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SALEM DESIGN REVIEW BOARD SRLEM DESIGN kEOEW QoRRII--�, _ l�J� a ►� Le05 A 107; `mac ` . '-*.a`. � ?? �� Si l pill l _cau ti-11 eeeo iacA I�� ,'S�i .e'°�€� u_d —Cc !` [rte/_ I��/ II+I 1. 1/ �r s ` �• l �+ ..�y�,, n /1� ,�+�! F'��= Hv��' � _ <J ��J+'J 3S'{ �I.-�... WK �. ee f-. �r �a #_' 3 �'_ F WMW ........... �f SOR r'.. C� _ � v 1��-i'J Be��{ � l��t-s��'F r+� %'i '^et�F 1+K -��my•.�w.-.. - _ C�„,-�-�-. � 5� .-� -�-'"_i-�a-�-�•�-tea z. ��•�� - � _ QI _ _ - WENDY' S PROPOSAL PEABODY & LAFAYETTE STREETS �y�5 OUq qFc it p F s,ns SALEM, MASSACHUSETTS e OLD FASMONED BAMBBRGER,S® 1 I I �I ,v ,\ �� ' r � 'fie aA' r:,, � w+ ` �' �1�,�� x`• ��„ ._. .- �:�\fit r .::'�: - % �*'/•. it� ,� �r�"^n'�a` �)..(.fF �)� ..iib `V .^ t , \1 'S A Ys`►� 1�'s _ : l �`�\i�.�f./��j��\ ��lh`\,:��. � ��" :•�1CCf�®B ��'L.e�'^' �� 'k � .1"f��a��TF� a� t 7 '..;{��'C 4..',�„�" L fa.'�,:,..,•SS�y a.-U' „�y yam, 5��`R`\.�:� -.aim'=�4"V 9 .l `` �i�l)L-F'�� . '�.."q' y��`��F?'.�L�ti`x',j � �.. �\, �fm i�{T�_��"t \ .tq;7 •y 4�,y 'eLJ�:,r�.�-„� ;e.., �^� � �a�� :� .; ..�+m; y• �. r ,p` pdS: �. � '� O� -Zf � - �. / � `('1 ��t yE;s x. .:,.;�^, t r. .' � 1�Ytsi� .t*'�" '7 :'G '' `G✓f ,fi fel_- c '. .i vt-t=:]�a-d1dYJ�' I'I - IYYI s - — — e �e 9r� }Cs'� '6'-L�_`a1vP' n i_ /�4*`,-• i,ate`.:,-sv P'�. Fii�` �_� �' �� ' - / c .�. .,�,,�,�.sg,.,�?.._ .�= esT,�_-.;- ♦�w�G'�o \-.r;'F' p �r-- - ® � �� ,c, '�v�e � ':.pfd �'.,t __ ."-^•�_j O'.� \ ,�f L ,��.. v, ./r r. .. � J�„�!},j Y,� ��.t.4:��- y'`•-F I'I `F'sry.?='RP- \ �j` �:ead.!„�� ss-� ' ,�-�J�-s su'�gr-e�� I�.�y®� f� ;cti.,,d 5 - ,^•.� �,'. ,' -.. ry - F .�`�� `rll,.."� :. _ � � '�A��— ,,.c'_ _115` \��a.��i -��:®: - :�.e.:-��-p,>.�;,`"•r=- BN {J ply � .I'� _ �- / I i _ l�. jy- .ra _ �I k _ I. � _-y.. 4,, ,F-"� '".gc'� xe,�\\�a.�•� Ell- At �►_a�a�-?:Co�'<"�.<I' � ��4`"�� 9�� ®�� II'i�'•' - � .un� .I ,., �3`ll�.y�.�jye. -�:.-1� :-� is '!r^ �c';��_ :=_."al7".id:�_�:u♦ Fes '.�' ��®I. _ - �p�_. ®i�353�7t r=—� �_e8��ie:G � "��.# � /;,. b ��ryy�� I, - �;. �=.-..r.,�.' - mem. _sv_nom- -i,.•:a � f r � t ,f.� �. :1y � ��::� .Zig-11 - .tel\. �„IOW iYa .�� - 'i PF-.- 9�.>c��.ca,-'-Sia «:;�. `;La. �, _ d_ is ,�' IrEpm�_-_-- -fix L. . ,�_^_.,ffi's�.:, v�w.�4�� 1 , _ i.+�-.,: _` �. _ 2 tkYu C [.r�r�'_"3 A` - ,•v� % /-"s 4 '_ /{, ,p. �F' V� 6eL._ %� _,:% ,6- '1t. - , v :A � vim. � �� r• ^ � ,i�� j�'� - � _ SOMME3 _ A ..:-. S _ � 1 • N i � i "R 1 Man of Land of A'LN!>Y'S at > j%abody Suet in R B 6y Y RZ4jV eAVjrWls''drAV CORP. D ` Design Consultants & L¢nd Surveyors � i P. O. .80X >e1 ArAff4 ,, JfASS. 01.908 .Lot 449 Lot 442 Scale: 30 ' June 2, 199.5 � Lot 490 d To Aendy s Old Fashioned Hamburgers of New York, Inc. and the Title Insurance Company insuring interest in this site. This is to ceriiA that this map or ,slat and the survey — 7-7 _ _ _ _ _ . _ . _ . ' on which it is based were made in accordance with z II: 'A(inimum Standard Lbtat'l Requirements Ar ALT,4Z4CSAo1 Land Title Surveys'; jointly established and adopted by ALTA 0 /Lot 491 Lot 444 III and ACSAI in 1992, and includes stem 4 of Table A thereof, and pursuant to the Accuracy Standards, as adopted by ALTA on October 17 1992 and ACSA( on November 1!, 1992, r ? - II of an Urban Sumwy III P'm1&sstonad Land Surveyor ,¢1,70913 L7te ca wI The Aendy s Lease Area and Pttlity Basement shown on o � � this plan are not located in a Aood hazard zone as shown Zbp T7 �II 0 H R I 5 R on the "RA( klap Ar Community--Ptanel j dated . Ci tv I I: I h \ Lot 4?.? 7 Alassachusetts L'lectric Co � - Bk 1694 Pg. 499sea dYall _ _ . _ . _ _ . _ . = Aro titinformahton was made available to show locations of any facts beyond the hereinafter referenced plans Z Y — \\ a ¢ w ; o /-Lusting Foundation 0 g z , A a a i basement � — U 1 \ asel 6 M c W D a H o / r----- - d o ()j 41 O v / d (Y I / \ C In (U l A Oi O d (O r \ co i' L� a o i; Legal Pescript'ion ^ ' H o B. v x2'stinq Buildi Lot 494 Lot 435 / �P. 09. a Lilv t0 be Remove N/F Fiteorp Ventures City of Salem 1 s 01 0 -79 � 9k. 10393 Pg. 589 Ak. 6667 Pg. 424 CD s E o L c NIL \ _ —.— c City Azta --.� Assessors ' A(ap/'Lot' A/ap 34 Lot 434 1�� P Z 14 B O D Y S T R �' �' T Zoned g-s central Liv ,-Snmoo, dor r, Setbacks.- Front 0 , Side 5" Rear Rear 0 , Open Svace. 509 Q\f1 Signs 1,-Z Normal Size by Sign Ordinance %rking. None, See Zoning Code 7-19 PRELIMINARY M BIDING y Lot 990 Lot 991 y Lot 986 CONSTRUCTION= Thibodeau Realty Trust ° M F It Al, Srraad 9k. 7931 Pg. 594T b 8k. 7958 Pg. 24 y� 1 Peabody Street WENDY 'c \\ Salem, V sv WENDY 'S STORE Nn , O BRICK/FASCIA BUILDING tl � „rune 2 199.E PLAN No . 95016 - J cEr,FRAL uR 1 t_L_E r 1N fdd'T / ih = so Jr. JOB No . SHEET No 862 1,4 Iat�nut & Abieraals ("--'--� 0/ S N I ArhUY' S at > f%abody S'treet in Rd' 1'OR 13 R ..4.N A1AV1AA7ARlNC CORP. J� Design Consultants & Land Surveyors i S 0. R O. AYJX 1st XAfHAN JfA9X.. 018108 Lot 443 Scale.- 1 = 20 ' June 2, 1995 Lot 442 Lot 430 NOTLIS.• Standards 411 work shad be in accordance rvnYh The City of Salem and The Commonwealth of Alassachusetts Standard l l \ Specifi'catxbns and Details. See Sheet /T and 24 for curb details. The continuous curbing around the building, all radius curbing and the two short straight sections at each end of all parking areas shall be precast concrete. 3J The long section of curbing along the front of parking areas shall be bituminous concrete. -- 4/ Dz'men eons are to face of curb. II f'mpesed Legend Cement Concrete Pads / Lot 431 \ Lot 444I 1/ All pads shall be of the size shown on this sheet. \ II 11 Handicap Plzve. A/arking Pad dimensions not shown shad be those found in the c f I As»as of Sod detail drawings on Sheets Z4 and 10 in this Contract. 2 Pad corners shall have a 1' radius as shown hereon. �a (hinted P1sve. A(arking q � Cem Conc. Pavement 3J The Pick-17p kindow pad shall be aligned such that 9FNDY S on Sign each end has equal dimensfro ions m the center line of z I S9 Proposed TrafJfc Floweach pick-up window. Directional Sign N I Pavement .Markings W I I j�„j•/G ,L nd Data 1J See Sheet 24 for pavement marking delaz;& l w . 