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WENDY'S - 1996 2 w � \ \ � . � ,14- - - - 2 ^ `� / � , - • �- � �a .� I UNBBRGEN. H EGE W E is APR 111996 Salem flaming Dept April 9, 1996 Mr.Richard Renard Tree Warden City of Salem One Salem Green Salem,MA 01970 Dear Mr.Renard: I am writing to request permission to remove and reset two trees at One Peabody Street,as indicated on the attached plan. This work will be done as part of our proposed development which is tentatively scheduled to begin on May 6, 1996. The contractor who is responsible for removing and resetting the trees will provide a one year warranty. If these trees die within one year,the contractor will be responsible for replacing them with trees of the same type,caliper and height. Please respond back to me at your earliest convenience. If you have any questions or require any additional information,please call. Sincerely, Keith A. Hague Division Engineering Manager KAH/kah attachment: Presentation plan-sheet 1 cc: Ellen S. Dubinsky- Salem Planning Department oa"� Sean Sweeney-Prism Builders Inc. WENDV'S OrrQtNA710NA1.,INC./234 Ifl71ETON ROAD,SURE IF,WFSIFORD,MA 01896/508.392-1200 FAX:508.392-1212 tv of a``ttlPm, C. tt85ttt�iuSPttB ®_ .�_ �Saara of 'Au}tettl GPR 3 2 ss r.; 196 DECISION OF THE PETITION OF WENDY'S INTERNATIONAL RECUESTrNr,- ,;; �_,, 4 A VARIANCE FOR THE PROPERTY LOCATED AT 1 PEABODY STREET (B-S), ;; _. 14%•SS Cf i I'F A hearing on this petition was held March 20, 1996 with the following Board a members present: Stephen Touchette, Chairman; Gary Barrett, Nina Cohen, > 5Albert Hill and Joseph Ywuc. Notice of the hearing was sent to abutters e and others and notices of the hearing were properly published in the Salem LU Evening News in accordance with Massachusetts General Laws Chapter 40A. Q 10 Petitioner, owner of the property request a Variance from SRA Guidelines to allow a free standing sign for the property located at 1 Peabody Street. (B-S) . N The Variance which has been requested may be granted upon a finding of this Board that: 1. Special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other land, buildings, or structures in the same district. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner. 3. Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogation from the intent of the district or the purpose of the Ordinance. The Board of Appeal, after careful considerations the evidence presented at the hearing, makes the following findings of fact: 3 1. The property is located in an SRA designated area. 2. The sign will have directional signage for parking and a space for promotional messages. 3. The sign is free standing. 4. There was opposition from City Councillors, Kelley, Flynn and Pakowski. On the basis of the above findings of fact, and on the evidence presented at the hearings, the Board of Appeal concludes as follows: 1. Special conditions exist which especially affect the subject property and not the district in general. 2. Literal enforcement of the provisions of the Zoning Ordinance would involve substation hardship to the petitioner. 3. Desirable relief can be granted without substantial detriment to public good and without nullifying and substantially derogating from the intent of the district or purpose of the Ordinance. ~ DECISION OF THE PETITION OF l;ENDY'S INTERNATIONAL REOUESTING A V-RIANCE FOR THE PROPERTY LOCATED AT 1 PEABODY STREET (B-5 ) . page two Therefore, the Zoning Board of Appeal voted unanimously, 5-0 to grant the variance requested, subject to the following conditions: 1. Petitioner shall comply with all city and state statures, ordinances, codes and regulations. 2. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 3. Petitioner shall obtain a building permit prior to beginning any construction. 4. Petitioner is to obtain approval from the Planning Department's Design Review Board with respect to size, materials, content and lighting. Variance Granted March 20, 1996_ �' JJ Stephen Touchette, Chairman Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or- is recorded and noted on the owner's Certificate of Title. Board of Appeal I 1A r 114 DRAWING INDEX �S ° UR I 107 N0. DESCRIPTION COVER SHEET b south fiver .•. c .. : aod St. \ � 1 PRESENTATION PLAN 1 A PLAN OF LAND � LOCU,S~ 1-0 113 EXISTING CONDITIONS - almer " 1C LAYOUT & MATERIALS Cove 1A �• 1D GRADING & UTILITIES PLAN I '� 1E SITE DETAILS (Special) 1F UTILITY DETAILS 2A SITE DETAILS (Wendy's Standard) 213 "ADA" STANDARD COMPLIANCES Al' OLD FASHIONED F ,� PS 2�Ci HA RC 5 EXTERIOR ELEVATIONS I � I S � SIre CO�PCa b o d � � I Z aa y e //C s1re C U (-Ro U /C 1,4) Q, I0 APPROVED: PLAN NUMBER 95016 ��` ����� CENTRAL GRILLE V LOCATION Salem, Mass. SITE ADDRESS : 1 Peabody Street & Lafayette (Rt. 1 AA� J/G � 24 SSO OWNER Water Front Realty Trust PREPARED By RYAN ENGINEERING CORP. Design Consultants & Land Surveyors P.O. Box 161 Nahant, Mass. 01908 REGI FOR -- - ---- ---- � CONTACT: Keith Hague O C� - — PLAN DATE : 2//29/,/'96 WENDY'S International 234 Littleton Rd. Suite 1F DATE STORE NO. : 8 6 2 2 6) Westford, Mass. 01886 (508) 392-1200 "`'V��� Presentation Plan of Lot 430 ' Lot 442 A�ZyTr'S at 1 Peabody Street in R�' FOR • FIT — — — — — — Lot 443 CR,4PHIC SC,4L�' �V RY,4N Z'NGIN.k'ZRINC CORP. is o s ff sr si 5eszgn Consultants & Land Surveyors Lot 431 P.O. BOX 161 AXhWAT, hWSS.. 01908 III � =nah III Scale. > " = 16 ' February 29, 1996 Lot 444 zv Parking Data n � None Required See Code/ - 'I Svaces Provided tl 17 III S b Z fidSpaces Required 2 Provided a R b b III � � d so U 7 Flow ebb Lot 433 p11 III Phase > Loam d- Seed Pm�wsed Legend n b Its � m n N III Areas of Sod � CO, �' y Prop. brain Vase. for AEA7,017S on City Land ' .a ? rem. Cone. Pavement a d Lot 43,2 v Prole. Green Cem. Cone. Kalk Phase 2 Ozninq Area, #'alks & 7an&Tcavin y �] Proposed TirFffie Flow � � �I � d � b Future Boat Access by City Handicap Ifzve. Alarking \ lSea Wall Painted Pave. Alarking Pmy. #rood Fence �� g � Di�ctionalSign Prop. Cera Conc. IYalk 7yp. � � I I ends will coh tract an eating area contingent upon the City conslrucling the Future Walkway �\ Proposed Lighting ---- - - \ - - - - - - - - - -- - - - - - - - - - - I W aaaaa - - - - - -- J�'asemen� Future Dining Area Plant Legend Z Phase 1 Xb oa' Fence I SYArBOL BOTANICAL NAAfE COArArON NAArE i O I S=stz'ng Trees Sycamore 0 I • m _ _ 0 E.zzstz'n Trees Beech ° m �Pc See 9 Phase 1 Loa <z' o a�' P 0 a . ' _ 4 4 ' 4 ' :° ' : 4 ' 4 > ; ° ' :4 ' :4 ' :4 > : 4 ' : 4 4 > : 4 ' :4 4 ' . 4 ' • 4 ' :4 ' , 4 ' • ° 0 p• _ _ _ _ _ _ _ II r� Replanted Paries Q Q�, 4 .! ° ° I g U as = J o 0 0 0 0 W z Y J 3 U H H �- F- - H H • � / , Ezz tin Trees ° ° I V) A U d Q_ a_ d d d Prop. Pavement 1 arkin I and h Ez%stzng Beech u \ \ \ I Cornus A'ousa Chinese 4',` 4' I Hybrid Dogwood C5 CIOQ Reset Tree - �• ° ��'. ° o '� \ II Pendula Pine c CO 20 Spaces Pinus Strobus #eeping I!'A to Lot 434A Lot 434E 4' o 1 Flush Curb < . w \ I Thuia Occidentalis Dark 4me7scan 6 Q� - 1 Cultivars Nigr¢ ArborUitae L W c m Rhododendron Rhododendron i° r p o v q v 1 Boole de Neige X'hZte .0Qj. Rh5 \ I Rhododendron Rhododendron + \ Lot 435 Nova Zembl¢ Red T J a ' a,`. '. . . 