECURE WITH STUDS TO STRUCTURE ABOVE 6"❑ 6' 26' 9 , 26' 9 " � 2 INDICATES OUTSIDE FACE DF STUDS AT APPROXIMATELY 3'-O'O. C. 2 2 Q STUDS FOR EXTERIOR WALLS TO BE STUD WALL FROM FIN.FLOOR TO UNDERSIDE OF DECK 3'-5�' 3'-27/2 25'_103X' INCOR C-60116 GA.O 16' D.C. iiaz ® OR TRUSSES WITH SHEETROCK BOTH SIDES FULL M.D. R.O. &,M.O. USG SJ-6 16 Gl 16' 0,C. ao 15 HEIGHT OF STUD I ALL WITH FACTORY APPLIED FINISH AND PUNCHED AS REDID. 39 9 18 GAUGE METAL STUDS FROM FIN.FLOOR TO j 4 112 PLYWOOD ' PLYWOVER SHEETROCK FROM FINISH FLOOR TO FINISH UNDERSIDE OF DECK OR TRUSSES WITH 5/8'SHEETROCK ® ON KITCHEN SIDE AND 1/2' SHEETROCK ON DINING SIDE, I BLOCKING REDID BETWEEN STUDS. SEE SECT. 16 TO UNDERSIDEOF DECK DR TRUSSES M I5 STUD WALL FROM FIN. FLOOR TO 9'-0' A.F.F. WITH 17 i� c SHEETRDCK BOTH SIDES FULL HEIGHT. SECURE WITH © BLOCKING RED'D BETWEEN STUDS. SEE SECT.STUDS TO STRUCTURE ABOVE AT APPROXIMATELY 3'-0' D.C. 61 BLOCKING RED'D BETWEEN STUDS. SEE SECT.- - -- - -- - - -- - - 11 STUD SOFFIT FROM 7'-2' TO UNDERSIDE �� — — — — —1 1 17' 2 ' 1 0 (2) LAYERS INTERIOR 1/2' FIRE CODE SHTRK OF TRUSSES NO SHEETROCK REO,D 8 9 3 ON THESE WALLS.JOINTS OF 2 LAYERS TO BE j l3 18 © 152 TANKS T a _ ' 4 / STAGGERED. IST LAYER ATTACHED W/SELF {� T IyT�� WALL FURNISHED 0 1 I AREA 6I - , TAPPING BUGLE HEAD SCREWS ]' LONG,12' D.C. I�((VSTED' BY 'CARPENTRY CONTRACTOR 3' 47/4" 9' 6 ' 11'-p ° I 3 8 / — ') 2ND LAYER SCREWS 15/8' LONG. ]5 DISHWASHING COAT HOOKS STUD SOFFIT FROM 6'- 8 1/2' ABOVE FIN.FLOOR TO j AREA I 6 9❑ 6' METAL STUDS TO BE 20 GA. 0 24' D.C. UNDERSIDE OF DECK OR TRUSSES WITH SHEETROCK BOTH 1' 0 " SHELVES 1'-0 ° N MGR" E 15 SIDES TO 6' ABOVE FIN, CEILING. i COMMISSARY l0 (2) LAYERS INTERIOR 5/8' FIRE CODE SHIRK P 11 ' 2' ] ' ' B' 9' 2 , OFFI E 1 ON THESE WALLS. JOINT OF 2 LAYERS TO BE II R.O. _ STAGGERED.IST LAYER ATTACHED W/SELF- 27 STUD SOFFIT FROM 5' 5' ABOVE FIN.FLOOR TO n j 06 0 0 o z TAPPING BUGLE HEAD SCREWS 11/4'LONG,12' UNDERSIDE OF DECK DR TRUSSES WITH SHEETROCK BOTH �0 N o D.C.2ND LAYER SCREWS 2' LONG. - ISAN 6 I 12 11 BRACE SOFFIT AT EVERY OTHER STUD ON STUD SOFFIT FROM T 11 1/4' ABOVE FIN. FLOOR TO ® ]5 © m ], m 5' 3 /i Q'-6° a3 ' m OVER BOTH SIDES SECURE TO BOTTOM OF TRUSSES 10 15 SIDES TO 6' ABOVE FIN.CEILING. I _ UNDERSIDE OF DECK OR TRUSSES WITH SHEETROCK BOTH - _ _- _ ❑I 2p HEAD m BLOCKING REO'D BETWEEN STUDS FOR OVER- 15 �- t • P-p ' r � I HEAD UNIT SEE SECT. I �, DOO❑TOP & HOLDER -LOAD 5/a 1I 6 SHELV 5 SIDES FULL HEIGHT OF STUD. 1 nl t2 L[M]T OF HOLDING SHTRK.14 7/16' OFF BOTTOM \XOUNTED 6' 8' A.F..F. SEES,/ U CENTER OF SOFFIT STUD SOFFIT FROM 5'- 9 3/4' ABOVE FIN,FLOOR TO I u, © SCHED. ON DWG. 7 I1TEM 4 'H' ;5 6 I LADDER 6 q UNDERSIDE OF DECK OR TRUSSES WITH SHEETROCK BOTH 6 7 �151 3 BLOCKING REBID BETWEEN STUDS FOR BACK 1"10VIA "' 3 8 18 LOAD � -�- SYRUP 4'-0" eoLO SHELF � CONTINUOUS 5 I 15 17 &K[ Yf$K117 e SFIELF I 5 SPLASH. SEE SECT. 15 SIDES FULL HEIGHT OF STUD. (5/8' SHEETROCK ON (CENTER 'S TANKS SHIRK ro seTRu - - � KITCHEN SIDE AND 1/2' ON DINING SIDE.) — --_ --= 4'-1 ' 2`3 ' I— CONTINUOUS — _ 1 _ _ __ 4 OMITTED - - - --�1 --_—_ — �. l2t 12 14 n m o� j m 19 �_ ❑ —_- -- 19 0 2 7 m Fhl 5 MAPoN 1p' 23/4" m 6 2'-01 Q Gj w 2 O M 5 O.T. BASE BASE AT REFRIG. BOXES SEE DETAIL 25 6'-17/2 l0 TOASTER 6 1 7 5' p ' 0'-4 " 5 ti J 3 171_10 , • ,_ j 6 o G SHIRK CONTR. OPENING FOR HVAC r 2 @ EQUAL wlNoows DUCT WITH HVAC CONTRACTOR. wPLATE FLAVOR a o IL (5> W n 6 SHELF CUPOLA Q 5/8' SHIRK TO BOTTOM OF TRUSSES KITCHEN SIDE ONLY I COOKING < 8 TYPICAL INSTALLATION OF O.T. SEE DETAIL 22 m m 1�' TYP. a AREA ]5 m m �_.l_ . . _ .._.. _ . ! .. _. ._ .. _ .. _ . _ _. . . ._ .. _ .. _ . . _ . _ .._ . . _ .. _. .� — — .. _.. _ -- -- --I - -. ._ . . _ - -- I- - .--I--- --. ._ .._. --- •— — ••--• —• — G.T. SE TO BE 51/4' HIGH TYP. AROUND PIER N 3 s CL CE-223 19 BA i SEE TYP PIER DETAIL ON DWG.WF4. BACKSPLASH 15 ON DATUM LEFT ELEVATIOIGHT ELEVATION m DINING ROOM 16 PICK-UP hili 4 WINDOW ❑ WINDOWS AISLE ul 56 m I;_- 1 R O N O 20 TOASTER N III I 18 SHELF 9 1 6'-93�" III I n 16 �I m IAL 4�z L5 7 12 -I 12 14 41_,_ 3 „ EQUAL EOL `K 1 5 111 y/4 FLAVOR o -fir III I CUPOLA NII' i 6 5 CONIC 2p GENERAL NOTES REST.NO. DATE LOCATION —. - III 6'-B�y' 2'-0' 0'-4 'm ]6 MATT 84-17-87 MATTI TUCK, NY 17'-93/4" m 0'-4 i� rj y r m 1, INTERIOR STUD MATERIAL (UNLESS OTHERWISE NOTED) DWG• MAIN ROAD, ROUTE 25 _ _ __ __ _ _ _____ _ __ _ _____ __ _ M p )) 9 GRAB A. METAL STUDS- INCOR 3 %'DW 20 GAGE @ 24' D.C. CONC //j 0' 8/y".}_-� 16' I; QROFESSIONq/ BAR CONT B. METAL STUDS USG 3 ' DW 20 GAGE 24' O.C. Fy OVE1' 2 9 T 5'-9' 1 -0 15 -10/2 SII SEE APPROPRIATE WALL SECTIONS FOR TYPE AND H �sya 1 ,_10 FOUAIN III -�'I' 9 LOCATIONS OF STUDS m g UP l q'_6 TOILET L - I -0 m PARTITIONS 2. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS 3 3 N - - - PHON M 6 ❑ I OTHERWISE NOTED p 4/z SIDE ELEV. FOUNTAIN - 40 N4' A,F.F. HIGH KNEE 6 I WOMEN � + PREP-AREA Ill WALL 2' ]p' LG, a TITLE e i - 3. ALL EXTERIOR STUDS TO BE SECURED TO FOUN PORTICO r 9`3' Z, 7, s m 11 ❑ 9 ATION WITH 1/4'DIA. X 3'LG.RAMSETS 2'-0l 18 I 5 9 1 0 1 "0 4. SEE SHEET S7 FOR DDDR SIZES P A R T I T I ON 10 3 12' 1 °III I 10' 10 3' 2 ' 1' 6 ' 4' 6 ' Q 3 8 3 14 Ill 9 I HALL R.O. ' O DENOTES ODOR NUMBER • 1' GRAB BAR 6 III I I ® 5. A - FURNISHED BY F•LC.AND I Ill 2 ; 3 10 PARTITIONS MEN 1 16 14,_33/, TOILET 6 INSTALLED BY CARPENTRY CONTRACTOR PLAN 24'-8` ---- - - - - - - ---- - ----- - - - - - - - 6' 0 ' 1`2 " 6 -0 ♦WCO-X-8510 6. INDICATES BRICK LINTEL 4%2 4 412° 41h' 770' 7•-27/a' 5'-4' s' s m SEE DWG Y5 FOR SCHEDULE y ��WOOD H.U. R ' 3 BUILDING TYPE �WDDD--"R 8 4 N NQ 3 14 PORTICO 13 2,_7 • X _ � 8 1 mN Na 18 1 NAME: O.H.LI, 7 v v a = 14NOTE SCALE: Iia r-m' EXTERIOR (CONTRACTOR CO TRACTO TER AT INSPECT AENTIRE PROJECT BY: CCC -10 4 SOFFIT AFTER COMPLETING CONSTRUCTION a � �ffi�LIl�J 0 ��IUJJJV 10 TO INSURE ]THATEXPANDABLE ALL GAPS HAVE BEEN FILLED � 0 0 D ® C oa7su lft®ffi q1� OUTSIDE 16 24'-8' 6 RWITH EQUIREDANIDABLE FOAM OR CLEAR SILICONE AS 1 SEE 1WG.7 FOR FACE OF FRAME OUTSIDE FSEE DETAIL OR ASSEMBLY 4 FRONT ELEV. PORTICO DOOR SPECIFICATIONS FACE OF FRAME ass BOSTON Roao, wr eaanaw. Hass. aim9s NAME I DATE I REVISION SIGN FACE ONLY WHITE EMBOSSED LETTERS (FRIENDLY ONLY) o WHITE BORDER Q 0 D z WHITE PAINTED LETTERS RED BACKGROUND TO MATCH RIP-FLEX UNIQUE 535 ON LEXAN (SEE NOTE 2) m I I 5'-5' 5 REMOVEABLE ACCESS PA EL / FOR HAND HOLE CONC. SIGN BASE 33 BOLT PROJECTION BY CONC. CONTRACTOR I' CONDUIT BY i' .I Ii CONE. CONTR. iI i a I I --- - -- -- - - --- - - - - - - -- r (4) 1' DIA. X 4'-0' LONG ANCHOR BOLTS WITH NUTS & WASHERS. LOCATEO 90 ° APART (FURN. & INSTALLED BY CONC. CONTR.) 45 T ° NOTES - -f`��� - -- - - 45' NOTES g . < ), SIGN BOX FRAME AND POLE(S) TO BE PAINTED FLEET BROWN B" 2. FOR A S-200 SIGN FACES BOLT CIRCLE REST.NO.i DATE I LOCATION TD BE "PANAFLEX' BY 3M COMPANY, 5-10^ MATT 104-17-87 MATTITUCK, NY 3. LETTER SIZE & PROPORTION SHOWN .i DWG' MAIN RDae, z5 ABOVE ARE FOR A S-100 SIGN. m a � ?w CD ST TITLE PYL N SIGN LIGHTING SCHEDULE SlGN SIGN DESCRIPTION AMPS S-50 ID - 60" - FGOT12 H.O.C.W. W/ 2 BALLASTS 8.0 AMPS BUILDING TYPE X NAME: R.A.F. SCALE: AS NOTED PROJECT BY: CCC ® QoII7oII€laoffi 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 NAME JDATE I REVISION I I r - - - - - - - - - - - - - - - - - - -� I o 0 - - - - - - -- - - - NAUGAHYDE II � � - - - - - - - -- -11� I I I LU-2200 \ �I I UPHOLSTERED SEAT & BACK PPLASTIC MD-3000/10200 IM TO FIT '(2) S D-1200 F WF3SSED AM, BASE -4 __ (4)MS-2400/6112 (z)SHA 900/720 W/(2)CE-384 BOOTH DESIGN 1985 SHG-1200/3612 i ' ' MSH-3600 n CLOSET POLE 36 3/' LG III I I n MP-2400/36100 ' POS MODULE (6)SHCrlI000/3600 ' MTD.W/BOTTOM SHELF 1 -- -- -- - � - - -- --- -I I TRIM T4 FIT " ' ' 17'ABOVE DESK TOP 1 - - -- " - PWDC-3512/960OC-I ,i SHf-0700/4102 m TRIM TO FIT 1 I „ TRIM TO FIT ' PWDC-3514/9600 B-1 TRIM TO FIT (2)PLACES m PWDC 3512/9 00C-1 m PWDC- 12/9600C 1 ' mm PWDC 3512/9 0C-1 mm P DC-35]2/9600 B-I PART 2 OF 2 c ,n J m J i ' c Y J T IM TO FIT (2) PLACES m I m m0 mm v m m m 00 m 11 EP-43 EST-4200/4400 m j m O' m N ^ N fh , m 00y m m ART 1 OF 2 PANTRY m m O m m - N R] m '-' (A fit m 1 — I I I J I I , I— ICF-I;10'-115/18' �• I I ;CF-I; m , HPU-3-4 00B `'' PBB-4700 m TRIM TO FIT m J `oOff z m m m r " " '1 = ❑ - - m mm m �� T m flm m m HMBD-0800/0800 P8B 4610 (TYP OF 4) m m `°',-. O� m 00 i ' m O m m 85-4500-R m Z a FSH(-2400L Y ' � DBC FR-6608 it J w v DB-5 0 DBC FR-6608 BC-FR- 608, ' m m w d z DBC-F 6608 •m mDB-54 0 m ; :DB 00 DB-5400N I Y _ I m a m a O m - q ahm m m BS-2700/45003 • • .. _ . . .LV __ IN O� N 0O N .YO _ i m - i- I � 1 - BTS-3504 0� TITE-JOINT T]TE-JOINT 1 HMBD-0800/080 2'-1' II FASTENERS �, FASTENERS / FASTENERS PBB-9302 z SM-2400R FY II 1 ° - � m N TBS-27AA/45AA ❑I — 5'-0' L NOTES Lr a�m o0 m e0 m m_ _ 1 .1. SEE DWG. WF-1 FOR ASSEMBLY LISTING m I a? DB 5400; DB-5400 DB-5400 DB-5' 00 BC-FR 66 DBC-FR-6 08 DBC FR-6608 OBC-FR 66082.SHR-1200/2400,,,THE LETTER AND NUMBER smo ° ¢m' m m 0m J a DESIGNATIONS INDICATE PRODUCT CODE =z ^ I � m I m0 \ y0 Q ' m NUMBERS FOR WOOD FAB ITEMS AND SHALL "_ m I Ill � BP-"1 I '� mm O m 00 m m ' Q TBS-2700/450A BE LABELED AS SUCH; EACH ITEM IS A Z. D _I ly 1 II PS-111_ I��� I m N I 0 COMPLETE UNIT AS FABRICATED BY THE WOOD = __ _ _ _- FAB VENDOR II EP-11 _ -awlI II FOUNTAIN END Q II 0 3.CAULK ALL JOINTS BETWEEN FLOOR AND PANEL "1R o, I PBB-4700 11 I I m TRIM TO FIT WALL PANELS WITH CLERK SILICONE W� t � , L l-lJl 1 jBTS-3504 ;., 'CF-1,� REST.NO. DATE LOCATION CAULKING (SUPPLIED BY THE CONTRACTOR) o,J r I FOUNTAIN PICK-UP 2, P8B-4700 16--5SHF-0700/49102 TBS-2100/4500 4.FOR BULLET LEG ;ASSEMBLY I N;z r, fr I UNIT- X-R I TRIM TO FIT RIM TO F11T MATT 04-17-87 MATTITUCK, NY n N x ��I LOCATION SEE WF3 ¢ � m ° '- 1 HMBD-0800/ -;- - m- -- ---- ---- -- -s- -- - - -- - --�- - - - - o DWG• MAIN RO 25 SEE DETAIL 2 5.FOR TYPICAL BULLET LEG MOUNTING �, I � m 'n '" SU14P m DETAIL 9/WF4 I 1 , (3)FM-2H MOUNTED \_ 0800 I, I J m CF F ON FACE Of THE // ;m ' 00 m m m o 0 w I SOFFIT N m WF I� 1 .f I e� N o� PBB 4512 0 v w I = L6 , , m m m l BS-4500-L 6' z h 1 li 1 w, ' 'PWD -3512/9 0OC-1 PWDC- 12/9600 -1 - 3 m ,2 GENERAL NOTES SHF_0700/4102 a W N m a h ; wo TRIM TO FIT I ;,� O �a 3 + o o I' 4 a l2 TBS-2700/45010 Ia �� TOILET o PWDC3512, TBS-2700/4500 FOUNTAIN OVERHEAD STORAGE -X-R I^ I i� PARTITION o D _ - I.DIMENSIONS SHOWN INCLUDE PLASTIC I � ' 1 Iz ' II ST-2000/2600 6'-0' BS-4500-Ri 9600 -1 LAMINATE OR STAINLESS STEEL i o i I� I ; I MTD BOT AT 30'A.F.F. BS-4500-L TITLE (INSTALL PHONE W/ COIN j 2. ALL EXPOSED SURFACES OF WOOD FAB - UNITS SHALL 8E CLAD WITH PLASTIC LAMINATE Q SLOT AT 54'R.F.F.I \ mfr a - WO 0 D F A B OR STAINLESS STEEL SEE DECORATING SHEET ' I ^ e., TRIM 'O FOR LAMINATE COLOR N ' 5'19 ' 4'-3' ,I 1 m N 1 (2)FM-2H `� ;� FIT I a FOUNTAIN END MTD.W/ TOP 0 6'-3' I TOILET 2"-6 ' m 5'-0' 3. ALL JOINTS GLUED AND SECURED WITH �, , ?' PANEL '2R I I PARTITION �., PLAN COATED FASTENERS Q'-8 ' 4. ALL BADGES TO RECEIVE DARK BROWNGLASS STORAGE , II STAIN: OLYMPIC OXFORD BROWN CORNER �, SINGLE': I m o 5. COMPLETE ASSEMBLIES TO BE LABELED UNIT •1 -- - -- ; ° ° WITH PRODUCT CODE NUMBERS OR ITEM DESCRIPTION. __ _ i o CARRY-OUT MODULE o II BUILDING TYPE 6.ALL WOOD USED 1N CONSTRUCTION OF J _ `' 17 62 SHELVING UNITS TO BE 3/4' PLYWOOD WITH FFM-3 02/4102 / 7 I 'x` 34 J 1/8'COREPINE TOPS UNLESS OTHERWISE NOTED �'-0• 121FM-2V FM 2V F 6 3342 m 41 7.ALL DIMENSIONS ARE FROM FACE Q REO-3600 OF SHEETAOCK UNLESS OTHERWISE NOTED RCO-X-7800 NAME: R.A.F. 38 (CE-315 & C:-3 NOT INSTALL 2 + 1019 CE-315 & CE-353) i I PROJECT/Bs: CCCe• 7'-0 71 rrCE 53 F CE-315 , mw r .-_--_ -. _- -_ o !S'1-llS�ffi�lS� 3 1. I DATUM PLANE ICRv o D Bc�c� C���1ffII p000RS BUILDING ® �®�®If15o1 9 "( 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 .. ',*, . . . . " .'i ' r".t ,'q- .I, I Ai_l.l� i:, ,:... �r _ , - - - a -4{`,d. Y .':f _ 1^�:r r„ _ q,:, r '\::,. , I L ypY„ 'et 1- _ _ . I 1, .• , Pr .r- .r .. .a re a m- ::i1 ' .... . , .� rv. .. ,i,—1 1. .. :- .,. tlt -. . a - ill 6` 122 , ., #4 9 , „r, I. :. c . -_ ,, t V. { W , , . L. . . , . , ., r ' ,. : ` T . .11. , , - P z e . +" - - 1 11 " -" ., . . - a. 1 . : : - a ,:' ♦ - o. - .,1, ,. ,/ ., r - - _ - - . , � 11 „y ',, r % r _ r`. r . 1 . . ,. r - I - ;, 2. 1. .:, "I g - • I N;�,, E, MURPHY- - . k"xca_.12.2-7,?.1) . CLQI 1. , I . , . �� M , C , ,? 7�t StT(�3 t" P yAGOl '�+8r , °a, �4 r78.' A iEF 5 " �,�.— 401,41b Y tKa b `_ . 11 .� . rI - - 11� / , I / - - I - . - r N . . CO I M iREAI.TY. CO. _ZON1tliak- 1 -I'"- o CuRkiE T-USL : ACAniT '(wRaDED) . �,f I (V , �/ - _ xyI 11 . .w�. D `; i . . N l= . -, Muk Y. 11 r . IVTFIcT T000 N �p �aYA�ll > `� FC ISS. E I NTF.P, CaAR[ N _ ii� . P Q G/.e.5, Sw—mo.4 - 11 (t 11, . �T2 T-2) (lCtCp '1L2_rq` PkRc,eL. 1I_ 3 . y`,z „ `� �� / ry / , �# i ��rTI. s� , � ,,,.Y .0�l,. ' i > __ 1 f / r._ � t : IL.KwORT , .I NG. � 4 � � ��Rrr �. _ E : (k0b0-(2Z _7�,P/Orb.5) ya, I11 No to PL M04ED 0r= L?F,4wr r- gF.mA,1NDER G-p- PARGE'i.: P;T'_TK IS .VMS.. :-. , �- , „ - I ;T ., r,040!w-"; `"" 'k' ;lpI, r. � I �, � '. 1, RECEIVED BY r ......�. ti I. G I { I I SOUTHOLD TOWN PIANNI HARD �. a � ': , �� _ r -- -1I I I /yLY i j _ JUL 23 198 I"1"}.j19"V t - - DATE - +., IA: I STA j . �ap , ` •` . '. r / - - Z x5eH .ENS. " aE'A T TAMP R U.P+ ' .QWGM S C , PAVe y ASeHr��r. I I I QROFESSI r cP�araas�n) I I I l j: l .I . ' t ASI I . ` l. ,�f � i =lr' I. tSI .Gott?: , �� I ry L11 _ _ e � -- ��� i I ; I � I . "i _rr '*', I p , I I , — I I i i I I Ir Q . _ - - oP ' -- t ;' TI.Y"* ," -,3 R7�C'ki 1^ ' 1 T' NT ; - — . x.--. _ r, ,I. �r. ; d�* Mp�sMl"!° LIN�': �I). «=- - ,. :' . , TITLE',' t� 11MYI „� . . . r .rP'r OM1: .w. I - 3 �� - - „ - . :;'r {k, yyam�:: :-t. r . :::k /� �-- I+ ' T ITUCK . N.Y . :, y �. -,. . ,: .: , .r r. ,1 v .. � {SC�U1`HOL�) rj. _ _ r, NU 0,,,sD_ . �i.Y; RT;: 25 . , Al RYS. FST. 25 6r N � , . k�, ± /t k v. ! -a' . 1 r � „� I, PARC L- 3 „n, . . b;. t t . � ,„ :.r, 1.1. �„ I . a '1 l ` PM NT , - -- L7 E . , :, ,.... , , �, �wr r .: r 'r F I r, i iy - , - '1 r `.� i�'� n: f % - ., 1' f,- 1. I - e , .C'^ : _ .r � �::: , , >: a PLAN AM - r .)l:.. . r r .',, k J.:iL' r .li. ,... p 1 ' I . , ,i .r .. 'i. .fes �� y 1 �' 1v I .. ,V . . „{. r :, a ., _ - - 1 ",. I � OF.,N— DATE I ^Q7_ .� T k i '• _ r r .i ..� , r e' I r ai I'.• ' :.f �� Li r " - ..,i r .i, ,.I:-r ! -� ' Her - a it _ I� ryi 1.1: 9 � Ift a .."r r. - r . r r . . v Y 4 % , " .df- VIS i � I4 ' ,r i, , r.. :: I . . 4 a. a. MYSI L 'rl .. :, t . : : . . ry„ - .I . ., r .'F. aP'?':, 4 t+ 1 , a . v.,rj,':. .n a L, m p ,hr x6 r L- t. .I, _ f. ' -.e . I".� r ,. ,` :''` ' 'Le .rz:5 -'�. , r'� Y ° ,i '. ] ,I,.:,li r u;""• 1 . ; _ ,. r. , . . -,.. ,r: < _ Ir -c ,la ? Jt Irkl „ P'' oY. _ 1. 6 ,, -4 .r. �, . , ; { nG yx - ., _ _ - '. .- ,. �, -.I _ ,,.."�� ., -.` .r I � .,' n,:'.-,; . " ,.:r', ... .,'', .,, F,y, ;7;r 'IYI "'�, /�, r '4+ � '-S',. c 1 {., �, � .,. ,:. „I r...., . r - c.,� ,, n' I ..„ I 'Y^." n`- -f, s . 9,.. .t, 't� -.;�:�irrW 11 .,,.kl :L�' i ..1L. , v .. - _ i � � � rl��r .v F �� N. `yY -' r„a L .'��1 t 1 R �:'� - 'A '', . . _ � _ : � - ',. ; '� ., �, :. ., :. ., . ,i ' r, r ' . :+� .., '. a .r �4 , Baa. � r „ ! - r _ r rl }i . ...1, i ." a .r ,e - _'a r µvi , y -1. JI l♦ .'11 1 ` W .! i, r r ..r r :- . :.