2) Pavement markings shall be painted yellow. r \\ \ None Required (See Codo — 44 Spaces Provided 9J Parking space angles are 60' or 90' Handicap Spaces Required (4,0,4 ) — 2 Provided w 49 of Total Spaces = 2 Requzmd 0 See Sheet /S 2B and 2C for sign detazls a Provided conduit and wire for the following signs to be supplied and installed by n (#Ts `00) Contractor. Z >J Provide one Pylon Sign /RP-J0OJ o Lot 432 \ I Wend 's will construct an eating area contin ent upon the Cit constructin the Walkwa 2J Provide two Pack-11p Rina'ow" s �Pcr�J \ �1 9 9 ?1 9 ?! 91 Provide two Tnter" /h'nt.J Signs \ II 4/ Provide two if'xit" signs S/ Provide one Scoreboard A(enu Sign jLot 433 I Proposed Dining Area s/ Provide one IJ' 'Pre-sale" sign \ The Contractor shall provide and install the foZiowzng Sea Nall — — — — — _ — — _ _ _ _ = signs complete and in place.' " Provide three :A' Signs "Stop for Ped :'n Crossing . 2/ Provide two 'B' Sign "Caution. Xatch for Traffic . Provide one 'C' Sign "To Wendy's". a a y o 00 `a o 0 0 \ Proposed Walkwa 4/ Provide one R1-1 "STOP" sign on Pole with R5-1 sign N A u a a a a a a \ 4 — 6j Provide Handicapped signs as per sheet 2B 7 L'xisting Foundation i L _ Si�fe Layout Jf The exact location of the proposed work within the �asemen� Prop�s�d Tables = sysbject property shall be laid out from Sheet 1A. J aco CD 0 Planting C CO C. The scale of the plant symbols approximate 11411 - a o Cd \ 7 \ grown size. Actual initial planting will not be as dense. 6 a° " c In N L C U10� IV 0_P X M P. XP 4� sped (!'ant List �- Handicap +1 � 7 o Ram � + � - - - - - SYA/B0L BOTANICAL NA.1tdi' CDA/A(ON NAA( ' QTY. SIZE - -- o Station \ Hazardous a M a v .� Order .$' \ -0 i-' Y Waste . . „ . - - • . . • . . \ 4' Cornus Aousa Xousa Dogwood 1 2"-2 >/2" Cal a cu v s -.. . ,�. ' . Hardie111�� \ t w . >, . WEND Y' S . . Ascess\ L .� • '• Trash G o 0 \ Picea Ab aes Nonuay Spruce 6 6 7' B&B s . 1 �: � -- '. . .:� _. . •:a . :,. � �k'nclosure - • . • . • •mac- � CG3480 88 Seats _ a �2 . 00' 20 Thu,�iz Ardorvz'tae 27 5 '-6 " B&B - - 1' loo r `47e a1 904E S. F _ Lot 435 Tsuga Casadenszs Hemlock 5 6 '-7' B&B 2 00 i> v ^ 0 / Carnus Lbgwvod J 6 '-7' B&B o V 8 p l/ // Rhododendrnn Rhododendron 46 3 '-,? >,�2' B&B !J A Handicap Van Access / - 9 00, a Szgn �D P. U. rRamp Space Sign / Rhododendron P✓Af 9 9 '-3 1/2' B&B Lane �� Cardinanum Rhododendmn --- Taxus DensiArmis 'real 17 ,9 '--9 1/2' B&B PRELIMINARY M_ Bnt �D Szishng Building 9 00, OD f'zzt BIDDING I DD I NUCT I�N O Sign \ S' Taxu- Xzc28 ksi Alicks Yew 9 '-3 1, Z' B&B Viburnum Viburnum 6 36 "-92'" cont WENDY'S lIdPNDY'S� 2 ' S' \ '9 0� \ 20' o Azalea Azalea fO 3 Cad Gbnt 1 Peabod�/ Street Pylon Stg1n \ O' \ \ s#srit Salem, .((ass Sign Q _ l Pbtentidla Pbtentzlla 16 9 Cad Gbnt WENDY 'S STORE No. 862 r9J 64sonymus Aluonymus 2 3 Gal Cont BRICK/FASCIA BUILDING - Proposed Fence P Z _z4 B O D Y ,r l lJ lJ l June 2, 1.995 CRAPffIC SCALA' p j, 4Vp PLAN No . 95016-3 CENTRAL GRILLE /N FBdT / 1 inch JOB No. SHEET No = ,ZO 1!. Lot 390Lot 391 Lot 388 Lot 387 Lot 386 See Sheet 1E 2,1-2C, for Site beta ils SIGN SUPPLIED BY OWNER BUCHTAL CORP. 8x6 AND INSTALLED BY SIGN #142 (RED) WALL TILE WENDYS 'SERIES il' FASCIA SYSTEM 2x6 CLEAR REDWOOD 2x6 CLEAR REDWOOD INSTALLER FACTORY FINISH 'BRONZE' FACTORY APPLIED SUPPLIED BY OWNER AND INSTALLED TRIM/FINISH PEX-2 TRIM/FINISH PEX-1 LIGHT FIXTURE TRIM COLOR PEX-1 TRIM COLOR FI GENERAL CONTRACTOR , (SEE SHEET #13) FINISH BRIGHT COPPER 4� �x 'OR 16' WIDEx6' DEEPx9' HIGH SCUPPER W/4'x4' DOWNSPOUT. FINISH PEX-2 RED NEON STRIPS 1jr 16' W Ex6' DEEPx9' HIGH SCUPPER W/ x4' DOWNSPOUT. FINISH PEX-2 qp 4x8x 16 ----- RED NEON STRIPS SPLIT-FACED CONC. BLOCK 4'x4' DOWNSPOUT RED NEON STRIPS 4x8x16 SPLIT-FACED CON BLOCK BUCHTAL CORP. 8x8 #142 (RED) WALL TILE FixED RE FIXED 4' BRICK GLASS _1 GLASS RT. IR N VENEER URAILING (PAINT BRICK SLIDING GLASS SAFETY RE ) ROWLOC 4x8x16 WINDOW SPLIT-FACED kD CONC. BLOCK BUCHTAL CORP. 8x8 SLIDING GLASS"" #2727 (SILVER) WALL TILE � WINDOW 20'x8' CONC, FOOTING 16'x8' CONC. FOOTING PIPE DOWNSPOUTS UNDERGROUND USE GEORGIA PACIFIC PIPE DOWNSPOUTS UNDERGROUND TO FACE OF NEAREST CURB. DENS SHIELD SHEATHING TO FACE OF NEAREST CURB. LEFT S I D E ELEVATION 20'x8' CONC, FOOTING ON PLYWOOD BEHIND TILE. SCALE 1/4 =1 '-O' WENDYS 'SERIES 11 ' FASCIA SYSTEM ROOFING CONTRACTOR TO SUPPLIED BY OWNER AND INSTALLEDPROVIDE AND INSTALL BRONZE FACTORY APPLIED PEX-i — /BY GENERAL CONTRACTOR. FACTORY FINISH 'BRONZE' CAP FLASHING FOR PARAPET 2x8 CLEAR REDWOOD 2x6 CLEAR REDWOOD 2x6 CLEAR REDWOOD TRIM COLOR FINISH BRIGHT COPPER TRIM COLOR /WALLS AND COLUMN TOPS, /TRIM/FINISH PEX-3 TRIM/FINISH PE X-1 TRIM/FINISH PEX-2 z 0 RED NEON STRIPS w RED NEON STRIPS 4x8x16 a SPLIT-FACED v COtNC. BLOCK RED NEON STRIPS 1 - - - - z - _ o 4x8x16 SPILIT-FACED 4' BRICK CONC. BLOCK - — VENEER F4' BRlC_0KN ao BRICK -i s u r r r r r ROWLOCK a� = 0 0 0 0 0 0 4x8x16 ti n 0 d a a tL o_ a SPLIT-FACED CONC, BLOCK u c TOP OF COURSE #4 & CONCRETE SLAB FLOOR --- ---- " - - d W 20'x8' CONC. FOOTING 20'x8' CONC,CONC. FOOTING 6'x8' CONC . FOOTING -ca L V CU i c L^ L1 BLOCKING CENTERS STARTING FROM RIGHT S I D E ELEVATION CENTER OF BUILDING -BEHIND F CONTRACTOR TO INSTALL BLOCKING BEHIND FASCIA TO 2 CENTERLINE of BUILDING SUPPORT AND MOUNT FASCIA SIGNAGE to - L n _ 61' 35' 21' I1 ' 57' 57' BLOCKING PROVIDED WITH FASCIA - 0 z SCALE, 1/4 =1 '-0' a 22'-0' COPY LENGTH c N M :3 Oi d H LIGHT FIXTURE 6' 2 '-6' 8 11 '-2 112 a n y) 3 (SEE SHEET #13) -- \ FACTORY APPLIED IPEt-: L \ WENDYS 'SERIES 11' FASCIA SYSTEMN SUPPLIED BY OWNER AND INSTALLED r \ BY GENERAL CONTRACTOR, TRIM COLOR L LA LIGHT FIXTURE FINISH BRIGHT COPPER / SEE SHEET #13> FACTORY OCOLORNISH 'BRONjE' 2x8 CLEAR REDWOOD o W TRIM/FINISH PEX-3 c 0 — r RED NEON STRIPS 2x6 CLEAR REDWOOD l� co � Li TRIM/FINISH PEX-1 2 m O 2x6 CLEAR REDWOOD �o s m 4x8x16 ' e D (I��wJJ4D,y04MP /FI TRIM/FINISH PEX-2SPLIT-FACED u u L cu CONC. BLOCK I ISH PE 1 FINISH o W 'BRIGHT COPPER' N RED NEON STRI S r ti - - r x LIGHT FIXTURES 3 METAL SPLIT-FACED14 F (SEE SHEET #13) ` FLASHING CONC. BLOCK SIGNSUPPLAND INSTALLED BIY IED BIY 3IGNR , PRELIMINARY C� •TIMELOCK• BIDDING L� SECURI < OD SAFE DECAL INSTALLER . FACETS TO BE 'RED' . o �.. 