0t* Rhododendron •o®o; d CrRhododendron at¢wbiense Grand�florumnk v r`r v v p 3 CU C� 3 F- O n ry t� I Taws• Cuspidat¢ Japanese N � C 7 n /+ Cultivars Yew L �. WElSTD Y S e J (. �'r Stat' m I Taziu Aledia flicks Uri ht a Hzcksi Yew 3 ,. . , Pro Raised Planter '4' 4 . C G 3 4 8 0 4 ' • 4 '• 4 ' • 4 ' • 'Q a''Q . 'y — — a I Juni eros Chinensys glue Ru o with Perennial Plantings d p 9 .. '• '• . 88 Seals :,' ° . - i Horizontalis liWoni Juniper y a `N ` ` Floor Area= ,2 995E S.. F ti\m � � � '. � '• � '• Parking lot A ° ° ° ° Bit. Conc. Pavement o 0 9"oe Achzllea Alillefolium Jarrow ° 't4' Pro osed Brick Mid Atlantic 521�1> o 8 Spaces y I Cerise Queen Hot fink Ln �° I ` �V°� ° ° ° , ° I i j' yy RT FOR 'A III' a a S I Plan of Land j City I>ata of ' Assessors' -Ya pl2ot- Map 34 Lot 434A ; Y Zoned. B-5 Central Lev. /entrance Corridor S at 1 Peabody Street Setbacks- Front 0 ' Side 5' Rear 0 ' R Open Space: 509 /�/�in R f/ Signs Aon Normal Size by Sign Ordinance � /1 Z7Yl 1'Yl !� �� � Parking. Nona, See Zoning Code 7--19 L 11J1J by RY.1N ZW1ArL'Z'RING CORP. f Design Consultants & Land Surveyors / I P. O. BOX 161 N4ffWAT, MASS. 01908 o Lot 443Ct �PHfC SCALA' Lot 442 'i Scale. >"' = 30 February 29, 1,996 j Lot 430 i a is ro so �m none Certification To Wendy's Old Fashioned Hamburgers of New York, Inc. and / / J inch = 90 Commonwealth Land Title Insurance Company �{ This is to certify that this map or plat and the survey y on which•it i's based were made in accordance with 'Afinimum Standard Detail Reguxrements far ALTA/ACSY Land _ Tx'tle Surveys '; jointly established and adopted by ALTA �, I and ACt'M in 1992, and includes item 4 of Table A thereof, - _ _ _ _ - . . - - - - -- and pursuant to the Accuracy Standards, as adopted by z tl I Iii ALTA on October 17 1992 and 4CSW on November 1>, 1992, Lot 444 of an Urban Survey. > 4 n /Lot 31 , lit I - - - -# / City of Salem / ' I Pio sxonal Land rve r 30313 Date 777\ Cofferdam I�� �j \ �.. Book 3282 Paye 386 (C7 / 7jUj (� Notes. q Ci 1lZ( llv 11 �Y 1/ Lot numbers re•,*r to the City of Salem Assessors " I Map 34 1 "1< 2/ A portion o the Wend 's Lot 434A along the South + Flow 1 bb� River is located in an 42 lood hazard zone as shown on z° �I the FIRAf Afap Ar Community Panel number 250102 0001 B, Q. dated August S, 1.985. See Sheet >B /br the existing conditions location of Salem Base •1Zood elevation 14. 4 x V V Lot 433 \' I ' (/ The proposed store will not be located in a flood hazard j yt::.+,I prom nt zone as shown b the sed on Sheet 1D. o� ssachusetts Zlectric Co. I' Ana= 99t SP ,Sea Wall y Ma 'p° 9 radio 9 \� - - - - _ _ _ _ _ _ _ _ _ . . _c = -. . - _ _ =_ -- . - - = -_ -. . = 3/ The property lines on this plan refer to ¢ 'Plan of Bk. 1694 P 499 \ tl y, ✓' DH _ - Land in Salem, Afass, Property of G.P. Ventures, Inc., T \ f� 6 of 1946 Bk. 3486 Pg. 3 ::_ :_ . . _ _. . _ . - . . - _ - - - —- -- Scale 1­=20 , dated October A, 1994" prepared by Bay _ �1 ------- ❑ •! _ou Lot 4 S Dft State Surveying Assoc. recorded in Plan Book 294 Plan 4. i u r r --- -- --, Founda IS W details Ar `t R. N! \ J �'asement no RRspkw .'tl�s a;\. nr. '\a-sx 0'47 0'��'m S 80 1'00" E 10470' et�lprowr(yermadtion was made ¢vd'lable�o sew N Q a a a a _ _ _ 4/ Se _ establislc --------------- 2S Wxde �tk S/ No 1b \ I S 90'53'00" S _ psI bt. uildi 82 33 30 70' locations of any farts beyond the hereinafter referenced \ Book 4962 h 2000' I1.9 S B1'04t00'" L ��. P/ �� 9 Lsx'sti��aundation plans. _ Pa e 191 JS 90'04'56following" S _ to be Removed i See the recorded plans and deeds \ g _ 80.5T Na it ' � // i , / / , i i i / / Plan Book Plan Died Book Page ' ; 43 61' W / L� Lncroaohments-/ / 27156 76 3171 1 5386 a m c, V : j #503 of 1962 Bk. 4962 Py. 185 i i 294 4 4962 181 t ° 43 c U 2' Deed 'Oescription U, iP0..B 1 Beginning at the southwester) corner o the rl at m ° a �. 9 9 y f F1 +� +> � 1 i ----_____ \ � � i / the northeasterly intersection of and Peabody c a c� t \ Hazardous m �, - , cc H / Streets, thence,' ^ \ Maternal + o V »9.49 ' N 09'00 "00 " S by said lalFiyette Street to s s Lot 434 A 0 Book 11711 Page S5 d land N!F &assachu.Felts Heotrw Company, thence, > _j v � o, of a Ret Fall- N/F Water Front Realty Trust _\ `5 \ g e � +1 +1 - tl Szistin Buildin \ 1 43.61" S 8004 '56 " L' by said land A, F Massachusetts 9 g Area= 32, 955�f S.F. o to be Removed \ tl o V Slectric Company to a point thence,- to V 1 '� i Bk. 12786 Pg. 339 �� A i 443' N 07'57'00 " E by said land rY,�P' Massachuselts 3 N Slectrzc Company to a point, thence, V i a � . - �1 20.00 ' S 8053'00 '" S by said land rV ''F Massachusetts tl tl Bit Cone. Pavement ca - 1 �• 'Zectrzc Company to a point, thence, L V / Lot 434 B Lot 435 Lot 436 1.65' S 0907'00 " W by said land N F Massachusetts E ester Front Realty Trust City of Salem /i�' Mass Flea C Electric Com a pany to a point, thence, _ 75ansforrner Area= 10, 15817 S.F gk. 6667 Pq. 424 80 S7' S 81'04'00 " Sby said land Y/F Massachusetts / tttl Conc Pella* /Typ./ Bk. 12786 Pg. 338 i Electric Company to a point, thence __� 1317' N 1006 '00 " S by said land N/F Massachuselts � s _ 255.8T DN 74.00 ' _ 80.00 ' _ - Electric Com an to land N F Cit o S'aler,% thence, C O \ Chain Link Fence 8293 ' S 80'470 E b said land N F Cit o Salem to 0 f 1 //1 �l G h SB f-1 p r 1 r� Chain Link Fence l 1S D.5 ¢25 ✓ / F1 f a point, thence, Granite Curb Tree Pz't /Typ./ -� ,'V 80;22'00" W 30. 70 ' S 8041 00 " Eby said land N,, ,�' City of Salem to _� Z �4 B O D Y .r S T R �' �' T land .V/F Water Front Realty Trust, thence;YO �� a 4 136.85' S 09,?8"00 " W by said land N,, F Water Front -_.- >14 �1N OF hq s Realty Trust to the northerly line of the hereinbefore V i Granite Cur ��P 9�y mentioned Peabody Street, thence #14-18 20-22 24 28-34 ?8 =r DAMES m 255.87' N 80:22'00 '" W by said Peabodrf Street to the , , // . j Avv v � " \ v i / / o RY^" 1 point ofGeginning PRELIMINARY i \ Ho. soa,3 Said Parcel contains ?296-9f SF BIDDING / Lot 390 Lot 399 / Lot 389Lot 397 / Lot 386 \ Lot 385 Lot 384 Lot 383 c 14 o / \ Thibodeau Realty Trust / \ F & K Small \ / psi Said Parcel x subject to the easement across the CDNSTRUCTIGN� Bk. 7931 P 594 / / \ Bk. 7958 P 24 \ / q% S northwesterly corner described in Deed Bk. 4962 Pg. 191 9 9. \ Said Parcel has the benefit of an easement (Book 4962 Page 18.5) across lana' N-F Massachusete's Sleetrze Company uEND \ \ \ from L¢. .x/elle Street 1 Peabody Street Sateen Mass. Salem Harbor Salem Harbor .� / Frain Casement OescrirJtzon VENDY •S STORE No, \ p Community Development N F Fitcorp Ventures Community Development l 862269 Bk. 12682 Pg. 5.93 Bk. 10333 Pg. 589 8. #2 Beginning at the northwesterly corner of the City of BRICK/FASCIA BUILDING Salem 's /Grantor/ property /Lot 435/ at' the angle point \ of the South River, thence; \ LSGSND 21.91' S 8047'10S by said South River to a point, thence, RRS;ak 21.91' S 14`410 S by said Grantors land to land now February 29, 1.996 \� \ --_-- - -- --- -- — - - . Railroad Spike or formerly Water Front Realty Trust, thence, DN 21.91' r,' 80'4710 W by land of said now or formerly O Drill Hole Water Front Realty Trust to a point, thence PLAN No . 