� : .k: r , . ..� .r i1 r.. � .ir: Y ' ! , � .'V.:: . .. � v. 'Y �} r .. -.}'r - r i t - • , 'li .. .� .: �.. : .. � r ... . . 'r v -n / ,� - i k .f k` _ eY b 1 - — r a-. u . r...-' -i r.- . I .l' .. illy •• _ x�L r r a r a ! L f ) =,. i,,. . ., 1 , 1 „j. . , 11"rf u" _ V..• r. .,,. 'd. ' ./, , - ..i' s, { - a /i'SE�5.1,` Mk'J' '; _ J@ 'x lli' yf1 n, . ( . :Jd. S pS, P P 4 _ � � � i _ 1 to .1 :�� '�j � �If.�. _ .roe 'Z .,^{. N+ .IA,I. i Y � , r r i 1 I T i.': -,L 'll' u, _ - P� . 1 'i S7 Y _ f' _ r r rte I f•rrti 11' + , - r } V :.�. r. .. 1 . . ..,,I. .. - . . 1, '' 1. tY n� r L .Mnx .., h' ' :< f : Y 1 , � ' ra 14, Z n , : , , ,,.., _ ., �- i. 11 _ - ,. : < , .1 - - x Y - :r "V r ., rr. !., f :,y k .i :.: s ,:�>. 4 d y: :}� " ,o-,� - r rc ) .. �, r r,l - ." , r - I .' r ' Iv "/ _ t,. :17 .1 :''� 5 I'- s": t , - r ,. 1 . ' 'i ,. a - ' A. , i. .. h .ti... :.k.i i .' ' 1 ri V+ . .1: 4, A u r l r... r. r 1 e : r :.0 ,., r. r. .Fd, J a@h �,' -! S,, _.vl:.L"YE. a. - .,..:..r.�i 'a .. . : : -.0 i. „ / 1.,, . i , . ' .., n'„ , 0 . : . .. . Y'4 I _ _ s..Ys•-fL : e 'er .-. .-.. . Y.. �E> 1^ „ll- 6.0 �.-:1Sti� > _J_" ter,_,_ .a._...,-An - i t , � t a ,i la.:,. _ _ _ _ _ _:. _ __ _ _ _ _ ...w -.e-.. _ _ - fs I 12 11 10 9 8 7 6 5 4 3 Z 1 NAME I DATE REVISION PQsT - c4L. 7.20-6pELETED °COMMON PARKING E-AsEMENT"• \ \ C--CEDNP, FENCE OHO D'-O MAX A Mq/M \ BET R�5T5 8.2 7. 1 QO 8.2 F O 40 PO 0 ♦Q.-Gp/ST M5_r ALV SYL.. ST b O -MIJISH GRADE (/ 3 2 Q S FDNC d Fc7' j POURED CONC 6.6 6'S 122 F.I.C, m - SITE <7' 6.4 1 �gy�u QFF /'v O� ° " c N MAIN ROAR NICs, RT. 25 ry10 22 27 29 30.1 31 32 33 35.5 35.4 }co , V 2" MINF p © 91°53'20° ��qO F� FENCE. POLE DETAIL U LOCATION MAP 12 - SECTION S6@° vpT NO SCALE V- 200'-0" BLOCK N./F. STANLEY FUSS L Loo so i loo 2p xoo _ ZONING ; B-I- / \ 3 PARCEL 'E SCALE IN FEET USE= BUSINESS 2ESIDENGE 2 " 132 LIF, - 6'HIGH LAWN S oF'9? 9,01/ tiT / STOCKADE FENCE u0 P20PANE TANK ON SEE DETAIL \�N' CONC. PAD 9�/g, Reser 4/ 'C" SYMBOLS + SEE (( c DLIMPSTER 4 YARD- DTL, °e/ .' a, O+ I y 25'R t'F� \ SIGN - SEE' NOTE #4 SHED ENCLOSURE (SEE DTLS, ON DWG• StSD-1) �� PARKING LOT LIGHT -1 POLE � 2B; — ICJ (SEE DETAILS ON SU-1) I CONCRETE CURBING + p } 10 GARS SEE DWG.#4 FOR DETAILS A49 A,- 6 0 w } J O G94gG/tires ���P CP� •O 2 m Q ASPHALT F h { `R' q/S•O, 8 RAMP SDI 2'-O"(TYR) MON �i VF�c g O XR 5D-I 7 7rPLAYHDUSE NFO I N L i5 O �j III°35'40 ^ D v S52°15'40°W I,P, 5p. � I 4 26 'r/gT 552°13'40"W 156,51 3S,od v 24'-0" IB-O" I; D" 4' 55'-z, a 5,-Q b-o, g'-0"_ 24'-O .20i D�, .28 Gp . 1 : x RI,P. ¢L B9°44B'30° s —(TVX ITYP,) AI5iLE AISLE _(T(P,)_ i3 j R) r0 a Mq/H FRIENDLY 4 3 Ln 50- ��pqo mN RESTAURANT W z °` — 12GAR5 a _ ac) EXIST.IRON 1- a I� PENCE ' N/F. COFAM "X,�_ BLDG. < ° LAWN J a.' a- H'GAP. RAMP ai �t .-f -� l ° _N/F, OCEAN REALTY Co. z '3 5 5F 7 1 T)'CARRY•OUT" - ZONING= B-I w d `� 4 SIGNS (cE-316) DTL' / r HOLDING CORP, o USE; VACANT OIC Na I (3)H'CAP. PARK. � ln 0 o 0" (TIM L M Ifo SIGNS (TYR) 86_IO„ //# > ZONING: B- I IV I IOi_O�� O i F 4 PLANTER 1 e`�l.SE�ACK ,/ O USE,TATION All 7 E O r 12GAR5 1 (TYP,) o }� CONG. WALK zJ 0 /i+�EXISTr `J " SD 'r 15 (c"WIDE YELLOWLINE 8 1p'O" /2 (V w 4 4 TOSS PAINTED ALONG R-Lc. SIGN 1 0 810 OUTSIDE EDGE OP PAINT CURB RADII � odl coNG,WALK CTYR) 15'-0" ASPHALT yELDW(TYP, AT a N In 8I g SEENoTE#4 r EX15T.uGHT PAVEMENT RECEIVED BY EXIST.SIGN `O • � ALL DRIVEWAYS) a m w EXIs7. 51GN 104'57 ' O N.Y S. PERMANENT TO BE o m SD-I STAN ION N SONiNON TOWN PLANNING BOARD 7_1POST EXIST,I- o B EASEMENT. - RELOGATECI 90 N (p 'P = SIGN ATO E 3 SDN, , _ JUL 23 1987 _ RELO�TED N52'02'IO'E _0 266.49' E%IST. 2G9.GB' To oL-D MAIN ROAD NOTES: - R.TYR) c Nc. SIGNS I. ALL EXISTING BUILDINGS, TREES, SHRUBS, SIGN FENCES, GONG. WALK CONE. WALK 1 v9AL.R DEBRIS, ETC. , TO BE REMOVED FROM SITE UNLES OTHERWISE - ---- - - ------ N ----- ---- --- ------ NOTED. EXIST, P�LAGKTOP SWOULDER ¢ DEPRESSFA 5 DEPRESSED .5 EXIST.TRAF. I EXIST. EDGE DWGk - STAMP FQa ! r SG•I CURB SAS CURB rte TO BE OF PAVEMENT ;S��o yj r .2, ANY DIY S CONTRACTORTTOLBEDRESTOREDATOEITSUSEORIGINALITE CONDITION CURB-END(TYP.) 221-6" 24'-0" 22'-6" d 22'-6" 2 LO" 22'-6" (BY SITE CONTRACTOR) . - SEE TYP. DETAILS MAIN ROAD ON DWG,-V, SD-I DRIVEWAY '9 oc T` a • )~ �¢, 3- SEE DWG: _ DRIVEWAY _ I V.Y. �. R I . / ✓' '1 _ b9LOIL 6 -2. 641_O A) 38E - ELECTRICAL LIGHTING G'CEILING PLAN CUREICUT - CURB GUT E f<t B) 44E - ELECTRICAL DETAILS " i C) 41E - ELECTRICAL SWITCHBOARD SCHEDULE EXIST. BLACKTOP 5HOU1Lp ER D) SG-I - SITE GRADING PLAN E) SU-1 - SITE UTILITIES PLAN EXIST. OR. rEXIST. U.P. EXIST. U.P. TITLE F) L-1 - LANDSCAPE PLAN rEX15T. A P, EXIST. co NC, WALK ATTIT_ UC : . N,,Y. G) SD-1 - SITE PLAN DETAILS 1 "H) 4 - FOUNDATION PLAN DETAILS _ (SOUTHOLD) 4.` SIGN REQUIREMENTS: — — 25 20 15 ID 5 0 25 5o 15 IOD � A r ` A. FREESTANDING SIGN - SETBACK = 5'-0" I8, OWNER OF RECORD: COFAM REALTY CO.4623A SUNRISE HIGHWAY " AIN RD. -` N. i .S. RT. 2_ G MAX. SIZE = ' ' HIGH % 12'-6" WIDE - -- - j BOHEMIA, N.Y. 11716 USE: 5-50 SIGN (SEE DWG. #69) GRAPHIC SG0.LE B. BUILDING SIGNAGE ',9• GREEN AREA REQUIREMENT: 25% OF LOT AREA TO BE LLANDSCAPED, ALL BOONDARI ES AND TOPOGRAPHICAL INFORMATION TAKEN FROMSURVEYDONE BY: MAX. SIZE = TWO (2) SQ.FT. FOR EACH HORIZONTAL FOOT OF WALL. 0.25 % 377 SQOFT. = 10944.5 SQ.FT. REQ'D. - (SEE DWG. #2 FOR SIGNAGE DETAILS.) 12340- SQ,FT. PROVIDED - - LICENSED VAN TSURV P.C. SITE DEVELOPMENT LICENSED LAND SURVEYORS �5. . FRONT STREET AT MAIN PLAN PARKING REQUIREMENTS: ID. PLOT DEVELOPED: ON-SITE 43778 SQ.FT. GREENPORT; N.Y. 11944 OFF-51TE 6175 SQ-FT - TEL. NO. 516-47770170 MIN. PARKING STALL SIZE = 10' X 20' . TOTAL 499535Q,FT. DATED: DEC. 9, 1986 ONE (1 ) SPACE REQUIRED FOR EACH FIVE (5) SEATS. - RODERICK VAN TUYL, P.L.S. SHOP N0. DATE 4- 17-$7 II, PLOT PAVED; ON - SITE 21,821 SQ•FT, N.Y. LIC. N0. 25626 NAME: G.G.L. (1 ) SPACE X (125) SEATS = 25 SPACES OFF-SITE 2816 SQ,F7, Zs) SEATS TOTAL 29(o57so.FT. YARD REQUIREMENTS ._ SITE DATA SCALE: 1"= 20'-0" 25 SPACES REQUIRED O FRONT 351-0° BUILDING 3597 SCI. FT. CH. BY H m "62 SPACES PROVIDED - r SIDE_ 25'-0" PLOT (TOTAL) 143778 SGt.FT. m 6. ZONING: B-1 (GENERAL BUSINESS DISTRICT) IcleCr SIDE 251 0° PLOT (DVLPJ(NoTEIu, 9953 SQF . Ice Crend am 7. LOT INFORMATION: SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000, _ REAR 25' 0 PLOT (PAVED)`No;E1, 29637SQ.FT. Vim"Jm COrpOletiOn z SECTION 122, BLOCK 7, (PORTION OF) PARCEL 3• DEED REF. _ L.7469,P•167. _ PARKING 62 CARS 18 5` BOSTON ROAD WILBRAHAM, MASS. 01085 z m NAME DATE REVISION i GGL 7-20-87 DELETED GABLE SIGN ON RIGHT SIDE ELEV, ADDED GABLE SIGN ON LEFT SIDE r ELEV. 3 2 10 2 12 \ 6 (TYP) w 7I— \ I \ U O W CC \ f"1 cr N 10 4 4 8 \ \ --- — -- --- 2 \ 2 0 2 \ 1 O 7 9D 9F 9D O Y 9E 9G 9E EGUAI EO]UA x111-11 3 7 - ---11 -- - -- - L 1 9A (TYP) 7 it - - -- - ----- -- - - ---- - - - — FRONT ELEVATION RIGHT SIDE ELEVATION 10 6 6 6 k .d 1 2 5 TOP ONLY i \ .4 12 � 7 SOUTH01p RECEIVED BY - T��PII�If�OAHU 11L lyts� \ f 8 / 8 8 / � 5 \ / A 9K 1 REST.NO. DATE LOCATION MATT 104-17-871 MATTI TUCK, NY 9L DWG* MAIN R 25 II 11 7 II _ _ I I a — — —— ——— —— — —--— ————— il� T 2 LEFT SIDE ELEVATION REAR ELEVATION �t TITLE EXTERIOR MATERIALSEXTE I OR Q EXTERIOR PAINTING & STAINING SCHEDULE NOTES NOTES (CONTINUED) STAINED BENJAMIN MOORE - MOORWOOD SSS-66, ROOF FASCIA BOARDS,TRIM,RAKE BOARDS & DECORATIVE BAND TO BE 1 BEAVER BROWN 1 SEE DWG."17 FOR BRICK DETAILS. Q GLASS SIZE: EASTERN WHITE PINE CLEAR 'D' GRADE OR BETTER 0 A. l'-6 3/4' W X 4'-10 7/8' H ® GABLE END TO BE TEXTURE 1-11 PINE, 4' X 10' X%' SHEETS WITH 8' O.C. Q PAINTED MASURY 1-37-5X WAX TAN B. 1'-6 5/8' W X 4'-10 7/8' H 5/8' THICK INSUL. ELEVATIONS GROOVES, AS MANUFACTURED BY: CHAMPION INTERNATIONAL Q PAINTED W.R. KAMP CO. PERMAGILD EXTERIOR GOLD Q GABLE SIGN: ROHM & HAAS PIGMENTED WHITE "7328; .1875' THICK C. 1'-10 3/4' W X 4'-10 7/8' H GLASS (2) PANES 777 THIRD AVENUE FORMED LEXAN LETTERS. STUD MTO. INTO DRILLED HOLES FILLED WITH D. 3'-7' W X 5'-4 5/8' H VACUUM SEALED NEW YORK CITY,N.Y. 10017 O PAINTED RED TO MATCH 'GRIPFLEX' UNIQUE 535 SILICONE, (WHEN REQUIRED). E. 3'-7' W X F-9 5/8' H TEMPERED GLASS INSTALLED PERPENDICULAR TO 7:12 PITCHQ PAINTED ALUMINUM F. 3'-6 7/8' W X 5'-4 5/8' H 1/4'AIR SPACE -- ❑3 SEE CAULKING DETAIL 14 G. 3'-6 7/8' W X 1'-9 5/8' H BUILDING TYPE ® FIBERGLASS STRIP SHINGLES ( SEE DWG. "12 FOR SPECIFICATIONS ) Q PAINTED TO MATCH ROOF SHINGLES; REMOVABLE PANELS SHOULD BE H. 3'-1 9/16' W X 5'-4 .5/8' H L.O.F,/P.P.G./GUARDIAN 4 SIGN: 4' CASLON STYLE WHITE PLASTIC LETTERS FURN. X FACE BRICK: ANTIQUE WHITE OXFORD COLONIALS- FINISH:SAND MOULD COLONIAL PAINTED PRIOR TO INSTALLATION. DO NOT PAINT NAME � J. 3'-1 9/16' W X 1'-9 5/8' H ARE ACCEPTABLE MANFACTURED BY: ALWINE BRICK CO PLATES. (SEE SPECS. SECTION 8 FOR PAINTING & 'INSTALLED BY SIGN CONTRACTOR. K. 3'-3' W X 5'-4 5/8' H, GLASS MANUFACTURERERS P.O.BOX ISO PROCEDURES) LIGHT FIXTURE. SEE SHEET 37E FOR SPECIFICATIONS MASON TO L. 3'-3' W X 1'-9 5/8' H NAME: C.S.L. NEW OXFORD,PA. PROVIDE OPENING FOR ELECT. BOX. SCALE: 3/16=1' 0' MORTAR:TYPE S,MORTAR COLOR:NATURAL GREY Q PAINTED TO MATCH BRICK PROJECT BY: CCC ® PAINTED -- TO MATCH © ABOVE © JOINT LOCATION FOR T-1-11 SIDING. TYP. BOTH GABLES ® �T�,3c�Fmd1Il 0 SAND BLASTED WOOD WALL PLAQUE CE-343 FURNISHED 10 ALL VERTICAL & HORIZONTAL WOPOD TO WOOD JOINTS � II� & INSTALLED BY SIGN CONTRACTOR AND NAIL HOLES TO BE FILLED BEFORE APPLYING 0 ® c® IIb1�S�Il ® ALL JOINTS ON WOOD TRIM TO BE MITERED. (NO BUTT JOINTS) FINISH COAT USE 'SYNKO' EXTERI(OR SPACKLING -0 a t COMPOUND 1855 BOSTON ROAD. WILBRAHAM, MASS. 91095 5 �t E DATE : gEU1SItlN.:." N` - E . MURP-HY �woo- 12,2--7-1,1). AREA-. 6NTLR,E P1,Rc'Et_. .#3 _ 4,175 Ar-mas D^] ReMAINVIM OF PA (ZL*ku '3.173 NotaS 4 d �\ JA N./F COFAM REALTY CO. ZONIRGA N/ CURRENT USet VAf A4T (WOODED) �� '° D w./F, F, MURPHY' �D1STRICT -" 1000 o N./F. STANL-EY RISS GARC>C CANT � ha (1000- 12-2--7-2 ? paa6�6.5) SEGTl Ott 122 b ' 6L OC K E SILXWORTH + I MG. \� tv LEASHOLD NOTA: / No-.PLAt4t4E DD TNIS0PK T FptZ2�MAIIJDER / �I RECEIVED BY "58Z't5k40°W ^� '14651A .. SOUiNU TOWNPLANNING198 BOARD JUL 23 1987 _ PI'V✓F'�/�GD - DATE I III �aIEN0LY }} DWGN STAMP S�oQROFESSIUQAlf9�� C kN Z PAdEMENT t� I II TA - - -- T as E*ASiB_MEiNT LICMK 1dPM�N T - � -=_ r N to E � ,�,,�br � \ ,� MA�'TITUC�' I ESou HOLD) r , .�I�IN " RaAD Y.S . RT, 2�; , fi�AIN RD Nva, �'T. 25 G axrvr3 •- � � - � �, - � �Ir � � ��' , � Vit..Sl W �,.Itl � " w -w ✓- `�� [ �gg T 77 " JS, k� 4 I 1. .l cT jr K , `b D tb b�. R• N Fh{ m 1 , r I � � , . o-^ „ ' ,• '.. -, � #. ,, , --. ._ ,i . .� ., ,., , . ' ' - - € S ;( W-f' F °it . F. ::aL 1 ' � i . �4{3 K.h-3 }„ , - , � � �: i .,,.� r .- i' 1. . . MS+•1 yy � Irtr�r '( �, iW�+ ! 4 fir, r i � •" , ,. ,'� 3' , ... S. �•, . . '- . ' .'. ., f y , :, ,� -, . •" x'�^^"'^T'�"^?^�IT^," r ¢ t n ' :.C' N .--r.l t ax,f , 14 .!' . .- . . - � '„�' ,. '� '�• ” ' '.. , r ,, , , . _ I, : � . „ ' . .. . '' ., ,� � ' ' .' .�. ' � . " .", ., �'.-- r A`,. ,� ' ly.: F ,. c., S , .,ir.,,, a r4 _ f'_4?, - � �._ i..��. iii �. � � � � � i � :. .•", ,. . - :n• i ". " � ' "'". i � . .. i / A. ii'� �' "]. ..h 'A. - - ,., r ',.a . _ - r w , k. , i ?x o- �'•� 4 S}i ;rs'^..r.Y'.r i� x y's.;�!?'st la 1 ♦1 7, s 9 N� I M1 r f ' a, y n'": V 12 11 10 9 8 7 , 6 5 4 . 3 z I NAME DATE REVISION PAST - C4 7.20-87 DELETED "CoMraoN PARKINC-1. EASEMENT". (t-LEDAfi FENCE 10'-0"MAX °CO ESFTW&N POSTS A 8.2 7. I A1q iv R°q 8.2 \ \ p F+i I pos11'te ALV ST'L OD loos SYS G?Sr /FJNISH GBADE +--u. O' >W C 3 2 S�F7- c0 POURED -CONC POA.a:� 6.5 122 F.I.C. co 8 � �� o a 6.4 6.6 SITE I zss.ze• � rR0�N O 44 . A.- MAIN :MAIN 2oA0 N•Y.S, RT, 25 Ai ~ � B 22 27 29 30.1 35 31 32 33 .5 MF 35 .4 }F /� �O FENCE POLE -DETAIL ° t LOCATION MAP 122 - SECTION see 'Ni NO SCALE I"x zoo'-O" - BLOCK N./F STANLEY FLISS \S° I o m too Zoo aoo 3 - PARCEL ZONING B-I / \ SGALE INFEST USE= BUSINESS , RESIDENCE L LAWN SiSf 7 0 29; rRq STOCKADE FENCE WU P20PANE TANK ON SEE DETAIL \y CONC. PAD �A71 I + SEE 11- O �4; CVT SYMBOLS DUMPS KIC YARD- DTC. I I o 25R• �� Rid O„ SHED ENCLE OSUR � � \ �Wqy SIGN SEE NOTE H4 y (SEE DTLS, ON + C�O% \ yI DWG• #SD-Q �. 0.0 PARKING LOT LIGHT POLE 2e. o^ �' (SEE DETAILS ON SU-1-1) I /+ 8 � o 0 GARS 10,_D„ %% ro S�FFc o„ CONCRETE CURBING a OQ• + I ITYP) SEE DWG.H4 FOR DETAILS G544 FkJS '}yP 2m t -0 J 10 TN ��� m Q ASPHALT 8 A7 8 RAMP 5D-I 2'-O"(TYP•1 °N,1 Av SD-I OVERHANG i/ M`�NFaa PLAYHOUSE NFD O / 1 ' 15 I} t11°3540' ^ F v ', .�, D x x k ° QI AISLE _(TYP.) 1 4 6S VST 592°13'40"W ", 156,51' I ' QIP 24 0 16'-0" bD" 55'_2„ 5'-0'6'-0" 8'-O"- 2-4' O' 200„ •28• T 'O`.5J 552°13'40"W • •\ SD- 3S,00' i RI,P• 5D-I 89'4830 - - _ 231453D a (TYP) AISt_E -ITVPJ I ° &11 FRIENDLY 4 3 N SD- �POgO RESTAURANT w Q - t///EXIST.IRON N 12CAR5 IO•Ci' _ ii Z N F 2 LAWN i PENCE (TvP) gl z j „X„ _ BLDG. c D o d' H'CAP. 2AMP I REALTY Co. � o w 5 2)"CARRY.00T° 5EE , - N/F. OCEAN , 7J q ZONING = B-1 N 4 SIGNS (CE-515) D1L. - �' r HOLDING CORP, USE vAcANT W Iw 3)H'CAP. PARK. o LO SIGNS (TYP.) S6" 3 B- I E N 4 g'-p" (TYP.) I F A ' ZONING% C NIw OVERMAN I� 8 O LISE: SERVILE !�� P S i 4 �' PLANTER , L�•S,E7- /`,� STATION - �� O I IOi_O, r COWL. WALK{ 'y.) BACK a O 12 CARS s0 TYP.) - 8 to, V 15 (o°WIDE YELLOW LWE SD• O" 4)� ` EXIST, 0 W 0 �Q 4 OUTSIDE EDEoF PAINTED ONG F.LC. SIGN PAINT CURB RADII U o S-5o 15'-0' �VEMENIT SIUN _ m COOL.WALK(TVP) o RECEIVED BY _ yEu�W(TVR AT N N LA) SEE NOTC#4 , k EXIST.LIGHT " EXIST.SIGN O • -� ALL DRIVEWAYS) E W EXIST. SIGN 104°57 O $UUTHOIU TOWN PLANNING BUARU N.Y•S. PERMANENT TO BE N 5D-I PST EXIST ROAD STANCHION N ° ��R� JUL 23 1987 EASEMENT -7 RELOCATED 90 N rypJ - - SIGN 7o BE ;q MON /[ REL°CATf ED a N 52'02'10'E o 266,49' p� ti S%1ST. 269.68' To OLD MAIN ROAD -� NOTES: GONGGONG. WALK 9 Riva) WpLlc SIGNS . WALK _ A. ALL EXISTING BUILDINGS, TREES, SHRUBS, SIGNS, FENCES, ----{ DEBRIS, ETC. , TO BE REMOVED FROM SITE UNLESS OTHERWISE DEPRESSED 5 EXIST.TRAF. EXIST. EDGE DWGN STAMP r r NOTED. EXIST, BLACKTOP SHOULDER ¢ -DEPRESSED S CURB ,S FES �N SGI cURe gG_I 5q-I -I RELocATeD �i .• �fH I 2. ANY OFF-SITE LAND DISTURBANCE CAUSED BY SITE 2-b m�p�o`�T oR,2 SIGN TO BE OF PAVEMENT F CONTRACTOR TO BE RESTORED TO ITS ORIGINAL CONDITION CURB-END ITVP,) 2j,'-6" 24'-O" Z2'-6" O 22'-6" 24' W' (BY SITE CONTRACTOR) . SEE WG.4SD-I DRIVEWAY d DRIVEWIAY MAIN ROAD ON DWG. SD-I � � N,Y. S. RT, 25 a 3. SEE DWG: _ - 69''.a 6 '_2` 69,_m„ �. X,�•o GURBGUT LU RB LUJT A) 38E - ELECTRICAL LIGHTING E CEILING PLAN B) 44E - ELECTRICAL DETAILS STA i C) 41E - ELECTRICAL SWITCHBOARD SCHEDULE EXIST BLACKTOP SMOULWER TITLE D) SG-1 - SITE GRADING PLAN Ext sT. u.P. E) SU-1 - SITE UTILITIES PLAN ✓EXIST, U.P. ✓EXIST• JR, EXIST• U.P. F), L-1 - LANDSCAPES PLAN EXIST. co NL•WALK MATTITU K, . N,Y. ' G) SD-1 - SITE PLAN DETAILS H) 4 - FOUNDATION PLAN DETAILS - - (SOUTHOLD) i4. SIGN REQUIREMENTS: 25 5o T5 I� 8. OWNER OF RECORD: COFAM REALTY CO. MAIN_ RD. - N.Y.S. RT. 2 G A. FREESTANDING SIGN - SETBACK = 5'-0" 4623A SUNRISE HIGHWAY GRAPHIC SCALE MAX. SIZE _ 676-'-' HIGH X 12'-6" WIDE y, BOHEMIA, N.Y. 11716 USE: S-50 SIGN ,(SEE DWG. N69) 9. GREEN AREA REQUIREMENT: 25% OF LOT AREA TO BE LANDSCAPED. ALL .BOUNDARIES AND TOPOGRAPHICAL INFORMATION TAKEN FROM SURVEY DONE BY: _ B. BUILDING SIGNAGE - 0.25 X 3778 SQ.FT. = 10944.5 SQ.FT, REQ'D' - - SITE DEVELOPMENT Ij MAX. SIZE = TWO (2) SQ.FT. FOR EACH HORIZONTAL FOOT OF WALL. ROOERICK VAN TUYL, P-.C. (SEE DWG. ((2 FOR SIGNAGE DETAILS.) 