'T[MELOCK' ��__ STORAGE MODULE TO BE WINpp� BRICK 4' BRIG CONSTRUCTION= SAFE DECAL PROVIDED BY OWNER AND Q --VENEER o INSTALLED BY THE GENERAL FIXE 4' BRICK FIX ROWLOCK CONTRACTOR. P - (FINISH SPECTRUM BROWN) / CLAS VENEER CLAS I it 11 1]11 1111111111114 111 'TIMELOCK' SAFE DECAL m 00 TCP OF #a & 0 4x8x16 CONCRETE SLAB F_COR ENDY 'S STORE No . METAL DOO _ __- CRS #4 SPLIT-FACED ERICK/FASCIA BUILDING FINISH PEX -- - -- CONC BLOCK z -1- + I 16'x8' CONC, FOOTING - 20'x8' CONC. FOOTING _y348C BUILDING PLAN No . -w �j REAR ELEVATION FRONT EL_ EVAT I ❑ N � II.g� CENTRAL GRILLE SPLIT FACE BLOCK FACE BRICK SCALEi 1/4 ' =1 '-0' SPLIT FACE BLOCK BY OBERFIELDS CONCRETE, DELAWARE, OHIO, SCALEt 1/4 =1 '-0' 4' BRICK VENEER BY GENERAL CLAY, WADSWORTH, OHIO , JOB No , SHEET No STANDARD- WELLINGTON BLEND STANDARD 3 1/2'X2 1/4'X8' STANDARDi COLORt BUFF MODULAR 4'X8'X16' SINGLE SCORE SOLID 5 4' BRICK VENEER BY GLEN GERY, IBERIA, OHIUi ALTERNATE, COLORi BUFF MODULAR 4'X8'X16' SOLID (w/o SINGLE SCORE) ALTERNATE, ROSEWOOD MODULAR 3 5/8'X2 1/4'X7 5/8' to 114 (1� DRAWING INDEX - - - - 107 / �• NO, DESCRIPTION a COVER SHEETSouth wr � Q' ��/ ' r- 1 PRESENTATION PLAN hod Sl. 1A PLAN OF LAND -- 18 EXISTING CONDITIONS -- - — -- --- a�rrtEr 1C LAYOUT & MATERIALS I' Cove ---- -- — I' 1A , 1D GRADING & UTILITIES PLAN .� 1E SITE DETAILS (Special) 1F UTILITY DETAILS j 2A SITE DETAILS (Wendy's Standard) 2B "ADA" STANDARD COMPLIANCES 1 OLD FASHIONED 2C PROPOSED SIGNS r� rHAURCERS 5 EXTERIOR ELEVATIONS _ T , #,z2vPj S azo 1 Pea 6 0 dy slrecl fJ APPROVED. PLAN NUMBER : 95016 CENTRAL Z / 'L GRTLLE ' LOCATION Salem, Mass. _ SITE ADDRESS_ 1 Peabody Street & Lafayette_ �Rt.- 1A --------------- -- ---- OWNER : Water Front - RealtyTrust PREPARED BY: RYAN ENGINEERING CORP. ---- --- - � Design Consultants &-'Land Surveyors _ w — -- - - - ---- _ _ P.O. ox 161 Nahant Mass. C1908 ._ ---- - - — - R 'dc,D FOR / rQ CONTACT: Keith Hague A D.�C6r `V --- - - --_—_ - _. _ -- PLAN DATE : 8� 6 5 WENDYS International 234 Littleton Rd. Suite 1F �.�. DATE — ----- ---- — —-- —---- STORE NO. : 862269 Westford, Mass. 01886 (508) 392-1200 — --- — J 'V r r Amsentatson Ran Lot 430 of Lot 44.2 JrANPJv*, ' at > Peabody Strvet Lot 443 inASW If. LE i94S4Y. -_ — by rF - - RY14N A'NGI1Vdc'dc"AV CORP. Design Consultants & Land Surveyors Lot 431 Lot 444 III P.O. AVX Arf X/BAAT, A"S. Of" Scale. 1 "" = 16" August 16, 1995 III IIID � O U11� �� ZZI!7��v � proud Le�,td Cit will exchange 10, 158 - SF o Lot 435 .4rvas of Sod III .?! 9 f for Lot 434,6 with Water Front Realty Trust Corn. Conc. %tvment City will grant an exclusive ,varking easement *v sed Tfz to Wendy's on all of Lot 434,6 � �o A'low Lot 432 Prejv. Sod 7 pical Future Boat Access Handscap f�srn` +1/anEsng Lot 433 - _ Sea Wall %inted Hzve. .1/arrtin9 z NLi'.MDY:S d/orzums4nd Saga Co ❑ o Dimnesonal Sign W prop. nem. sts. Artla ?ip. ` , - — at Wendy's will construct an eatzng area contingent uvon tiie City contacting the Futurel Ww alkay > -- - --- R. O // • i Y J . . M ♦ ♦ . . J J ♦ ♦ J 0 -_ Y J Y 1I V ♦ ♦ ♦ ♦ I Future Dining Area • ` • ' ♦ ♦ . • ♦ ♦ ♦ ♦ ♦ • Y . I jx nvfiv"d Rant ZtMnd SYA/BOL B0TAiVM4Z NAI/d' COJOPON V44re ♦ J Y _ • Y � was ___ • ♦ • -� • ♦ •: • • . '• • • ♦ • ♦ • ♦ • � _ ._ _• • - • `_ __ _ t4suhng Trees .Sycamore Q O — hsirh'ng 74ees Beech W Z tQjj • J •� %� • 1 �� Q Q CO ❑ ❑ \ \ 1 Rep/anJed flames �n a a a as '' \ \ I • I l Fergus BeowA a� •, 4� 9 S aces I Cornus ifousa CA� so ,D 1 Spaces /� p p H bnd Do wood a CD 4� J Zot 434A 4� 4� �[� m o 1 � Pinus Strobes Keeping ,Ihste � e o N Ra� Pendula Ptn�v o i c In CU opHazardous - - I Picea Pungons Cole M \WdStG He u� .. o \ o o _—_ _---- O 4 TCulhvarshWa c�aalis Arborvitaericarz N - o N n � , • _ • o Lo t 35 41 a • • ♦� ` • J �: ♦ • •w• I Boule de Veige #Azlo RAododendron dendron v M 3 v d D� A i �* Rhododendron Rho dodendrorz = N N 3 �' Q Qty - Nova Zembla Red H ^l naron WEND Y S Raised Planter y '/ h -- - I � Ria uerzse Crandiflron orvrndo� Pin.( h~ Lam,,.., ° Q I CG3480 I witj h Perennial Mantin s ° / \0.--= a Talus C,up:alata Japanese 'c .9 � e Culh'vars Yeiu = ,4 88 Seats `�a d o °' ° I T,arus (/edia � s Uprzght vw Floor Area= .2, 995 - S. F �� ; �' a spacos Lot 4348 ° C '�vV o Q c n / h'uonymus fortunez Tmerald Cavity o NN V d - --- 6'merald Gasify Suonymus A ✓unsperus Chmensis Blue Rug 6 \I OCIOb I ---------- - - Horizontalis XWOni Juniper " �J l QQ ♦ o . ♦ 1 A•® Achilles ellefo(ium Yarrow i& a • •` I• �,` I � 0 o Cerise Qrsean Hot.PinE =• • • • . J V ♦ . • Y V V t • ♦ ♦ ♦ . J J J J G D Y • J • ♦ � I • ` ♦ • �— �'JJ- St Ila O'Oro DYezeow Daylily Y J —_--� --Y 'L"® Liatrts Borealis Northern PRELIMINARY -- _ Blazing star BIDDING � CONSTRUCTION= WENDY 'S / Paabodr,� Street ♦ ` art c�,J Salem .Pass. �jyM yon�rlterK �t�t vp Wo Arr"PW on I)ds aJ *• HE 'D? 'S STORE No . l' l "'1'�� n � 86.2269 l F �r � J oct 7kpfcal BRICK/FASCIA BUILDING P Z7 14 B O D Y T R Z Z T None /andzcad See Code 51 Spaces Provided 1 1 3 Handicap Spaces Requiried ^- 4 Provia'ed Ix of Tali Sprcvs = 9 Abrutrsd Ihn _ _. 93 Spaces Provzded without City land exchange. ` August /6, 1995 J a c w s, 04 PLAN No. 95016-A Lot 385 LOt 384 GRI CENTLLE Lot 390 Lot 389 Lot 388 Lot 387 Lot 386 rrrT / AB No . SHEET No r+ae = /6 ft. Lot Numbers to Assessors` Nap 34. 86"69 1 Rd' .r0 , a sFran of Land \ `I O_/ � l KSIVOr'S at > Aeabodty Street , RYAN hAVjrAr SRING CORP. Design Consultants & Land Surveyors 1 P. O. A'I,Y 16J N.lH.INf; /�.LS'.S' 0>904& Lot 449 ` 1'� Scale. 1 " _- 30 August 16 1995 1 Lot 442 1 Lot 490"44/ I � ` Cert�catton / To Wendy's Old Fashwned Hamburyers of New cork. Inc. and \ Commonwealth Land Title Insurance Company This is to cerhfy that this map or plat and the survey on whtch :t is based were made in accordance Wath 1 ----" - A/inimum Standard Delas7 Requirements for ALTA: :/CSV Land Mle Surveys , � zntly established and adopted by ALTA and ACS.I/ in 1.992 and includes item 4 of Table A thereof, z ! I and pursuant to the Accuracy Standards, as adopted by ALTA on October 17 1992 and ACSL on November 11, 1992, of an Urban Survey. Li Lot 49/ Lot 444 Cie City of Salem II — ---.-.-._.