95016-1 / SB 21.91' S 1454'10 " S by said Grantors land to the • CENTRAL i/ o Concrete or Stone Bound point of beginning. cv.-S�Q acs GRILLE 1 l � D S T R �' �' T Said drain easement contains 43Bf SF C.LF Chain Link Fence JOB No , SHEET No ZZ186-226.91 144 S - - � IIr" /13W D n Cf S b Z'xisting Conditions � Lot 443 of ® Lot 442 X 1VD7S at > Peabody Street / Lot 430 ,� in Lji�5'�f, by Com, R -4N ZXC.1WFZRIWC CORP. IJesz:gn Co7zs2dtanils & Land Surveyors w P. O. PDX fel "HWAT, Alldsv 01908 N Scale. 1 " = 20 ' February 23 1996 I w � Lot 431 Lot 444 III CRAPffIC SCf1L�' Notes• o� I p o IV p ,c General.- I II 1/ Lot numbers on this plan refer to the City of ° 0 / I Salem Assessors ' kap 3,0' .� w -r �\ N / tv ,efLfri Utilities• o > inch = Zo !! 1/ Utility locations are approximate only and must be n d 75 \ I i verified prior to construction by calling Dig-Safe, Tel.# > >--BOO-322-4844 � Q 2/ Undergmund utilities are shown as lines with a r ®' X II letter designating the type. O.IJ denotes overhead wigs > °pr -te I Utility Plan Refemnces• 1 1/ Plan of the City of Salem Water System, Scale C1 \ I \ 400 , 1946, revised 1990. Q4 / tl b Lot 433 1S 11 JLC 1st,. 2/ Boston Cas Company, Salem Plan #s 30, 66 & 94 - 3/ City of Salem Sewer Plans o s r - T \ V I. Flow S66 4/ Afassachusetts L'lect7ic Company, Salem Sheet Numbers Z Lot 432 ® 72 73, 90, 91, 154 & 162 I 4" Drain W---- W 20" Water / Top Pipe= 5.B , Borings 1/ See Geotechnical Engineering Ezploration and in ,o _ G6 Gas J 1 / \ \ f0" Drain B Dr Ve Analysis " mvort by Cdes Engineering ,4ssociales, Inc. eo Flood Zone \ Top Pipe= >a B 4,2' 1 \ Inv. = 775 - rther inlbrmation rrgara'ing soil survey if any. -� Se • w \ � �, �, Elevation= 14.4 ( Sea Wall _ - _ - - - _ _ ,Jbr '1°u - s� — — — : - : : — Bench llfark. w Z Y Subtract 4 ion on this ra City o n Saler o City el of Salem shown ¢ ¢ w o 0 0 0 0 0 J� 7✓ f cv A u a a a a- a d e \ _ �, t Foundationto convert to N.C. Y.. of 1929 elevations // / -- x25 Z 9 III 2) City Bench .!lark number .5-36 is at J7 Dodge Street, >3 n I (---- p ]�� L� s i� `_ rmerl "Folsom 's Chowder Horse the le outer corner U =160\ _ 11. O /{ hLia men `` := o I 7✓ /l / of the bottom stone step about O.S` above the sidewalk. In . =B A9 \ RAlHA=25�---------J , E/ - - _ Elevation = 15255. a ------- l jE .{fh^ Rim 15.B2; ® =' P l C rzge _ - I cc hzv. Full' 2 Elec. . \ _ / / / Ic ro o 0 E L -P o Rim=16 32 H A-z`tfs E -- I ' a � c� Inv. =3. 44 S ------- L c Catch Basin or Drywell c N N d J\ G C ' Rim= 12-90 ® m ase, Inv. = 11.20 \ - l Catch Basin c ° p LOt 434( ,4 0 Electric Afanhole Ln � Lr) C — ° T J N V I II 4- /� Edge of flzvement Dryuell �. Drain Afanhole + + N c v n ■ S Sewer Afanhole _ Rem= 1376 � I � a cu � a � 3 1 t m -0.5 Rim= 13.45 ,•' ' � � ��e�' I �•�. p= ffazardous Wasle :ti Nater Manhole AEA1H 8-206 �` " o �O \ o / ' �E -- 1A t 000 Pole3762 ♦ 9-2 -- __/' r-+-- ° Water Shut Off e O Bit. Cone. Pave. ;. ♦ �'j \ /� .00. . I Oo �. H D Fire HydrantGV v { b ----' 34 g - - Lot 435 as Gate Valve ��- -- �) - MqJ, G �v _______ _- _I_____ _____________ Loth 4 PS s9 o ► Lxa'sting Building 1 c V To be Removed _ ' ,J_ 1 \ m s RY Ns yGm Utility Pole o N q 1BJAME �a Utility Pole with q . tl � N� � 2t LZ /�tt a N Bit. Co Pave. 4 I 1 [� a U Pole with TransAr�ner & St Light 3 r m I Utility Pale with Tra,nsArmer w h ;•_�A q y¢ Lige PRELIMINARY ----- - BIDDING 1 ® n Fire Supply /r,l T = I Traffic Signal CONSTRUCTI❑N� �j � 'i ansDeg - �' Cot. 1 Ifast Arm Trafc Sz nal WENDY'S 1g Peabody Street ~ pedestrian Signal Salem, Afars Chain Link Fence - x —x x --x—x- en i WENDY 'S STORE No �T Chain Link Fence ® Tr¢ffic Sign¢! H¢ndlaole o i 1 B9 H?✓dd 062269 76 __-__ ----- — — _ RICK/FASCIA BUILDING v 6 _ ® -- ` -E--- Traffic Signal Control Cabinet AlH B->. - - W =W W- „ Water - -W W- - EAlH A 201 EAlH B-2,. ly Shhr 4-2 am= 4 4> Szgn V s _ 36" Sewer �nz< 3.96 -- S S ` _ S-- Rim�ZO.69 Rim= 62 �1 C - C -- — G- - C-- C -- OO Drill bole February 23, 1996 6" as 1884/ I B" Orai'n � tP - O Iron Pipe or Rod Ram- •___T4 D r D D D D D -D-- D--- D- - PLAN No • 95016-Z { / Inv. = 11.67' Slope = 0.01 EAlH A !�4 Sod Bora g G / -E —E E S E E E-- � n °Cg'WII°Il� CGRILLE `- �r------ L - SB Concrete or Stone Bound \ i / i \ / / \ \ \\ / \ \ \ JOB No , SHEET No IS .'=�44 Inzr., ll w Lot 390 Lot 391 ' \ Lot ?99 Lot 397 \ Lot 396 \ / Tree Pit & Tree 862269 1B Proposed Legend Layout & materials r— T' °f Handicap Pfave. .karking S N A7vas of sod XMV,07'S at > Peabody Street Painted Pave. Varkinq CRAP: C SCALL' in, R�' FOR WkR Cem Cone Pavement Q Traffic Flow / / ��lJL/ J:►1' J!Yl O WDY'S A/onument Sign n JJJ "' '" �' c Directional Sign /'S y 11 NN y (o? Bollard 1 20 RYAN L 1VCLfVZZ..RZW CORP. `ae Design Consultants & Land Surveyors S P.O. Ro r 1e1 N4ArWAT, Jf.4S'S. 01908 Lot 443 � Scale.- >" = 20 ' February 29, 1996 � Lot 44z Lot 4301VOFL°S.- Standam's >/ All work shall be in accordance with The City of Salem and The Commonwealth of Ifassachusetts Standard Specifications and Details Site Layout / 1/ The enact location of all proposed wort- within the / subject property shall be laid out by the Contractor. The Contractor will not be provided any layout beyond the monuments and survey data shown on Sheet lA. CurbingSee Sheet o y 2) The curbing A with in Me siteftr curb shallbe 6"" X 18 precast cement concrete. 9/ Dimensions are to Jhce of curb. Lot 431 Lot 444 I I Cement Concrete Pads 17� 1/ 411,pads shall be of the size shown on this sheet. m II CO) TZ2 Pad dimensions not shown shall be those Aund in the\l�J detail drawings on Sheets Z4 and 10 in this Contract 2/ Pad corners shall have a 1' radius as shown hereon III Flow ffbb 3/ The Pick-Up li'indow pad shall be aligned such that z �^ each end has equal dimensions from the center line of a v .(1 III Prov. Jfenu Sign & Pad each pick-up window. W m Pavement .Markings See Sheet 2.4 ftr pavement marking details Pavement markings shall be 4" wide and painted ca yellow except that parking space lines shall be white. w °j Pro Raised Planter \ \ III �' 3/ Parking space angles are 60' or 90: a \ 44� Lot 433 Signs h h CS N I 1/ See Sheet ZF 2.9 and 2C Ar sign details 6 0 h II P3b1u Pavement Markings P9ovzd'e conduit and wire Ar the Allowing signs to be z y Pop. 12" Stop 432 supplied and installed by KZA107's Sign Contractor. 0 Provide one "Pick-bp Kindow" Sign tP.t K,). Prop. #rood Fence 2/ Provide two "inter' /hrzt/ Signs Prop. Cem. Cone. Xalk 3/ Provzd'e targe 'E'zu " Signs 4/ P3vvide one Scoreboard Afenu Sign Il p• 5/ Avvide one D' "Pro-sale '" sign . Sea Xall Pro Curb The Contractor Shall provide and install the Allowing Prop. Green Cone. Alralk Prop. =Si — . . — . . — . — — — — — — _ : : _ : : _ : : _ : : _ : : _ : : _ : _ _ _ — — signs complete arut in place.' Painted on Pnvewa Ont >/ Provide two A ' Signs 'Stop for Ped in Crossing"" � s v r t Prop. S'agn \ I , 2/ P wide two g' Signs "Caution' Watch Ar Traffz'c "" u � = o o a o 0 0 I 3/ Provide Handicapped signs as per sheet 2B and the 0 a a a a a a d Q _ _ Prop. Loam & Seedi directional "To HP Azrking" sign on this sheet. R O ' �'asemerLt 4/ Provide one R1-1 "STOP" sign c Provide one R5-1 "Oo Not AInter" sign ---------- -- -- -J 25 ' Wide I 6/ Provide one R6-1 L/R "One Way" sign j I 7/ Provide Handicapped signs as per sheet 2B. I a m ti Pla . ... . .. x n ill no a as dense \tN �F Mgrs 1 plant l �P 9c / ntinge of the pla symbols approxxrrzate full . ... . . . .. . 