12340 SQ.FT. PROVIDED LICENSED LAND SURVEYORS FRONT STREET AT MAIN PLAN GREE5- PARKING REQUIREMENTS: 10. PLOT DEVELOPED: ON-SITE 43778 SQ.FT. TEL. NO. N.Y. 11944 OFF-SITE 61'75 SQ„F-I' TEL. N0. 516-471986 MIN. PARKING STALL SIZE = 10' X 20' . TOTAL 299535Q,FT, DATED: DEC. TU 1986 ONE (1 ) SPACE REQUIRED FOR EACH FIVE (5) SEATS. RODERICK VAN TUYL, P.L.S. SHOP N0. DATE 4- 17-87 II. PLOT PAVED: ON - SITE 26821 5Q.FT, N.Y. _LIC. NO. ,25626 (1) SPACE X (125) SEATS = 25 SPACES OFF-SITE 2816 SQ.FT, NAME: G.G.L. s sears TOTAL 2q�37 sQ.FT. O YARD REQUIREMENTS SITE DATA SCALE: 1"= 20'-0" z5 SPACES REQUIRED FRONT 35' 0" BUILDING 3597 SQ. FT. cH. BY I1 25SPACES REQUIRED SIDE_ 25'-0° PLOT' (TOTAL) 43778 SQ.FT. 16. ZONING: B-1 (GENERAL BUSINESS DISTRICT) Friendly SIDE 25'-0' PLOT (DVLP, )(No1EIg499535Q.FT. ice Cream T. LOT INFORMATION: SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000, - REAR 25- 0 PLOT (PAVED)(NEo-ErEn 296375Q,FT - ® Corporation - SECTION 122, BLOCK 7, (PORTION OF) PARCEL 3• DEED REF. - L.7469,P,167. _ , 62 CARS 1855 BOSTON ROAD, WILBRAHAM, MASS. 01085 PARKING m fes_..-. ... NAW DATE REVISION GGL 7-20-87 DELETED GABLE SIGN ON RIGHT SIDE ELEV. ADDED GABLE SICIN ON LEFT.-SIDE ELEV, 3 - 2 10 2 12 \ 6 (TYP) W 71- \ U w W 8 \ 1 fL N U \ i N 10 \ / \ / 4 ---- 2 2 1rs CO 7 2 1 � 9H 1 9D 9F 90 5' o a r 9E 9G 9E EOUA EIOUA — II 3 7 19J 1 9A (TYP) 7 it - - - --- --- ----- -- - --111 —1- - - -- I L - ----- - - - - - - -- - - -- --- - - --- - ----- - - --- --—----- - - --- -- - -- ----� FRONT ELEVATION RIGHT SIDE ELEVATION w , MAW 10 6 s s y 1 2 5 TOP ONLY 2 y / / 10 _ \ / / / 12 _ 7-7 � 7 RECEIVED BY ———— L 50U1DDlD 1��PI���G,BOAflB JUL I / \ 8 8 B 9K 1 REST.NO. DATE LOCATION LEM --n MATT 104-17-871 MATTITUCK, NY 9L DWG! MAIN R 25 Q _— ���Vl 1. JOyti�o 9 _ -_- -_ - _ - _ - -- - _ -- - - _- - - - -- --_ - ------------------------------L- 2 _ � � I I 1 1 U FLI- - ---- --- - - - - - -- - - --- - --- -- -- --- - --- - - 0 - ---- --- -- - -- --- - - -- HES LEFT SIDE ELEVATION REAR ELEVATION TITLE EXTERIOR MATERIALS EXTERIOR PAINTING & STAINING SCHEDULE 0 5-66-66BNOTES NOTES' (CONTINUED) EXTERIOR ROOF FASCIA BOARDS,TRIM,RAKE BOARDS & DECORATIVE BAND TO BE 1 STAINED BENJAMIN MOORE - MOORWOOD S , ® EAVER BROWN Q SEE DWG."17 FOR BRICK DETAILS. Q GLASS SIZE: EASTERN WHITE PINE CLEAR D' GRADE OR BETTER A. 1'-6 3/4' W X 4'-10 7/8' H ELEVATIONS ® GABLE END TO BE TEXTURE 1-11 PINE, 4' X 10' X%' SHEETS WITH 8' O.C. Q PAINTED MASURY 1-37-5X WAX TAN B. 1'-6 5/8' W X 4'-10 7/8' H 5/8' THICK INSUL. GROOVES, AS MANUFACTURED BY: CHAMPION INTERNATIONAL2 GABLE SIGN: ROHM & HAAS PIGMENTED WHITE "7328; .1875' THICK C. 1'-10 3/4' W X 4'-10 7/8' H GLASS (2) PANES © PAINTED W.R. KAMP CO. PERMRGILD EXTERIOR GOLD ❑ D. T-7' W X 5'-4 5/8' H VACUUM SEALED 777 THIRD AVENUE FORMED LEXAN LETTERS. STUD MTD, INTO DRILLED HOLES FILLED WITH E. 3'-7' W X Y-9 5/8' H TEMPERED GLASS' NEW YORK CITY,N.Y. 10017 Q PAINTED RED TO MATCH 'GRIPFLEX' UNIOWE 535 SILICONE, (WHEN REQUIRED). F. 3'-6 7/8' W X 5'-4 5/8' H 1/4' AIR SPACE INSTALLED PERPENDICULAR TO 7:12 PITCH ® PAINTED - ALUMINUMBUILDING TYPE 3 SEE CAULKING DETAIL G. T-6 7/8' W X I'-9 5/8 H ® FIBERGLASS STRIP SHINGLES ( SEE OWG. "12 FOR SPECIFICATIONS 1 ® PAINTED TO MATCH ROOF SHINGLES; REM(DVABLE PANELS SHOULD BE ❑ 14 H:3'-1 9/16' W X 5'-4 5/8' H L.O.F./P.P.G./GUARDIAN ® FACE BRICK: ANTJQUE WHITE OXFORD COLONIALS- FINISH:SAND MOULD COLONIAL PAINTED PRIOR TO INSTALLATION. 00 NOT PAINT NAME ® SIGN: 4' CASLON STYLE WHITE PLASTIC LETTERS FURN. J. T-1 9/16' W X Y-9 5/8' H ARE ACCEPTABLE X MANFACTURED BY: ALWINE BRICK CO PLATES. (SEE SPECS. SECTION B FOR PAINTING & 'INSTALLED BY SIGN CONTRACTOR. GLASS MANUFACTURERERS' K. 3'-3' W X 5'-4 5/8'.H- P.D.BOX 160 PROCEDURES) L. 3'-3' W X 1'-9 5/8' H NAME: C.S.L. ❑5 LIGHT fIXTURE. SEE SHEET 37E FOR SPECIFICATIONS MASON TO � SCALE: /16=1'-B' NEW OXFORD,Pi% PROVIDE OPENING FOR ELECT, BOX. PROJECT BYe CCC MORTARTYPE S,MORTAR COLOR:NATURAL GREY Q PAINTED TO MATCH BRICK 6 JOINT LOCATION FOR T-1-11 SIDING. TYP. BOTH GABLES : f ® ® PAINTED TO MATCH Q ABOVE © 0 SAND BLASTED WOOD WALL PLAQUE CE-343 FURNISHED 10 ALL VERTICAL & HORIZONTAL WdDOO TO WOOD d01NTS & INSTALLED BY SIGN CONTRACTOR AND NAIL',HOLES TO BE FILLED BEFORE APPLYING ° 4 ® ® ALL JOINTS ON WOOD TRIM TO BE MITERED. (NO BUTT JOINTS) FINISH COAT USE 18YNK02EXTERIIDR SPACKLING - cro ss COMPOUND 1855 BOSTON ROAD, WILBRAHAM, MAS& 91095 RELEASE DATE CHANGE NOTICE NUMBER ABBREVIATIONS A.F.F. - ABOVE FINISHED FLOORBUILDING DESCRIPTION Q REVISION DATE A.F.S. - ABOVE FINISHED SLAB BLDG.AREA 3597 SOFT. NOW I EFFECT AGI. - AGGREGATE _ ALT. - ALTERNATE , O D ALUM. - ALUMINUM PPROXIM BLDG.WIDTH 55'-2°_ APPROX. - APPROXIMATE A.T.F. - ABOVE TOP OF FOUNDATION D O BLK. - BLOCKING DEPTH 69`23/4° BOT. - BOTTOM MAX.HEIGHT 257-8 z" BRG. - BEARING BLDG,HEIGHT 17'-4' BV. - BIRCH VENEER f/ f� f� �( CB. - CATCH BASIN OR CONCRETE BLOCK VOLUME 63495 CU.FT. LS CSC�LS (.Y�SCSCS�NJ C'BOAE - COUNTEAINE ---- . - CENTERLINE AT - CARP. - CARPENTER OCCUPANCY LOAD 125 CI. - CAST IRON CEG. - CEILING OCCUPANCY: CUR. - CLEAR PER BOCA BBC 1984 EDITION:USE GROUP A-3 REST. NAME : MATTI TUCK, NY COL. - COLUMN CONC. - CONCRETE CONSTRUCTION: ADDRESS : MAIN ROAD, ROUTE 25 CONT. - CONTINUOUS PER BOCA BBC 1984 EDITION:USE TYPE 5-B CONTR. - CONTRACTOR REQUIRED SOIL BEARING CAPACITY:3000 PSE CT. - CERAMIC TILE CITY,STATE : MATTI TUCK, NY CYL. - CYLINDER DBL - DOUBLE EXTERIOR HA�LSGBARiNG STEEL STUD WITH NON-COMBUSTIBLE VENEER ZIP CODE : 11952 BET. - DETAIL ROOF:FRONT PORTION,WOOD TRUSS WITH GABLE ENDS;REAR PORTION,WOOD TRUSSES DIA. - DIAMETER ROOFING:FIBERGLASS SHINGLES AND SINGLE PLY.RDDFING REST.NO.: MATT EL STUDS Di. DCOIVBEARING- DIMENSION QUARRY TILE FIRE RATING OF STRUCTURAL If. DR. - DDDR V PROJECT MANAGER PLEASE POST D . - DETAIL SERVICE REQUIREMENTS: BUILDING TYPE : /� DWG. - atawlNG WATER SUPPLY:2'OIA.PIPE (FROM STREET TO BUILDING) E.H. - EQUIPMENT HEIGHT EA. - EACH SEWER LINE:6'DIA.PIPE ON STREET) INDEX OF DRAWINGS ELEC. - ELECTRIC ELECTRICAL SERVICED 216 KVA 8V 600 AMP. ELEV. - ELEVATION NATURAL GAS : 11121D1A.(FROM OM BL BLDG,TO STREET SERVICE) EQUIP. - EQUIPMENT WATER HEATERI80 GAL)- 120 MBH INPUT EXH. - EXHAUST AC UMTS - 311 MBH INPUT EXP. - EXPANSION TOTAL - 431 MBH INPUT DRAWINGCAAANST DESCRIPTION REVISION DRAWING CHANGE DESCRIPTION REVISION DRAWING CHANGE DESCRIPTION REVISION EXT.T - EXTERIOR DATE NOTICE DATE NOTICE DATE F.C. - FIRE CODE NOTICE PE2:EIVED BY F PARCEL- 3 DEVELOPMENT PLANE-I137 31R REFRIGERATION SPECIFICAITIONS & DETAILS WF-1 WOODFAB SCHEDULES Fa°.c. - FRIENDL LICE CREAMUTI'u'-B ffitcid ft�NfdlNB RDAR6 FIN. - FINISH DEC 2 J 1987 SITE DEVELOPMENT PLAN 2-n �� 32R REFRIGERATION FLOOR PLAN & DETAILS WF-2 WOODFAB PLAN 4-17- E37 FLR. - FLOORFOUND. - FOUNDATION �nr� 33R OMITTED WF-3 WOODFAB ASSEMBLY DETAILS FA.P. - FIBERGLAS REINFORCIED PANEL SIG,P � AL ITYPL,y„ ly_ e_g� FT. - FOOT DR FEETKEY TO SECTIONS & DETAILS SITE UTILITY PLAN AE.-1X-e7 34R OMITTED WF-4 WOODFAB ASSEMBLY DETAILS FURN. - FURNISFED GA. - CaucF GAILY. - GALVANIZED su-2 SAN TARP D)5POSAt_ FLArJ 4-1-7-s-7 35S SODA SYSTEM & FLOOR PLAN HC. - HDLLDW CORE NGT. - HEIGHT @::SHEET SECTION OR DETAIL NUMBER 2 -�- SECTION OR DETAIL NUMBER HH. - HOLLOW FETAL I-i IRRIGATION PLAN 36E OMITTED NT - HEIGHT ON WHICH SECTION OR DETAIL IS LOCATED SECTION OR DETAIL LOCATED ON SAME SHEET L 1 LANDSCAPE PLAN 1 11-57 37E ELECTRICAL SPECIFICATIONS H.T. - INSTA TILE INSTL. - INSTALLED SC-1 SEDIMENT- CON -SROL PLr}N A2 i1 e7 38E ELECTRICAL LIGHTING & CEILING PLAN INSU Y, - INSULATION INV. - INVERT. SD-1 S]TE PLAN DETAILS 12-n 87 39E ELECTRICAL POWER PLAN JLLAVATORY DRAWING SETS INDEX I.G. LONG f 40E ELECTRICAL ROOF PLAN & DETAILS LH. LEFT HAND ^(,-87 41E ELECTRICAL SWITCHBOARD) SCHEDULE L.L.. LIGHT SETH CONTRACTORS DRAWINGS ISSUED/SET 2 ELEVATIONS `1 :. LT. - MATE �T EACH MAT'L. - MATERIAL MAX. MAXIMUM A UWG'S: SA-I THRU 4, 22P, 69 MH.R.M.O.O. - MANHOLE 3 FOUNDATION PLAN 42E CONTROL WIRING DIAGRAM - MEDIUM DENSITY OVERLAYED PLYWOOD 8 SITE,CONCRETE & FENCING 4 FOUNDATION PLAN DETAILS 4-n-B 7 43E ELECTRICAL DETAILS MIN. - MINIMUM 5 STEEL FABRICATON DETAILS 44E ELECTRICAL DETAILS MIN.0SC. - MINERAL DEERE UwG's: SA 1, SO-1 THRU 17, 38E, 61 THRU 67, WF-i M - MASONRY OPENING 8 CARPENTRY M.G.A. - MASONRY OPENING THRU WF-4 4-17-e� 45E ELECTRICAL DETAILS & WIRING SCHEMATIC M.R. - MOISTURERES]STANT 6 PARTITION PLAN MIL. - MOUNTED C DWG's: SA-1, SG-1, SU-1, 3, 6, 21P THRU 38E, 63ED THRU 7 DOOR & HARDWARE SCHEDULE 46E OMITTED HPL. - NATAL B PLUMBING 65ED N.E.C. - NATIONAL ELECTRIC CODE N.E.M.A. - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION DWG'S: SA-1, SU-1, 3, 4, 6, 12, 31R THRU 52HV, 63ED THRU 8 ROOF FRAMING PLAN DETAILS 47HV HVAC SPECIFICATIONS & SCHEDULES N.S.F. - NATIONAL SANITATIBNN FOUNDATION 9 TRUSSES 48HV HVAC EQUIPMENT SCHEDULE & SEQUENCE OF OPER'S NSDT, - NDN TO DuaRRv nE_E B ELECTRICAL 65ED, 66, 69 N.T.S. - NOT TO SCALE - D.C. - ON CENTER DRGs: 8, 9, 12, 38E, 39E, 42E, 47HV THRU 52HV, 67 10 BUILDING CROSS SECTION & TRUSS DETAILS 4%V HVAC FLOOR PLAN PANG. - OPENING 6 HVAC PAN. - PANELING 1] FRAMING PLAN DETAILS 50HV HVAC ROOF PLAN PART. - PARTITION PERIM. - PERIMETER F DOUG'S; 23P, 25P, 31R THRU 35S PHP. - PEAFIWq REFRIGERATION SHED NAADBOFARD PANELING 12 ROOFING DETAILS 51HV HVAC SECTIONS PL. - PLATE PL.LAM.- PLASTIC LAMINATE 13 BUILDING ASSEMBLY DETAILS 52HV HVAC DETAILS PLC. - PLASTIC LAMINATE CCLAD (BOTH SIDES) DWG'S; 2, 6, 7, 14 THRU 17, 66 P - PLYWOOD 6 GLASS & GLAZING PHS. - PER MANUFACTURERS SPECIFICATION 14 SECTIONS & DETAILS 53HV OMITTED PREFAB.- PREFABRICATED 15 SECTIONS & DETAILS 54HV OMITTED PREP. - PREPARATION DOUG'S: 3, 4, 5, 8, 10 P.S.I. - POUNDS PER SQUARE INCH 2 STEEL PTD. - PAINTED 16 SECTIONS & DETAILS 55HV OMITTED DT. - QUARRY TILE I DWG's: 45E 17 SECTIONS & DETAILS 56HV OMITTED REINF. - REFRIGERATED 2 FIRE EXTINGUISHING SYSTEM AA - REINFORCING AN.. - RIGHT HAND F2O OMITTED r59HV OMITTED R.D - R°0H DwcS` 6, 7 A.O. - ROUGH OPENING 2 HARDWARE OMITTED OMITTED s. - STAIN€o 5/5 - STAINLESS STEEL SAT. - SUSPENED ACOUSTIC TILE DWG'S; SA-1, 2, 6, 7, 65ED, 66, 67, WF-4 OMITTED OMITTED SECCT. - s�Rc�F HARDENING R COLOR K 6 PAINTING & DECORATING °1P PLUMBING SPECIFICATIONS & SCHEDULES OMITTED SHT. - SHEET SMIRK. - SHEETROCK 6 QUARRY TILE FLOORING L DWG'S: 3, 7, 66, 67 PLUMBING DRAINAGE PLAN 61 INSULATION PLAN & DETAILS SPEC - SPECIAL OR SPECIFICCATIDNS sa - sDuaRE OMITTED 62 OMITTED ST - STEEL DWG'S: 2 6 THRU 17, 38E. 41E, 42E, 63ED THRU 67 STA. - STATION 2 MILLWORK TNI). - THREADED M PLUMBING SUPPLY PLAN 63ED EQUIPMENT LIST T.O.F. - TOP OF FOUNDATIONT.S. - TOP BE STEEL BWG'S: WF-1 THRU WF-4 w11TTED 64EQ FOOD SERVICE PLAN TyP' - TRIMCO FIT N 2 WOODFAB ''TNG DETAILS 65ED BACKROOM & RESTROOM ELEVATIONS u. - VARNISHED V.A.T. - VINYL ASBESTOS TILIE 0 DOUG'S: SF-1 THRU SF-6 DETAILS 66 SALESROOM ELEVATIONS VMC. - VINYL WALL CDVERINHG 2 PRE FAR PANEL u/ - WITH WAJ. - WASHABLE ACDUSTIC TILE DWG's: 22P, 35S, 63ED THRU 65ED 67 SALESROOM SECTION DETIAILS & EQUIP. ASSEMBLY N.C. - WALL COVERING W.H. - WAINSCOT HEIGHT 2 SODA SYSTEM 68 OMITTED WTR. - WATER M.W.M. - WELDED WIRE MESH ® OWG'S: 69 PYLON SIGN . 4-17-e7 4 LANDSCAPING L 1, 11 cD R 12 11 10 9 8 7 6 5 4 3 2 1 NAME I DATE REVISION E M• II.2.87 Tz Vjs .. P�RK111G LOT L�\YOUT, E.M. 12-11$`1 RuSD DPJVE•tVh,V S k Cu1313C.uZS, p S56 57'20"w S 8Re Z , 2Qa B?6 N•�F, � . MURPHY U000- 122--7- 7. 1) �♦ s6q\�V \ � AREA /�\� ENT12E PARCEL #3 = 4.17E ACRES QF. 1 . C. LEASE HOLD 1 , 005 Ac�ES /+ Om REMAINDt3R >F PARCEL41-3 = 3. 1 .73 ACRES C r ° N./F. COFAM REALTY CO. Z01n11N6- 5-1 \ CURRENT USE ACAhJT (WOODED) \ R I N �9'o r - N ./F. r, r�IuRP�IY DISTRIC 3 T - l000 o N.%/F, STANLEY FRISS GARDEN LENTER a (loco 12z - z) (!000- 122-7- P/O �.5) SECTION - 12z N s �l v, 8e• — — — — — — BLOCK - J 2 PARCEL - 3 _ �ry N ./F. BRISOTTI SILKWORTH , INC. E 1000-122-"7- P/o 6.5 ! °`v yo ' F.I .C. LEASEHOLD NOTE / NO PLANP,IED DEdELOPNAENT F02. 2EMAINDER �- OF PARCEL AT TH15 TIME . \ / lI 191.51 ' ISc.51' _— •-. 35.00' F� I PROPOSED FRIENDLY I ' m l J I RESI-AURANT I I LIMIT OF 0 wAsp-NL-7' I II I I I I'A'd c r4eNl lT'fP.) , DWGO STAM �o pTISSIOy F� f I C 1, Cn 9! wZ PA✓EI.IEN-f-1 1 F. �C CAI �cz�eT ��.2japy GI J n 1,40LDING CC)kP. P � - -1--- --'-- - - - - J 0( 1000- 122 - 7' 1 N7j. 48377 N ` — — — — -J I — N oFTy - - — _ N � .Y.S. PERMANENT ._.�.._ - EASEMENT LINE rgY F.,,C.) �}.2 q - - - _ _ _ - C - I — �� i TITLE --- ❑ N52002'10"E MATTITUCK N.Y ( SOUTHOLD) MAIN ROAD - N.Y. S RT. 25 MAIN RD. - N.Y. S. RT. 25 G (66' R.O.W,) PARCEL - 3 DEVELOPMENT PLAN SHOP NO DATE 7-20-67 25 zo Is 10 s o 25 90 75 Too O NAME. G.G.L. SCALE; I"= 30'-0" GRAPHIC SCALE CH. BY H Friendly Ice Cream &mtw a Corporation 1855 BOSTON ROAOy WILSRAHAM, MAS& 01095 z z rc m 12 11 10 9 8 7 6 5 4 3 2 1 NAME DATE REVISION ppST- - GGL 7-ZO-87 9ELETED "COMMON PARKING EA5SIM EN'I"I. \ E,M 12 8l REMovE D SLOPED\ k,PNtALT Ct--CEDAR FENCE E,>3EP L/>,CED W,CUPL'b, Z,D D, 0�0 1O'OI'w` PL>�N)"PER AT REA,t;, of M'q BETW N POSTS F�1�1—JCe �, t\Roul..n PnRKI� 8.2 7. 1 Qpq 8.2 \ P I 2&/ GALV ST'L �,' RuSD NO.O Ot-POST_ IoL TO Cj-7, S T L �\ D 3'- 'S r�' rpNc, PN, AT O P Iy p' A /FINISH GRADER I/ ,` F,Lkp, OF 3 2 CO 3L17C� E,M. 12-11-8SD D '/ KVRIJEVWO', 5C-UP,Vj Q Sy �' SFF C. Poo q � • L:;TS AD17 COIJc, Luv,g E ECr�c�� POURED CORC q. •° A SIF w1�,LK gwNC� Eti1TIS�6 6.6 6' 5 22 �F.LC, m B C FRON)Th,G 6.4 ' SITE 1 zss.ze• 1 _ O � MAIN (ZOPC) N•Y•S. RT. 25 22 27 29 30.1 31 32 33 35.5 - 35 .4 pa a�a © rn tV-'Cpm /O 12° MIN B FENCE POLE DETAIL 22 - SECTION Ba° pT NO SCALE LOCATION MAP O - I"- 200'-4" O7 - BLOCK N./F. STANLEY FUSS �Spw \ N 1 loo so 0 loo zoo wo 3 - PARCEL ZONING : B-1 SCALE IN FEET USE- 5USINESS 2ESIDENCE / ILAwN y 132 L.F. - 6'HIGH °s 290,• Gti rRq�� STOCKADE FENCE UO P20PANE TANK ON SYMBOLS SEE DETAII.-.� CpnIC. PAD 97/F R6S�i Cu SEE T O DUMPS-TER * YARD- DTC, �YaOUZ- SHED ENCLo5oks So-1 SIGN SEE NOTE q4 (SEE DTL-5, ON 25R �wq zkSD-I) O Y rLI-� PARKING LOT LIGHT POLE DWG• E (SEE DETAILS ON SU-1-1) � 2B- 11��� CONCRETE CURBING ;/ N r IO CARS SEE DWG.N4 FOR DETAILS OSONG g;O I (TYP1 Ok a ro sFFT ,CL / m� 2 4R so/ �' m yo �r ° 4.. �' 3v � Fk) 'N' '61 Ya F/>O PrtoF W /• C/PyT Gqe 57. Cv �P 1�2 + •JE Y /11qGF G bjD ,Q 1->,¢, 2FC SD-I ti Q CONC. 6D 1I -p O PLAYHOUSE Nf0 \/ / R S'1� L PL uTE 0 a 'Vr of 4R O v III°35'40' I] d 552°13'40"W I,P. + PLnN1TEa .N 20" o'• - F-' 552°13'40"W "� 15F�,51' 9D-I 35,00' ; P7 Q X63 /Sl v 49, �� Z' 55'-2' y-o ado fTVP) 24-o f• 20' °" I.P. 99'48,30° x x _x x .o AISLE —(TYP,)- ro °45'30' 15 8 - M 4 sD q/N bo a15LE TYQ ' 3 FRIENDLY a o I CARS d m� RESTAURANT ° - s 10-0 C I / XST. IRoN N/F. COFA M 'A 0 2 U -O ao LAWN l� _FENCE ITYP, — u 2 "X" - BLDG. I 9 `:� �, V RE.AL7Y C-0. w 5R S y d N'CAP, RAMP v +p W I - N/F. OCEAN ZONING = B-1 7 J d 'n 4 6 ISIGJSlE LIT" DEE. -USE VACANT SIG>15 (TY P. / rHOLDING CORP _ ° � M � ° e Im 5 16 1 86'_0^ � ZONING : B- 1 'c to-o o .