- --- --._- --- - oatd? - - ' Psofrss:onal Land Surveyor ,j'90919 Datta til a �� Notes• A >/ Lot numbers refer to the CYty of Salem Assessors' y Atao 94 u \ IIS ll! / �l T✓ �,� 2J A portion o, the Pendy's Lot 43Me along e South z m / �✓ River is located in an A2 Jlood hazard zone as s4ouin on �► the rWk Alap for Community Panel number 2501102 0001 B, m I III \ � dated August S, 1995 See _Sheet /B for existing conditions location of Salem Base flood elevation /4 4 Ci \` Dip The proposed store up to the northerly stdeualk Jrom Lot 499 �° j Atassachusetts Slect�ic Co\ Sea Fall o' - - f �— — --- - -_ - _ - Lafayette Street to Lot 4348 ulta not ' e located to a _ _ floo haz d zone as shourn by the grading on Sheet 1D _ -_ _ __- — — The aproper lines on thzr tan refer to a /Alan o j Bk. 9486 Pg. 959 — - - — -- D W z Y — — — - — DHF Land in _Salem, A/ass., Pro er o GP G'enlures, ✓nc., Lot 4 S Scale 1"=20; dated October 4, 1994" prepared by Bay N a a a a a a of Salemz _ State Srsr:eyzng Assoc. recorded in Plan Book 194' Plan 4 t RR•Spk� S 80'47'10" 6 S B 1'00" L' 104 70' _ 4/ See details lo- monuments Jound and held f'or re - ;0_ R O A- �'asement n _ - -- �- - establishing property lanes shown on referenced plans p`�j e • BZ 33' 90 70' 7f.00' Sj No title information was made available to show c � S BO'S9'00" 6 � '^ r► 4 �OOQ DHF S B104Wo' A' co°i� / L`zisting fbundaitiors- locations of any facts beyond the hereinafter referenced �s B o4 s6' L b'O.ST w Na d plans o 49 61' CO / /' / cBe the Plan oBook ng rPlanaed plansDeed Book Page o a m o --� i 2�7 47 11711 557 - ° o + o 9,76 c � u cv O ` 294 r 4962 1,i 1 i s d m 1 Fes. D 4 +" 41 f M .- o „ o o a j - Legal lJvscription _j Lot 494 A �o b / T J w 41 !Paler Front Realty :nr ust °,' P.O,B. # a c r - w lo o to But/diray Area= 32, 8591 SF o -- z cv N 3 to be Removed y. d / Bk. 12TB6 P 922 1 � / N O co Bit. Conc. Pawement � Lot 434 B Lot 43s Lot 496 E ater Front Realty 7iust! City of Salem %F Nass. Zlec. C / Z d r1 Area= J 0, 15Bs S F �Bk. 666' Pg 424 Bk. 6667 Pg. 424 D y 1 Bk. 12786 Py. 322 j L ,fit r 74 00' _ 90. 00' - - —- -- - - _ n n n �"'� 1 S �S Ctt3/oA?Aa Lot. May 3,e Lot 434A r j, A 7 N 90'22'00" g Zoned' B-S Central L1ry , ' hntrrrnce Lbrridor a ^L`I P Z �j B O 1/ Y ,S T R Z L' T Setbacks sox 0 ' Swfe 5 /Pe1ar O Open Space. sox � Signs 1 2 Norma! Stze by .Vigra Ordinance fhrking. Morro See Zoning Code 7 19 12 _ 14_18 20_22 84 2B-.va 3, PRELIMINARY � �l \ \ BIDDING C� �I \ Lot 990 Lot dB9 Lot 399 Lot yB7 Lot 996 Lot 385 , Lot 36! Lot 389 CONSTRUCT IONC� \ Thibodeau Realty Trust F d iY Small / Bk. 7931 Pg. 594 Bk. 7958 Pg. 24 1 NPeabod33// Street Salem. A;ass. VENDY 'S STARE No, Salem Harbor Salem Harbor86226.9 Community Development N/F Fitcorp t'enturres Community DevelopmentBRICK/FRICK/F � Bk P ASCIA BUILDING Bk. 12682 Pg. 539 Bk. 10399 Pg. 58.9 9 4uyust 16, 1995 — .. - - ,o PLAN No . 95016 - �,�Y CENTRAL �rw GRILLE #r RIS STRZFT / i+ecA = 900JOB No . SHEET No 862269 1.4 S A'xssting Conditions \ ✓ � � , Lot 443 of Lot 442 XTW'IY'S at 1 Asabody Street o -- - - in Lot 430 Tn ' ! ' 14SS. �— RYAN A1AVZVXA7R fAV CORP. Design Consultants & Lana' Surz.'etlors ® P.a AVl AS1 1V. %W,, //A.S'.S. Of" �1 — - — __ � Scale.• >�� - 20 ' Augr�sl >6, 1995 . L ot 431 's pLot 444 Oenerak � J/ Lot numbers on !htlan refer to the LYty of SA alem ssessors' d/ap 34 Utilities Z _ e II 1j Utility locations are approximate only and must be o venjUd prior to construction by calling Dig-Safe, reL N fl75 / -BOO-922 4844 > 2/ G nderground uttlttws are shown as lines with a letter derignatsng the type. OK dem9tes overhead unres r rA IIIIfWitly Plan References.- - T7 1/ Pan of the City of Salem Mater System Scale > W 400; 1946, revised 1990 A �J� 111111111LLL 2/ Boston Cas Company SaArm Plan ys 30 66 dl 94 Q I 9/ City of Salem Sewer Plans r Q ! II 4/ Vasxachusetts 6'lectrw Company, Salem Sheet Nos 72, O 1" 79, 90, 91, J54 et 162 411 Lot 43,2 ® 6 BfLF gorinys i �1! 1/ See Ceotechntca! Lngmeering 6'sploratwn and -� ' 80• Icy Lot 033 Analysis report by Ciles A%girteenng Associates, /nc. ,Aor &reher info-+raison regarding soil survey :f any. Sea Wall _ �NF 1/ Tlevattons on this plan refer to LYty of Salern Base Bench hrark. . z Y 2/ Thr Bench dant rs number S-.P6 On Dodge Street at � z u Rsitt=l6. / Folosom's Chowder House" the left outer corner of the H o u a a a a a a 2 e6 I bottom stone step, about 05' above the stdewal.E 4' 'sting Foundation Tlevatton = f5-255 � 9/ Subtract 4 96' f4-am; Csty of Salem Bose elevations � O. IY �'a men N I — - - - ' - I w R �k � __ shown to convert to NC �'D of 1929 elevations •-- !n . =BOA !- y _ -- -- — —J r�y.�►�n - - `_` c ado 0 i Rtin 1S B2 iV CD cu D - I O a CD o lnvO�1Yt!! ' Lloc. a. I l Catch 6iasm - C a o Rim=16.9 .� ail I rain d/a nitoe l 0 o o M --- V - Q d/H� 2 6 . g Dc V1 a, lnv. =9.44 +• r F 1 C_ C rV t O Sewer J/anhole d m `C - - -- — 41 �. a o ,Pater Jianhole + L O ,v T J - w • O Q fl Lot 434 A � � 't1 .Pater Shut 06/1a c � - � \\ Z (L v1 3 H tq \ / • \ .tdr,a Hydrant Hazardous' Waste I � wN i N Ae' V L'.Uf! B-206 \ / �o ® I r� D4 Gas Gate /altAv CDL Po[�7`�P V Q ; Q�y BU.. Gbne. Parse. or) C Utt1Uy �b/e wtlh Light I 12�P Lot 434 B �w Lot 435 G' Pole with Truns/6rmer & SY. Light N •� o! Fzzsting 9uddin �, I o ` i t0 be Removed \ I •� Uti/ay tole with rrnns�6rmer o w1 C1 Q �' DC4 , a I Yard Lt'ght r ' k dt tl a 9 - I I Bit Co Pave. --- I I Jl Stgnal rq \ o d/ast Arm 7'rafj4c Signa! PRELIMINARY M •h, a' Vft / Aedestrtan Stgnal BIDDING 0 ® CONSTRUCTIDNO 7�nfAc Signal Handhole Are Supply � Toss. tq �- / I ® TrnJJtc Signal Lbntrvl Cabinel1 NDY 'SPeaSlreed Salem, Pass `- �g --- ° a. ° Clain Lint Pence 44p Q I / DH WENDY 'S STORE No. III Hill X o t� Xyd 296 _ , - ®P Drill Hole 862169 - - Pi =1 ..89 O Iron--- �_ _ ® '- _ --�-� * or Rod BRICK/FASCIA BUILDING IV. = .6 - - A - _ _ L-__ J 77 \ --�- - B-- L L_ J !2' /arid -- - �► - -- P I - - I- - - I { Sot! 6bring ---� I/HB-1 - iP- -- 9 BI/HB- P-- -2 0 A-201 96" Sevier — S S __ S--_ S -S S August 16, 1995 +-- S G — S G - -G- C C C G— -- - - � - - G Cortcnete or Stone Bound T \ R O 9 y P G 6" Gar />BS4/ Abandosa.d/ 1 " // — D- — -D- — D D D--- PLAN NO • 95016-2 -- D---- -- D 6I/H ,� CIIAPHIC SCALL' CENTRAL — nu = - -- qNwria G `iIB_ . B- �' - -- 6- - -- -- -- -- w • Io w� r wo GRILLE d' JOB No . SHEET NO -14. 4 Lot 390 Lot 391 Lot 3'88 / Lot 387 Lot 386 °" fr'r !n :,a� : ,n � 86.2269 1B � � Layout & J�ater:als f3v�s�rd Lt�r�ta! �• � _ °f Abndwap zbur bhrtsng S - KTAWKS at > APabody Stf1PBt Arras of Sod /" Y �. o ,'hinted Riw. I/artsng � CRAPrSC4L-F znCbm Conn 4btvMerd p _ - ,S14L�1L1 1L114,�5',�5:" Ar 17-� i!'BA/DY'S Jhnument Sign rT1"'Ifl �J Propo.svd 77nsfjtc Trow YY / s C= D:'rvctional sign n � �Ar �� RZ4Ar A7A IASAWRINC CORP. incA Design Consultants & L¢na' Surveyors P.O. A19l fel AG/XAAT, NAS.r 0!91019 Lot 443 Scale. 