2 AM G O O oN (U .. . . .:. .. ::.::. .:..... ..•..•.•:.• •: I o �, grown s ze c x a x a xng w M' 2 See Sheet 1 r antin s at larger scale. L c � m ✓>. . :. : • 'a >, a . , '.•. ... .... . ... ... ... . .... ..... ..... .......... .... ......... ... .�:.•::.•. RYAN / .� � 9 9 !�' - _ •::: •. ' . • •�•,•. . -. . .• s'• . '. . '. . • '. . '. .•'. . . . . . .. .. •.••..'•.••.•' ••'. .•'.•..'. ..'• • u Ro. 30313 H 3/ zxstxng stmet trees which must be removed +' +' E I, Note e Reset Free p Q •.a 6 5 • • a • a� , •:, , e '. a >. , ':, ':, ':, ':a ':ea ';, , ': 4' :4. a '. '. e >.e '. a '. e :< ': •: Z n I SS tr and replanted. v ^ 5.5 — _ — . — . — . — . _ . — J � I (yHD v 4 � LLn .Z'Zt {: Ce erli Wi w , m I I __ 0 , t � 75 Plant List v Z n R 0 ' 231 15 S' 20 0 ^ p7 ' i n Hazardous d SY.flBOL BOTW VZr4L N.4Ar-S COWMON YV4jVT QTY. SIZZ v M � v o EE _ 6,F Waste RB.00 ' e.00' 20 Spaces 41700 Lot 434A 20.09' -� \ o I existing Trees Sycamore 0 3 1/.2"-4"" Cal L c , i I d �V e 24'.17' — ° s0..27 sa OP' \ Prop. A Sign b°' o D� L C Flush Curb 2700' �1 I ;� .QNB kzisting Trees Beech O 3 >/2" 4" Cal o Re..00 60' 3p�B aa` ,4J ?p' 1200' ', ,', ''` I f� Replant Varies 2 3 !/2"-4 Cal a ° :'•.f. ' Fxuh sb 10.00 .'•:ie . 4�'D _ p .SZ n kzxstzng Trees t V v0 ''.b' _ _ , . 2 0 I Lot 435 Faqus Beech 2 P-7' B&B a yv .......... ......... :. • . . . .. - .. :.:........... ere e• i � p(�a a '. a .a '.a ', , 9..6T' � :{.'�w. .:::....... g .$' I vv ; Prop. Plantin a Q 4 a" ." <> < a w I Cornus ffousa Chieese B&B o WE ND Y S - - 80.68' 815.oo' �R Xybszd Dogwood -• '' �,, ;, + . _ . _ . — I Pz'nus Strobus Weeping White 2 6'-7' B&.8 v a , a . < . < R2.00 ' l CG3480 _ I Pendula Pine 3 88 ,Seats K; Q r, .� - 8 44' 86.0 ' Lot 4348 I Thu Occidentalis Dark American 57 4'-5' B&B •'4 % t; � �.!-':'•'-'-` 8 Spaces 10. 00' 43. 07' 5.00' 1 Flo rArea= 2, 995E S. F o 4'`°�D p I PRELIMINARY 81.00' V 41 d o Cultz'vars Ni r¢ Arborvitae R2 ?.92 I 9 BIDDING v ; • v Rhododendron Rhododendron 27 18"-24" B&B On� a , ^ a':a h �! �. .` „ o I C❑NSTRUCTI❑N� Q ; - 5. 86.00 I Boule de Neige White ' ' ' °4 a' a' " II Rhododendron Rhododendron 19'-24" B&B Nova Zembla Red wENDY 'S: � :4 . Peabody Znt Street Rhododendron Rhododendron 20 >8"-24" B&B Salesn, Afars 810.00 atwbense Cr¢ndflorm Pn a4 a n WENDY 'S STORE No. 19 16 -24 B&B Tazus Cuspidata Japanese 86.2269 Cultivars Yew BRICK/FASCIA BUILDING 20 Granite Curb ' Taxus Aledia Hicks tlpright 17 3 Gal Cont. Xieksi Yew „ „ 30.00 2 n n Juniverus Chznensxs Blue Rug 2 3 Gal Cont. Prop. 38' No Parking zone Rem. &, Reset Gran, Curb � Reset Tree 2 n Limit of R & R Curb and new walk Horizontalis Wiltoni Junzver February 29, 1996 Won Peabod Street O T T `Y / Z 'A"'® Achilles Afillefolium Yarrow 22 #2 PotL7 �1 � ll/ Prop. SO' "1V0 Parking" 2'One 1 Cerrse Queen Xot P4'nk plant pairs L 1`i PLAN No , 95016-3 fl", Hemerocallis Dwarf 0aylily 66 iy2 Pot Stella D'Oro Yellow each =WIMIS CENTRAL � GRILLE 'L"® Liatris Borealis Northern 30 #2 Pot Blazing Star plant triplets JOB No . SHEET No Lot 990 Lot 389 Lot 388 Lot 387 Lot 386 Lot 385 Lot 384 862269 1�' See Sheet 1L; 2A-2C, for Site Details ill ' <r Grading & Utilities T` °f S 1 // llr�NI�Y"S ¢t 1 Peabody Street j i in Rs#' FOR - _ �'1� ' \ _ RY�41V 1F1VGIIVZZRl1VC CORP. \ Design Consultants & Land Surveyors \ P. O. BOX 161 NAfIANT, MASS.. 01908 Lot 443 Scale. > - 20 ' February 29, 1996 4 ; ® Lot 442 d Lot 430 I y I - NOT7s. All work shall be in accordance with The City of Salem and Commonwealth of Afassachusetls Standard i Speeiftcations and Details o Erosion ControlThe sediment barrz'Contractor to vr venttsitell and matmaaintainm entering proved �' /--- ------ _ - - _ _ -_ any wetlands, abuttingperties or any utd yp N w q I structures or lines. f Any stockpiled materials 1e/t on site overnight , W Lot 431 / Lot 444 I I shall be surrounded with erosion controls / f Curbing b 411 cement concrete curbing shall be precast and g I I / L% / u will have a 0.50 ' reveal except the following. ! 2\� Handicapped ramps shall be as shown on sheet 2B and along v e the Pick-II Window Pad arra where the reveal shall be c a i Flow k'bb0.60 " maxzmuTz. � I X d 75 m \ j I 2/ spot elEa.-ations shown are for bottom of curb. w o �' Nigh Tide AZevation 9 0't A�rater .5'e77/2CE -r - ® '�c,, 11 Fstim¢ted dEmand 1,BO0 Gallons per Day. ° '-, Prosxde ¢ccessible Curb .>'top in sidewalk. a � P VC B 1Jraar 3/ Provide accessible Corporation .`,'top al main 1 � � • �� Irra�ation Syste�rt o tl �' a I, ot 433 Aban EzzSt. Pifve 1/ endy's Landscape Contractor shall Provide and - r - Install a tzon r - �� / maintaining all tof la Qegetatione incalllalreas o � '� z - a Y 2) Obtain written approval from Mi City Nater Lot 432 4 Drain ® '; tl » ,53�- 10 P Y. C Operations F'ngineer of the required backJdou• prevention j -- ----- -- W_ I 20" Water 1 Top Pipe= 5.B Sl e= O 02 Alin device. i� f�rop. 2 Cqr� Service Pro D well -- ---- -� I !�' 3J Obtain written approval of detailed shop drawings _ - G \ r Rim= 14 00 9" Drain _ - in D 6 Gas I � to installation a provide as buzl pans fall Sewer / w 2 / ��Inv. 7 9S � Top #al= 12 61 lnv. = fO.BO Top Pipe- log - - - . . . prior work. � � t l o �- T a9" Oreas - � _ C�Rt� w�91 --, �� -__ - equals 85 ea Trap daily per Seat to 120 "v, < a-t ti / pe IP / = J a o o C C _ _ ! � e� ✓n v. 2 65 r / -��� y 1+' paa a a a Inv. = 1220 �� Q \X / � - � sects equals 1800 Gallons Provide 2,000 Gadlon Trap 4.2'1 w i ---- --- _- --- - 1O" P. Y. C. u =1603 r asemen�'/ / -- - ---- I y I Sewer Service rn� -B OB W �'AlH A_257_ ________ E �/ / j--- --1- - II J Ensta ltG aseT rap and Clean outsas hown Da 6 cc Z'lectric & Telephone Services a V O - 6S\ - k- 2 Elea - - 14 - - 1150 - 14 o a o Inv. =Full 50 - >/ Provide two 3"" Conduits. I 2/ Service to be 804 Amps a --- Rim-16.32' HSA-2r - �_ L�'.2"2.5't l�ryurell 3/ Provide (4 B� Lights -- A1.SL, Type 3' Di.Stribution, c cn cu Inv. =3 44 s 15 13.50 �� eset Rim= 13.50 Vertical Burn /OOO ' Afetal Halide on a 25 ' Pole. L � ,`n, � --- G_--- s - ase.t - 1e 7(, ------ -_ - 16 -- ---- - 1Q 40 Pro Inv. = 1 f. 00 r 5 Provide conduit and wiring Ar all utilities 1 v a 15.B3 - 15. 43 - O. _ I � ; �eking Lot Lights, Afenus, Signs, etc,/ not shown on .-. - m O - - - S=O.00 / r :. ex this plan n +> -- L In \ i 1626 - -- - - -- - S- - - s o3 _ 14.00 - 114. 00 - - - - - ,,, As-Punt Plans a I, N 1625 I 15. 72 \ 14.02 >/ The Contractor shall maintain and suGmit a -y M _N p reproducible copy of a plan of the utility installations a 01 c1 1 O� -•.:� showing actual installed locations with three ties from y 16 OST 15 14 S�p O.?,///o 2 Pro 25 LZ ht /T ed ob cts to each angle int in the lines L N r;� p .n 13.86 LP Clean Out /Ti1P/ g G >B.53 17 \ Weed Covered c W q I I 14 Vacant Lot E 18.66 X _ \Hazardous -- 18 53 \ 16.42 „ I00 fB > \ 1520 6B t 10 P. Y. C. Waste b RD D 18 5=0.03f -135 _ - o 00 � -1-� � ,. � _ � � °o. Lot -1348 I '.