� 4 PLANTER Io RI-Dr,.Sf TACK 0 USE:5TATI4N -FPVICFZ to UTV1P N , a -O CGNG. WALK x !q C > CARS Io-o ��c O 6 o IJ o y "WIDEyELt�wunlE dR 5D- 1p,o" �N �u� Jr EXIST — — -- 9D w ' v q T06E PAINTEDALDNG 2 l/ SIGN Lu O 'Ua To?E-ItCAEPAIN EDGEOF FI C. SICoN 8 N m N off 6 CONC. WALK Ss- £ 15'-O" _ O A5P'AAL7 EXIST" $IIGN o a m m W EXIST, S9�N 104'SY * (ISTIGHT o PAVEMENT �N.Y•S. PERMANENT To BE 90° a SEEGUPbEN 4R al PosT RELOCAyE 4R gEE u -� STANCHION N EASEMENT RELOG,ATED EXIST 9 D,TOro _ - — GTL ONO' NN qD-� DWG •` .o MONY NOTES: N52'o2'IO"E p 266.49' 'a -"- '� EXIST. 265,68' To oLo MAIN ROAD CONIC, WALK _ '^ LONG. dJALK -P ' CON_,WALK II S16N5 1 . ALL EXISTING BUILDINGS, TREES, SHRUBS, SIGNS, FENCES, J `p Mc qp qpN J :ANC APRON e DEBRIS, ETC. , TO BE REMOVED FROM SITE UNLESS OTHERWISE r_XIST.TRA EXIST. EDGE DWGH G o�� I. /Qy C% NOTED. 4 OEPFjEgSED .9 DupRE i Eo 5 \,, e- y EXIST. SLAGKTmP SNo'JLDER � SIGN To e E of PAVEMENT - o '+� '" m F SGd �(-I ^^-uq[3 ,C+-I CURB �-' RELOCATED c v °.,:��y 2 d 2. ANY OFF-SITE LAND DISTURBANCE CAUSED BY SITEzz CONTRACTOR TO BE RESTORED TO ITS ORIGINAL CONDITION 2 'O'-oSA (BY SITE CONTRACTOR) . DRIVEWAY DFiIIVEWAY 18311 �`' 3. SEE DWG: MAIN ROAD �4 -a _ DIY 96-� ?:4-d' Ez ca N . Y. S . RT. 25 �'`AWFIII �� A) 38E - ELECTRICAL LIGHTING s CEILING PLAN r �URES CUT CUIFi6CUT B) 44E - ELECTRICAL DETAILS C) 41E - ELECTRICAL SWITCHBOARD SCHEDULE D) SG-1 - SITE GRADING PLAN EXIST BLACKTOP `SHa ULD GR _ - E) SU-1 - SITE UTILITIES PLAN EXIST U P ro.-EXIST. UR o.- EXIST U P M ro.-ETI ST. U . TITLE F) L-1 - LANDSCAPE PLAN G) SD-1 - SITE PLAN DETAILS — Ey,IST. co NG• WAL..K I ATTITUC , . N.Y. H) 4 - FOUNDATION PLAN DETAILS - (SOUTHOLD) 4. SIGN REQUIREMENTS: - - ^_5 20 15 10 5 0 25 50 15 loo A. FREESTANDING SIGN K SETBAC = 5'-0" S. OWNER OF RECORD: COFAM REALTY CO. MAX.—SIZE = 6'6" HIGH X ICK = WIDE 4623A SUNRISE HIGHWAY MAIN RD. - N.Y.S. RT. 25 G USE: S-50 SIGN (SEE DWG. #69) BOHEMIA, N.Y. 11716 GRAPHIC SCALE 9. GREEN AREA REQUIREMENT: 25% OF LOT AREA TO BE LANDSCAPED. ALL BOUNDARIES AND TOPOGRAPHICAL INFORMATION TAKEN FROM SURVEY DONE BY: B. BUILDING SIGNAGE - 0.25 X 43778 SQ.FT. = 10944.5 SQ.FT. REQ'D. MAX.—SIZE = TWO (2) SQ.FT. FOR EACH HORIZONTAL FOOT OF WALL. (SEE DWG. N2 FOR SIGNAGE DETAILS.) 12340 SQ.FT. PROVIDED LICENSED EVAN TUYL, P.C. SITE DEVELOPMENT LCLANG SURVEYORS ' 5• PARKING REQUIREMENTS: 10. PLOT DEVELOPED: ON-SITE 43778 5Q.FFRONT STREET AT MAIN T PLAN GREENPORT, N.Y. 11944 �— 0FF-51TE 6175 SQ.FT. TEL. NO. 516-477-0170 MIN. PARKING STALL SIZE = 10' X 20' . TOTAL 4-995B SQ,FT• ONE (1 ) SPACE REQUIRED FOR EACH FIVE (5) SEATS. DATER: DEC. 1986 TU RORERICK VAN TUYL, P.L.S. SHOP NO DATE 4- 17-87 (1 ) SPACE % (125) SEATS = 25 SPACES II. PLOT PAVEDi ON - SITE 26821 5G».FT• OFF-SITE 1816 SQ.FT, N.Y. LIC. N0. 25626 NAME. G.G.L. s SEATS TOTAL 196157 SQ FT. .YARD REQUIREMENTS SITE DATA SCALE I"= 20'-0" 25 SPACES REQUIRED O FRONT 35 -0 BUILDING 3597 SQ. FT. m ST SPACES PROVIDED D 6. ZONING: B-1 (GENERAL BUSINESS DISTRICT) SIDE 25 -0" PLOT (TOTAL) 43778 SQ.FT. 7. LOT INFORMATION: SUFFOLK COUNTY TAX MAP DESIGNATION: DISTRICT 1000, - ndIV SIDE 25 -0. PLOT (DVLP. )(N7e1o, 49953S0.FT. Ice SECTION 122, BLOCK 7, (PORTION OF) PARCEL 3- DEED REF. -DISTRICT 000167. Ice Cream REAR 25'• 0 " PLOT (PAVEDX07FII>z96375Q.FT. � Corporation PARKING ",-7 CARS 18M BOSTON ROAD, WILBRAHAM, MASS. 01095 m 12 11 10 9 8 7 6 5 4 3 2 1 PAVING LEGEND NAME DATE REVISION 1 . ASPHALT SURFACE SHALL BE PLACED IN TWO LAYERS TO A TOTAL COMPACTED _� IpO.O-� EKI 1\'2'8l REkbvED SLOPED ASPNAL-T EXISTING GRADES THICKNESS OF 2/21NCHES. COMPOSITION OF MIX SHALL COMPLY WITH - EIREPLF\GED VJ�CUCiPI-\DIJ TYPE VI MIX. LEVELING COURSE SHALL BE COMPACTED TO 1V2-INCHO�Q 10p,0 FINISHED GRADES PL.1\o,\`-�1-i AT 4, " THICKNESS. SURFACE COURSE SHALL BE COMPACTED TO I - INCH THICKNESS, P�LDCo ARUUIJD PACKKInk� TYP. ASPHALT TO BE SPREAD WITH SELF-PROPELLED MACHINE SPREADER. TOP PARKING LOT LIGHT ON POLE COURSE INSTALLED PERPENDICULAR TO BASE OR TOP COURSE JOINT STAGGERED ."❑ / L.OT. R,v 517, GPJApIrUC, / .,SEE DETAIL ON DWG.NSU-1) F�CCA h,OIYJGLf. ADD LOC/\TIO A WITH BOTTOM COURSE JOINT, ROLLED WITH TO BE ROLLED WITH 10 TON ROLLER. L3 RIM RIM A --- EACH ASPHALT COURSE TO BE ROLLED WITH 3 TON (MINIMUM) TO 10 TON 1 ^ CONCRETE CURB - SEE DWG.N SD-L of yon , rSUc ,n1VS ADD, 22.92 \ � (MAXIMUM) ROLLER. 2. PARKING LOT .STRIPES ON COMIPANY'$ PROPERTY: (1) COAT TRAFFIC PAINT (YELLOW), O�O B.S,/B.G, - BOTTOM OF SLOPE/CURB - T,S./T.Cl. TDP Of SLOP'EiGU REi EWAVS 4CURP�CUTS WATER N OF S'TDRM- SLOPE SUMP RNSD. pTL'z n 4 4, 5, ADD, l`•r - - DTI, " COJjfJ ' . e- '• -.-?'•' +' /�// SOIL BOPhING`. (zlEW F- PG_,, 21 .5 ) - o • x' . • / Plan Notes \� 28 zSooN 4' Fe 1. Under no circumstances may bulldozers or similar tracked vehicles l RUR@ 2-O be used for compaction equipment. SUMP _ 2. Excavation, filling, subg rade and grade preparation shall be per- `4t4�O formed in a manner and sequence that will provide drainage at all - 6 G times and proper control of erosion. B DRAT N 'TR)=NCH DETAIL® Precipitation, springs, and seepage water encountered shall be SCALE 34"= JL-O" pumped or drained to provide a suitable working platform. Z9 00 / • \I ( c w )_a 2-p. 3. Springs or water seepage encountered during grading/foundation ILB2-O construction must be called to the Engineer's attention immediately 4F O`er KIMP2583 26 ri oFA'0 for possible revision or inclusion of an underdrain system. L,P O,w% I • / DT-I 40[p/ry 3 112" 3"- 6RATE� y 3 o CON-.PP.9 5.012- 4. RIM 25.61 q GRATE) Non-structural fill adjacent to below-grade walls (I .E. basement Q-O o P Plt[� walls and retaining walls) must be clean sand, gravel or broken �i?1iJo? ry'a ( GASTANK ELEV, 24.,00 OF D„ els T_ eT_ '�- stone 3/4" 1}" size free from fines that might obstruct free ryM , Q w' ;o= J �E� VC-I C FpS j" drainage. TRIM 25.50 @ @ -O'• c a.m -,,- If 1( IIQ .y m 1 -� n0 B-I • \ \ �`cW 2E / P h _ I� _ ro 8 9y - N R° o-: RIM 26.25 C o 0 RIM za33 4R � � 6 'o•. L-- - --U c- OQJ' ti - �i5e _N sD-I F d ` 9_� SECT I ON A-A G SUMP ` w� D _ / `O o' r sr3 a Q i• I SECT) 0N d - S �' 3/4° '160" lu ✓ LSDD 4F qqj RIM 24.33 / _\\ G $ '00 1 , e 3H"=ILC„ I I-2/2 k/S7, \".o g 3p G94 (��Q'? J 2 \ Su8DA5E P 8 i- - - 12',c4o'z 3'bP.l ` 2 •� / qG tiG O �o / I 29 So 6L SUBBASE ti DW'2 Tc. `- 24PD WM zB.Oo1Allasl ' LI MIT OF WORK S,yfD O 29: SBC- IM 23,00 DW-DW-S-' c�P d PLAn1TER Z l-0 3'-G"R B0 / @o�Fx 15 y BY F,I,c, CDNTR. o - Rp9�F LP 2- 24,50 D 2,/Z,x IuL.[ �9. '� s' �o ; I 9D ,Uw o 20. �F 23 '�9 - PAD Prt OF �S d P35o BC RIM 24.001 mass FRAME W/LONG. Ed ' ■-x w- DW-BA x•50 PASS T41R0 DOOR q, ANCHOR 'Aar I 29.00 rn N oo SW 2� '(n 2' 3 D \., 4 D 240 T.0 ` RIM 23,15 ,/GT-I - -c- _- ( RIM 23.25 07 / RIM 2 C, E427 FRIENDLY 1 '_._ /I 8.�. PAVING RIM \ - -LIMIT OF SUB-BASE }' BC2 :15 O y ,/ LF-I / p \ I `> REST AU NT 23.25 RIM23,5 E k -EXTENT FOR HVY. TR'Jq CZ) LAYER-9 ASPHALT _ - B4OTTOM LAYER @ 20'± ~ J $D 1 IIS'O ti w 16.6 444-0' 24. �� `� O m 1 V2' TOP LAYER. o i W „ X n BLD 23,75 / • �e sT I • e g I _ +, I- RIM z . 5,1 DP-I 1 / O / ISI Il�lllt7-III�III� k=+ll© 1131I�Ih�p JIII= o LIMIT OF 'vB 1 • / I 0 3 H'LAP RAMP 1 ! �RIM� - 0 9 �[ FIN FLR. -[ x Win•= =I - M N PAVIN /' DW-7A O. 5 \�_�4 DW-7 J 5EE 7 d, � �RIM 23 b7 / I \ g3.75 I • ; 1 RIM 23.00 R 24. o DTL. D P q 1 LM QZ VAP E5-5EE O ,pr' p p RIM 24.1"IL d� 23.251 IS N .ry I��I 8.5, V 1 . / �/, �,= �! } RIM 24.75 m f .SOIL PREP SGHED q/� -� DW-6 4 'I1 ! 23,I Jf LP-4---►,� -V` (vO _ `RIM 23.00 2 16 RIM 23,67 / \ Q O DVJ 6A I • I /S ® II .75 ci 4 T i �,0 6�G86'_On 1\ • // o/ ,`mak \ �� BO '�[ 24.50 'n FLANTEF. 1 I S, B /` RIM 24.17 ,.-- -' A� 20'-O„ 5.0,E ui h MO o c(eR 3`0'P, 8 k LP-b 14 SECTION �� �_ _Z X70-0' N ' Id.o ; ' \ 24zs co wAL v No SCALE ® 29 / -1 F > ._d CURB-END ITYR `G Rh124.25 -�¢ C SEE DTL.oM 5-O 'p 'O DW-3'�•/ \ B.G. ♦ �IO(O <o (0} � � I •DwG,#SD�- -.� B t 1 24,00 P.IM=®1 / 23.50 • -O �j� 00 DW-5 y pyJ-1 RIMµ i RIM 23.00 - - _ o _ oo �� IM -I f � \ � IPN SD-I , �\ I p 23.50 1 • / 24.25 SD. - ' N /EXIST. \\ ?fo 22 i 4'WIDE CONC.WALK - 4'WIDE 60Nc.y,/ALK ,0 i 22!.00 23 00 O 2 24'°° I BENCuMAR. K DEr raE�;eoc=v-e Oonlc• ov_AoN 2375 or�CAp'Ro nl "X" ON MONUMENT DWGp STAM pYRO 6#A! EXIST. BLACKTOP -PATCH E.x\SPT nSPN•;�- 227c 6 ;2,91, \ DRAIN ENCH 4 o DEPRESSED 5 23.98 ELEV, 25. 10 ovL l• zp l�iYa+� SN(3 U',.DER 4 SHOULD F_p. n`7 RES�t? II DTE 6 .� cURg Qn ¢ r� f 2.0 30.0 2'"O PA-rCN Eri\ST ASPHALT 20 30-0 - "I' ''qa' 12 JSG DRIVEWAY SHOULDER !•\S REAP, DR1�Ey./AY, MAIN ROAD 79 0 1 9�.0 X4' 0 22 N ,Y. S, RT, 25 °FTtie6� . 21 CURE7CUT CURB CUT EXIST• BLACKTOP - � L,•/� �'C� SHOULDER TITLE / TOIL PREPARATION SPECIFICATIONS MR PAVING AND WALKS EXIST. C.oNC• WALK MATTITUCkv . N.Y. MATERIAL GRAVEL PROCESSED STONE SLAG STONE OUST PaCMSNT6 pjNOU LDEr( 2L0 DRIVE WA 2-O NOTF_ A A. 'roll C0 C. WALK CONS, O PEON ASPNA TIS DUL17 ER 2 O nth SURFACE TAPER I TAPER N EX15T AiiPN LT I' - --"� gH� PATO (SOUTHOLD) \ 1}" eat � ,,,. �. r .p 4uFFACE -e '', : • 4'-0'� 2-'_p' uLDER AS P,EQ'D. Sub-Bees 4" • m COLIC, TAPER Z f31NDFK COUP.9G_ Sub-Bees 6" EXPAk1SlON N 9 �, I - - ��UJJ EXR ,IDN COMC. O-URg 1 /E TDP ���5E MAIN RD. N.Y.S. RT. 2 sub-c=Ae . S" Rub-cede 4" a PITLN t101NT7 / 6EYOND Gradation X Peeving X Peeving X Peeving X Passing TYI? DEPRESSED CURB DE'1•AIL _ e WHITS CaDoc ` zs zo 15 l0 5 0 2s so -rs COI Sieve Si... - SECTION A-A (6a.Opening) Sub_Beee sub- ode Sub_Rase S.b-Grade sub-Beta Sub-Ova NT 5 6 Ramco SITE GRADING --_ _ __Uq______100- 6GRAV E� = ____ _ R o' RtENF ConK�wALK _ d_G-eDPLAN _ _ iGG ________ �° C �c GRAPHIC SCALE lll2" _100 --- 100_ ----_ - _30-60 ___-- -__ 40_80 _- EAIST AOppN/.�LT 13' + TO PROPERTY LINE APRoro _ __________ _______ _ ______- - --_ SNOU LITER 5 -O° 4 4-0' 4-0' r __ s-zG ------ -- MAIN ROAp �I" ' -/ DNC, APRON SECTIOt-J EP -^agEO C S e D RE 5-10 _ 5-20 EXISTING PAVEMENT I(4 ' I/2 PER F[ R=11/2 f-p1 TCH 1/'PER FL I SA-1 OUR6(gyEE #100 _ 0-10 -- 0_10____ 0_20___0 10 _ -- 0 s___---- _o s -- ,� PITCH ->• _ - ,: ,•; .,2.1.1-:1.; SHOP NO DATE 4- 17-87 ' . �= PLACE TOP SOIL WILD CONC. SIDEWALK I NAME: G.G. L. A licstion Subgrtde-shell be Subgrede-placed and subbase-shell be 6ubbaee-tame as II'''I B GRASS SEED 4 THICK. ,YARD REQUIREMENTS SITE DATA placed and compacted compacted in Dna placed in two (2) 4" "slas°. PATCH EXIST SHCULOER lI"I 1n ane layer. Lvycr layer. with Eine REQ r-•1 SCALE; I = 2O�-� material= worked Into BUILD eoNe.cune. FRONT 35' o" BUILDING 3597 SQ. FT. CH. BY �:. H w ua-vhall be Subbase-placed and void. OS larger 2 /Z ESI N10FFl COJRSE_ - , 1AAv`` � p sed and competed aempeeted in Dna pieces. Each layer I ' " I SIDE 25'-oa PLOT (TOTAL) 43778 SQ,FT. 1n onv laymr, with layer. Finer compacted, using 3 1 2 TOP COURSE r Friendly 3 ton min. to le ton material. of suttee, ton min. to 10 ton I c eCre ax.rolle=. ,hull ba worked into ax'. =nil.=. SIDE z5-�• PLOT (DVLPJ 49953 SCI. FT. 1C• Cream sub gr.de.Use 3,Ga m1n to 10 ton sax. roller. • SECTION THROUGH CURB REAR 25' 0 " PLOT (PAVED) 29637 sa.FT. &Mw m Corporation z Applicable to: Applicable tui ams Applicable to: same Applicable to: oma SA- driveway ..trances, A ae "travel". ee "Gravel". ve "Crevel". NOT TO SCALE PARKING s, CARS 1856 BOSTON ROAD, WILBRAHAM, MASS 01086 W rkin lot. II m 12 11 10 9 S 7 6 5 4 3 2 1 RECORD OF SUBSUR FACE EXPLORATION - RECORD OF SUBSURFACE EXPLORATIONSUBSURFACE NAME GATE REVISION RECORD OF SUBSURFACE EXPLORATION /� /� /� �� G /� RECORD OF SUBSUR FACE EXPLORATION /� /1 E M, 11-2.6 �'1\`Tr/�\\T' I\�/r/CJ\�17� 1\T//�\\T RECORD OF SUBSURFACE EXPLORATION L\`Y7 nS�T- 7 /�pD (�,f,(cs. TO �E^� EpnINO Np. OFA PROJECT NO, .On USE No. GEL PROJECT NO. iORING N6 EL fPwFLT NO iORING NO. OFA 7R CT NO. 870124- ( 870124 gDRIXD xp. EFA 8701CT NO. 1 2 3 870124 {/��� 4 870124 {/��y 5 870124 O.T. FIELD REPRESENTATIVE GILES `MDM1EERSIG 1 ISSDONES.TK. DATE FIELD REPRESENTATIVE GILES CNGIMEERING 1 ISSCCINES,A1[ DATE FIELD nEIRESENTATIVE GILES EnDnA:QnG { ISSOCINES.YK. DATE FIELD RFfRESENTATIVE GILES EM1G M1EERIIIG' 1 ISSOCnaES.E1L C ( ) 2/5/07 Dave Mar REPRESENTATIVE (' [�` (� 2/5/87 Dave Marquardt f ��`• �` 215/ D ua tlt [ [[`` ("` 2/5/87 Dave Marquardt pATE Frecp nEPRE rgu.,dvE GRE6 EnOnEERPIG A65ocgvE6,glO I 215/ CDNSBLTRD SDIt Aro IOEvmP11Dn ENimeEn6 PROJECT EDn$BLIInC SDIL Aro IounoulDn EnOI1EEp5 rnwEcr CONSULTING SOIL Alm IO P IOR ENOIICERS niond, E' (�� C 2/5/87 pave Mar uv rdt C [ F['` GDM1SBtiIM1G SDII AI'm 1artoM11lDn EnmEEA6 fnpJ¢cT CDn$Dt1nG SOIL Aro ICNTJM1Tgn EM1OiIEE0.6 Pro Died Friendl is Restaurant Proposed Friendly's Restaurant Proposed Friendly's Restaurant Proposed Friendly's Restaurant Mattituck, New York Mattituck, New York Mattituck New York A Mattituck New York �.rm sxm.`. D n . ,F vm h DESCRIPTION Sn.iow Sw i CE6CP PITON w • N REMARKS DESCRIPTION ule�w Ne a D• m No Ai DESCRIPTION know xa� pl q, w REMARKS a,.",n s.roa El..n�en Ni 9" 9r 9. REMARKS mou•a mp,n El...a•„ s"nm Tvr• qO qr p,wii,e s"n...El...u•. N q" qr Ly w REMARKS DE3CP VTION clew No Ai N _ "m.. ran. w 25.0 w 24.8+ E..,�Ean.a El.,.n•n qu 9r q, Onune CR•P Elwnlm 24.9± ud.w Tvn q" 0. 25.21 _ wd.n rvF• 27.0± md.w irr• w REMARKS .Au -- Note TAU 1 "± Brown f7 ne Silty San i t e tpu -- ± .Dann ne i y an a tpu -- .awn me i y an little TAU ——— ——— I)zgan.f MatteL�TSilty --— .9atlic_tlaiLEr1S➢PS[i111 — __ Brown fine to medium Sand, little 29s 11 z.ss B Brown fine to medium Sand, little zss 9 �a-ttAs l•TDPSOSL) Gravel-Damp Brown fine m medium Sand, little Gravel-Damp Brown fine to medium Sand, little zss B z.ss g 5• Gravel-Damp 5' 3 5 ass 11 Gravel-Damp 5' DISK Brown flue to medtum Sand, little 5, 3s6 13 ss 11 30 Gravel-Damp 39S 11 4SS 14 A'SS 9 ASS 25 466 14 Asa 11 10 SSS 12 10 5.55 B 10 Bss 20 10 6.55 12 10, RSS 15 Boring Tnmm.,ad.,11' Dry and caved at 10' at 0 hours 15, 15' 055 11 15P21 15 ass 10 45 18 .ding Tnmimud at lb' pry and caved at 12.5' at D hoursBoring Tnmixued at i6' Dry and caved at 10.,5' at 0 hours eonng nrmmMm AD 16' Dry and caved at 11.5' at 0 hours .ding Tmminn•a.,ts' Dry and caved at 12.5' at 0 hours Nate A: fin± Brown fine Silty Sand, - little Organic Matter(TOPSOIL) Nate A: 121-± Dark Brawn fine Silty Sand, little Organic Matter(TOPSOIL) O at......RNNdn_f1 wM1J•ddlling O wmr mmu1.1—It wh.l•drllh., O Wnw..countered.,—it wMbanllln• O Wmr mmunmatl.,_It wM1ll.drilling O Wad.......rind At_ft hit.ddllin• O 1Vadrn_hn.,wor"nn O W.nrn—flrtnompbtlan • Wnn n_ftftor ion O Wnrtn_h.tlwmebNon 0 Sho" hnmmPl•non ♦ W.,nat—Pill.,_houn, ♦ Water at—IL dur_M1oun ♦ Wnan1_h,their_Noun ♦ W.W Ft—t ailar_had. IF Wadr at_ fat.—hand, RECORD OF SUBSURFACE EXPLORATION /'� /'� RECORD OF SUBSURFACE EXPLORATION /� /-� RECORD OF SUBSUfleACEnEXPLORATION ioRINONO, pELfnwELi NO - BORING NO GEAPRWECT NO �- cOPINGXD, JECT fi 870124 //��, 7 8No 70124 //.��{ B 970124 /� ,�^y DATE FIELD nEfRE 171 144 GILES GNG REFIIrIG 1 ISSOEINES. Y GATE FIELD REPRESENTATIVE GILE$ Enc nEERmG 1 ISSDCINES,MG OA1E FIFLO REf REiEXTATIVE GILES CinGInEEPA1G 1 EOCINES,IIIC. 2/5/07 Dave Marquardt CC /-• 2/5/87 Dave Marquardt �-• c /�` 2/5/87 Dave Marquardt c C[`• .Rwicr Consumnc SOIL Aro laroxnon ENDIIEE0.5 rxp,ELT CONSULTING Jolt Ano IOUNDM1ilon ENONED� rpwELT CONSULTING -lou Are &MABON EnCENI Pro Posed Friendly's Restaurant Proposed Friendly's Restaurant Pro osed Fri endl 's Restaurant Mattituck New York Mattituck, New York Mattituck New York mnm xe O• ,w S•mo`• anaR v DESCRIPTION vBn•w N 9, w REMARKS Or uDni 6mRbe E�rinan •ew 9, w REMAflNS Omune Su ewe Elrvndn e.0 TFw N 9u 9r p, REMARKS mPIN DE6CRlrnaN 9u pr 30.1± c"ew=e No i N q" 0. 