1 _ 20 ' August 16, 1995 I Lot 44.2 NOTB.S.• Lot 430 � Standards // AU work shall be in accordance with The Ctty of Salem and The Commonwealth of Massachusetts Standard .S}PectAcatwns and Details site Layout !) The exact location of all proposed work wit/isn the / subject property shall be laid out by the Contractor The Contractor and not be provided any layout beyond the monuments and survey data shown on Sheet /A See SSheet /A' and 4 lor curb details. Lrftr 2) he continuous curbing around the building, a!! ^ _ radius- curbing and the two short straight sections at II each end of a!! parking areas shall 6B precast concrete. Lot 431 LOt 444 I 9/ The long section of curbing along the front of firkin VQ.tll parking areas shall be bituminous concrete. II None Required See Code 51 Spaces Jp' -ovided `� Dimensions are t° face °f curb. 3 Alandicap 9a -oSpaces Re ired 4 1- vided Cement Concrete Pads J/ AL! pads shall be of the size shown on this sheet. I I 49. of Tota! Spaces = 9 Required Pad dsmensions not shown shall be those found in the o 33 Spaces Provided without City land exchange. detail drawings on Sheets 24 and /o in this Contract I 2/ Pad corners shad have •a /' radius- as shown hereon 9/ The Pick-U,v rindow pad shad be aligned such that each end has aqua! dimensions ,lsom the center line of Ieach pick-up window. iF I I117 011 1l 11 1(u 11 V1[� ll Pavvsnent Jtar,Esriys _ marking w % Pavement markti�sshall be painted �dow a A II9) Parking space angles are 60" or 90' I City will exchange 10 158± S.F op' Lot 435 ° II for Lot 434,6 with Water Front Reezdy Trust S See sheet 1e; 26 and 2C for sign aleiails. d ?2 City well grant an exclus the parking easement .road conduit and wsre for- the fodounng signs to be \ 16, Wendy's on all of Lot 4341 supplied and installed by , SWn �sSsgn Contractor 1 Provide one I/onumeni �///-25 . LOt 4 73 l 2/ 'rovtds two -Pzck-bp7 rindow' Signs Sea Wall 9) Provide three Xnter /d•nt.l signs. % Provide fonerScoreboard Ifornu Sign w z x t 6/ Provide one D' Prr-sale' sign < u o 0 o C3 o -� A'endil's will construct an eating area contingent upon the City c�onstr&cting the Future Walkway Contractor I ;�in pr .ovide and install the fouowing N A a a a a a -- - -- - ► ' • ! Provide three :!' Signs ".Stop for Pd in LYossssiiq" O - - - . �. . ' . . • . ' . , . • -- , • , -- , • , • ,.- , • . 2/ Prbvih'e two 6' Sign Caution /etch for fN/lc . u R. • 9/ Provide two 'C' Sign 'To 0endy's c. �'asement . . 4/ Provide one R1 -/ 'STOP" sign on Pole with RS-! stign - - - - - - - - - - - S - . . • _ I 6/ Provide Handicapped signs as per sheet 2B 7 C 00 . . rv- • • C m � • , I Plas 'istzq o a . o 1/ The scale of the plant symbols approsimate full + o N o a . - . • . I grown size. Actual snshal planting will not be as dense. c in cv .v . .. •o . . nm GL �. " . . . , • Prv1olsed A Ani List � � f Vffl-d - . - . - •- - - - - - -'• - - - - - . - - . •;, ' .SYMBOL BOT, ,V1CAL NA.Yd' COAL ON NA.YA' QTY SIZB N � a o -- 4 _ ov_ > vv ,• � ' : e ��-c 6nsh'ng 94'eas Sycamore S 9 -4" Ca! a +• v 0 Q'qsiisti'ng Tries Beech 2 9'"-4" Ca! 9 Spaces o � Spaces a� LOt 434A a� vk ��lanted torus 9 9 -4 Ca! 901, d 24J7" -�� - Bs.00' VO np � A'xsshng 7tees e .HazaT(1?01LS -- - - ----- r ; Fagus Beach 2 6' 7' Beta = v "' ® .. • I ;• I - 0 — Hybrid iYousa CAsnese Dogwood J9 6'-T B,lB o c v .. �a Lot 435 - - ' • fk'nus Strobus Neeping Viste 2 E'-7' B&B a N �00 ..; ..l .. .. 8. I Pendula Pine 1W 1 10 WEND Y' S - 9 V ' . = . . - . _ Picea Pun ens Colorado 9 B'-T Bala ' =p 4sso• fi'op Raised Planter' -- I p""B CG3480 _ y - ' -- h ---- I _. _ I T/tu>a OcctdentaLss Dark American SZ 4'-S' Beta o� - y 88 Seats \�h% i d E -�; �,-� o o p b Culh'vars Nigra Arborvitae i PRELIMINARY MI o -Yoo Area= Z 995 S. F. +�� ` y - e spaces a - -- o, �i I Rhododendron Rhododendron SO 'le,-24" Bata BIDDING O 81.00 ' !g� :'.':4 Boole de Neige )Fhite — Lot 4341 - I CONSTRUCTIONS M Rhododendron Rhododendron BS /8"-24" Beta a W , , �• � . I Nova ZembLa Red MENDY 'S ' �.' . • . . • 0 o I Q Rhododendron Rhododendron 49 /8"-24" BSB Q .. . .. . , ' .I •;•., , • . w r 1 Pea, M Street d ,. - Catawbio»se Crandiflonsm PYnE Salem ass. - - - - I -. L - . • . -- Ctislhwars Yew 41 JB"-24" BctB �x Tasu Cuspsdata ✓apane_se . . 4ENDY 'S STORE No . . .. , , , . . . •. . . . . . . . . • . . • . •. . . . •. . . . . • . . . . . . • . • . � •. . -. . . : . :. •. . - 862269 Talus Wdia Hicks L At, 29 9 Gal Cont BRICK/FASCIA BUILDING YV Hicks Yew Y14 S9 .40� Emerald s iloett y ei ff�ntrToon m toasty 4 2 Cal Cont. LYiterald Gaeity Auonymus " $5 S(gn ROM i' Re"i AM= cw 6 �l n W I✓irorisa atshAutors Blue u pe� z 9 cal cont /ugust >6, 1995 P e4 0 jo � � Sod • Plante!' _ A"@4 Achillea A(iliefolsurn Yarrow J J )f2 Pot PLAN No . 95016-3 ,S' T R L ' �' T Cerise Queen Hot Pink pairs CENTRA f/ , HemeroeallzsDwarf Daylily 66 /2 Poi GRILLE Stella O'Oro Yellow each 6'® Liatrss Borealis Northern /O /#2 Pot JOB No . SHEET No Lot 390 Lot 389 Lot 388 Lot 387 Lot 386 Lot 385 Lot 384 Blaming Star hsplers See Sheet 1L ,2A—,2C, for Site Details 86,2,269 1 G' i Grtzding & Utslittes �� of S , )rxA.lIY S at 1 Peabody SYry t "R B S44L", i94AS,S.' // 6Y n I, 1YY�4N h'NDINh�'RIND' CDRP. Design Consultants & Land Surveyors P.O. AVX fff VXf.IrVr, 1r/SS. 0191018 Lor t 443 Scale. 1 -- 20 ' August 1B" 1995 s # ,\ Lot 44"2 Lot 430 I P NOT�'.S V 5.t Al�shall be in accordance un / i th The City of Salem and Commonwealth of A/assachuretls Standard e Specifdc¢hons and Details r Arb'sion Control v I � The Contractor sAa11 install and maintain approved sediment barriers to prevent site materials from entemng ^ _ any wetlands abutting properties or any utility d8 = structures or lines. Lot 431 Lot 444 III Llur'bt'rzg v lmen�concrete curbing shall have a 050' reveal erce • ptfozng. Handicapped ramps shall be as shown on sheet 2B and along the Pick-Vv Pindow Pad area where the reveal sAall be 0. 60' maximum e III 2/ Spot elevations shown are for bottom of curb. N �atBr SBrvicB yd 75 75 // Lstiated demand 1,Boo talions per Day. > �n p2/ Provide accessible Curb Stop near Store. oe 9f -ovtde accessible Corporation Stop at main III 4/ Primary meters and backflow preventers shall be m 7� 7r �7 located at the point the water line enters the building. Yo 7-- 0 U .7 1L�r buildiervi'se !arta shall be allowed to ren througA the wo Irrigation system O 0 4 III 1J The Contras or shall Provzde and Instal! a complete o --- rion system Lot 432 ® h'xgh 74afe d'levatxon 9 0'x ve�atibn inall areas- ---------- of maintaining all of the tain apvroval of -- I --__ A' - 1 ZO- '�'a/er 4 • insiala tion and provide asaaad built phop lans of aagswork to ,►'—__ P P 1 :n _ c c Lot Sea #call ? - -D ® J2 12.65 12. 