� �° •�C' SIJ 03B 17 9s » 40 ~ 17 V 0 19 ® LA YY l� �� -- 16. 46 � w 19.16 < S=0.02 4 e �_ I CGJ 480 _- 16.30 \ -y t� 147 15.14 -- - - F� JAMES y� a Propnsed Drywell Prop Sewer/Drain Afanlaole �- 3 �1 i o L�'lec. Tel. Service o RYAN O �I Floor L'lev. = 19. 16 `�N ` 0 142 P I U No. 30313 ti V I Paz Phone �`� ° � m p 16 'ST 15 14.95 it P Proposed Gas ,Shut Off Pmposed Water Shut off PRELIMINARY j w y Inv. = 15.56 C° W h o S-SjVBIDDING ®I 19 0ti 17 pf \ �' 1s 5o 33'1 1-1�2" !Yater I <q,Do� CONSTRUCTION I 0 1795 w � 1514 ff.o4 I O Proposed Trznsfornaer � Proposed "A " or 9" Light .00 L - 15.50 �rop. Crease Traly1890 iYass 1g 44 f 1B 1715 5=0. 02I wENDY'S 1705 BC 15.76 425 Prop Contour Llev. 5=0.011 Sur -e Slope > Peabody Street V q 0 19.85 19 1755 D 15. 75 0 15.22 0 - Chain Link Fence - -- -- I --y-y--� -X- ENDSalYrsSTORE No . T raj io ; Prop Bollard Prop Lzyht ENDY 'S a - rami Curb RICKiFASCIA BUILDING Xyd� 76 - S=0.025- L -- -'r ® F--- v = 6 � � � 5=0.021 _ � ® F R AA'-1 Water f5. >D ------ 14.30 -- G e C -2 z1W- - - W- s A1H A-201 3e" Sewer 18 AA(H A-2 t -Inv3.B S- - - -- V S -- -- -- S S 5- -- S -- S -S 6!___ s -- 5- S -- _ _ G,--_- G---- G- February 29, 1996 19.20 G G - G Rim=2 .63 Inv. 3 - � 6" Gas X1884/ B" Drain o ar-- ' Inv. = I G- Rim= 1774 PLAN No . 95016 4 / G !nu = 15. 11 0. 01 SAW A-154 - Inv. = f 1.67 p 1f' �' �. _�4+ �' ,o m io eo CENTRAL GRILLE BRim im=' 26® \ '� A JOB No . SHEET No Is . =1 Inu ll w Lot 390 \ Lot 389 Lot 388 Lot 387 I �� Lot 396 �- ! Lo/ 385 Lot 384 f inch = 20 it 60'� 6'" P. Y. C. Sewer See Street 1F for Utility Details 862269 1� 1 l!I' Site 'OetailS (Special) of #ZA60Y'S at 1 Peabody Street in FOR ,S�1L�'�1, �114S�S.' O �_e by RYWN ZAr6ZA rZFRING CORP. Oesign Consultants & Land .Surveyors J y P. O. gOX 161 jVAH.ANT, AWS.S. 01908 9" Bark Afulch �` Pew Over Zntire Bed ! Stip,' Waod Post Area � .' Wood Posts J? ��F+ Cont. or Fxp art. 8' O.C. Scale.' 1 = NT. February 29, 1996 Lawn k'dge /' 1/8" X >'" Contraction Joint Filter Fabrze ❑ flagbale Finz'shed Grade Slope Broom Finish Filter Fabric Afodificat ion ❑ 1/2'" Premolded Expansion Joint 2"X2""X36 Stake Stake Sod AreasFiller ,9e All Fined Obects & Where - Shown an L>wgs With >/9'" Sealant 2 per Haybale 6"X6" Trench Fxow -- ❑ 9" Continuous A-Plan Broom erznzsh Surface at Right with backfill L'arth Saucer Angles To Pzrection Of Balk H¢ybale ❑ 6" 'fin / // fiopsozl dliztu Around Bed `9 L Flow Butt Haybales ❑ Together NOTl;S. 4000 PSL Air�Fntrained Concrete - 6Alin Compacted F-brndi-s'tt�rKed Farth - Untie & Fold Back Burlap ��bo, oO�oaDO� aO �o pubo a with 6 X 6 W 29 X W 29 AWF i r it it ii - - Standards >/3 Ball Height. Synthetic Soil Under Root Ball �._ f6 " Gravel Base ,�' Loosen Hard Subsoil at oo° o oo. o� - "ooh Al! work must be in accordance with City/Town Standards or Treated Burlap Shall Q t4`� 044 0-p Q-o0 -Q-'d op S' Spacing Bet. Contraction Joints Be Completely Removed -J Base of Hole with Pick or L'yual fhnels Bet. Fzp Joints These details are provided to aid the Contractor zn See Plans For Location of Beds, Plant Spacing and Plant Materials = I _(Indisturbed Subgnzde_ I - Section Plan understanding the scope of the proposed work Ar Bzd ration and are intended r construction only when When planting on slope, modify as shown. Particularly note buzlt-up 90 ' Afar Spacing Bet. kzp Joints <�• Prete .lb .y no standard details are available. The Contractor shawl saucer on !ow side. A4RR1ZR n ` t detailsN7Ay C�fZ'NT COIVCRYZ7 '� ' yt a casesshall those w .b m hereon p z Z � b > b LJ Q y W a a Center Zine of Window 45.00' z° 10.4.2' 81.00' Std Pipe Filled Solid with T Concrete & Rounded on Topp as Shown , v v v v w 12 00' v v . 1 i i Allow For Curb at Pz'ck-Up Windows D D , D D D D D D D 4t. J , d d d d Finished Grade v v . 117 v v v v v v 1 W Z Y I ,� U D_' = J J J J J J Bollard to be %inted with cn a U d a d d a d F Two Coats of Yellow Paint - r 6 A2,ll Concrete to be 6'00 PL .S r . c L ReinArce with #3 Hoops 0 /2" O.C \� Bollard and with 4 - //4 Vertical Bars C5 w L Face o Curb Provide 3" Cover. Brick Face Loop petector c m o 0 75 o 6 N 2'-0" LOia 'fin. 6 c Ul (U L c U) 0� S" X S" SurAced Cedar fbsts TYP BOLL14�1� P. U. T lIN1�O #07- R4D �� with Beveled 710p � � a 10 Required /2 Pick-Up Window t 4 Trash Lncl t 4 TransJbrrrzer/ 2" X 3" Lloweled A(o ed Ceaar Rail u -- - L n v ,4 A � 1 + N �-- — paries f 0' 'fan a + +l 3 U V 3 PL" - t� All >'" X 4" boards to be double nailed All rands to be nailed through posts using aluminum ring-type nails using 16d galvanized nails as per— s 2" X S Rails 1 industry standardse >O""� >" "X4" Cedar Boa �� >" > �~ l ? N i _T % _ A _ a IT 26 Apply to all surlaoes w D 5 'H©7 Benjamin Afoone �G N _ I 'foorwood No. 089-66 i �- Charleston Brown Dr� c) � � ltB (VinylAcrylic Latex StaznlPRELIMINARY BIDDING Zy' CGNSTRUCTIDN� 1 - -- .A" Black Letters 9B" Black Sine Yellow Background Red Back.�and /`j7��— WENDY 'S ' Ye �1 1 l {r Peabody Street WATCH nR Salem, Blass. WENDY 'S STORE No . [SADTS �oy862269 �_ BRICK/FASCIA BUILDING FM PEDESTRUMWACedar Post LLLJJJ L7 LLLJJJL7 -� - JINX _ -�7MF� J Nffi'e CROS �1iAIX t4—.,4 >-/ 4" Blach Letlers -� /�J /J�� /J �j7� � \-- 9" ,Ihili Zellers J ,Ilesle Background R6— I L .l Y 6— / l f� - All posts are to be set ata 3' minimum depth wherever possible. %sts are to be set in acceptable •fill" thoroughly February 29, 1996 compacting the accepted All around the posts Where conditions 'L/1/� ,� > >� do not permit min, depth, a cemented 2" galvanized pin PLAN No , 95016-5 See Plans Far Locations of.11.ClT.C1>. standard signs shall be installed per industry standards o CENTRAL SP�'CI�IL ,SICN,S ,�ST,41VD,1RD ,SICNS , X000 ZACL' GRILLE J❑B No , SHEET No Coordinate arrow direction on 'C' sign. See Sheet 1C & >D for Location of Details 862269 1�' ISI �I Utility 0,taa, of FZY,0Y'S at 1 Peabody Street r in A-� t`Y L�1'�'1 1'�'11`Y 'A O I' Vanhvle Frame & Cover ��) LeBaron Type LB269--1 or equal by R7.4yV Z'NCINrZZ.R NC CORP. ote• Frame to be set Install Standard Valve Boz & Cover in full mortar be Pavement IJeszgn Consultants & Land Surveyors Sidewalk Crade Ar Access to 1-1j 2"" & 2" Corporation � Concrete Collar P. O. BOX >6> NAHANT, d(ASS. 0>908 lihirly Nut Stops Extend Access Pipe as Required Adjust to Crade with Q / a min. o12 courses / 24'" Edgestone of Brick Alasonry Pipe Openings to be Scale- 1 = N. T.S. February 29, 1996 I I o precast in riser section Vanhole Steps 4 1 #9 Bar around ! Street Base openings /br pipes `- F!p• D£a;Zer and O ring Joint a 4 over 1 cover Cap - o Sidewalk Tube Top reHeight of Riser vide '"Y'" open AWensions as Requid / Sections vary o sProin9s .Ib p r zAe & from >' to 4' p place non-shrink Extension Tube Q mortar ¢round installed pipe I Alin. 0.12 S . In ! I i Alain Tube - Steel per vertical 67 Alin. Standards ,1bot placed accord- ing to AASHTO All work must be in accordance with Alunicipal Standards. 