25.0± D D, Band.-EL•.n°" 28.41 serial Trm Tvn. snu ar row the n t-pu -- ate 1-AU -- ——— — — Wsg-Igya W,;RatteBI'OWn fine to me-dt umTlia,T a Brawn fine to medium Sand, little Brown fine to medium Sand-Damp 365 9 Gravel-Damp 2-SS 7 Gravel-Damp 265 9 -SS 7 5 395 14 5' S 3.S6 10 Boring brmin.dd.,6' Boring Terminated At 4.5' Dry and caved at 5.5' at 0 hours Boring T.,min.na at 6• Nate A: 12"± Brawn fine Silty Dry and caved at 5' at 0 hours Sand, trace Organic Matter(TOPSBIL 10' Nate A: 10'± Dark Brown fine Silty Ory and caved at 4.5' at 0 hours Sand, trace Organic Matter(TOPSBIL) 15' 20' 25' E 30' i l 35' 40' V WnommuntnM.,_h whit.drilling V Wnn mmunanM Ft_rt wnlN ddiing o Wmrmmmn utlit In whit.drilling V Wnn.l_h.ncomadhor 0 INI at—ft n mmPlnlen V Wanrrt—h.atmmPinla^ ♦ W.d D—REAR..Jlmn ♦ Wrtxun p_fh _M1oun 451 ♦ WI —ftWIN 1dr_M1oun DWG# STAM EpQndoi TFy SIGu �j aa3U TITLE �' MATTITUCN.Y. (SOUTHOLD) MAIN RCS. - N.Y.S. RT.25 G SOiL BORINGS SHOP NO DATE 11 • 2• NAME: E, M SCALErA. tA, CH. BY H m Friendly • ice Cream • Corporation U 1555 BOSTON ROAR WILBRAHAM. MASS. 01095 z 0 m 12 11 10 9 8 7 6 5 4 3 2 1 NOTES: T�, GRADE P^Rv�Ir�CD NI PRESS.SODIUM LAMP 1 . REFER TO GRADING PLAN FOR SURFACE ELEVATIONS F LOT L_IGI-1�S ` I F f, F Al D NAME GATE REVISION (EXISTING AND NEW) . 0 Ig//r, QTY PER LAMS FIX a' uGRr POLE \ _ �g TVP HIGHT MF6� MODEL ?YP LIAMP rI w.7 `/+/AIT EM 11-267 REMOvs_D SLOPE,P> /��N/{LT yTI LIGHTING �- AccLss COVE - � - NEW STORM DRAIN i EPLP LEP W�CURg• ADD 2. REFER TO SITE DEVELOPMENT PLAN FOR LOCATION AND SIZES -d, w 6-1 Ilj O SYSTEM uo L, FIC'-Ib-1 HPS LU-400 1 400 4-Op --- OF NEW CONSTRUCTION. r 1 'DOUBLE NU- TO LEVEL PI-/-\NT F-� 172 I�1 pl pF UNDER LIGHT LETTs a . _ -----D EXISTING STORI'I GRAIN P>t_p�, WATER- LIGHTIMCa /�I�ouNn r- LEA-rlv 3• PARKING LIGHTS SHALL BE DIRECTIONAL AND SHIELDED. ~ i0 ((�� MAIN ENCASE SAH SEWER LINE J Ib O SYSTEMS INC' FI'C-16y HIPS LD-QOO 2 40U 800 �� souD caour lar acc. - LOT fjVSD LOG. tDF LrJaC}A, 4. SEE DWG: ;y `� z 7771 WITH (d1OF CoNICRETE. LtGNT INC ANcsoa BCLTs ser SETTER LITE r'�EDD, INFO QCGJA J-7 113-o F•\.C;111 HPS LU-Coo Z 4-00 500 II ANCWIT005E LOT LI L,HTS • F{V SD LOG. SYSTEMS WC' f�ovJ n)�Pr�u-f'r A) 386 - ELECTRICAL LIGHTING E CEILING PLAN EXISTING SETTER LINE OF e�/S � o ---S--- EM. Z u-a7 Pv;r, U Pj UT•, : Dr=,IVEwA s B) 41E - ELECTRICAL DETAILS `E1--�: NEW ELECTRIC LINE R�;O, �,IZ� JFs=U L) 416 - ELECTRICAL SWITCHBOARD SCHEDULE `°'^.tt_""' •� LIGHT BASE DETAIL I-SO FORMED P�P� NJ FROp 5. 4" PLASTIC PIPE CHASE UNDERGROUND; SEE DWG.MSD-1 FOR -- sr EEL POLE IAF I'AI-/iV• RJ jD LENG-r V{ DETAIL OF LAWN IRRIGATION CHASE. 10!p„ /OIOW Ems- EXISTING ELECTRIC LINE 'LOPE OF g''P.1. I�uNNINc., r >• - - FRo1.n -TgEn)c.H DnA,ln) To ' -6. DOWNSPOUT TYP. (4) PLACES, SEE DWG.NSD-1 FOR DETAIL. s'-P(NOT TO EXCEED D,VN. -S. WA E SEWER 0 PROr LINE w/TONT. :/` 17EY TELEPHONE LINE 7. ALL SAN, SEWER LINES To BE 4"0 P.V,C., A5.T M. D3034, CRo551Ny ti�Nn FAIL Or ELI PDI If - SDR-35 UNLESS 074EPW15F NOTED. ti OJ BUMOR LIERic fall, -w/�T EXISTING TELEPHONE LINE 5, FOR SEWACaE DISPOSAL SYSTEM DETAILS,SEE DWG. 1t SU-2. ti• u LP-7 / Fj� PAVING -SEE wGU-5 9. ALL DRYWELLS To BE MFG. BY CARLSON PRECAST OR TYP WATERT SEWER GROSSING DETAIL } p - o�Y ory Owc.^sDl _ - RIM 25.03 " 1 m,L - �'-- - NEN NATER LINE APPROVED EQUIVALENT- 4A 1V / 1 ID, ALL PERF-PIPE TO HAVE 21/z" DIA.HOLES,SPACED120°EVERYG'AND N,T,Sr t WV. Ib,63 00 TYP. PARKING LIGHT DETAIL -- SHALL BE INSTALLED SUCH THAT THE HOLES FACE DOWNWARD. L,F,-4"P.V.C- �O - W- -- - EXISTING WATER LINE B o F,r SOLID LINE INDICATES UPPER DT-I,RIM 25.61 O v L,p p --Q NEW GAS LINE &'-4"P,VC. INV, W 17,15 • R� (e Fw INV, @ 2,07 LEACHING PIPE AND DASHED INV, ouT 16.75 O G� FC Y O VTj LIMIT OF LOWER RECOVERY OED LINE INDICA-(E5 LOWER 5 _moo (/� TA7 T ( - G EXISTING GAS LINE (18.15) 1000 UAL. PROPANt GAS '� A/ /( O0 ?R HF •/$ AND LOCATION OF 20 MIL,THK• INV. '� �r 0 . N 4 R =0 VINYL LINER (17.95 TRGHTD SEALER RE GOVERN PIPE TANK ON CONIC- PAID ,o (o0'x 24' • tiFSq\ 'DOST@�S� Sl �F � -° =� INV. 0'.LEACHWG BED ,(, F D R APPeDX, LIMIT �- SL,E 4"P,VC. A/ n� •( OF I FOOT CANDLE (SEE DETAIL) 1 � :004 �A�,'Up wFFq INV. 22.55 /NOTEr \� 1 Ig�F(fc To LF D VIDE INAGE AREA 22,55 THIS AREA IS PAVED AND PROBABLY 2.-I C N ( TRH 2^RV•C, // DOES NOT CONTAIN ANY LEACHING _ + \ 7 TO rF<, ey p���OF R� ® INLET GRATE as r I FORCE MAIN MUST 6E FIELDS TVTCRir-iso 5 FTC, FREOR TOWS / /r y� SJ 'S < � O O n� /' DRILLING WELL. + e P C- F 9 • MANHOLE COVER - 4'-o'I ac INV. /wC N INv 26 5 NFS`FO. FST TYP. 3 N 22,67 / I . C G \ o. IS O2TEF E TYP. 41:x4, �. /+ \ 5T--3 RIM 24.33 T / DW-2.6 INV. U 21.00 / 3 S ELEOW(TYP) Ul O(1 • • RIM KIM / pW-2q INV. 8.83 U�qr INV, INV. LIMIT OF UPPER 60' 52.PER F,PIPE INV. Gq T Q OS NP - AREA 2 S• \ DW-Z SITAYP) 0 \ v INV OUT 20.50 ( _ INV. A,- DRAINAGE 24L,F,-4"PICC INV, 16.83 (18,27 I'-0 22'67 LEACHING BED @0.52'7° TVP. /\� 22.67 r'1, YA/ • TYPE" -+I TYP. GO'x24' = 1440 S.F. 1 (78.56) / q 1G/ } o,ol `I.3 S 62'-O" e / TYPE J I r• 4RIM Fff.bbf GE G YC � L-14 � i � .�� � 11f2N A- - �I NV. 9.00 INFORMATION 111 (BRACKET5) + G LEACHING BED DETAIL NDICATES LOWER SNf O RIMDW-8 ® D f 1 9 AREARAINE 2O V = IO'-O" RECOVERY BED, 0 W INV, 19A0. DE OIL ED R 365 HEgVWDFTV iw°-RErP / • INV' LP 2 D INLET GRATE 4 FRAME(NEENAN � ItDLF12 D1 �4' 4" 12 L,F.-4"P.v:.G. RIM 24.00 3L.F. 4 P.V.G. I"45fry1ALT r+lrcn FaFNDRY L°,) *-_% O„ ' A 21,50 '' ENTRAPCE S,=O.oz • suavncE LrnlRSE N (SEE NOTE BELOW) • 5.= D,OI I EQG IR "FEPIPE ` ) -g I G7-1 RIIWA 2325 DW-8A p INV, INV TIN 2L [TYP b PIPES) 2^ESPN WAT LEVEL,Nr. _- Ar RIM 23,, FRIENDLY 21.5 INV,OIUIF 75 x MIN. 56RICK�' p11- CW0.5[ If)ENSR Q _ mV Iv GAYER OGSPND 12°LAY ER OGSTONG II+IY• IB• `°°RIES 6'N^ •' FE FI R jOfTif RESTAURANT • r.SL.F-4"ll C, R • LP-3 _ II I;, WE[_L TO BE /, • S,=D.oz RIM 24. 5 FILTEAFACRIL ' I pP..ILLED DW'7A+ 4"¢SOLID - mF TRAFFIC TOP FPOR, X"- BLDG. F.F, 24.50 = 8 SHALLOW DOME / RIM 24.17 I6L.F.-IZ"D.I. PLAS, PIPE O �• sr-I RIM123.as RIM X75 z } INV. 18,83 • INV,IN o.ro 7 • L g/ CE (P. INV. OFALL b `\INV• 1803~OI D SR4V.0U 23,61 OTE, / • D\ I AR6WAGE INV,oUT 23,61 5, OO2 .�� / LEACHING POOLS) a < DRYWELLS WITH THIS RIM * ARE TO 1 / DRAINAGE \ / RM 23 o0p 13L.F.-4°PVA. -m g HAVE NEENAH :tR-1676 146 AVY-DUT'( a AREA 70 INV• 19.00 \ • • • LP-5 MANHOLE FRAME 6 SOLID LID.DO NOT p SLOPE ASPHALT. (SEE Pv,NFORLOCAT1oN5) i \ - - - OI RIM 24.7 - DRAINAGE III.-12"D.I. DW-o 4' 9EE NOT #6 DP-1 RIM 23,5 If (✓O 5=o.Ol RIM 23.00 INV. IN 19.89 \ / T O z . 0 GO ❑ ❑ ❑ ❑ o q o o Ara DD ' I AREA (� ® INV. I9.OD / • 1 } �" O 4 INV,OUT 18.553 C D W-I r+1'OTE e LP-4 rc " qq ❑ q o q ❑ ❑ ❑ q ❑ q q q D o DW-GA RIM= 2:.25 5 RIM L3.b, . ;'O /� 1k,61) m " qq ❑ ❑ ❑ o o q o o ❑ ❑ ❑ ❑ o o . 'S• �1 RIM 24.17 1YPE J3" INV= 19 D '- DW-3 io / R�Ni y,a INV. 18.83 L-I-4 D DRAINACF- ® NV, 19.00 N q❑ ❑ q ❑ q o q o ❑ q q q ❑ D p BOT. DRYWELL _ q❑ ❑ ❑ ❑ o o q o q q o ❑ ❑ o ® (TYP') DRAINAGE .1 AREA ® 2M RE/iO / h \TP 7AREA QS 3`LLF-4"IRV,C DAV-4 INV. 18.83 ' RIM 24.25 lo^ nR<oLARFD,TINs .o' \� .�� RM 24,E'� RIM 2z.92RIM23.oO • ISLo.o12..D.1. g-go :J INV. 19.50 INV. 21,58 1 NO 12'-D" DIA. COLLA To WATIUATIp DRYWELL A .1NTO VG SOIL �•-1.15 TYP. DRYWELL DETAIL SEE NOTE Yi5 H-2O LOADIN4 QIE ON �- 6" HIGH-PRESSURE GAS MAIN NIGH-PRESSURE OWGN STA S�QP A(fy NEENAH MANHOLE PRAM LID RIM 23.08 TYPE"b l" (AT. N°, RIr.,e TO 6E SET .DN HIS, j eRl[X (nURSES _ L-I-S �1q _. GAfj MAIN V�¢N-OLL�I, /Dh'�,�G� RE, DRawTREN�H BENCHMARK o OTHK, LAWN 4=uT1_ L rR;,r SAE 6 .') ; 1� 20 LAYER °NC.le DTC. SG- MAIN ROAD - NYS, PT. 25 ° TOP SLAB F ISLAND, X" ON MONUMENT i_o ser vq l-1°aTAa FIINi lS . 2 LAYER °F '"iq ELEV. sTaJE( ; HAW) OVERHEAD ELEG. TELE, LINES `D ' FILTER �Iml1 EXIST. EXIST. EXIST. EXIST. FAEIRI� FABRIC LOMN� P. U.P. 11,E U.P. v r_ E T E T E T oT^-� TITLE T D❑ q q ❑ q q ❑ ❑ ❑ Dq P MATTITUCK, N.Y.. - GREG ❑ ❑ On o o ❑ ❑ Of 0 D ED - STDANYATEfl RANA6EN£NI DRAINAGE AREA Nq.O 'AAINE6f ARG M. © (S O UTH O L D) no ❑ O D D D q 0 q q 0 Bi KNEW TUCK 150UTH0L01 FEBRUARY 1911 PHILIP E. KNSIOL E.I.T. SANTA AREA: 1724.00 IRIS STORAGE A RE001RE4, 5= A C P' K TIL PAVES AREA: 5911.50 zgit AFGAABA RE901AE9, 5= A 1 P' Y 1/12 an ❑ M GOT , OCT q o ❑ o ❑ D D NEN YDAI. , L.I. MAIX ABAD.RTE.45 AREAS AREA: 3B30.4A Aq,t G= 1130,40 ,It AREA AREA: REAM ,All M 5317.9tLOMAS U,itIU MAIN RD. - N.Y.S. RT. 25 G BOT,/D.W. AREA RUNOFF, ]8]8.10 f= 951.60 rub¢ feet re0vire5 AREA RUNOFF: 5111.80 5= 132915 cubo legit requlretl D D q O ❑ O O O ❑ ❑ ❑ D o OflA1NA6E CRITERIA: - - I .00 PAY-YELLS : DSB I SAM XELL : STORAGE M.0 PER CONFINING USE: 2 'RY WELL : STORAGE RA PEP 00NE/AINA q[] ❑ o O [] [3 ❑ q O PAVES AREA AND BUILDING AREA: AONOff-IBB': GAYNEII ID CONSIAi OF 11 Fr, SIAn 1 t'-E" SOLID WALL SINE BLAB ru.il DRYWELL TO CONSIST OF It F1. BIAM 1 I'-6" SOLID WALL SOME 94.40 cult. •,• ILllI AREA :AREA:UNOFF = [Ap 110511 ,Ag 110111II RG 15''0' SOUS MALL RING 30].72 ru.it. 13'-1' SOLID HALL RING ]03.10 rn.R' 25 20 15 ID 5 O 25 y0 75 TDO ARABS AREA: Ruw1FF-lez 13 -0' STOAN OflpIN RING COMM ruJt. 1 5'-9" RICAN DRAIN RINfi 5&.60 ru.il. STORAGE REQUIRED: 3.00 INCHES OF RAINFALL OVER THE AREAP . STORAGE PROVIDED: 17B1.60 CEFE STORAGE PAOVINE6: FIR4.60 CLFE SITE -UTILITIES )J= l =11 DRAINAGE AAEA NN. I ` DRAINAGE AREA NN. ® DRAINAGE AREA Xo.O PLAN STONE(IVt. To 2V2) PAVES:CEA: 350B.AR W,itE fiOAAAE ARGUES: 5= A Y P' Y 1l13 GRAPH G SCALE H-zD LgA❑1 NG COLLAR ARDU D ORVW ELL AREAS AAEA: 0.90 sgit A= 1508.11 sqk RAVEN AREA: 2594.50 BH4115150OAM t AtPAP6E FES A= A Y P' Y TIL PAVES AREA: 5626.150 sgft 510AA6Nf001RE0: f= A Y P' X 1112 AND INTO NAIVE `fill AREA RNNOFF: 3508.D0 Sc 871.11 mho 1001 rtgoved 6RA55 AREA: 510.50 zgit A= spit 6AAS5 AREA: 16119 M E zgft 5307.19 sqi[ DRYWELL DF-TAIL AAEA AWNOFF: 2145.00 S= 96.45 tub,, feet rmv,j AREA ALIOFF. 5197.40 S= 1346,E5 Etb¢ ,set regmretl USE: I DRY WELL : STORAGE PEA ADE/RING ONE: 1 DAY NELL : STORAGE PER❑XEIAING USE: 2 DAY YELL : STORAGE PER KI SHOP NO DATE 4-17-87 GAYNELL TO CONSIST OF 12 I'L TIRE I I'-8' SOLID WALL SOME ALAE ru.H. DRYWELL i0 CONSIST OF 12 Fl. AIAM 1 1'-9' SOLID WALL DOME B4.80 ru.ft. ORMELL TO [011561 OF 12 F. DIAM 1 I'-P HOLES WALL DOME 64.50 ..ft. SOL10 WAIL RING 392.70 m.ft. 1 3'-P SOLID WALL RINE 317.70 cudt. 11'-0' SOLID WALL RINE 102.10 cu.ft. SIOflM'MIN RING 504.69 ru.ft. 1 5'-0• STORM DRAIN RING 504.60 ".R. 1 5'-P STORM GRAIN RING 504.40 ..ft. NAME: G.G.L. ORAGE PROI 1.31 STORAGE STORAGE VIDED; 17BI.60 51DRAINAGE AREANi.a) 9sglt CO.Fi. STORAGE REQUIRED: 5= P-Y P' I II@ PAVED PER: 5sp1[D N.L1. STORAGE pf116E1: 5=p 1 P' X TIL PAVEDAREA, N.. 8sgil CO.FL 56AASE AEGWAEG: S= A 1 P' Y 1114 O FRONT REQUIREMENTS o" DUI SITE DATA SCALE' 1 = 201-01 O O O BUILDING 3597 SQ. FT. CH BY /��� H PAVED AREA: 1114.09 SIDE P(OT (TOTAL) 43778 SQ.FT. WORK RE : 0.50 s 4t A= 192.1: s It PAVED READ 1216.0E I'll, A= ARRAS AREA; 5214.00 sqk A-, 2939.1E spit RA P A p q 0 3916.60 snit PRG flONOFf: 8939.I0 6= 2214.05ruNr Leet rtgbrtetl AREA AONIDFR 192.49 5= IAPB,vhAr legit regmretl AREAAUXOfF: 5946.6E 5= 1486.65 IME Veet regmretl 25'- -ou Friendly SiDE J PLOT (DVLPJ 49953 SD. FT. lee Cream WELL : STORAGE 0.0 PER ODNF/AIN6 USE: ONE CUA: INLET AND 2 DAY WELL : STORAGE PER GSNEIpIN6 REAR PLOT (PAVED) 29637 SQ.FT. ® Corporation IAYNELL ID CONSIST OF 12 Li. SIpX 1 1:-1 SOLID WAIL NOME B4.e0 r,At. HAYYELL'TO CONSIST OF 6 FT. SIAM 1 O'-0' SKIDTRAFFIC TDP LOW cu.R. DRYWELL ID CONSIST OF 12 Ft. 01Atl 1 I'-B" SOLID XALL RINf 02.00 rt.a• 25'- 0 ° USE: 1 SqY WELL 1 Ai00AAE PER SHIPPING USE: 1 OflY 1 ]'-0' SBLIS NAIL RINfi lA4dA cu.it. - 11'-A' SOL72 WALL:INA A9.IA ru.lt. 11'-9. SOLID WALL PINE 102.10 ru.k. fRS'hBI�RIS' 1 5'-9' sr4pn GRAIw AINs 501.64 r�.a, 1 r-6. 56AM DRAIN RON 74.20 U.R. 1 5' STORM DRAIN RING 581.69 .At. -/ 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 STORAGE PROVIDED: WEAR GET, ' , STGRASE:PROVIDED, 167.50 DUST, STORAGE PROVIDED: 1792.69 DUST. PARKING RCF CARS NAME DATE REVISION ' CLSTGPON cvSTo✓LS os oE.P Towr✓S"viP vF SOUTNOLD �T1�P/CGG fO.P dLL ST.PUC>URE�J P.PEC,aST.PE/NF27lY E� C49T/,PYJ/✓CO9TU✓ CONCPErE C.S'/MNEY /Z¢"/NS/JE 06C - CGSTGPO/✓C45'T/NGdSf2".4' G"PEc•AST2E/.✓�•F'fEO TO r,I/NSN/P OF OUTH OLD,LD. TOi✓iYSN/V OF CONC,PETE CN /NS/LIE 0/d1.d KE✓23.50 ELE✓sEER'v,Y coNc, fC,EY 23,45 fGE✓ 23.6 _ \ 0 PAVEMENT WAlk ' /N.V-//_=• FELaC/6✓✓G/N_E3.S25 \Q g/ ..�7A.6 d`/U, r�< /i-o �_ Y_-_-_IL4_ •r,°; ra ' , . =:__!_e',l--= ' ' r e._i'..'.2.�/Vv� ✓//2 0. 5 /3 -4"RVLd? 2zi7! 0Z % ,¢ ih• BO 0. /ir . ,_v°V.,,H� LEI.C•I N1/2 8 8.$ N'Goi�a�•° oo>CEc+, %1L I r/Ek- 'e�J /0'4P/e1. c EYE•P e T,PVP L y + N �� 80rEe N /00/d / SEAT/C TA/UK ql SEPT/C T4 .0 �.orE;c Ec _ - /✓erE,P E< _ ti /$ /$ PE,NF P Eo " DIP- l" DIST2IBUTION POOL " LP- 1 THP_u LP-(o" LEACHING POOLS I°o ii/i i///_1/"/i /i.✓i.�di/s - r - '=i . /si ar _ r viii ,`0 I GT- I GREASE TRAP ST- I " ST-2 CA70S5V c.9e '7WAI -- q'PE.PFO,POTE� SE PT I C TANKS �S'T�JNGZ4/PO �SE�T/C 3Y.572F F C,-/TCNE/V WG.472F�? / (=1-------�h ' ter" L,e ✓aGk,_1- NOT TO .SL'-aGE Q'"ore"e1O2 PE / O O/G •5'OL/O P/PE ) � •r---� , ," e- /o'o%o P.P6CvsT 1 I I- - --I I � 4ca/ I O - - -2"Ir.OL COWC.PETE Tp/1I/,C' • - ZL2'rE6 EXCO/V UT/� _ i- C/M/TOF o - ,, EcE✓""25.5 E \ ✓ /" ✓qG✓E u, _ xcA✓arioN -d IF--------Ir' C'¢STrRO/t CGST/NG os FE.P - Z"C.NEC.f' ✓�L✓E _ \ _ -- NEENGH ,P-646/ G» TO wNSH/P OF SOUTH OLD - Hyl \ // OK .dPP,PO✓EO Equv�CO✓E.P y II l 'T✓P �I 4'TYR / a'rYP o'rry 4 'TYP / 'rry +\ (SET /" ABOVE GRgDE) fRG✓/Gtr L'✓,r Z \ II FPECGSf EGVFOEL�O CLs'T/PO ✓ C/5T/N; 4S GEP C q/N CONC.lETF C,4/,NNEY rOwNS.'//P OF SOUTNOLO P�'ECtIST PE/NF'ilPCEOENE� - E4"6✓S/LL'O/� (SET /" ABOVE GRADE CONClET6 CN/MN.. +' C dCr do ECE✓ 25.67 Q FOS, E<t>T•�on/C.eST/r✓Gas'i�.P F � O O O O Ih , row.✓svi�oF SOUTHOLD mi/V22.67 /+'✓22.55 - ---rrrrrrrrir/ 9 . 1-6' B/ CO ✓ENT /l✓ ¢"• FE•L'Fo.Pd TEo P/PE= _ - -V� O/4 rco4Js .v Ye,v FORGE MO II _ +-rr ' _ /i-: .y_ 'lam-/1/= _ s J-3d LS�F' a 1'p,✓.0 �$EE 2./ �-a� 6•.1F /4.. ///G" t✓e 5NE0 GPe✓EL V/N✓G `:e / ai/= /�" _,"" E4✓ 26.LO fB�PS BOC, of CCN Cc-/�'N of L/HER STV/NGE9,9 r / / /cd CN weY fC 6✓ 25.$Q r=RCE Me/.✓ LOMP�C TE!' CLEd/✓Sd NV `f SC Q�MPSE Op aNO G,e4✓EL • :vi of ve•. I 'Tr` ir 4"/✓L Prv. N IL PAVEM°NT _ _ r' r �C �R-' -2'YE • rV,['AFi F11m' 1A45PIc /'TYP \ ✓/NYL - ¢"PE2F0F4 TEO /','oc s�L""E 6'oid sono o/a[C Ni>POT,sN ,GEM//aL Td NK N /O/Q •1N Z -ten 4O✓C • f, ° T I.° - 2CNECK ° / / 2- -•: .i,-.,.._ - " 6•P✓C 6'i0(ORo55 ;' /O O/d /N✓, /8.58 •.