76 - 76 12. 67 267 !/ BB Seats hetes 15 Gallons per Seat /kitchen 11ow,/ - 1 _--- seats 1800 Ca1/,320 Cahans �ns� Prl omde 2, 000 Gaon Tr v 1.20 �lnv. =2.65 \ 0 .S'BtLJe1' as'B!Y/LCB � 'ate i eH a v a a a a a � 19.00 /9 00 /9.00 - J9 00 lz Tshmated Total Daily flow >, 400 Gallons per Day. — — — — 2j Install Crease 7Yao and Clean outs as shown, =16. 09 ------ In . =B OB fhYH A-257 � m �� — e �'�BCtI'LC a' TBhOne S'Bf7lfCBS ----�— — — �fJ/ Provide two Jr' ondurts Service to be BOO Amps a Inv =.i?ti11 ' ® d !G S 2-2" d'loa 19.50 O O I 9J Provide /S/ 9' Lzyhts - A'SL, 7�rpe 9 0;stnbutzor4 c op o i v B R-_--�' - Vertical Burn f000� Aural Xalzde on a 30' Pole. o e '" o ----' � S ` _ - - � SJ Provide conduit and unnng for al utlxti'Bs �Rim=16.92 o N Inv. =9. 44 I /Parkz'ng Lot Lights, A/enus, Signs, etc.) not shown on c N a this �f - _ - --_ -- ---- is plan v c IIA � +1 T J6 I C .�S�fLflt P�nS c 5=001 J ' W S=40.0295 S=0 0295 --- - I 1/ The Contractor shall maintain a plan of utility u +" n In ° 14 00 14 97 14.50 _ /62 I installations showing actual installed locations with o three ties to each angle point. J P +1 - % ��1 g c `i - `" J _ v c 3 v d 17 184 p' QLn m O clean Out /9�p.� B 66 XP \ I s Hazardous � bWaste W o Lot 4349 Lot 435 ° WEND Y' CG3480 U q --- - - CS i Floor Z'lev. = 19. 16 Pay j9 one % C i f�tiF p fd jPRELIMINARY M Inv. = 15.56 - $ BIDDING O (E) t __ CONSTRUCT ION= O Proposed Catch 64sin Prop. Sewwr,,Dmin Manhole WENDY'S 19 ° 1 Peabody Street 19 B56- 1 - -- Salem A1ass /9 O B ---. - Li Hyd 276 - Proposed Cas Shut Off � Proposed mater Shut Ofj` — . WENDY 'S STORE No. 862269 v. = 6 -�• ® ______ _ �. ` �O� Proposed 7nzrzslbrmer ( Proposred 'A ' or B' Light RICK/FASCIA BUILDING L� B --- 20 RI/HB->`-� 1B.S9 A 2 R��®�—R /2' Mater d 1510 _L---j 1490 f9 � f9.so A-201 i1 --- B-2 dJ/H A-2 I— I �I - ii'- -- -- I— ---- # -- --- v 5 —S f ewK S— S - 5--- -- — S 5— Z2 777 425 Prop Carzfaur hlev S=0011 Surytsce Slope Risn= .62 �1 C GAG— C C __ j �r L -L� - C-- - — August 16, 1995 Rim=2 .69 Inv 9 C— G C 6" Cas /1884/ zzm= Prop Bollard Inv. = __ G C- Rims B' Lirmri Abandoned/ c - - o - —�- v. p - —-- o D o- - --- v -- GRAPHIC SCALA PLAN No. 9SO16-4 Inv. _ Thrff A-18� �' --S r B S __ - —--{A A IV 1W .n w� CENTRAL GRILLE 1 � = B - 26® Inv. JAB No , SPIFFY No Lot 390 Lot 389 Lot 388 Lot 387 Lot 386 Lot 385 Lot 384 See SAeet 1F for t ,/?W ity .Details 0=7- :i Sag Iirtatis �S- )Wool) of J/rTATT'S at > fbahodgV Strvat C) r , in RB 11'!R ,S14LJ�'.2 1LI�,S�S.' by � RYAN d AVZVA'.A'R A10 CORP. Design Consultants & Land Surtnerjors s" bark .Mulch �o�� P.O. B40X ASf iV".d T, AA.S.S. 0191018 Owr A%tiry Bbd 0 1 s� Y Arra 40ti r� 9 Aood Posts Aood Post 9 ..... cbnt. or A'zv ✓t 8' or "titer 4'abr c \ Scale. 1 MT.S. August 16• 1995 ' Lawn Abfge 1/8" X 1" cbntractton ✓omi O Haybale Ft'ntshed Crude �� SAfodsj4catson - Broom Finish / ftlter Fab+1c ! 1'" f�rmolded "pansson ✓otnt "�"Jjarth " " " Stake O Stake fkuer At Al! jrLmd Ob�vcts & ,Ihery Sod Areas / / Shown on 0wgs IiYA 1;2"" Sealant ale Q' 1 %% 6"X6" Tench �i%� 9" Gbntinuous 4—Ran Broom Finish Surlhce at Rtght tuith backAdFlow p Ahrth Saucer A / Angles To Oz'rvctton Of Yalb 6" Vin / 7b �' /� Arvund Bbd L Flow Butt Haybales _ Q _ S _ _ _ O Together AVTA S' 6" .Yin Lbm ted 41 eOOO PSI 40-Ahtratned Cbncmte Untie & Abid bock Btadap bo, -� ° t n ° b° with 6 X 9 K 29 X K 19 FKP Undisturbed1/9 ba!! frrtght. Synthefic Soil Under bboi ball _ oaoo°�6 "" Crawl basw��000c iriirlir +i Syandards or Trvstel Bisn(ap Shat! Loosen hbrd Subsoil at ` C}°` 'Q°° o- S' SpacsnA bot. Cbntractwn Joints All work must 6o in accordance with LYty, 7own Stanch Or Completely gay SAd base of Hole with Pick or Ag, a bnels bot. A'sp Joints These details ary pmvtded to aid the cbniructor in See *runs for Location of Beds, fiant Spacircg and front 1/atertals Undt'stur6ed Subgrade Section Plan understanding the scope of the proposed work Ar Bid ,Iben planting on slope, rnodiA as shown Ab:rtsctdarfy note bush--up 90 ' thus. Spacing bot. A'ip Joints prvparatton and ary intended Ar construction only whe no standard detatls aro atailable. The Contractor slati saucer on low side. be rwsponst6le Ar SHRUBPL�N7',Sr CJ6'1��'N7' 6y0,VCRT7'�' h7RO,SION A4RR1Z7RdeAned by the non with t n ctjtasdstha!! N Z O N W n W N Q A ' O Z Center Zino of Jindou r - - - AS. 00' Map �o 10.42' R> 00' Finished crude � + �(�1 [asp W z Y 6 ' / Std Rp6 Filled .SSbltd with d ` ` d ` V` 0 d ` N a a a a a a r ancrvie & /mounded on Top as SAown , v v I r v v O v I � D Allow fbr Curb at Ptak-Up Is'ndows /100 R1 /� `j f l 6 �l U ,Sy rgw* fawment 5 -O" / A 4 J, V y h a 1 04 pThickness ' inished Crude ' 17 o D d m Bbuard to be *bunted with c a' o �. Ttuo chats of Yeumw fasrttOOOIII��iPQS/' �(��i+�� 6 X° o a p°Opo _ p• p poo o ^ ^ o�c AU Cbncrvte to be 4SOO FSI -- C UI (U p - ReSn me with /3 Hoops O 11" O C \ \ Bollard c o, - J R6'- 1L R6'- 1R � - 1 and with 4 4 f�erfscal Bars ` Face o n4rb + a o ffvvsde 9 "' cbwr. Brick Face Loop Detector f � P i to 0 O o O Cnawl ba v 0 T J 0 N - 0o0-oa; OQu; .,00uaQao o ., �OQ^�� 4 a -I �- ?'-0" Dvin a +� ia. Ln s fV See flans Locations of ACUT.C. O standard signs v m � W N 3 (U V7 3 F BIT. CONC. CUR TMP. B0LL�4R1� P. U. IYINI�OIY P141� ,ST14NI14R1� ,SIGN,S' v � a z a y 4 v C O L n, � rl W a 0 r a PRELIMINARY M r Bleo.E Zojfl � ,fjb' Blacb S1" W S r BIDDING rd T#A&vw BacS"uns� Rid Beaksmund 8 O CONSTRUCTION= ---- --.-_ - __— . l�—_ WENDY 'S WATCH FOR1 Peabodyy Strvet TPAFMC W MR Salem, .1/ass. SUM A � (l�( H IEHIDM0s T VENDY 'S STORE No . /Ow 11�11� WATCH POII 11 V momfff� �J 1 861169 C� mx 1wIN�1e U= aw"Wmx -J 2B" BRICK/FASCIA BUILDING Letters ` .r ,IMA. /wllrn ,►nsn Baekprorsnd Atsgurt 16, 1996... PLAN No . 