99 Outside v 2'" Clear Px These details are provided to aid the Contractor in Sidewalk Tube Bottom Designation Af 1 understanding the scope of the proposed work for Bid } 90 " Alas 2" Dia. plus p preparation and are intended ,jbr construction only when I I Type "A "" Copper Service Tubing Concrete Filled a ' v Pipe Dia. Clearance no standard details are available. The Contractor shall / Sizes 3/4 '" to 2'; Inclusive Invert n o be responsible Ar complying with the specific details <I <i < defined by the Municipality which in all cases shall Main Tube .Shoe 6 " s . .-r , ,- '� 6 supersede those shown hereon. Concrete Base Nater Cast in Place 4 4 4 Alain T 6"' Alin, 4 U4.cn'Cdrax'stL4urbBedOr4roEaZUrtO h4-o—bAI a Curb Slop el nCorporatioStop > iII j II —III—III—iii —III—I To House or Building Precast Concrete Sections to Conform to } ASTA( C-4179, Concrete of 4000 PSI in ZB days (. o Curb Stop i-q Required Ar Service Sizes Larger Than 1-Inch) YZR VICZ X24 DR241YV ffz4N�IOL�' _77Z 1 . 1111I 4-- I U t-IU II- i- • - - U 2' S ! J J J J J v> nlUll � ! ari d ' ai, a L Al¢nhole Frame & Cover + ° brougyht to finished grade c N Light Duty in Lawn and ,p' L to m 117) Sidewalk Areas/ v ° d I H .. r b _ °D 77l/ i ice; n 12" Alin s + 0 i, p a 4." in full mortar bed \ Catch Basin Frame & Grate T Frame to be set ` LeBaron Type F or equal C v U a, C7 7 a a, — — — — — — _ — — C Normal Liquid Level >'-O " t__ Adjust to Crade with m 17 a min of 2 courses - v ' - Pavement of Brick Alasonry. —._ _--_ Concrete Collar ° ;tel 4' :3 twj " °QOo°Qbo 00 oO .. a a2O , OIlet Tee 3'-q0 �QV�000O.p8��o LJLS =w �1 \ OoOa• jOoOo ! OoOQ 0�00o Filter Fabrz'c AEF 460 HS ��Z Lq / Outlet Tee - I pb°o o• p ooLd .o o-0 0 o g f IS o a 0 0 °oc ❑ O O D O O O 0 ❑ mp po 0�0,00o Amer. An Fabrics o New Bed Td 000:' , or ¢ ved equal a f 4' .elfin Liquid Depth a-Ooo. 009':J I,'f' Ooo. Go p 9 23 2 000 Gallon Crease Traly I --- U ^o RQ - b 41❑ a o 0 0 o Q o o ❑ oa o X00 8 � ] N L- -- — -- - - - -- -- — — — — — — - — - ° �` p ip p p p p �, .. Oo�.io> C Dovo o •IOo Oo. �oOoo —�� v �o.• -o oo.` o oo.• o , oo.` o oo.` o oo.• o _ 0.0 p°Qc���ddll❑ O O (� � O co O O ❑IIL����bbW�� o�0`600 L� 3 •V j Q_ Q_ �. O_ Crazel Boryo,w.) O- O O- O oo �`0 0° e'-0 " a - 0u.. �� o o ❑ 6"' AliPRELIMINARY BIDDING II — C❑NSTRUCTI❑N� n to 1-1 /2' Stone Bottom la be on level stable base. o ODoo O° 4 ' Afin o VO°o WENDY 'S Undisturbed Material - SeCt�on O;p o0 ODove ❑ O O O O O a 0 eOb°�o 0�.0°0 Notes o 0 00 0• o - r o , c - oob �° S m Afars. O OooQQ O o o �� SoO �pO�oaOQ _ CQ OdoOQ o 1 Peabody Street oCa o aQ- oQQ- o CQQ_oCQQ- o o a o 1. The Crease Trap shall be made of steel m i nArced concrete. 8 0 o a o$ o v a g.o$ g o c Q o v a $ $ 4 All inlet and outlet tees sire to be cast iron„ Schedule 40 o 00 ,o 00 ,o 00 ,o Crushed Stone �oo,-,o o° Z. The Grease Traptank shall withstand H - f0 loading unless undercast—in—place O- -°o `O. PVC or cast—xn— lace concrete. Tees are to be centered -- I_ uENDY 'S STORE No . 9 p I — I— — I _ Undisturbed Earth— pavemen.4 drives or traveled ways" wherein H - 20 shall apply. under the manhole cover. ��� lily—!�� I��� ���Ii! � ! ;� ;� ;�� � � �;; I,;�i—'I�;� ; 662269 S. All pipe connections and concrete construction shall be BRICK/FASCIA BUILDING Precast Concrete Sections to Conform to watertight. ASTM C-496, Concrete of 4000 PSI in 26 days Design Loading A,4Sh70 HS20-44 Steel fieinArcement ASTh' 4-615 Crade 60, 1" Alinimum Cover February 29, 1996 PLAN No . 95016-6 a CENTRAL CE-WUM(W GRILLE JOB No . ISHEET No See Sheet 111 for Utility Locations 86,2,269 1f' 0 ARAE ON 24-0' / RADIUS CAPS SAA AAAI L•71�' r Ito 0O' +9 REINFORCING R00 3x3'SQUARE �t r 0 r0 (CONTINUOUS) WELD POST TUBING ,gyp I tv �� GRADE STEEL TUBING. SHOP - 4 WELD ALL JOINTS a FOR b e %z xr FLAT HOLE b T OVERLAP Ar HINGE TABS HOLE ���//( (TYPICAL) I NPPP HiwE TIB i `�• ADIUSTABLE �� �GATE HINGE ( Ix8 ROUGH SAWN CEDAR HINGE TYPICAL 6) BE LONG wlYs'BOAR SPACE GATE SIMILAR TO ` FRAME SEE DETAIL �� � � BE71rEEN BOARDS CAT£5 ON fAONT SO• // (STAINED SEE SPECSJ NOTE: ALL CONCRETE CURBS TO HNE EXPANSION JOINTS POST SSQ/AItE b OR SAW CUTS NOT MORE THAN 20-Or APART b STEEL TUBING II y � I to � GREASE BARREL STORAGE � Lr G10�I MTE CURB DETAIL b SCALE: r• r0 DIA rO i TABHINGS ADJUSTABLE � • r0 6'-e HINGE i 11 HIAA DETAIL CEDAR POST(TREATED) • ' 71 VERT. 3, 4O OL. , BONDING AGENT POST BASE: 177 SrMPSOI C866 3'ASPHALT• CO PACTEDT THICKNESS)PPING w✓l21%- BOLTS ' I � � HOWTHIS COLLO M. TIERMINATELLED EPIPE - t I j Fl DIMENSION 6'O ABOVE CONC.APRON. ..-r� r/z' PAINT HCHWAY YELLDW A, N FINISH • J . SLAB B GRADE b _ES f b WIRE MH (SEAL SLAB r .. . � AGAINST GREASE ABSORPTION) A 6•CRUSHED STONE ' to (COMPACTED THICANESS) '14•x//2' n STEEL PLATE Irx/8'x36• � EXTRUDED CURB DETAIL CONCRETE ° F(XITING i TRASH LNAM°STER AREA SCALE: r• r1Y 1 4 Qg 0 r CLEAR AO'-t CLEAR At HOLE FOR )k'DIA BOLT (TYPICAL) r a LI HTA00 MOTES OWTED EXPANSION JOINT AT EACH POST FOOTING 4 Ri L SITE LIGHTING TO BE A AO00 WATT METAL HALIDE VERTICAL BURN FIXTURE (TYPICAL 4) STEEL PLATE TO TIPLEMEET DISFOOTCANDLE SHAPES (TYPENTS I, 2. 3. 4) NT BE ALLAYED " C Q A TO M£f7 FOOTCAN[NF REOVIR£MfNTS USING SEGMENTED OPTICS f�i Xr ' SCALE: • r� I� SCALE: i"• r-0' \11I� SPACER L '6' -_ ---- - O $ 2. LOT IS REQUIRED TO HAVE AN INITAL AVERAGE OF b FOOTCavDLES AND THEN BE REQUIRE TO MAINTAIN A MINIMUM OF 2 FOOTCANDLES O � �1 1 0' 3. LUMINAIRE FINISH TO BE BRONZE • A GATE LATCH DETAIL A• i Z 6•COONC.FILLED STEEL PIPE j y�W � a 6OLUM'. TERM) STEEL PIPE COLUMN. TERMINATE PIPE 4. BALLAST SHALL BE MULON R 120. T 240. ORO 1 VOLT SCALE: S• r0 12 REQUIRED) COLUMN. ERVCONC. '� 6O ABOVE OONC.AN�. 480 VOLT MAILABLE UPON REQUEST WITH A 11Y0 r21 YEAR WARRANTY 6-aPAINABOVE YELLOW'. 4'x4' CEDAR RAIL PAINT HIGHWAY YELLOW. i N 5. APPROVED DISTRIBUTORS: //z II ROL16H SAWN CEDAR ! RUEFF LIGHTING I-800678-1532 (STAINEDCIFIC SEE 6'-*LONG STAGGERED SPECIFICATIONS) J. E. MARTIN ASSOC.. I-800w/rOVERLAP (STAINED462-8235 �i' DESIGNED LIGHTING CONCEPTS 1-800-248-5463 USE TREATED 2x BLQCxIAG SEE SPECIFICATIONS) AT ALL HARDWARE MOUNTING i_- - - �'X//z' TRASH EAjC1DSt/lE PLAN SPACER - Q SCALE, /O ?Q Ito STEEL PLATE tp 12' (BRACE) I r 8. WELD BRACE 40 TO LATCH 6'x6' (TREATED) •' W CEDAR POST (I BASE AND 10I 4'x4' CEDAR RAIL +'OABOLTS is to W o I (STAINED SEE 0'/z• 9,O SPECIFICATIONS) ORNE ON L•C/SKWS Nw YLAE/Y HOLE FOR -X'DIA 01ip a CAPS FOR 4comes rvxs 3 W SPACER BOLT (TYPICAL) _._ ADJUSTABLE ~ HINGE (TYPICAL 4) I - `I r 30 (LEVER 'x //z'1 n ( LONG RODS DRILLHHOLES IN CONCRETE TO LOCK GATES IN OPEN W GATE LATCH DETAIL •� a � ' A AND CLOSED POSITIONS 100, Io l l I 1-1SCALE: S• ICO U REQUIRED) H1 Y p LIGNIN POLE 70 BE FURNISHED AND INSTALLED //z• SQUARE � 7.n BY ELECTRICAL CONTRACTOR. POLE AND LUMINAIRE STEEL TUBING. SHOP TO BE FURNISHED BY THE SAME MANUFACTURER /Z DIA 8' WELD ALL JOINTS 4 FOR PROPER INSTALLATION OF SITE POLE HEIGHT - 3D-Cr CONCRETE 10_ LIGHTING ALWAYS USE DOUBLE NUTS POLE DIAMETER - 5' (INCHES) FOOTING S "ft WrES • AND WASHERS. THIS ASSEMBLY WILL N POLE TYPE - STEEL SQUARE PREVENT MOISTURE BUILDUP IN THE GRADE _ - _ - L ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL PULE BY ALLOWING NR TO CIRCULATE POLE FINISH (INCHES) CIE �� Lo LOCK CODES AND 5DIL CONDITIONS. BOLT SIZE IS (INCHES)BDLT CIRCLE 2 DESIGNS ARE PER IS PSF WIND LOADS THROUGH THE INSIDE OF POLE. ,y�Hpq BOLTS rxJ6' w�DOVBLE NUT WASHERS (0 33 BASES MOUNTED DIRECTLY IS Ix8 ROUGH SAWN CEDAR (VERIFY LOCK WIND AND SGML CONDNTIOwSL CONCRETE CAN CAUSE A MOISTURE b i b BUILDUP AND DETERIORATION OF 7n£ POLE'S STABILITY 6'4LONG w/� SPACE� � y � BETWEEN BOARDS(STAINED SEE SPECSJ AINTED PAVEMENT MARKERS ARE TobL t HE 4- 3 ANDFURNISHEDBY GENERAL CONTRACTOR BESDL/D YELLOW Ao � (DD NOT GROUT ASSEMBLY) ALL SIGNAGE TO BE SCALE, y 'ry Aff �° INSTALLED BY TP�CK1/P WINDOW A 24• CONVEX MIRROR SHALL BE PLACED AN AN s . WHEN UNABLE TO VIEW CAPS PLACING ORDIERS'D IECTLY FROM ii� SIGNAGE ERECTOR , ru ArL•nox LA'PRWATf LOCATION IW TO V/EY CUSTOMERS AT ORDER STATION.FAw* GLE � • AMTS ' ;;, 'C •,r SCALE, •• ra SAND FILLED 6'O PWLAWAx PAVERS JOINTS : s 8 48 1 'W ANCHOR BOOTS AND PIER ' s�yf O � ; � - r _ --_ _ __ - -�- - -1 $12' W 3100' INSTALLED BY ELECTRICAL CONTRACTOR ro `^ ; �,z y,-, --- .3'£ 4 SIGNAGE ERECTOR AND r „ `,u p ^ KA WS Sym Ma .n o . GENERAL CONTRACTOR TO h r AR CX/fA A&DLMf W , � COORDINATE THE FOOTER - 'n ,Y�� '•'� : u N I � l9-0' RADIUS 8, NOTE; x t R£CUIREYfNT� AND 7HE: K 3 (M/NOMI) LIGHTING SUPPLIER 70 DETERMINE ' INSTALLATION FOR ALLy� b �• ' ' EXTERIOR SIGNAGEWIND LOADS AND LOCK ORDINANCES -O W WHEN POSSIBLE. LOCATE POLES ON ' - • - - .y 4 PICK-UP ,� LETTERS rHIGH OUTSIDE PERIMETER OF SITE .. ' - �`x 1 ' -- .y' w-O' ,�, LETTERS S BEDDING COURSE GCOARSERI BASE WINDOW EXIT ONLY 'tiAN "� �" 010 CENTRAL EXTERIOR PACE LIGHTS EXTERIOR SIGNAGE FOOTER PAVER DETAIL RECOMMENDED DRNE-THRU RADVS PAVEMENT MARKER DETAILS M. s+ rr► SCALE: %z'• rO SCALE: r• rO' NO SCALE: SCALE: '/.' rO SCALE: %z' rO L2A - /ANI f7tN9 si---------- ------- -----------------i i PARKING E 2z Ir PARKING A To j ; FOR E r43LI W MiW #A1MCrER (ADI CLMPLIAACIE MW_ FIXED OR BUILT-IN SEATING, TABLES.'000NTERS OR WORK SURFACES.Aim REQUIRED TO BE ACCESSIBLE BY 4/ SHALL COMPLY WITH 9.32HANDICAPPED II 4382 SEfffAIM (AM COLwumm GAOE1i IF SEATING SPACES FOR PEOPLE /N WHEELCIWRS ARE PROVIDED AT TABLES. PARXINa i i I i SPACE COMPLYING WITH AP-4 BALL BE PROVIDED. SUCHNTERS, OR WORK CLEARLFLOORAR LOSQPRACE SHALL NOTT OVERLAP KNEE VAN ACCESSIBLE i I ii SPACE BY YORE-THAN 19' (10l) (46511W PARKING SPACE I Li----------------------i 444 SIGNAGE (ADI COMPLIANCE 0") i 43L3 KNEE COEAIRAN M (ADI CoArUANCLr GNIE) ACCESSIBLE PARKING SPACES SHAM BE DESIGNATED AS RESERVED BY A SIGN c---------------------- ---------------------j IF SEATING FOR PEOPLE /N WHEELCHAIRS /S PROVIDED AT TABLES. COUNTERS o SHOVING THE SYMBOL OF ACCESSIBILITY (SEE 4.30.7 ADA COMPLIANCE GUIDE) AND WORK SURFACES KNEE SPACES AT LEAST -SH LL E PRO) HIGH• ib j3 qan (S UNI (ACE R WIDE AND l9'INT (485mm1 DEEP SHALL BE PROVIDED VAN ACCESSIBLE SPACES COMPLYING WITH 4.1.2 (51(81 SHALL HAVE AN ADDITIONAL SIGN 5'� (SEE SPACE REQUIREMENT DIAGRAMS) PARKING SIGN VAN ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. SUCH SIGNS M7&W SHALL BE LOCATED SO THEY CANNOT BE OBSCURED BY A VEHICLE PARKED �y{ 43L4 NEW LBF MRJRCR SrNeFADE's (ADI CDMCALIAMpE WADE) ® yf IN THE SPACE. THE TOPS OF ACCESS/BLE TABLES. COUNTERS AND WORK SURFACES, FORWARD OR REAR ACCESS SIDE ACCESS SHALL BE FROM PP SHALL OR GROUND. (IN) TO Jf (/N) (700 TO 86NOW ABOVE THE FIN/SH HANDICAPPED HANDUCAPPED SIG " ® RAMP NO SCALE COMPLY WITH LOCAL CODE REQUIREMENTS SPACE REQUIREMENTS FOR WHEELCHAIRS « HANDICAPPED NO SCALE COMPLY WITH LOCAL CODE REOUIREMENTS PARKING SIGN FREEZ .... I 36' fAw) 36" nW: (aw) I V 94wqm SUM l8•(AW) l8'(WW) l8 MAW /8(wW( 42 dwl /ram R/FREEI 457m 49r 19r 47r w)M7r 0./r I \\ POSSIBLE P05SIBLE WENOI"S i �/ WALL LOCATION WALL LOCATION I � (REAR Of BUILDING) � i I FI;. 43 (ADI COMPLIANCE GUIDE) CLEAR FLS 44t LOCATION (ADA COMPLIANCE GUIDE)ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE IA/1ElBVATgM(DISPLAY I SYMBOL �� SPACE (Y/N/YUYI OF i CLEAR FLOOR / i SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. � SPACE (Y/NIMUN) 301 IN PARKING FACILITIES THAT DO NOT SE430.2 CHAIRAC/ER PROr{ORfNJN (ADA COMPLIANCE G//QEJ SERVE A PARTICULAR BUILDING. ACCESSIBLE PARKING SHALL BE CLEAR (MINIM _ _ SPACE (MINIMUM) I � �-----_- LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ] MMo W ENTRANCE OF THE PARKING FACILITY. IN BUILDINGS WITH MULTIPLE' ACCESSIBLE ENTRANCES WITH LETTERS AND NUMBERS ON SIGNS SHALL HAVE A W/DTH-TO-HEIGHT RATA BETWEEN _ J I _ _ __--_\__-_-_---_/._ _ _ POSSIBLE ' ADJACENT PARKING. ACCESSIBLE PARKING SPACES SHAG BE DISPERSED AND LOCATED CLOSEST TO 35 AND /d AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN I,5 AND IdO. - ` `,u� I 9[(• (mw) WALL LOCATION ' THE ACCESSIBLE ENTRANCES. 430.3 COLOR CONTRAST (ADI COMPLIANCE GIDE) 0�ww a 443 PAVW SPACES (ADA COMPLIANCE GUAM CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT .' ACCESSIBLE PARKING SPACES SHALL BE AT LEAST B4 (243Bmm/ WIDE. PARKING ACCESS AISLES CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. 48 (m) "y2? SHALL PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY 430.4 RAISED ON INDELNTED cHARACTERS OR SYMBOLS (ADI CUIPLIANCE GUADEJ Mss.w WITH 4.3. TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE (SEE LAYOUT ABOVE). LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED OR INCISED �2' (0.8mm) MINIMUM CLEAR FLOOIR SPACE AT WATER CLOSETS AND LWATOR/ES PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE. AND SHALL BE SANS SERIF CHARACTERS. RAISED CHARACTERS OR SYMBOLS SHALL BE AT PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING LEAST %' fl&=) HIGH, BUT NO HIGHER THAN 2's (50mm). INDENTED CHARACTERS ALTERNATE DOOR 450 (29&YdW IN ALL DIREC (IJCATXIN -MS. ` OR SYMBOLS SHALL HAVE A STROKE WIDTH OF AT LEAST r/� (6mN. SYMBOLS OR � 41A/ WATER CLOSETS (ALM COMPLIANCE 0" 4 Ill GENERAL (ADA CO N LU" SLUM PICTOGRAPHS ON SIGNS SHALL BE RAISED OR INDENTED !�2' (08mm) MINIMUM. 32' rwwR ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH 4.16. ACCESSIBLE UR/NILS SHALL COMPLY WITH 4.16, HANDICAPPED PARKING SPACES 430.5 SYMBOLS OF ADCESSIBLIIY (ADI COMPLIANCE GUIDE) 4'(WAx) man 4,1&2 CLEAR FLOOR SPACE (ADI COMPLIANCE GUIDE) 4ALE hEINNT (ADA COMPLIANCE DIS ACCESSIBLE FACILITIES REQUIRED TO BE IDENTIFIED BY 4.I. SHALL USE THE mmSCALE: L /'-gCOMPLY WITH LOCAL CODE REQUIREMENTS INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL BE DISPLAYED AS SHOWN CLEAR FLOOR SPACE FOR WATER CLOSETS NOT IN STALLS SHALL URINALS SHALL BE STALL TYPE OR WALL HUNG w/ELONGATED RIM IN FIG. 43. \ COMPLY WITH DIAGRAMS. CLEAR FLOOR SPACE MAY BE ARRANGED AT A MAXIMUM OF /7• (IN) (432mN ABOVE THE FINISH FLOOR. 