• / /i/i•` r_ //rte - 8=ll o✓C w, --- -/- --- LI O ✓dc✓E E 6"OF 3' / " b/QSNEO /N./ , rH«eoso no F/NAL LEAGHrNC POOL ' Nx,/a,/ 2pM/L covriNous 4 /�z G•Pe✓EL 79 .as k In T 2 /✓C FOPCE/�•VN ✓/'vYL L/NE,e 2.o% 7.75 ,;_I � Z Ec/N✓. $ �PP.P2/0OV"P/OE C'POOEOfOMi'1CTE09U.PFAC'E (pLiOPNET.PUVSC/N/bGO,PN SN✓dc[L 4Mcd•>KE E ALNZO"XrNSELN rNNsrTeHccE G rSMUELSI'NTOUNRE LroNvJO/L - -a. y•,' _ 4?BoYTC •. L 5 @zrNV%O/�6 e' "� f- ID 244"O ✓ 4`4E_ ~Y4 TO PeSS rNE42E /N 00 ➢ STEEL woS //•752/.2$ P -0r TON /NG //✓EP L GA L wc> u/6[L ENT/•PE C NEC T/�'•✓ ..o. .. . - /9.2 oE- SBr/[Ncs'rw.d/OPGs VncLr A/•PsMT4 "PT •� ,i e TANK TO �0 , TEOCONC L�P,•-sv7'v .L./_C.A�-C/iµ/_N/G- POOL PiiZc /o' /a OE/V/T.P/F/C,4T1011/ SYSTEM ✓/TN yYO<dUL/C LGMENr TN4PCieL -SEDT/C � 7TOR ePP,Po vEO 64UaL yJOP EC 97 (.eE7T,e00r✓/ W.ATE� QE/NFOPLE7 CONCPET6 coNL .Pi�G '� aFP/4'-/'/<"wesHEV GPe✓EL• DWGq ST S\S o�ISFESSIObH/fy�y �c /6.40 PcnvPlsJ o.i NOT TO ,SC..4GE vv 0 • .p . . - e, E /5.73 go>TO,.aSewage Disposal System DesignDENITRIFA71c* TANK Oros e e ' -GONG, BASE Pump System: stem: ,° Design Flows Pump 4 times per day. 312 gal Ions/dose - Friendly Restaurant, 125 seats Pump Basin Use: /g311 ' " 5' diameter pump basin O OF 'N Rise and fin basin H =-2. feet . T//f F $ He 13 tF• Restroom Waste Flow = 125 seat55 x 10 g.p.d./seat Elevation Head = 22. 7- 16.40= f.27 feet = 1250 d. Friction Losses- Kitchen Waste Flow = 125 seats x 20 g.p.d./seat 2-90° ELL.= 2 (5.59 2 V Pg _ I VC - I QZ =2500 g.p.d. Check Valve = 13' TITLE Gate Valve= L2 ' P Leaching pool system for Kitchen Waste Disposal Equivalent Length of Pipe= 8' + 25.2 ' = 33.2' ST- 3" SEPTIC TANK PUMP BASIN VALVE CHAMBERMATTITUCK N.Y. Design Flow, Q2 = 2500 g.p.d. Pumping Rate = 65 9•p•m• � Friction Loss= (3.5 Ft/100F[.) (33.2 Ft.) (SOUTHOLD) Grease Trap: Provide For One Days Flaw = 1 , 16 Use: 1-10' diameter x 5' liiquid depthElev. E Friction= 7.4 @ Q =65g•p•m. 2938 gal . capacity > 2500 gal . MAIN RD. - N.Y.S. RT. 25 Pumps: Septic Tank: Provide For Two Days Flow Use: 2 - Goulds Model 3885 WE03M Effluent Pump. Duplex Use: 2-10' diameter x 5' liiquid depth set up. Switch Control , A2-3 (Alarm, On , Off), 5876 gal . capacity > 5000 gal . Pump Control A6-1012. Tanks to be placed on common poured in place Slide Rail System A10-20 . SANITARY DISPOSAL concrete slab. Dentrification Tank: PLAN Leaching Pools: Provide 1 .5 g.p.d./S.FF. or 16675.H, Provide: 4.5 Ib,/g.p•d. of Sulphur Use: 7 -12' diameter x6.5'ligluid depth 4.15lb,/g.p.d. of Limestone RIS S.F. provided '>1607 S.F. Volume= / d. ) (1250 d. ) / 90 p.c.f. (9 2 0•P• 9•P SHOP NO DATE 4-17-67 = 125 cubic feet Denitrification System For Rest Room Waste Disposal Use: 1-6' diameter x 4.5' deep = 127C.F. NAME G. G. L. Design Flow, Q = 1250 g.p.d. Final Leaching Pool : Provide 10g.p.d:/S.F. or 125 S.F. I 1she: 1-10' diameter x 5' liquid depth = 157 S.F. SCALE N T.5, ' Septic Tank: Provide For Two Days Flow CH BY Use: 1-10' diameter x 5' liquiid depth 2938 gal . capacity 7 2500 gal . /�, . I {� � Friendly Leaching Field / Nitrification Process- /�_ �j��������/QJ�J� tee Cream Provide Ig.p.d. / S.F. or 1250 S.F. V/{fiL�`�o Corporation _ Use: Field 24' x /o0' �tr 1440 S.F. Provided 1855 B STON ROAD, WILBRAHAM, MASS. 01095 P r ( 12 11 10 9 8 7 6 5 4 3 2 1 NAME DATE REVISION PLANTING SCHEDULE \ \• E- n IJ-2- 57 REMov� g�ovEo5au�Lt KEY QTY, LATIN NAME SIZE COMMON NAME TYPE TjEPL�oE� MlEu, nv� I I ILEX OPLATAcA (MALE 5 - G' AMERICAN HOLLY u 'I u MULCH LINE 'LnNT� a nT I'EI� 2 9 -rAXUS CUSPIDATA CAPITATA 3'-311& UPRIGHT JAPANESE YEW UP21GHT +3L0�• � /�I�OUND �'�SAKltilb LdT. >;vsr� ISL xh T I`l l ;f 3 X 4 + 3 $5 PAGHySAN DRA TERMINALIS 1-YR-FUT7ED JAPAMESE SPURGE � 1„-� EDGINC7 nROUNp O�Lp(�. RV51.� n ¢ 10 ILEX Y-SARCAV�iTA. CANVEXA 11�''PJI” 6oxLEA� HOLLY Ne ih f�L/.�UTIN( �iC1{rL>JU n 5 16 TAXUS MEDIA NIGRA Ilj'• P�4" DARK SPREADING YEW GLoeE E,M. 2- I-e� RVSD. . C�17- VY07' QVCUbP�CGTS, G 10 RHODODENDRON ROSEUM 2re 3' RHODODENDRON UPRIGHT900 I al P sD. OI : o� GUPN I� FP.ONT of 13LS>G• ADQ (5)' 'I 7 10 ILEX GLABRA 16'-24" INK6ERRy UpR�IE hEM p 9 AT sI -N RvS1D g to PIF-P-05 JAPONICA 14 - 24" JAPANE5E ANDROMEDA u RIGHT solL LI Ne PL�NYINC> scNEDU LE 9 7B JUNIPERUS DEPFE55A PLUMOSA 2'- 2%Z' A DORRA J ( PER SPRSAD 10 11 RHODODENDRON "PURPLE GEM " 18"-24" RHO Do DENORoN ° T 11 Cn JUNIPERUs-.' NORIZ.ONATky-7 1-4- Ian BLUE_ RUG JUNIPEP. °rPRFA.D \ �'� DETAI L - THUOk�yO�CCCCNIDARUM 1IR . 21j2 -'°��'• C!\L. ^-�U CSAR MAC�L.E_ ARVIT/APu Biz / NO SCALELZ 14 F 13 ¢ 4\CEA 14 Ar GLEDIT°71ti TRIC.AAITNCXi INERMIS 9-lo TNOFi1JL.ES`� HONEY LOCA`fC — trr1V� p /I _ RO � qp NOTE PLANT SIZES INDICATED ABOVE ARE AFTER SHEARING AND PRUNING 12 4 • I a * 1 SEEDED 3 ,.* LF_nc.H1NG � I rN4 n + C K x k ' 9 5 �IZ r SNpD C� / B -E K X X 9 xxxx / 13 0 F d K xx K Xx x T � 3 Q r l,/ SEEDED , FRIENDLY ` 2 e RESTAURANT 8 ¢ ° X BLDG. 2 q % S 5 X t 9 10 PERIMETER PL.AIJTER°i To '' * ) / 85 % RECEIVE To LAYEr+, GF CRUSHED STOKE 9 2 I l I�r2 MAX.) ON (2) L/aYERS Or T 7 + 2 S 2 2 8 TUO 2 I EMIL THK• PoLVETNYLENE, 5 }T� x Z 9 / E e x K % x a < KxX\ /,. 19 x x x xxxx 53 * \��G� x '5"4 ED94 GING+ 4 14 9 x % ' 3*4 EDGING K % X % xK _ _ ESTCD K % X N I3 IF Lj DWG# STAMP �QppFESSIONggF F 5 SSE �` I.I. rays y6y MAIN ROAD - N .Y. S. ROUTE 25N LM I 254 311 o �FTH A s TITLE } - MATTITUCk{z . N.Y.. NOTES ^A /� r (SOUTHO�/LcD) 1 . UNLESS OTHERWISE SPECIFIED, Ag,L PLANTER AREAS WHEFRE NO CURB OCCURS 7. OMITTED 1Y1/'11N_ RD. — N. I .V. RT. 2 G TO BE EDGED WITH 3 X 4 LONGLEAF YELLOW PINE TIMBEFRS . ALL LANDSCAPE TIMBERS TO BE TREATED WITH MINIMUM CCA .60LBS. PEFR CU. FT. AWPB STANDARD AND LABELED AS SUCH. ALL CUT ENDS TO BE TREATED WITH S. PLANTS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK, 25 �o i5 io 5 0 25 5D 75 ioo "CUPRINOL" OR APPROVED EQUAL. (APPROX.851 FT. RECQUIRED, SEE ANSI Z60. 1-1973 IN REGARD TO SIZING, GROWING, AND B&B DETAIL "A") . SPECIFICATIONS. LANDSCAPE PLAN 2. EXCEPT AS NOTED: ALL PLANTERS TO RECEIVE 3" MIN• TO 4" MAX. LAYER 9, •THIS ARFP. TO 6E SEF-OED WI-rA R'(E G0.rrS3 CRO`Nn1 VE--TCA- GRAPHIC SCALE OF BARK NUGGETS (SIZE 1/2" - 1" ) • 3. TOP SOIL TO BE PROVIDED BY OTHERS IN ROUGH GRADE ((WITHIN 1" OF SHOP N0. DATE 4 - 17-87 FINISH GRADE) FOR USE BY LANDSCAPING CONTRACTOR. NAME: G.G.L. 4. EACH PLANT TO BE IN THE TOP OF ITS SIZE CLASS AFTIER SHEARING AND PRUNING. - O .YARD REQUIREMENTS SITE DATA SCALE: I"= 20'-O" FRONT 35'-0" BUILDING 3597 SQ. FT. cN. ev H 5. EACH PLANT TO BE FREE FROM DISEASE, INSECT INFESTIATION, AND �l �/J m MECHANICAL INJURIES, AND IN ALL RESPECTS BE SUITAIBLE FOR FIELD SIDE 25 -0" PLOT (TOTAL) 43778 SQ-FT. PLANTING• 25'-0" 49953 SO. FT Friendly 6. ALL PLANTS TO BE FULLY GUARANTEED (LABOR AND MATEiRIAL) FORA SIDE PLOT (DVLP J Ice Cream PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OFA' INSTALLATION. REAR 25- Q PLOT (PAVED) 29637 SQ.FT. resrtsrae�. ® Corporation = PARKING 57 CARS 1855 BOSTON ROAD, WILBRAHAM, MASS. 01085 m 12 11 10 9 8 7 6 5 4 3 2 1 STABILIZED CONSTRUCTION ENTRANCE \ DATE REVISION BTRMv BALE DIKE 1101 IO {COIR \ AME E.M, 11-2-07 REMOVED 0iLDVF_V ASPHALT rtvw 5•+1• STANDARD SYMBOL KEPI-f�C-ED W�ct)P�Ru, ML al A \, A,`iG PL/-vNTEF. A,T REt�P. . : '�ONEnrIcu FACEEXISTING `._ \\ -%Y' G L_I cc n.ROUNO 50'rel.. Y � . PAVEM NT �, \, PhSSKI hI'^.� LOT. r�.V'z'p BEDDING DETAIL ' Fillo A \ \ GRf�11V cU f�CC.ORLDINC>L'( n CI•th PROFILE MOUNTABLE {ERM STANDARD SYx•01. (gpll•ng 3 \ R E.M 12-11'67 RVSP -Sao— EdFtln prdundSD \ $ f1v5D (`.URT'I ILS I�ROQ � Or 'm10 \ � \ 161-1%1419 - JIPA \` \\ ^��• ""µ• 9'mXISTING �\ ANGLE FIRST sneE rvwARo = ••1[ t`" :'•' 10'EI A VEMENT nREN0115LYLY0 FACE ` elle y 'A., Flow - � PLAN VIEW \ O MXMD BALES PLACES ON CONTOUR ff I( 2flE-BARSSTEEL FICIIElGOB 2(2'BnKEE �1y 1i— 11/2 T1 2 IN GA(I STAKES MI CONSTRUCTION SPECIFICATION q\ WIT.BALEE. •' �- 1. Ston• Flt• - On. ]• Ston•, or ndalad or seeYd•d oomssG •Ru1va1•nt. ]. Length - a required, but not ler• thm SO But 1•Keat on • dMl• cul- N 4 \ ANCHORING DETAIL cents lot where a 30 foot minlma length mould Apply). }� O ❑ISI I TIBI 0'F FI ATIM 3. Widthnu• . Not nus thin FSK (F) !nota. D •. Plitt - Ten (10) feet tlnlma, but net leu Nm N• toll width at \ 1U D Points Clot• !ogress or agrees cerate. 5. Filter Cloth - Will be placed ower the emirs ease dance to Placing Of acne. O O 1, &LES TIGHTLY FE RICER AT RAD TW W A ES. OR M ll£ Cprt01M AND IN A PoM NIT. Filter will not Al required On a tingle golly N.Et.dnt• lot. N'•' FT1e5 rIN1N.y NUrfING THE p111Aa3Nr BALES. 6. surface Pa•e - All otfeee liter flowing or dlvotbd toward eoMtevctlon 2. 601 OAIE NWLL BE EMMEIDED IN THE SOIL A MINI"OF (4) (NOES, RID PLACED W at[•nsea •he11 piped across e otnMs. If piping 1. 1mp[aotlod, O THE SIBLINGS ME WRINRIAL. • moun[atL M NLI term with 511 elope will We permitted. ). Melnt.n.nr. - 1%. entrance .hell b• ednaln•d in . condition which Will In, \ 3. Bus SMALL BE ESE KY AVCHORED M P E BY EITHER TWO STARS OR RE-SU . uum- RS ORIYEN event tucking At flowing r1 ..di onto public rightaf-way. This may / TORSI THE BALE. INE FIRST STAKE IN EACH M1E S1W1 BE OREM TOKYO THE require periodic top dressing with additional .tons a conditions dem..d 6 D0 \ \ I RIEVIWSLY LATE M_S AT AN"a TO AMM TE BALES TOGETHER. STAKES SI BE and repair end/or cleanout of any awasurss used to trap sediment. All k DRIVEN FWSH WHEN THE SALE. sediment aFilled, dcapped, Wanted of narked onto public Eighth-of-way ..at / 4. INSFE[rIW NNIL BE FlIEORTit AND REPAIR IEPLMIIIIRL SIAL BE YP31E PId7WILY AS e• removed lmmedi haly. O �� QED. F. public - hts-oe shall b nwashi to serequ red, it hdoe to one an a onto are 0 public ..ghath away, Mdse athinp in inqulr•d, St shall di done on •n oto ti0 5. &J-Es SMALL BE RB1NID NEN HASE HAVE SENv'F➢THEIR USEFULNESS WAS HOr TO BLOCK dulllt•d with Flom and wM1ld d[•lv note m APp[w.d sediment top pin8 OR IMPEDE STORM FLOW OR CMINAdE, chic.. __ — 9. Fotlodlc Snepetlw aN needed ulntmmm thein W F[wlded F[Ns sseM1 seine R , \., snxvu0 nRiYING STABILIIED COXSTBURION {finder.. ♦ j �u@:. � \ STRAW BALE DIKE ENTRANCE DrFwln / \,Q •.: sew-1 == -• o 01 1 1 r 1 - O ai:" n�rx.• • ho N� p e . D \ P /N O FNT i ti 1 FRIENDLY \ / RESTAURANT \ X" - BLDG. v i %' j 1 FIN. FCR. 8 24.50 / o / o. ` N � V O Y L D 1� �= E so LEGEND �. p.DO z - - - FX T _ / I- . IDo.00 FINISHEDGRADES a = — - ---- - - _ - 24, - -- -- - - - _ _ - 2_ OJo- - annew SBD_ _ STRAIAI BALE DIKE — SBD sec sec 2 •o0 2 Ogo sBD -� 9 BENC � t l � RK " x ' oN MCnl� lrn3nlT DWG# STAMP %%%RSS1Uv4j ggKks:<:qo>p:a:<:.:<•:::<.p •;,AN•A,Nn,NN', STONE CONSTRUGTIDN c-. E -= J. 25. 10 E4 fHGi f i`•i # i# ?: i ; -EX I _ FSLACKTGP ::z>:::ai:::;:::::z:f£;3:;r«...,. ENTRANCE sl-IOULDE� J re' <0 so A sc MAN ��GA� [3 N , i . S . I, T, [� -1 - — - 22 24- SEDIMENT 4SEDIMENT CONTROL �- =x1= gLA'-KP Stio�l_DEf� - TITLE A. TEMPORARY MEASURES ' MATTITUCK, N.Y.I . CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE. 2. CONSTRUCT PERIMETER STRAW BALE DIKE AROUND LOT AS SHOWN. NOTES (SOUTHOLD) 3. OMITTED- 1 . STRAW BALE DIKE AND STABILIZED CONSTRUCTION ENTRANCE ARE USED ONLY MAIN RD. — N.Y.S. RT. 25 G 4. COMMENCE GRADING. DURING CONSTRUCTION. 5• INSTALL UTILITIES. 2. WRITTEN NOTIFICATION SHOULD BE GIVEN TO THE DISTRICT PRIOR TO THE START OF THE LAND DISTURBANCE. 25 20 15 10 5 0 25 So -- SEDIMENT CONTROL 6. COMMENCE BLDG. CONSTRUCTION. 7. COMPLETE FINAL GRADING. 3• TEMPORARY SEEDING PLAN 8. INSTALL DRYWEL.LS. ANNUAL RYE @ I LB. PER 1 ,OT SQ. FT. 4. PERMANENT MEASURE SHOP NO DATE 4 -17-87 9. PERIMETER STRAW BALE DIKE TO BE REMOVED AS FINAL PLANTING IN PLANTER AREAS AND PAVING IS COMPLETED. SOD: SEE DWG. L-I FOR LIMITS. NAME 6 G.L. YARD REQUIREMENTS SITE DATA SCALE I' = 20'-0 101 STABILIZED CONSTRUCTION ENTRANCE TO BE REMOVED AS PAVING IS O COMPLETED SO AS TO PRECLUDE VEHICULAR TRAFFIC FROM CARRYING 1�- FRONT 35 -0" BUILDING 3597 SQ. FT. CH BY H on SEDIMENT OFF SITE. 25'-Q" - SIDE PLOT (TOTAL) 43778 SQ FT. 251 0" 49953 SQ. FT. Friendly SIDE PLOT (DVLP , ) Ice Cream REAR 25'- 0 " PLOT (PAVED) 29637 SQ. FT. ..adFv.a�r Corporation PARKING 57 CARS 18 BOSTON ROAD, WILBRAHAM, MASS. 01096 II * 1%'H.ILGALVAWZED STEEL 261{,'O.D.X W-0-LONG GALV. TDP OF PAVEMENT NAME DATE REVISION 1' I HICK PIPE TOP RAIL (TYPICAL) SYFEL PIPE LINE POST (TYPICAL 4' O.D. GALV. PIPE W/TERMINAL 21' O.D. GALV, PIPE FINISH COURSE 3'-0' 2PLACES) CONCRETE CURB err�sH �N� �M. Z-1 1-6-7 Aran cao(, euFr3 ;� L 04. 1 �� TO OF LOAM POST CAP EMBEDDED IN CONCRETE FRAME WELDED (TYPJ _ •9 GAflAIL TIES CONCRETE WALK 1' TYPICAL, ABOVE _�RaDE pAp "% s STEEL FINISH GRADE N (,p TENSION BARS — __ _ - - _ - _ _— I - - _ - - -O r - �._ °' .•- e. f FABRIC 1f1E5,I2'O.C. 3'O.D.% B'-B'LONG i6EW iLLt 4� GAILY.STEELPIPE 4' IiYPICAL 2 PERCES) .� — - - COMPACTED •6 GA.TENSION uIPEE WITH MOORINGS, f STONG.(1/2 STEEL TENSION 2'-O'O.C.RYPICAL) r-01,LAYER ' O II/h' THICK BAR BANDS GATE LATCH WITH •9 GA.VINYL CLAD GALV.54EEL N1AE BASE COURSE 2'X 2'MESH, GDLO°DARK BIROWN, 45 DEGREE PROVISION FOR PADLOCK 4 TDP AN eOTTon BE To BE ELBOW 4- PLASTIC PIPE m SECTION KNUCKLED 95L COL OF TOP OF MULCH `Hr DENSITY - 951, COLOR:BARIK BROWN, NOTE; SEE N•T 5, ASPHALT PAVED SLOPE SECTo 1 I TYPICAL FENCE AND GATE. LAWN IRRIGATION FCHASE AT 5 FINISH �1�1 TYPICAL FENCE DETAIL ,3 ® GRADE SCALE = 3/' = V-0' SA 1 SG 1 GAS TANK ENCLOSURE ® CONCRETE WALK & DRIVEWAY 0'W X 4' 0'LG X I' O'DEEP TRENCH - FILLED WITH CRUSHED STONE _ 24.50 24.00 NOTE: ALL POSTS, BARS, FITTINGS SCALE 1 -0, TO BE GALVANIZED STEEL. r ice , FINISH � 2h,5o - - - - - - - - - - - -- - -- - GATE LATCH ' ' ' '- - - - - - - - - - - -� - - '- � - -�- - -'- - , -� ' ' GRADE DUMPSTER PAD MALLEABLE IRON IBB DEGREE SWING HINGIE i i � CENTER DROP ROD TO BE i i i i i i i - - - ' MOUNTED ON BOTH DOORS L O.D.GALV.PIPE W/TERMINAL 2�J'O.R GALV.PIPE �iHCE O; r' OST CAP EMBEDDED IN CONCRETE FRAME WELDED [TYP.) %EE IIJyco v �oTL. 1 14'-2' 1, z� �5 NOTE: TALL O BE GALVANIZED BARS, FITTINGS MALLEABLE IRON 1BO DEGREE SWING HINGE e 6'-0' .�. B' O _ FRONT ELEVATION SECTION e SCALE _ ' = 1'-0' SCALE= 11-0' HANDICAPPED RAMP DETAIL � 5 FINISH GRADE SCALE =I/q' = Y-0' SA 1 SG 1 ;__�L TEMPLATE POLE MANUFACTURERIED5' 6' 4 6' GATE LATCH WITH L' JI Y GATE , , !i ,PRov(slonls FOR BY LIG2, 4' DIA. PIPE SEE®2 PADLoCR (4) 3/4'X 30'LG ANCHOR BOLTS 4' DIA, PIPE TO BE SUPPLIED BY CONCRETE n b ° VTC. 9'-6" — CONTRACTOR. _ _ � ' 9T FRONT ELEVATION 12 FORM WITH SONOTUBE, - -- - -- - - j- - -I-_ _ - _ _ _ _ - - T9 -_ - - _ N.T.s. REMOVE TUBE WHEN -_ Q1_ �; ( i - - - - -I ji - 1 CONCRETE IS SET 2'-0' ril 29 NOTE: SEE DWG. SG 1DIA. o j 4' DIA, PIPE° FOR LOCATION 2'E10' IVIEW 19 1'-2' - � ' 19 n j li 2 X 6 FRAMING M d- - - - - - - -- - - - - -- - - - - �0- 1� 1 4' DIA. PIPE ALUMINUM I' RAO. 3' PROJECTION JOG FROST WALL AS SHOWN —► CONC CURP� DETAIL � e 2' X3Vz - - - - - - - - - - - - - - - - - i - - - - --- - - - - - - Son DOWNSPOUT j / e PLASTIC SIGN 4' DIA. 6' DIA, CONCRETE FILLED o I SECTION 7 DOWNSPOUT FIN. GRADE PIPE PIPE, T'-0' LGa, EMBEDDED �� 1 7 8'-O' LONG m c� SCALE= " = I' D" ADAPTER 1° DIA. CONDUIT IN CONCRETE �' 0' DOWN y /a CHANNEL POST 2 (TYPICAL 4 PACES) FINISH GRADE FINISH GRADE .i n j �1 1 1 j in FINISH GRADE 3' O.D. X P-0' LG. PIPE j5' THICK CONCRETE PAD 2' 0" I'-0' — _ O / SET IN CONCRETE TO WITH 6XG 10 / 10 STEEL TROWEL FINISH I - O o �— 4' DIA. PLASTIC i G, RECIEVE DROP ROD 4' DIA. PIPE o 0 ji DRAIN PIPE TYPICAL SIGN � _ _ _ _ _ _ __ _ _ _ — _ _ _ _ _ DOWNSPOUT DETAIL — _— . _ - _ _ _ _ _ __ __— _— _ — _ — —_ — _ —_ — _ __ _ _ __ — _ _ _ _ _ - __ COMPACTED STONE (h' TO %' ) t SCALE : I' = Y-e' MOUNTING DETAIL PARKING LOT LIGHT BASE 1'-O' LAYER o NOTE: 4' DIA. PIPE I I,_0'-JI SEE DWG. NO. SU-I FOR LOCATION SCALE : ' = 1' 0' SCALE I'-0' SECTION 3 APPROX. 2' 0' ----APPROX. 