95016-5 CENTRAL AS41 ,�S'IGN,� GRILLE Coordinate arrow a'irectwn on 'C' sign ffoy vuffzyVT SlGN "° s "° See Sheet 1C & 110 for Location of IJeatils B6Z,269 11g' '' �'■lid Milsty Adasls Of iTjNI>Y'S at > f%abody Street i n " A7l AYAfZ '1L1, j94A5yA .' A/anhole flame & Cbvwr by LeBaron Type LB168-1 or equal fbame to be ser RV..4Ar A7MfArA` RINV CORP. I Standard Valve Bos & Cbver in /All mortar bed _ \ %twrrunt Destgn Consultants & Land Surveyors s E e /br Access to 1-1/2" 2" Cbrposatson .Stops "tend Access Pipr as itiequired - Cbncswtr LbUar P.Q 6YJl 1!S> �Y.[Qf.ItVl; lr.LS'.S O>Si019 ►hirf Aid 7 Ad/iut to Crude with Q y / a min of 2 courses h'dgestone of Brick .f/asonry � , C Pipe Openings to be Scale.' 1 " = N. T.S. August 16, 1995 o precast in riser section A(anhole SYeps ° SYrwrt 6bsr / f9 Bar around G !1" Typ openings Ar pipes 18' Diameter and 0 ring Join! G C over 1" cover Cap Stderuz/k Tube Tap h6tght of Rtswr "tensions as Required Sections wry o Avvsder t,. open fivm J• to 4 9 Ib VIP* ° place non- shr:Ak Aktenson Tube C morfar around inslaaed pipe AVTASY . .Yin 0.12 Sq. /n A/ain Tube _ Steel per rwrtical d Aot placed accord- 5" A/en SVandardr \ ing to A.9SH71� - AU cork must be in accordance with A/untoipal Standards. Lkstgnatton A/ 199 - 2" Clear-- These detatls ars provided to aid the Gbntractor in SidewealE Tube Bottom G 90 " Xa: Ws Dia. plus 2" understanding the scope of the proposed work I6r Bid A pia (Clearance prwparation and are. intended Ar construction only when Concrete felled ve no standard detatls are available. The Cbntrsctor shall / - Type -A'" Copper Service Tubing Q � in /everf be rwspvnssble Ar complying with the specijtc details Sues 9/4" to Z'; /reclusive ' <1 <I ' < defineo by the Afrsniaspaltty which in all cases shall A/ain TubeShoe _\ sup+rsede those shown hereon 11'atir Concrwte Base _ o o o o � 6, ,• Ell Aa in Oast in Aface A ° ► ° ° 0 4 6 " IIs n Z i �!1'tiD O:1"l•�L�'�be J�( 'tilt'l Lwl IJ�f717w� •? e 1 b } ❑ Cbrporatton Stop Undisture5ed da+fh— — w —III--i i i I I I I—III ot fb Abuse or Building Prreast Cbncrwte Sections to ConArm to > KXo Ltueb Slop ss 1Arquireed live Service Sires Larger Than 1-Inch/ ASIA/ C-478, Obncrrtr of 4000 PS/ in ZB days °f 'R S1�RlIN ff OZ'RIC�14 g .467 wZ Y J 3 Uf- H ll H F X4000000-j0 0 ca U a a a d a u. U C a w c 00 0 O a o A(anhole /'same & Cbvwr + 0 o N brought to 4'nts/ud grade d Q� i, IV Duty in Lawn avid y" L c LA Ln m Ssalewalk Areas/ Cbtch Basin frame & Crate w 0 d rn % LeBaron Type LBC 268-1 or equal c d 1 / - - , o0 + a frame to be set + L mN 147" A/isa in 4dU mortar bed -` y Abvement a +, +' - --! I„ Cbncrele Collar c v - � Adresse to Crude with w M � o, Nosrnal Liquid Levo! 1Z. � f G 24" / 8 7 cv n 3 a min o 2 courses - -- ------_-.- D -- of Bszck A/asonry .Pass DPp Catch i ° Bssin Hood 40, 4 3 d 11 L I - Inlet Tee sO sO 9 7" h /2 Pipe ° / `? 0 Ring Joint Outlet Tire o �- •/' J/in Liquid LMpth \ o .2, 000 Callon Crease Trap .Yin 012 Sq. In c - tartar fill Steel per vertical " �- — — -� S'-O "/ i— - around Pipe 0. r---� -- -- - - --- - - -- ► ° ► ► ° ► ► ► 4 ° ► - _ ,/tot placed accord- � a 3" eng to .4ASh7r Q so �, 1 o .`• o 0 0 o Lars:gnat ion 1/ 199 a O°o O°pGmv�l fbrrnw�- E --- — 1 I=--I111--11 EI I 1= = c � PRELIMINARY � 6"' .Yin 9/4 " to >-!/2" stoneBIDDING O dbttom to be on levei stable base. Undsstur4ed AWeril cbno�l6 �� c tCONSTRUCTION= Ply n SeCtZ07 WENDY 'S Nobs O}zst in H'ace G d C Q to t Peabodyy Street 1 fU Croase Tru shall be made o sive! rwsn rced concrete. 1 Salem .1/ass. P ./ lb •/ AU inlet and outlet fees are to be cast iron, Schedule 40 1 1fu Craass Trop tank shall withstand H - 10 loading unless under PVC or cast- in-place concrete. fines are to be cwnterwd �' d. d d. . ` � J WENDY 'S STORE No . pavement, drs'vws or traveled ways• wherein H - 20 shall aP."(y under the manhole cover o o• o o Cnsvel Bas7vwo o• o o• 862169 9 All pipe connections and concrete construction shall be Undesture5ed darfh—= tcatirfsght � � � � � � ill III—III- � BRICK/FASCIA BUILDING Precast Obncrwb Sections to CbnArrn to ASTM C-478• Cbncrete of 4000 PSI in 28 days CRZA4SZ FR,4P Ce4TChT .914AYyTyV August J99s PLAN No. 95016-6 CENTRAL GRILLE JOB No . SHEET No • aszzs9 >�' See Slteel 110 Ar Utility Locations II _ 6 DROVE ON 2r0 l%Aa•/N Ass j,•RADIUS 2 CAPS ir-0' 0-a r� ro •4 REINFORCING ROD WELD POST QUARE -- -- rCONTIN000s1 //z' SQUARE C - - -, 0 GRADE STEEL TUBING. SHOP x F� u/N• - - WELD ALL JOINTS - %2'x2'FLAT raERLAP - ffir _ _ HINGE TABS HOLE (TYPICAL) ADJUSTABLE lx8 Ar)UGH SAWN CEDAR GATE HINGE (TYPICAL 6) 6-4'LONG w/4' SPACE GATE SIMILAR TO FRAME SEE DETAIL BETWEEN BOARDS GATES ON FRONT TXT STAINED SEE SPECS.)- NOTE: ALL CONCRETE CURBS 70 HAVE £EXPANSIONJOINTSP1757 OR SAV CUTS NOT MORE THAN 20STEEL TUBING T O b � � V ��+ y 4 GREASE BAWL STORAGE � a COWCRETE CURB DETAIL \ �O b SCALE: r• r0• HINGE ADNUSTABLE r4 6'£ 6 6'Q r-0 TAB AMICI a tflr ! i HA rG i A& CEDAR POST(TREATED) OSTEp �+ - - BONDING AGENT VERT. 03. 4-0'D.C. - - - - F05T BASF,ASPHALT TOPPING w/(2lON B � 3' SIMPSON 0866 COLUMN. TERMINATE PIPE - - BOLTS . .. - THIS IIYD 6•CONC.FILLED STEEL PIPE (1 (COMPACTED THICKNESS) Y121 DIMENSION 6"O ABOVE COAL APRON FINISH PAINT HIGHWAY YELLOW. N SLAB � � B ili I 6' CONCRETE SLAB w/6x6 GRADE � , ! kli2 WIRE MESH (SEAL CONCRETE SLAB g� � C i n AGAINST GREASE ABSORPTION) 6' STONE p ¢ (COMPACTED THICKNESS) y4'x//r' STEEL PLATE I n4 s 12"1 EXTRUDED CURB DETAIL CONCRETE FOOTING b SCALE: r• '-0' i TRASH DUMPSTER AREA 4 • IAD--f CLEAR la--f CLEARHOLE yn /''� BOLT mPKK K dA LGHTAW WES GV • TED A EXPANSION JOINT AT %x' • EACH POST F00TIAIG a 1. SITE LIGHTING TO BE A 1000 WATT METAL HALIDE VERTICAL BARN FIXTURE STEEL PLATE A (TYPICAL 11 MULTIPLE DISTRIBUTION SHAPES (TYPES 1. 2. 3. 4, WILL BE ALLOWED . W TO MEET FOOTCANDLE REQUIRE MEATS USING SEGMENTED OPTICS 'X/� SCALE, JA-- r•0 ' Ci SCALE: Yr' r-0 SPACER 2. LOT IS REQUIRED TO HAVE AN INITK AVERAGE OF p F(XOTCANLYES 0 -- -- —1 I - - - � AND THEN BE REQUIRE TO MAINTAIN A MINIMUM OF 2 FOOTCANDLES kNv A 3. LUMINAIRE FINISH TO BE B70wIE GATE [.ITCH DETA/[ r7 b 2 6 CLIVC.FNLEO STEEL AxPE r a 4. BALLAST SHALL BE MULTITAP 120. ". 240. OR 217 VOLT COWM . TER STEEL Pref COLUMN. TERMINATE AMf SCALE: T• r-0 2 REQUIRED/ CCYUM � + PAINT HI�WA)' YELLOW. 480 VOLT AVAILABLE UPON REQUEST WITH A TWO r2l YEAR WARRANTY 6-0`ABOVE CONC.A/MM. 5. APPROVED DISTRIBUTORS: rxI CEDAR RAIL PAM? MACIfMR' YELLOW.