430.6 MOUNTING LOCATION AND HEIGHT PADA C1aYP!lAMCE GUIDE) TO ALLOW EITHER A LEFT OR RIGHT-HANDED APPROACH. RAlX ` � 4 CLE* FLOOR SPACE (AW COMPLIANCE GUM INTERIOR SIGNAGE SHALL B£ LD HEI GH ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL 4143 HEGHf (ADA COMPLIANCE GUIDE) A CLEAR FLOOR SPACE JO (IN) BY 4(R' (IN) (760bm BY 10911MO BE MOUNTED AT A HEIGHT OF BETWEEN 54'AND 66' (/370" AND i675mm)ABOVE THE THE HEIGHT WATER CLOSETS SHALL BE (r (TAI)TO 19' T SHALL PILI/DED /N FROM OF URINALS TO ALLAY FORWARD FINISHED FLOOR. (432mm TO 483mm) MEASURED TO THE TCW OF THE TOILET SEAT APPROACH THIS CLEAR SPACE SHALL AD.pIN OR-OVERLAP AN (SEE DIAGRAMS). SEATS SHALL NOT BE SPRUNG TO RETURN TO ACCESSIBLE ROUTE AND SHALL COMPLY WITH 4.24 URINAL /2 ��fl� A LIFTED POSITION. SHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF BUILDING. PLANTING (ANY NO"ALK/NG SURFACE) HANQICAf'PED Si'MBQL.S THE URINAL ET MAY BE PROVIDED WITH z9 flN1 nJ5mm1 - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - NO SCALE PRODUCT TY GRAS ARAB BARS (ADA CLOSETS N G/1CBE1 - - - ` CLEARANCE BETWEEN THEY. k;J1 GRAB BARS FOR WATER CLOSETS NOT LOCATED /N STALLS SHALL THAN THE�c SWEs M HANDICAPPED DECALS COMPLY WITH ILLUSTRATIONS AND 4.26. 4 LA4 FLUSH CONTAW (ADA COYPI/ANCE ply) S4AU MVT EXEED Aa COMPANY NAME( WASSERSTROMICBCZD FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND TELEPHOIEi 800-44+4697 JIM CAMPBELL ^ - SHALL COMPLY WITH 427.4 AND SHALL BE MOUNTED NO MORE LILJI' GPIs./ GENERAL (ADA COMPLIANCE WAM THAN 4,F (IN) (1120=9 ABOVE THE FINISH FLOOR. l2 ALL HANDRAILS AND GRAB BARS REQUIRED TO BE ACCESSIBLE am) BY 4.1, 48 OR 4.9 SHALL COMPLY WITH 4.24 • ,xiyW, 4Il/ GENERAL UDI GM•ML/AIII,E SLAW taw) 4BLZ SIZE AND SPACIMM LP GRAB BARS AND HANDRAILS (ADV THE REQUIREMENTS OF 49 SHALL APPLY TO LAVATORY FIXTURES• fw ' LTLW w1'WAU THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A VANITIES. AND BUILT /N LAVATORIES �7 4P (mm 4$ mw MOUNTED FIXTURE HANDRAIL OR GRAB BAR SHALL BE //4' TO M2' (32mm TO 3f?mnl F OR THE SHAPE SHALL PROVIDE AN EQUNALENT GRIPPING SURFACE. 4 ALf HE111 /T AND pE/11ANCE5 (ADA COMPLIANCE f{i) L9W AFrtimomw ONLY /42010 w/FLOOR !F HANORAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WALL LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER ha (A R s 4'-IF r) MOUNTED FIXTURE THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE SURFACE NO HIGHER THAN,34' (IN) (8&%mN ABOVE THE FINISH Lb 1:10 h/2 I r 10 N few l'1j' (36m ) (SEE FIG. 39 -A THRU C. ADA COMPLIANCE GUIDE). FLOUR. PROVIDE A CLEAROF AT LEAST 29' UN) (735"W HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS A ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE APRON. �J STANDARD STALL MAXIMUM OF 3' UN) (75m ) DEEP AND EXTENDS AT LEAST 0 (IN) KNEE AND/OR CLEARANCE SHALL COMPLY WITH FIG. 3A !f`' x (455RrR) ABOVE THE TOP OF THE RAIL 5� g 4IA3 CLEAR FLmR SPACE (ADI C WNA4 CE AMW �- WWF W A CLEAR FLOOR SPACE JO (IN) BY 4C UN) (76Dw BY 1BRmN Q i tP 4fl./ L"CM (ADA COMPLIANCE GIDE) COMPLYING WITH 424 SHALL BE PROVIDED /N FRONT OF A ACCESSIBLE TOILET STALLS SHALL BE ON AN ACCESSIBLE ROUTE LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOW 10 0 , AND SHALL MEET THE REQUIREMENTS OF 4.IT. SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND i SHALL EXTEND A MAX/INUM OF & (IN) (46,'f7W UNDERNEATH THE - LAVATORY (SEE FG 32L Y r Q� ��/ /�'� ; 4IT.2 WATER CLOSETS (ACM COMPLIANCE GNDEI HAi(MO�VAN I ED IlI7AP Lam.) AIL WATER CLOSETS IN ACCESS19LE STALLS SHALL COMPLY WITH 4.16 � " zs nnvR � 4fA4 EXPOSED PIPES AND SIARfAtES (ADI COMPLIANCE G/1fE1 Tf:ew 411.3 SIZE AND ARRANGEMENT (ADA lXMIPUAICE GLIDE) HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE SCALE, V4'- /O COMPLY WITH LOCAL CODE REOJ/REMENTS � \ i THE SIZE AND ARRANGEMENT OF THE STANDARD TOILET STALLS INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST FORWARD REACH CLEARANCES \ i CLEAR FLOOR SHALL COMPLY WITH ILLUSTRATIONS (FIG.30 ADA COMPLIANCE GUIDE) CONTADT, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES o i✓ SPACE TOILET SEMS WITH A MINIMUM DEPTH OF 56' LINT (1422mm1 UNDER LAVATORIES ELATION HEIGHTS i (SEE ILLUSTRATIONS) SHALL HAVE WALL-MOUNTED WATER CLOSETS. 8 47.1 LXffDV (ADA COMPLIANCE GI/AEJ /F THE DEPTH OF A STANDARD TOILET STALL /S INCREASED AT 4ILS FAUCETS (ADA COMPLIANCE G IDV CURB RAMPS COMPLYING WITH 4.7 SHALL BE PROVIDED WHEREEVER AN ACCESSIBLE ROUTE GILL GENERAL (AM COMPLIANCE G//QE) LEAST 3' (IN) (75m). THEN A FLOOR MOUNTED WATER CLOSET MAY FAUCETS SHALL COMPLY WITH 427.4 LEVER-OPERATED. PUSH TYPE I PUBLIC TELEPHONES REQUIRED TO BE ACCESSIBLE BY ii CROSSES A CURB. 9.1 SHALL COMPLY WITH 4.3/ w/WALL BE USED. ARRANGEMENTS SHAUN FOR STANDARD TOILET STALLS AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES 47.2 SHORE (ADA COMPLIANCE GNOEJ 36' (uw) 4$ (mm) MOUNTED FIXTURE MAY BE REVERSED TO ALLOW EITHER A LEFT OR RIGHT HAND OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF y,�, APPROACH. THE FAUCET REMAINS OMEN FOR AT LEAST p SECONDS. s M SLOPES OF CURB RAMPS SHALL COMPLY WITH 48.2 THE SLOPE SHALL BE MEASURED AS SHOWN 43L2 CLEAR FLOOR OR GRG/ND SPACE (ADA COMPLIANCE GUIDE) w/F(OOR TRANSITIONS FROM RAMPS TO WALKS, GLITTERS. OR STREETS SHALL BE FLUSH AND FREE OF ji A CLEAR FLUOR OR GROUNID SPACE AT LEAST 2-E BY 4'4 4-I/ (mw) MOUNTED FIXTURE EXCEPTION: ABRUPT CHANGES. MAX/MUM SCOPES OF ADJOINING CRITTERS. ROAD SURFACE IMMEDIATELY ADJACENT ; -1 TI62mm BY l2/9mmJ THAT AM1AW8 EITHER A FORWARD OR PARALLEL momm /N INSTANCES OF ALTERATION WORK WHERE PROVISION OF A PREUY/N/1RY TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1120. APPROACH BY A PERSON USING A WHEELCHAIR, SHALL BE PROVIDED STANDARD STALL /S TECHNICALLY INFEASIBLE OR WHERE PLUMBING BIL710VNG AT TELEPHONES )SEE DETAILS SHOWN) THE CLEAR (COOL OR GROUND STANDARD STALL CODE REQUIREMENTS PREVENT COMBINING EXISTING STALLS TO (,ONS'TRWTI y 47.3 W/DfH (ADA COMPLIANCE GUI>E) SPACE SHALL COMPLY WITM 4.24 BASES. ENCLOSURES. AND FIXED PROVIDE SPACE AN ALTERNATE STALL (SEE ILLUSTRATIONS) MAY THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 3'4 (914mm) EXCLUSIVE OF FLARED SIDES. SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES BY PEOPLE BE PROVIDED /N LIEU OF THE STANARD STALL COMPLIANCE USING WHEELCHAIRS. 4j7SURFACES OF CURB RAMPS SHALL COMPLY WITH 45 4343 INHUMING HEIGHT (ADA COMPLIANCE &WE) VENOM 47.4 SURFACES (ADA CO L______________________________ THE HIGHEST OPERABLE ,PMT OF THE TELEPHONE SHALL BE 36' DMW 47.5 SIDES OF CURB RAPS (ADA COMPLIANCE GUIDE) WITHIN THE REACH RANGES SPECIFIED /N 4.25 OR 4.26 IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALX ACROSS THE RAMP OR WHERE y� I f MIRROR WEMQ'S STORE Nn IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES: THE MAXIMUM 411.4 PRO FAADNG CEJEMS (ADA COMPLIANCE GIDE) $t P5Faw04W 360 mml SLOPE OF THE FLARE SHALL BE ld0 (SEE DETAIL ABOVE). CURB RAMPS WITH RETURNED CURBS re9ew TELEPHONES SHALL COMPLY WITH 4.4 •rr BIMyC/ERROR 9/NlNAM MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SIDE REACH CLEARANCES \ 10 a (FOR ADUTIOWAL INFORMATION REFER TO FIGURES 12(0)AND l2f'b)IN COMPLIANCE GUIDER LET f1' aw) SINK PAPER Baer �yy DEPTH �MEE TELEPHONEWErriffS AND CLEARACES CLEASVICE '�NO SCALE COMPLY WITH LOCAL L1OLE REOUIRENENTS � rrWlw/WALL TOE maw �I °j � OM i 42 rrWl 4'$ ow MOUNTED FIXTURE ull T EAIIAMCE p, (LVTN aw,� 1490m w/FLDOH etDlr�eE ��/ 4-/f (AW) MOUNTED FIXTURE '� #a SMET NIC NA°" DRAB BARS AT WATER CLOSETS LMATORY CLEARANCES STAN a4W ffi ALTERNATE STALL ' I