4'-0' 2 3 6 I ( PITCH TO GRADE ) TAPER TO EXISTING CURB SCALE : /�' _ ]' 0' 4' 0.0. X 8'-0' LG. PIPE DIMENSION FINISH VARIES, SEE SEE SECTION B GRADE SITE PLANS EXPANSION FOR DETAILS EXPANSION SEE SECTION B 5' 0' JOINT JOIN JOINT FOR DETAILS REST.N0.1 DATE I LOCATION I ASPHALT RAMP ° 3' DIA. PIPE X I'-O' LG., DRIVEN INTO ° a P MATT 04-17-87 MATTI TUCK, NY FINISH FLOOR PAVEMENT 2 FINISH PAVEMENT,,, ' \ PAVING TO RECIEVE DROP ROD I FINISH PAVEMENT EXISTING CURB — I O �U`I/�PSTER ENCLOSURE & I' 0 owc• MAIN R�D q�5 2' 0 COMPACTED STONES jO ys TYPICAL CURB END DETAIL TYPICAL CURB END DETAIL V-0' 3/4- SIZE c 41-e YARD SHED CONCRETE PAD 5 . a WITHOUT EXISTING CURB WITH EXISTING CURB FOOTING DETAILn MOUNDED ASPHALT RAMP SCALE = s/B' = '' SCALE _ ' ° I'-O' 1 'oF S1 SCALE _ �' = 1'-0' SCALE _ �' = 1'-0' j TIME STPt� SCALE _ �' = 1'-0' \ MEMBRANE ROOF, SEE 4 2�' O.D. GALVANIZED STEEL DWG, 12 FOR DETAILS q� SEE DETAIL 1'-0' 2 X 6 e 24'O.C. ` PIPE TOP RAIL (TYPICAL) TITLE /� t EXPANSION ~\ZAWN ` 7q' CD PLYSCORE TYPICAL PRESSURE TREATED / "9 GA. RAIL TIES c d JOINTS /'( 23Lp" FR DIA. BOLTS THRU FRAMING FABRIC TIES, 12' O.C. S I T oR LLL ` , ANlER�� FRAMING AND POSTS, 7'-4" 4 1000 GAL. PRDPANG 6AS COUNTERSINK BOLTS 9 err. (TYP) 21/2" TANK (5UPPLIED ANO IN FRAMING -� \ o 1m AX • I PIPE INSTALLED BY OTHERS) Y PLAN PAVING GRADE 9 Wo I 3 PIPE I vo STEEL TENSION 9 w o PIPE OVERHANG MEMBRANE ► � BAR BANDS DETAIL S =° a 4' ON ALL SIDES--- PIPE __ - __ 2' X 6 DARK BROWN 64 FINISH TOP WITH I ANODIZED ALUMINUM 9, z r o BUILDING TYPE WIRE BRISTLE, BROOM 111 FLASHING / Y4' X�6 STEEL 0 __ /+ TYP. ALL SIDES / TENSION BARSi �� Y 1' 6' FORM Flit __�/ PIPE I� DN FpUEr ta: o -' -- 2 X 6 PRESSURE y w- 5 THK.,CONG.PAD —J�' I NAME: A.D.W. ,- . H d TREATED FRAMING P WITH lo-*6 70/IDWWM I / STEFL TROWEL FINISH —►4 _ SCALE: `O 2V2 WELDED PIPE FIN. GRADE PROJECT BY: CCC — - - —o 49 GA. VINYL CLAD GALV. STEEL WIRE FRAME FOR DOOR Tdsmd11 7 T I' - 4"� P)rE 2yz"opwe 9"m 2' X 2' MESH, COLOR: DARK BROWN, "6 GA. TENSION WIRE o u�yJJ PAVING ipE - -V 11 PIPE TOP AND BOTTOM SELVAGE TO BE WITH HOGRINGS, Q HCS CUSffiMI _ ��N[, PAD FOR PROPANE TANK ,® ,�,: SECTION 4 KNUCKLED SLATS: I%e WIDE, VINYL SECTION 6 2'-0' D.C. (TYPICAL) ° SA-1 SG-1 4 M,T.5. II f. :Y 4 1 , _ DENSITY - 95i1, COLOR: DARK BROWN, s , � � ®�®per ®� r(LW t1L41+ SCALE= I /2 - I' 0' TYPICAL FENCE AND GATE. SCALE= /B - 0' 1855 BOSTON RDAD, WILBRAHAM. MASS. 01095 1 NAME DATE REVISION �L )-"_OBJ DELETED GABLE SIGN ON R IGFIT SIDE ELE4. ADDED GABLE SIGN ON DEFT SIDE ELE V, 3 2 10 2 12 6 (TYP) 7 � \ 4 g 2 9D — o d - EQUAL- EOUA - "� 7 5 q I 11 9J 1 9A (TYP) 7 3 - - --- -- - - - - - - - - - - - - - - - - - -- - --- - -- - - - - - -- - - -- - --- -- - - - - - -- - - - - -- __ _ __ _ _ _ _ _ __ _ _ _ __ - -- LI J2L- -- - - - - -- - - - - - - - - - - - -- -- - - -- - - -- -- -- - - - - - -- - - -- - - -- - - ---- -- - --11 - - - - -- - — - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - -- - - - - - - - - - - --- - -- - - - - -1 I I I - - - - -- - - - - - - - -- - FRONT ELEVATION RIGHT SIDE ELEVATION Id-g' CANT¢ ° 10 6 1 6 6 1 2 5 TOP ONLY 2 ' / o ' � 12 17 L I L REST. DATE LOCATION MNO.ATT D4-17-871MATT)TUCK. NY - _ DWG- OIL -- -- � \J — - - - --- - --- - — ._ - - - - - - - - - - - - - - -- -- - - _ -- --- -- -- - 1 xm a,2� a - - T ?d317 4' - - - - - - -- - - - - - - - -- - - - - - - -- - - - -- - - - -- -- - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - FT�f o FL LEFT SIDE ELEVATION REAR ELEVATION �'�'' TITLE / EXTERIOR MATERIALS EXTERIOR PAINTING & STAINING SCHEDULE NOTES NOTES (CONTINUED) EXTER 0 ROOF FASCIA BOARDS,TRIM,RAKE BOARDS & DECORATIVE BAND TO BE Q STAINED BENJAMIN MOORE MOORWOOD SS 66, BEAVER BROWN SEE DWG.°17 FOR BRICK DETAILS. Q GLASS SIZE: ELEVATI EASTERN WHITE PINE CLEAR 'D' GRADE OR BETTER B. 1'-6 5/8' W X 4'-10 7/8' H A. 1'-6 3/4' W X 4'-10 7/8' H 5/8' THICK INSUL. 2 -- GABLE END TO BE TEXTURE 1-11 PINE, 4' X 10' X%' SHEETS WITH B 0 PAINTED MASURY ]-37-5X WAX TAN D.C. C. 1'-10 3/4' W X 4'-10 7/8' H GLASS (2) PANES GROOVES, AS MANUFACTURED BY: CHAMPION INTERNATIONAL 2 GABLE SIGN: & HAAS PIGMENTED WHITE �7328; .1875' THICK5'-4 777 THIRD AVENUE PAINTED ) W.R. KAMP CO. P'GRIPF E EXTERIOR GOLD FORMED LEXAN LETTERS. STUD MTD. INTO DRILLED HOLES FILLED WITH D. 3'-7' W X 1'-9 /8' H VACUUM SEALED SILICONE, (WHEN REQUIRED). E. 3'-7' W X 1'-9 5/8' H TEMPERED GLASS NEW YORK CITY,N.Y. 10017 ® PAINTED RED TO MATCH 'GRIPFLEX' UNIOUE 535 F. 3'-6 7/8' W X 5'-4 5/8' H 1/4' AIR SPACE -9 PERPENDICULAR TO 7:12 PITCH 05 PAINTED ALUMINUM ❑3 SEE CAULKING DETAIL G. 3'-6 7/8' W X 1'-9 5/8' H BUILDING TYPE 'TRIP SHINGLES ( SEE DWG. "12 FOR SPECIFICATIONS ) 14 H. 3'-19/16' W X 5'-4 5/8' H L.G.F./P.P.G./GUARDIAN X © PAINTED TO MATCH ROOF SHINGLES; REMOVABLE PANELS SHOULD BE ® SIGN: 4' CASLON STYLE WHITE PLASTIC LETTERS FURN. J. 3'-1 9/16' W X 1'-9 5/8' H ARE ACCEPTABLE WHITE OXFORD COLONIALS- FINISH:SAND MOULD COLONIAL PAINTED PRIOR TO INSTALLATION, DO NOT PAINT NAME & INSTALLED BY SIGN CONTRACTOR. K. 3'-3' W X 5'-4 5/8' H GLASS MANUFACTURERERS -'[RED BY: ALWINE BRICK CO PLATES. (SEE SPECS. SECTION 8 FOR PAINTING NAME: C.S.L. P.O.BOX IGO PROCEDURES) LIGHT FIXTURE. SEE SHEET 37E FOR SPECIFICATIONS MASON TO L. 3'-3' W X Y-9 5/8' H SCALE: 3/16=1'-0' NEW OXFORD,PA. PROVIDE OPENING FOR ELECT. BOX. PROJECT BY: CCC '[ATURAL GREY Q PAINTED TO MATCH BRICK 1Q ABOVE © JOINT LOCATION FORT-1-11 SIDING. TYP. BOTH GABLES Q PAINTED TO MATCH � C�ffi C] SAND BLASTED WOOD WALL PLAQUE CE-343 FURNISHED 10 ALL VERTICAL & HORIZONTAL WOOD) TO WOOD JOINTS o O D �C(a (� � & INSTALLED BY SIGN CONTRACTOR AND NAIL HOLES TO BE FILLED BEIFORE APPLYING Qm7o PE41 Il�'ICRCoJffi © ALL JOINTS ON WOOD TRIM TO BE MITERED. (NO BUTT JOINTS) FINISH COAT USE 'SYNKO' EXTERIORI SPACKLING a COMPOUND 1855 BOSTON ROAD, WILBRAHAM, MASS. 01095 2' 4' 2' z 44 @ 12' D.C. TO NAME DATE REVISION 5 RE]NF. ROD5, 2'-O'LONG 4' THICK CDNC. SLAB, REINFORCED � COLUMN AND BASE PLATE ALUMINUM THRESHOLD , 3'-O' D.C. AROUND PEREMETER CONTINUE BEYOND WITH 6X6 10 / 10 WWM, V ABOVE OF BLDG. INSTALL AS SHOWN I 10 JOINT 2'-0' BOTTOM Of SLAB. BEND BEFORE POURING SLAB. 2'-0' 2'-0° i 6 M1L, POLY. VAPOR BARRIER (TYP.) ""CC ANCHOR BOLTS AND \ 2' LAYER OF SAND (TYP.) DUARRY TILE - - - - — — - - u, I I LEVELING PLATE CONCRETE ; - -- —-- ° 4' (6) °5 REBARS @ 3'-4' LONG �. +• . WALK / ° °o ° I @ 8' O.C. EACH WAY o 8��°g q° i ��Q °�� m ..v •-/U "v vG �CJC vU vU J�f � I - -v - U--"�rF j SEE 2 FOR TYP. �° ^ oo�O �onC WELDED WIRE MESH TO o°Qo m CONTINUE BEYOND 2 O�an r °o DETAILED INFORMATION w 2'-0' ° m i JOINT 2' 0' m SEE FOR TYP, D > — L SEE (@ FOR TYP. h ° 0 G' COMPACTED STONE DETAILED INFO. %2' ASPHALT (1/Z' TOY4')(TYPJ SATURATED FELT DETAILED INFO. D GRADE 2' THICK STYROFOAM INSULATION, CONT. m AROUND BLDG. ITYPJ D 4, B' ° > TYP. 2' X 4' KEY (TYP.) ° ° 4'-0' SQUARE D SECTIONSECTION 3 SECTION 4 SECTION SCALE 3/ 1'-0' 5 1 EQ 10' EQ SCALE = 3/y' = V-0' 3 SCALE = 3/y' = 1'-0' 3 SCALE = 3/y' = 1'-O' 3 = ' = 3 SEE DWG. ND. 5, FOR I I� STUDCOLUMN 2'-0' SECTION WALL COLUMN AND PLATE W /BASE PLATE A 8' CONC. BLOCK 2 DDE SCALE = 3/y' = V-0' 3/41 3 THICK NON SHRINK FILL CORES W/CEMENT OFj FOUNDATION FINISH SLAB LEVELING GROUT I/2' ASPHALT LEVELING PLATE j 3' MAX. BOLT a w SATURATED DIVIDERPROJECTION 12' CONC. BLOCK SET FLUSH, FULL 0 o q DEPTH W/NO W PROJECTIONS ADDITIONAL 6X6 ° I 10/10 WWM, 4'-0' D D D D jP WIDE AT PORTICO TOP OF or )oI ° ° ° FOOTING ° ci 2 �pFpoPFR NOTE- SEE DETAILqFFOR SLAB, o ° > WVpP55� 3/• DIA. X 15' LG. UNDER SLAB & FOOTING CONDITIONS. SECTION 9 BENT ANCHOR BOLT SCALE = 3/• = 1'-0' W/NUT AND WASHERS VDETAIL 10 BLOCK FOUND, ALTERNATE SECTION 6 VIEW eSCALE I ]' 0' SCALE = = 1'-0' 1' 3 SCALE = = -0' 3 SCALE _ ' = 1'-0' 3 SD 1 = 1/2' _ LEGEND CURING COMPOUND SHALL BE FINISH SIDEWALK WIRE BRISTLE FURNISHED BY F.I.C.; INSTALLED APPLIED IMMEDIATELY AFTER ONLY WITH WIRE BROOM FINISH DIMENSION VARIES BY CARPENTRY CONTRACTOR BROOM FINISH BRISTLE BROOM SEE SITE DWG.S FINISH h' ASPHALT ' GRADE 0 FURNISHED BY F,I.C., INSTALLED BY CONCRETE CONTRACTOR CONTROL JOINT \� SAT JOINT 1 4' 1' RAD.—\ FILLER - FURNISHED AND INSTALLED AS i i� PART OF SEPARATE CONTRACT -:4T libil qco m AND INSTALLED Bl° CONCRETEECONTRACTOR ALL OTHER WORK THISFURNISHED FEZ WOOD FLOAT1'-0' OF PROCESSED yQluP OR BURLAP j STONE (%2' TO 3/' ) h"$ P�1Xn RUBBED FACENO WEL TROWEL SLIT I _ - EDGING WMARKS SECTION 16 16 SECTION 17 SCALE _ Y8' = 1'-0• SA 1 SG 1 CONCRETE SCHEDULE REST PLANTER DIMENSION VARIES SEE SITE DWG.S ASPHALT T DATE LOCATION — ITEMI MIX REMARKS MAT MATnru PAVING 3'-4' BARK I' RAO. 7 PARKING LOT LIGHT BASE CONC. PER ASTM C-94 INTERIOR SLAB TO HAVE DWG* MAI i-1' RAD, / SIGNI BASE 2500 PSI @ 28 DAYS WOOD FLOAT FINISH m n R m ]NTEIRIOR SLAB /4' MAX. SLUMP SEE NOTE " 2. ' MAX. AGGREGRATE s O0 X80 00 SIDEWALKS, CURBS CONC. PER ASTM C-94 SEE DETAIL FOR FINISH �oF '831 oF� $ °oa 4000 PSI @ 28 DAYS SEE NOTE 4 1 3" MAX. SLUMP FOR CURING COMPOUND �° 0a° 3 ' SEE NOTE 1, 2,3 °0 / MAX.AGGREGRATE 1'-0' OF PROCESSED ADMIXTURE : PER ASTM C-494 STONE & TO 3/y' I B. DUMfPSTER PAD, CDNC. PER ASTM C-94 SEE DETAIL FOR FINISH TITLE B. STEPS AND, 4000 PSI @ 28 DAYS SEE NOTE P 1 FOR SECTION 15 15 MISCELLANEOUS PADS 3' MAX. SLUMP CURING COMPOUND SCALE _ �' - 1'-0' SA-1 SG-1 4' MAX.AGGREGRATE SEE NOTE # 2 FOUNDATION F001TINGS AND WALLS CONC. PER ASTM C-94 HONEYCOMB SURFACES 4' M PSI 28 DAYS AND DEPRESSIONS TO DETAI S MAX. SLUMP BE GROUTED 1' MAX. AGGREGRATE NOTIES BUILDING TYPE 1. APPLY (1) COAT OF MASTERSEAL *GG SEALER BY MASTER BUILDER @ A RATE OF 450 SO. FT. PER GALLON. 2. CEMENT- ASTM C-150 TYPE 1, 11, 111, NAME: R.D.W. 3. AIR-ENTRAINING ADMIXTURES SHALL BE USED FOR EXTERIOR CONCRETE SLABS AND SCALE: AS NOTED SIDEWALKS, USING MATERIALS COMPLYING WITH ASTM C-260. PROJECT BY: 4. SEE DRAWING A SD-I, FOR DUMPSTER PAD DETAILS. a �lr°ISI Gffi�Il� 2,� ° Race cffemm 1855 BOSTON ROAD. WILBRAHAM, MASS. 01095 1• / —"— " — ' , NAME DATE REVISION WALL LEGEND • DATUM PLANE PLAN NOTES s j fL BUILDING �. ._ .. _. ._• PLO WALLS TO BE INSTALLED AFTER REFRIGATION STUD WALL FROM FIN. FLOOR TO G' ABOVE FIN. CEILINGj BOXES ARE INSTALLED. WALL TO BE FLUSH WITH z 1 WITH SHEETROCK ON BOTH SIDES TO 6' ABOVE HIGHER -- — -- REFRIGERATION BOX. , 15 FIN. CEILING . SECURE WITH STUDS TO STRUCTURE ABOVE6' I G" AT APPROXIMATELY 3'-0'0. C. 26 9 ' y 26' 9 " � INDICATES OUTSIDE FACE OF STUDS -- - - - L`J 6 D STUDS FOR EXTERIOR WALLS TO BE 17 34 62 STUD WALL FROM FIN. FLOOR TO UNDERSIDE OF DECK 3'-53/' 3'-21/2' 3'-10 ' 25'-103/' 1NCOR C-6 16 GA,D 16'O.C. 6 3342 ® OR TRUSSES WITH SHEETROCK BOTH SIDES FULL OR 40 15 HEIGHT OF STUD M.O. R.D. &IALL WITH FACTORY M.O. IAPPLIED FINISH AND PUNCHED A5 REO'D. 39 21019 18 GAUGE METAL STUDS FROM FIN. TO j ® 112' PLYWOOD FROM FINISH FLOOR TO FINISH UNDERSIDE OF DECK OR TRUSSES WITH 5/8'SHEETROCK CEILING OVER SHEETROCK ® ON KITCHEN SIDE AND 1/2' SHEETROCK ON DINING SIDE, I BLOCKING REO'D BETWEEN STUDS. SEE SECT. 16 TO UNDERSIDEOF DECK OR TRUSSES ..» 12 STUD BOTH SIDES FULL THEIGHT. S CUREWITH WITH I1 WALL FROM FIN. FLOOR13 Ell © BLOCKING REO'D BETWEEN STUDS. SEE SECT. TO 15 STUDS TO STRUCTURE ABOVE AT APPROXIMATELY 3'-0' D.C. BLOCKING REDO BETWEEN STUDS. SEESECT. 5 _ - - - - � 18 6 l5 7 - -- - --- -_- - - - 6" STUD SOFFIT FROM T-2 TO UNDERSIDE � 11 8' 9' tTILLT T-2 ' I / �, I © (2) LAYERS INTERIOR 1/2' FIRE CODE SHTRK OF TRUSSES NO SHEETROCK REO,D 26 3 Y 4 i ON THESE WALLS. JOINTS OF 2 LAYERS TO BE 10 ❑ CO2 TANKS 6 - STAGGERED, IST LAYER ATTACHED W/SELF- AREA I I TAPPING BUGLE HEAD SCREWS 1' LONG,12'O.C. WALL FURNISHED I 3'-4t/4" 9' 6 ' P_0 I 3 8 / 1 2ND LAYER SCREWS 1 5/8'LONG. (Pl$11�tLED"Bf 'CARPENTRY CONTRACTOR OAT HOOKS ~ a DISHWASHING STUD SOFFIT FROM 6'- 8 1/2' ABOVE FIN. FLOOR TO AREA I 6 9❑ 6'METAL STUDS TO BE 20 GA. D 24' O.C. _ E ___ 3 UNDERSIDE OF DECK OR TRUSSES WITH SHEETROCK BOTH 0 " SHELVES 1'-0 ° MGR] 15 SIDES TO 6' ABOVE FIN.CEILING. 1 COMMISSARY N I (2) LAYERS INTERIOR 5/8' FIRE CODE SHTRK V-11 ' 2'-1 ' p T,_2 , OFFICE 0 ON THESE WALLS. JOINT OF 2 LAYERS TO BE STUD SOFFIT FROM 5' 5' ABOVE FIN. FLOOR TO R.O. 6 0 o STAGGERED.IST LAYER ATTACHED W/SELF- 27 I EMP• 0- 1 z TAPPING BUGLE HEAD SCREWS 11/4' LONG,12' UNDERSIDE OF DECK OR TRUSSES WITH SHEETROCK BOTH I D.C.2ND LAYER SCREWS 2' LONG. 15 SIDES TO 6' ABOVE FIN.CEILING. HAND n _ o 1 z 1 BRACE SOFFIT AT EVERY OTHER STUD ON 15 SINK 2' 0 " _ STUD SOFFIT FROM 7'- 111/4' ABOVE FIN. FLOOR TO I ® Q j 1'-0 p„1 I 5' 3°�s' 2'-8" 20'-4 OVER DOTH SIDES SECURE TO BOTTOM OF TRUSSES 0 UNDERSIDE OF DECK DR TRUSSES WITH SHEETROCK BOTH -_ _ '_ - - - 1 I HEAD BLOCKING REO'D BETWEEN STUDS FOR OVER 5 E» » j — 0 ' h~ HEAD UNIT SEE SECT. SIDES FULL HEIGHT OF STUD. D00♦,/STDP & FIOLDER OAD 5/a< I ?_ 6 SHELV 5 \MOUNTED 6'-8' A_F.F. SEC\, Q CENTER 2 LIMIT OF HOLDING SHTRK.14 7116' OFF BOTTOM STUD SOFFIT FROM 5'- 9 3/4' ABOVE FIN.FLOOR TO © SCHED. ON DWG. 7 ]TEM 4 � 'H' s 6 I LADDEREJ OF SOFFIT q UNDERSIDE OF DECK OR TRUSSES WITH SHEETROCK BOTH r 6 7 \ 15 � CONTINUOUS 5 1 BLOCKING REO'D BETWEEN STUDS FOR BACK 10 l0 &T � [Kll� 3 8 18 LOAD z SHELF, SYRUPnSHT ' ' HOLO SHELF I G ll 3 l5 7 15 SIDES FULL HEIGHT OF STUD. (5/8' SHEETROCK ON CENTER 'S TANKSsHTAK 5 __ SPLASH. SEE SECT. KITCHEN SIDE AND 1/2' ON DINING SIDE ,1 - _ - ] ' 2`3 " j- CONTINUOUS Y _ r- - - - - - -- - - - ~-_ --- ---_��- _ - 4 OMITTED 7 m 2'. I 12 5 PP. 16 ! -- _ _ _ -_ - - - _- _ — 6 3 19 - 2 AND l' 1 21-011 O M 2 1 -q�e P 9/4" 1' 9�0 2 " 215' q 5 O.T. BASE BASE AT REFRIG. BOXES SEE DETAIL 25 2 '� 17'-10 10 TOASTER 6 SHELFN � a 6 ! ]7 l5'-0 ' 0'-4 15 - 6 EQUAL WINDOWSr--- • ;� ""' j 6 SHTRK CONTR. 000RDINATE OPENING FOR HVAC N z I ? G DUCT WITH HVAC CONTRACTOR. m m m PLATE j FLAVOR m m m m a o ! n SHELF CUPOLA 5/8' SHTRK TO BOTTOM OF TRUSSES KITCHEN SIDE ONLY Q l ' TYP. COOKING AREA _ __ _ _ _ _ __ rl 71 TYPICAL INSTALLATION OF O.T. BASE SEE DETAIL 22 3 6 CE 27.2 5 G.T.BASE TO BE 5/' HIGH TYP. AROUND PIER BACKSPLASH 15 ON DATUM j SEE TYP PIER DETAIL ON OWG. WF4. LEFT ELEVATION RIGHT ELEVATION DINING ROOM ?6 WINDOW WINDOWS & AIISSLELE III I 4 } � A ll � u1 ! o 0 20 TOASTER N I 3SHELF 9 8 6'-9 / 16 i4 /' 14 E 1UA EQUAL 4�2" LS 7 2 \ j ]2 5 1117-93/4" j FLAVOR o III j CUPOLA 6 5 CONT z0 GENERAL NOTES REST.ND.1 DATE I LOCATION 0`4 'm 6 MATT 104-17-871 MATTITUCK, NY INTERIOR STUD MATERIAL (UNLESS OTHERWISE NOTEOI owc• MAIN Ro 25 If UJ =_ __- - _-_ __ ___ _ _ __ ___ CONTINUOUS ii 0' 81 "„}_ BARB -\ 16' 0�8 '1 A. METAL STUDS INCOR 3 ' DW 20 GAGE 0 24 D.C. --►I CONT B. METAL STUDS- USG 3 %' DW 20 GAGE C 24' O.C. 04 OVER HEAD III I,-23A, q 5'-9, 1'-0 ' 15'-101 , �I� a� FOUNTAIN III /2 SEE APPROPRIATE WALL SECTIONS FOR TYPE AND -lm " 3 FOUNT. UNIT PICK-UP I � I , ae!r I 9 LOCATIONS OF STUDS `T' II 4'-6 ' TOILET 13 III l�_0 m PpAnrloNs© \ 2. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS rBFIH,ff 4/2�SIDE ELEV. " - - - PHO N 6 VJ OTHERWISE NOTED FOUNTAIN ill- WA 3L A.F.F. HIGH KNEE 6 1 � WOMEN N WALL 2' 10' LG. TITLE Iv PORTICO PREP-AREA N 9'-3 ! , g a = 3. ALL EXTERIOR STUDS TO BE SECURED TO FOUN j 18 2'-7' 5'-9' 1' 0 ' ) 1 1�O 9 - ATION WITH 1/4'01A.X 3'LG.RAMSETS 2'-O'O,C. j 12`1 "Ili H ! 10' ]03/ 3' 2 ' 1' 6 ' 1 04'-6 4. SEE SHEET 87 FOR DOOR SIZES I Ill 9 I HALL s� R.O. I Q DENOTES DOOR NUMBER P A R T I T I ON 0 I 3 14 � III 16 I I I `'� � I TOILET GRAB BAR 6 III 1 3 10 14'-33/' 1® 5. - FURNISHED BY F.I.C.AND 24' 8' III 2 I I PARTITIONS MEN INSTALLED BY CARPENTRY CONTRACTOR - - -- - --- - - - - - - - - -- - - _ __ _ _ _ -- 6' 0 ' 11'-2 " 6' 0 " - - - - - - - - - - - - - - - - - PLAN 4 41/2" ♦ WC0-X-81510 SEE pWG6. INDICATES S FORSBRICK L INTEL 4h 2" 7'-0' 7'-2Aa 51-4' 6' 6' m y WOODR.D. R. 3 1 Ell BUILDING TYPE PORTICO p 3 I2'-7 ' X B N N Na NAME: D.H.D. --- - --- �- 14 NOTE: SCALE: 1/4"= V-0" j CARPENTRY CONTRACTOR SHALL INSPECT ENTIRE PROJECT BY: CCC (UJ3 EXTERIOR WALL PERIMETER AT BASE & AT 1B 2 SOFFIT AFTER COMPLETING CONSTRUCTION 10TO INSURE THAT ALL GAPS HAVE BEEN FILLED 82=5 BC�C� C�b1F�Q z' - OUTSIDE 16 2q -g' 16 RWITH EOUIREDANIOABLE FOAM OR CLEAR SILICONE AS ® �'®�®pffi ®ffi : TONT ELEV. PORTICO SEE DWG. 7 FOR FACE OF FRAME OUTSIDE DDDR SPECIFICATIONS FACE OF FRAME 1855 e°sr°N a°a°, w:LaaaF,an, mass. �1a9e NAME IDATE I REVISION 8' 9' SIGN FACE ONLY 1,-m. I i i WHITE EMBOSSED LETTERS (FRIENDLY ONLY) o WHITE BORDER OQ 0 D L� z WHITE PAINTED LETTERS RED BACKGROUND TO MATCH RIP-FLEX IINIOUE 535 ON LEXAN (SEE NOTE 2) I 5' REMOVEABLE ACCESS PA EL / FOR HAND HOLE CONC. SIGN BASE 3" BOLT PROJECTION BY CONC. CONTRACTOR I I I I I II II II I� II II II h o I° CONDUIT BY li iI I /CONC. CONTR. I II a II I III e II II II .`L� II P II IT lf) II I II II II I SII P� ill L. I I I I (4) 1" DIA. X 4'-0' LONG ANCHOR BOLTS WITH NUTS & WASHERS. LOCATED 90 ° APART (FURN. & INSTALLED BY CONC. CONTR.) NOTES — 'i — — — — — — 45r'-x - - ,� : < 1. SIGN BOX FRAME AND POLE(S) TO BE PAINTED FLEET BROWN 2. FOR A S-200 SIGN FACES BOLT CIRCLE REST.N0.1 DATE I LOCATION 3. BE "FR SIZE & PR 3M COMPANY. g-IOI MATT104-17-er MATTI TUCK, NY 3. LETTER SIZE & PROPORTION SHOWN I _ ABOVE ARE FOR A S-(me SIGN. DWG- MAIN ROAD, T 25 oe� tF 69 � 9 I r o ( TITLE PPLO SIGN LIGHTING SCHEDULE 6 76N DESCRIPTION AMPS Sl G 10 - Go' - FBOT12 H.O.C.W. W/ 2 BALLASTS 8.0 AMPS BUILDING TYPE X NAME: R.A.F. SCALE: AS NOTED PROJECT BY: CCC �o ff�c�ffi�Ilg 1855 BOSTON ROgO, W1L9RPHAM. MASS. 01095 I, 1 NAME I DATE I REVISION I I - - - - II \ NAUGAHYDE UPHOLSTERED SEAT & BACK p MO-3000/10200 TRIM TO FIT :(2) S ❑-1200 6000 3 'HR291/6912Wf 1 F3SSED AM. BASE (4)MS-2400/6112 ! ! (2)SHA 900/720 W/(2)CE-384 BOOTH DESIGN 1985 SHG-1200/3612 1 1 III ' MSH-3600 CLOSET PDLL 36 3/�' LG MP-2400/3600- (G)s P-2400/3600 ' ' 1 u POS MODULE (6)SHCtI600/3600 Q. I ' MTD.W/BOTTOM SHELF - --- - - - � - - - - 1- PWDC-3512/96000-I TRIM T4 FIT " ' ' 17'ABOVE DESK TOP � ---- TRIM TO FIT II a SHF-0700/4102 m TRIM TO FIT PWDC-3514/9600 B-1 TRIM TO FIT (2) PLACES m PWDC 3512/9 00C-1 m PWDC- 12/96000 I ' mm PWDC 3512/9 OC-1 P DC-3512/9600 B-1 PART 2 OF 2 mIn m ' 1 u� as mas m T ]M TO FIT (2)PLACES EF-43 EST-4200/4400 ';' ,r„ 00 m Q m q I N ep m Q T 1 OF 2 AR PANTRY UNIT m I ,;, N m m �^, m m ,;, j, m I ; I PS-"1R 10'-11%6' .^. HPU-3-4 006 j PBB-4700 / j m 1 I m TRIM TO FIT / I J , in z m m m r .._.. ❑ — m am m as ; m as m m HMBD-0800/0800 PBB-4610 q Ls a m eo 0o i m eZ m ITYP OF 41 BS-4500-R CD z "' FSH-24100L Y ' 1 - _ w _ DB-5 0 DBC FR-6608 BC-FR- 608, DBC FR-6608 m, OBC-FF 6608 • mDB-54 0 m ; IDB- 00 D®5400 CF ! 0 L}I 1i Y ¢ ' v j m 0ah Q�h a m �I O, p`7a m m TBS-T . 2700/4500' L. L .. ._ __ ___ _ I( d •N N _ . N .YO _ N m_ _ . . _. _ _ .._ . . _. ._ . . _ . ._.. _. . ._ . _.._.. _ _. . .. _.. _. .m - • N ,m H f- H „ BTS-3504 HMBD-0800/080 2'-1' I TITE-JOINT C;i T1TE-JOINT T1TE-JOINT PBB-9302 II FASTENERS i� FASTENERS FASTENERS - FSH-240OR EE II m NI m TBS-2700/4500 w 1 �' 3' I J , m � ❑ - _ _ 5 -Q o o � Im ml dDB-5400 am � m CLI NOTES > N. N N m • a0amm m1 , DB 5400 • DB-5490 DB- ' 00 - M I.SEE DWG.WF-1 FOR ASSEMBLY LISTING m I y I �HPU-4-47008 ala- i m �, ! ! BC-FRI66 OBC-FR-6 08 DBC FR-6608 DBC-FR 6608 1 ;a, 2.SHR-1200/2400...THE LETTER AND NUMBER i" m I Ip I II o 0 1 1 mm ,m j a a mm DESIGNATIONS INDICATE PRODUCT CODE '-z a Q NUMBERS FOR WOOD FAB ITEMS AND SHALL "_ m I Ip BF- 1 ii m m i 0p a N 0a m a m L' TBS-2700/4500 BE LABELED AS SUCH;EACH ITEM ISA It - _ - - - `PS- 1LCOMPLETE UNIT RS FABRICATED BY THE WOOD - - - - m m m m m 3'-8 ' aa0 EP-rl $ FAB VENDOR it FOUNTAIN END F 0 I PANEL "IR I� I TRIMPBB- 700 TO 3.CAULK ALL JOINTS BETWEEN FLOOR AND , w II m ^ TRIM TO FIT WALL PANELS WITH CLEAR SILICONE LL � jBTS-3504 (CF-t� 1 REST.NO. DATE LOCATION CAULKING (SUPPLIED BY THE CONTRACTOR) "" II UNIT- X,R PICK-UP b PBB-4700 l6'-5 ' SHF-0700/4]02. r17,10/411YO.., ' -' `P I TRIM TO FIT RIM TO FIT MATT 04-17-87 MATT[TUCK, NY 4.FOR BULLET LEG ASSEMBLY I �'� "' I _ -m m= 1__ _ o hDWG. MAIN RO D� SEE DETAIL 2BULL ' ¢' x 9U' _ _ _ - _ -_ =P - _ = m -_ -=m m o o a0 1 I ; I �// HMBD-0800/ ,9- ,a 5. FOR TYPICAL BULLET LEG MOUNTING JU' 1 z 1 0800 SU14R m , 1 (31 FM-2H MOUNTED �- LOCATION SEE DETAIL 9/WF4 o m o 1 � ON FACE OF THE �/ � ' as mm m m �{ Ija SOFFIT N II Q ® 1 N NWF y 4 IA}';lfi` O dG I� ( 1 e� e� PBB 4512y z 1� m , 1 m m m l BS-4500-L a e I PWO -3512/9 000-t PWDC- 12/9600 -1 SHF-0700/4102 GENERAL NOTES TRIM TO FIT I I I '- E - o N o 1� I I n TOILET TBS-2700/4500 TBS 2700/4500 j� I I M PARTIT2 ION m o PWOC 5l2 FOUNTAIN OVERHEAD STORAGE -X-R I J , 1� sT-2000/2600 6'-0' O BS-4500-R 9600 -1 1. DIMENSIONS SHOWN INCLUDE PLASTIC m 1 1 f BS-4500-L TITLE LAMINATE OR STAINLESS STEEL 1 0 ' hb I MTD BOT AT 30'A.F.F. 1� LI IINSTALL PHONE W/ COIN j 2. ALL EXPOSED SURFACES IT WOOD FAB m 1 L i SLOT AT 54'A,F.F.I W000 FAB UNITS SHALL BE CLAD WITH PLASTIC LAMINATE o � m I m � TRIM 0 OR STAINLESS STEEL SEE DECORATING SHEET ; 1 5'}9%' 4'-3' I 1 N _ m FIT FOR LAMINATE COLOR ,N , L (2)FM- m "' FOUNTAIN END I TOILET PLAN 1 MTD.W/ TOP ® 6'-3' 5'-0'3. ALL JOINTS GLUED AND SECURED WITH �„ q' (PANEL "2R ; COATED FASTENERS Lr, 6'-6' 4'-1& I PARTITION 4, ALL BADGES TO RECEIVE DARK BROWN GLASS STORAGE 1. 11 1 STAIN:OLYMPIC OXFORD BROWN 7UN SINGLE II 5.COMPLETE ASSEMBLIES TO BE LABELED iCARRY-OUT MODULEWITH PRODUCT CODE NUMBERS OR ITEM DESCRIPTION. - - BUILDING TYPE 63 6. ALL WOOD USED IN CONSTRUCTION OF J 7 I v 17 62 SHELVING UNITS TO BE 3/4' PLYWOOD WITH (2)FM-2V FFM-3 02/41021 / 6 3342 11/8' COREPINE TOPS UNLESS OTHERWISE NOTED 7'-0' F Al 'v NAME: R.A.F. 7.ALL DIMENSIONS ARE FROM FACE RCO-3600 40 OF SHEETROCK UNLESS OTHERWISE NOTED RCO-X-7800 2 39 (CE-315 &OCE--353) T INSTALL 1019 _ _ SCALE: 7 '' 1'- ' _ PROJECT BY: CCC /r I 7`0 ' I htsmdIlt I LCE-353 F CE-315 m j DATUM PLANE DOORS Li BUILDING ®IIS®IIS 1i �61 1855 ROS70N ROAD, WILBRA4 M. MASS. 020% 12 11 10 9 8 7 16 5 4 3 2 1 NAME I DATE REVISION RECORD OF SUBSURFACE EXPLORATION RECORD OF SUBSURFACE EXPLORATION /� /� RECORD OF SUBSURFACE EXPLORATION RECORD OF SUBSURFACE EXPLORATION RECORD OF SUBSURFACE EXPLORATION .Rel.ND, 4Eq IPOJE CT ND. Boa INS N0 OEA IRDJECT NO (\�77C�J�� .OPINE XO. DEA]ROI ELT No. inenne NO. DEA PROJECT ND. j 870124 2 8]17124 3 870124 4 870124 ecRlNc xD. ."U"rgD+Ect xD. /` (�^.a /� //..��, /� /� //�� 5 870124 DATE FIELD REIRESENTATIVE VILE$ CnGIflEERInG 1 1551�[IINES.PIE Care FIELD nEIR EEENTP I I II vILES CnGItlEERInG 1 ISSOCIWES.EY(:. GATE FIELD REPOESENTATIVE VILE$ CnG1nEQPIL SSCDNES.IIIE. ORE FIELD nEIPESENTPTIVE vILES CnQnEDIn1G 1 IESCCINE .m DATE FIELD REPREfEXTATIVE /� C /� 2/5/87 Dave Marquardt [[�' ['' 2/5/87 Dave Marquardt ((`` 215/87 F Dave Mar uardt (("`` ('` 2/5/87 Dave Marquardt GREs CnG,nEQ61G 1—IssOaVEs.PtC. PROJECT CONSULTING SOIL AND IOLnDkTIOrl CnCUI IRweeT CONSULTING SOIL AND IOUMONTION EPONEERS Inwecr CONSULTING InG SOIL AM Ip1RNIDn CNOnEESS lnweei C S C 2/5/8] pd Ve Marquardt [[`� c A0 Pro osetl Friendl 's 0.estaurant Proposed Friendly's Restaurant e n Proposed Friendly's Restaurant CONSULTING OIL AND OUIWnnOn nOnEEnS InOJELp CONSULTING SOIL AND OLM.TION CnDNEEAS Proposed Friendly's Restaurant Mattituck, New York Mattituck, New York Mattituck New York A Mattituck New York o.vm s„n,P1• DESCRIPTION •. DESCRIPTION DESCRIPTION Felaw. sn°.i N q, W REMARKS 4r°um smhe ENnd°n TYP. N qu qI th REMARKS O.°un Sudan El... No N qu q� q, W pEMAKKS, DESCRIPTION blew NoA N OESCRVTIDN .II xae N q q! q, w REMARKS '. . s"n.e Eunu°n r 4u Dn 25.0'_ 24.8± ivr• nun s"n.e mn.a=n 24.9± sudor Tvn 25.2± sun... Ill. Lr."nd Eun•em.nn." 27.0± .nw Tn• 9u 9. q, W REMARKS D _— _ — Tau _- q ¢ D !AU __ 18"± Brown ft ne Si ty San little a I. 1 -- Brown me i y an t e tqu -- _ -- —— ——— peyan.. M=ttDrl,Tnotn iJ�.-- yams LjLcrfmoSOL, I town ine i Y an t e P3SS Brown fine to medium Sand, little ass I1 zss B Brown fine to medium Sand, little z.SS 9 -0taztecl4CRSDi1) Brown fine to medium Sand, little Gravel-Damp Brown fine to medium Sand, little ass 9 9 Gravel-Damp Gravel-Dam Gravel-Damp 5' 5' P y Brown fine to medium Sand, little 5 ass 13 3Ss 11 sss jj 3ss 10 Gravel-Damp 5 11 4SS 14 OSS 9 Ass 25 A�B$ 14 11 iD SSS 12 10 655 810555 20 10 6�ss 12 10 15 Boring Terminated at 11' Dry and caved at 10' at 0 hours 15' 6-ss 18 15 sss 11 15 Sss 21 15 . 10 Swing Terminated at 16' Dry and caved at 12.5' at 0 hours Baring Inemmnatl.116' at 0 hours Boring Terminated at 16' Boring Terminated.116 pry and caved at 10.5" Dry and caved at 11.5' at 0 hours Dry and caved at 12.5' at 0 hours Note A: Get Brawn fine Silty Sand, little Organic Matter(TOPSOIL) Note A: 121± Dark Brawn fine Silty Sand, little Organic Matter(TOPSOIL) O Wnw•nm°noiNd at while drilling O IN tar encountered atit while drilling O Water anmuntend at_ft.while drilling O Wurenwunuredw_h.wM1lu drilling O WAn•nwumeretlw—ftwMladnll O Wenn—h nmmPlnlon O Wmrn_h.n campbtlon O Wnnn_Itn comPlnian O WN-1—fit at_h rte m Ion p Watn al—h.Rmmq•tlan 'ng NE♦ W.I.at—haltar_Roun • Wner n—halts,—Rout , Waterrt—Ic bur_noun • Wnxn_halur Incas, ♦ Wnnt_ haWr_hwn RECORD OF SUBSURFACE EXPLORATION RECORD OF SUBSURFACE EXPLORATION RECORD OF SUBSURFACE EXPLORATION aDRIND No DEA IF.' INC. .CN.NO ND DEA.RDJECT ND .DRIND ND B DE." iza No 6 870124 (� /^�t 7 870124 / ` DATE FIELD RErRESENTATIVE vRE$ CnG1nEE+iPIC 1 ISSOCINES,nE. GATE FIELD flEP RESEN iq TIVE vLLES CnGInEEgPIG 1 155CEINES. K. DATE FIELD REIR ESENT.LTIVE CILES nL1nEEPIIIG SSOC KEs,TIC 2/5/87 Dave Marquardt [` 2/5/87 Oave Marquardt [` 2/5/87 Dave Mar uardt C S [` /� a IRaecT COnSUtimG SOI]RnD IOUnLLROn CnOItEE0.5 wec CONSULTING SOIL AND OUnIDKIOn CnGIiIEERS PROJECT CONSULTING OIL ASD &MATIOR GngnEER5 Pro osed Friendly's dl 's Restaurant PR Proposed Friendly's Restaurant r Proposed Friendly's Restaurant Mattituck New York Mattituck, New York Mattituck New York °iscC,n:e Elo: e.P.w c.mll. di DESCgIPTI ON x„r.. tory Ig qu q1 q °w N w flEMAfl KS uDe son�eTibn Na N qu qI q, REMARNS . nd Evil own W pEMAp KS n n°n 30.1+ qu 9r 9, 25.Oa eurb. T.F. 28.4± 3 ar -1rovo ine n aAO -- ate D e lYAll -- --- - - -- L�aeaD+'9aAu Brown fine to me3tumTnB,T aBrown Dor n en lAu ash Gravel-Damp 2-55 7 Gravel-Dampfine to medium Sand, little ass 8 D Brown fine to medium Sand-Damp 9 3-SS 7 5, 5 Bss 14 5' ass 10 Bonne Terminated at 6' Boring Terminated QL 4.5' Boring Terminved n6' Dry and caved at 5.5' at 0 hours Dry and caved at 5' at 0 hours Note A: 12"± Brawn fine Silty J Sand, trace Organic Matter(TOPSOIL) 10, Note A: 10"± Dark Brown fine Silty Dry and caved at 4,5' at 0 hours Sand, trace Organic Matter(TOPSOIL) 15' 20' 25' E 30' t 35' 40' O Water enmunm•d at 11 FIER.dtllling O Wil—mar ununan JL while drilling V Wurmmun...Mv and drilling O Wumt_h.rtmmelNon V Wner n—ft ncompl.uan V Wmrn_h.n mention • Weurm—murih•r howe ♦ W orrn_IL.Mr_hwn 45' V W.nr•t_fL.h.r haus Dwca srAM culS�o�o` L joh,F9p F �G g, m d e NUJ/. 18311 �ZAEF OF S 2 TITLE MATTITUC , N.Y. (SOUTHOLD) MAIN RD. - N.Y.S. RT.25 G SOIL BORINGS SHOP NO DATE I� - NAME E. M, SCALE ti. r>` CH, BY H m Friendly no Ice Cream Corporation z 1855 BOSTON ROAR WILBRAHAM, MASS. 01085 z m m 0 Friendly Ice Cream Peal Estate Department restaurants Corporation (4 1 3) 96-11481 1855 Boston Road, Wilbraham, Mass. 01095;413-543-2400 December 28 , 1987 Mr . Bennett Orlowski , Jr. Chairman � Southold Town Planning Board V iJU� Town Hall - Main Road Southold , NY 11971 ;>nre (516) 765-1938 RE : PROPOSED NEW FRIENDLY RESTAURANT - MATTITUCR, LINY MAIN ROAD (NYS ROUTE 25) Dear Mr . Orlowski : Based on your comment letter of October 15 , 1987 , and my subsequent conversations with Valerie Scopaz of your office, enclosed are seven (7) sets of our revised site plans for the aboved referenced project . These revised sets are respectfully submitted in the belief that they will satisfy the Town ' s concerns , and yield an attractive addition to your Town. For your convenience I have taken the liberty of marking the top set of plans in red , thus hi-lighting the changes which we have made since your last review. Also I will list the comment number from your October 18 , 1987 letter and refer you to the correct drawing where the change can be found . PLANNING BOARD COMMENTS HEADING ITEM # DRAWING TO REFERENCE LANDSCAPING 1 L-1 - Trees added along Rt . 25 2 L-1 - Added Corner planting areas throughout the site 3 L-1 - Added 6 ' high Arborvitae to screen dumpster and propane tank. Stockade fence shown . Also , slope seeded with stabilization seed mixture (see note (#9) 4 Missing from letter 5 L-1 - we will irrigate sod along Rt . 25 . There is no 2 ' overhang on our building ; hence no need for planter irrigation . TOWN OF SOUTHOLD • PAGE 2 MATTITUCK, LINY 12/28/87 PAVING 1 SA-1 , SG-1 , SD-1 , - concrete curbing added as requested. 2 Curb-cut at Old Main Road is typical asphalt - stone shown on drawing . SC-1 is temporary during construction. 3 SA-1 and SG-1 - Curbing and sidewalk have been extended along both roads the full length of our property . 4 SA-1 - 20' deep stalls are typical . 5 SA-1 - this is a maintenance and grading easement for the NY State DOT. LIGHTING, SIGNS 1 Drawing SU-1 - The specifications for our AND UTILITIES parking lot lights are shown on the drawing . The layout of the fixtures is shown on L-1 . 2 SA-1 - the total height of our free-standing sign is 15 '-0" . This is OK per the Zoning Code . 3 SU-1 - electrical service is underground . DRAINAGE & 1 L-1 - Slope to be stabilized with GRADING, plantings of rye grass and crown vetch. 2 Soil tests were taken. Our engineer has determined that leaching rate is adequate. Boring results are shown on Drawing SG-2 Please advise as to when the Board will be reviewing these plans and if you would like a Friendly representative to be present . Please call me at (413) 596-2481 , if you have any questions . Sincerel��yJJ, �m.C5 /C, <�ZuA,KEN ©USN James K. Quackenbush Real Estate Coordinator JQ:hs Enclosures laa-� - 3 • • P,7 TD 5C11 Southold, N.Y. 11971 (516) 765-1938 November 14 , 1987 James K. Quackenbush Real Estate Coordinator Friendly Ice Cream Corporation 1855 Boston Road Wilbraham, MA 01095 Re: Proposed Site Plan for Friendly Restaurant, S/s State Route 25 , 270 ' E/o Old Main Road and Bray Avenue, Mattituck SCTM# 1000-122-7-3 Dear Mr. Quackenbush: With regard to Mr. Thyberg' s letter to you of October 20 , 1987, please incorporate his comments into the revised site plan, with one exception. There is to be only one curb cut on Route 25, as stated in the Planning Board' s last letter to you of October 15th. If there are any questions, do not hesitate to contact this office. 5�ncerely, VU/alae ie S op Town Planner cc: Planning Board