//2 (STAINED SEE � rx8 ROUGH SAWN CEDAR - a RVEFF LIGHTING r80P67B-ISJ2 SfE�PECAT10NS)ED J. E. MARTIN ASSOC. /-800 -462-8235 • SPECN CATACIWS7 w1rOVEG.STAGGERED USE TREATED 2x BLOCK/IN DESIGNED LIGHTING CONCEPTS I-B00-24B-SW83 / /•x,. ��y��p� PLO \, � �i AT ALL HARDWARE MOUNTING TRASH EACLOSURE ��L � n JI SPACER y y g, C) SCALE, '• ry STEEL PLATE 1.-__... -----_— - -------- rTrPICAu 12' (BRACE) Ie � � 2 8 WELD BRACE TO LATCH 6'x6' (TREATED) W CEDAR POST (I BASE ANDOV 1O t�'DIA BOLTS .at _ fx4' CEDAR RAIL TYPICAL) (STAINED SEE IO/2• 9 � W I o � � SPECIFICATIONS) DAVE QI Lraso.s rxr K.b„T 3 4t SPACER r HOLE FOR %'DIA. CAPS ra S" cmwcnnrs F- BOLT mPICK, W %' ADJUSTABLE - - - HINGE (TYPICAL 4) = -= (2/36'LONG )J'AODS 2 30 (LEVER x //2') /DRILL HOLES IN CONCRETE S2TO LOCK GATES IN OPEN w CO GRI GATE LATCH DETAIL OB' Q A AND CLOSED POSITIONS SCALE! T• r-O rl REQUIRED) ID ' , Y tQ 2' SO!/ARE 'O LIGHT POLE TO BE FURNISHED AND INSTALLED STEEL TUBING. SHOP BY ELECTRICAL CONTRACTOR. POLE AND LUMINAIRE 6' 4i WELD ALL ,GO/NTS 4 70 BE FURNISHED BY THE SAME YANUF K'TURER .'2 ID'A b FOR PROPER WSTALLATOY OF S?ECpNCREMCRETE LIGHTING ALWAYS USE DOUBLE NUTS POE HEIGHT - 300' - -- _- - POLE DIAMETER - S (INCHES) O3• IM ACES AND MASHERS. THIS ASSEMBLY T POLE TYPE STEEL SQUARE GR,� I. ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL to POLE BY PREVENT ALLOWING RTO CI /N THE PGCE FINISH BACHE Lo LOCK CODES AND SOL CONDITIONS. �i ALLOY/IN AIR TO POLE.LATE BOLT SIZE - Ir r/ACHES)BOLI CIRCLE ` -, , f Ln THROUGH THE INSIDE OF POLE. ANCHOR BOLTS rxJ6 w/DOUBLE NUT b MASHERS -- - - - - - - - - - _ 2 GESANS ARE PER l5 PSf WIND lAALYS BASES MOUNTED DIRECT)( IS NER/FY LOCAL WIND AND SO'L CONO/TIOVSL CONCRETE CAN CAUSE A MOISTURE ' ' ' ; !o BUILDUP AND DETERIORATION ABILITY OF LONG W/4AWGH ' CEDAR SPACE b 3. ALL PLANTED PAVEMENT MARKERS ARE TO BE SOUO YELLOW o THE PULPS STABILITY B I , I BETWEEN BOARDS ; ; ; AND FURNISHED BY GENERAL CONTRACTOR y D0 NOT GROUT ASSEMBLY) y� ALL SIGNAGE TO BE SCALE: , • r-0' L---- " (STAINED SEE SPECSJ , - c AP THE pCAP DERS'DARECrLY FROM SIGNAGE E E TDR 1 P,CX-UPWHENNABLE WINN' DOT A 24' CONVEX MIRROR CARS PLACING �SHALL BE PLACED IN AN � NIP" FIOMT ELEVATIOGN APPROPRIATE LOCATION TO vAEw CUSTOMERS AT ORDER srATOw ' ". I \ SCALE: • r0' SAND FILLED 60SAMW PAVERS JOINTS; � oDrrsT�`rA� J ffm "9 ANCHOR BOLTS AND PIER O i ��P• INSTALLED BY ELECTRICAL ' ' '. ' - Y �• CONTRACTOR � A, SIGNAGE ERECTOR AND 3 a Q. �f�1"S STL LNa o �+ '. • GENERAL CONTRACTOR TO t; a . 2 COORDINATE THE FOOTER �t�Cl [� /d-0' RADIUS ., 8 ARIC�/fASL7� AAIaMIB Q '1 3 IY/MLMUY1 - NOTE: Y REQUIREMENTS AND THE, U !1 `EY LIGHTING SUPPLIER TO DETERMINE ' INSTALLATION FOR ALL r OJ a 30, WIND LOADS AND LOCAL ORDINANCES t . , EXTERIOR SIGNAGE 4IJ \7 i CX _ 8 HIGH _ Ioli WHEN POSSIBLE, LOCATE POLES ON ' ! '' �h0 _ � �0 4 PICK -UP � LETTERS LEr ETTERS OUTSIDE PERIMETER OF SITE , _ ' BEDDING COURSE �— � LY:IARSE 8.� 20. � WINDOW E X lT ONLY �► GIRANULAR BIOSE q c r'rtm LzNTRAL. "� l�ilE EXTEROR PONCE LJWS EXTEANOR SIGNAGE FOOTER PAVER DETAIL RECOMMENDED DIRiWE-THRU RAMS PAVEMENT MARKER DETAILS Alk I Swu as SCALE: %2'• r0' SCOL£: I• ro NO SCALE: SCALE: %x'• r-O' SCALE: %2'• r0 �; L2A - - -- - - - - - - - - - - - - F&I F&I 6 J I& 1&j -�w1Ee e�lAlr.waMw _ ! - --- ---------- -- , - -------------� i ------------------ - \` PARKING E 2z D 4 PARKING Tom � am ACCIUM i I FAR I 432/ MO MM( NUMBER (ALN CWVA CE 6UIgEJ FIXED OR BUILT-IN SEATING, TABLES. COUNTERS OR WORK SURFACES, WMI REQUIRED TO BE ACCESSIBLE BY Al SHALL COMPLY WITH 4.32 com HANDICAPPED 43a2 SEffM aw COWNA ICE w)oo I I i i i I i i IF SEATING SPACES FOR PEOPLE IN WHEELCHAIRS ARE PROVIDED AT TABLES66 , 1 I O PARKING i i i COUNTERS OR WORK SURFACES, CLEAR FLOOR SPACE COMPLYING WITH 4.24 ❑ 27'-0' VAN ACCESSIBLE I ! ! I ! I I SHALL BE PROVIDED. SUCH CLEAR FLOOR SPACE SHALL NOT OVERLAP KNEE 1 �,w PARKING SPACE I ^ ! ! I SPACE BY MORE.THAN /9' (IN) f465mtJ 4383 KNEE CLEARANCES (ADI COMPLIANCE OUMV 464 SIGNAGE (ADN CO PUAN(E GUIDE) _ ) QI ACCESSIBLE PARKING SPACES SHALL BE DESIGNATED AS RESERVED BY A SIGN 5 I L- IF SEATING FOR PEOPLE IN WHEELCHAIRS /5 PROVIDED AT TABLES, COUNTERS 0 1 SHOVING THE SYMBOL OF ACCESSIBILITY (SEE 4130 7 ADA COMPLIANCE GUIDE) 5'�i` AND WORK SURFACES, KNEE SPACES AT LEAST PJ' (IN) (685AW HIGH, N, ppw 30(IN) (76OmN WIDE AND 19'RN) (485mN DEEP SHALL BE PROVIDED VAN KING SIGN I SPACES COMPLYING WITH D B (5)(8) SHALL HAVE AN CESSONAL SIGN (SEE SPACE REQUIREMENT DIAGRAMS) PARKING SIGN 'VAN ACCESSIBLE' MOUNTED BELAY THE SYMBOL OF ACCESSIBILITY. SUCH SIGHS ® Q L A N IE I SHALL BE LOCATED SO THEY CANNOT BE OBSCURED BY A VEHICLE PARKED 43L4 HE%Wr OF WW SLNIFACES (ADI COWNJAMCE RAW Iib IN THE SPACE. U THE TOPS OF ACCESS/BLE TABLES, COUNTERS AND WORK SURFACES; I SHALL BE FROM ?B (IN) TO 34' (1N) (7)OW TO 80MA) ABOVE THE FINISH a, I /'�/� �►y��/�c FORWARD OR REAR ACCESS SIDLE ACCESS FLOOR OR GROUND. ® HANDICAPPED i HANDICAPPED J/W�/'�G No SCALE COMPLY WITH LOCAL CODE REQUIREYENrS SPACE REQUIREMENTS FOR WHEELCHAIRS HANDICAPPED I NO SCALE COMPLY WITH LOCAL CODE REQUIREMENTS PARKING SIGN I I FIEEEZ I 36' (JONI 36' awl Y(J awl *011e 904M /Strw I8(AW) Is aw() Jt?(wN) IDI'(Nw) 42' (wN( I8'awl . FREEZ I a9Pll 457 avow 4Ww Amm avr El K WENOI"S �� 7� POSSIBLE �SlLOCATION i WALL LOCATIONLE v 11 L (REAR OF BUILDING) i I I ! ! I 4 NPQt Fa 43 -ADA COMPLIANCE GUIDE) I I i i I ! 462 LDCATKNM rADA COMPLIANCE GUIDE) I i , ACCESS/BCE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE INTERNATIONAL. SYMBOL O'• ACCESSIBILITY I CLEAR FLOORQ. SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT LD PARKING 70 AN ACCESSIBLE ENTRANCE. (DISPIA' COMIYfKIMS) LSPACEM)� SPACE lY/N/NUN) �_-_._______1 CLEAR FLOOR ! I Y - - `-------- nMM! K IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BIJlLDING. ACCESSIBLE PARKING SHALL BE 430.2 CHARACTER PROPORTALaY (ALN COMPLIANCE (MINIMUM/ ----------------__ ANC£ G//CEJ ' W LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN ENTRANCE OF THE PARKING FACILITY. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH '""""'"'"/""' ADJACENT PARKING. ACCESSIBLE PARKING SPACES SHALL BE LISPERSED AND LOCATED CLOSEST TO 36 AND /d AND A STROKE WIDTH-TO-HEIGHT RATA BETWEEN 15 AND WO. - ` 48' awl WALL l TION ' THE ACCESSIBLE ENTRANCES. inn 4JO3 COLOR CONTRAST UM COMPLIANCE GLADE) CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND EITHER LIGHT 46J ACCESPARKSIBLE P SPADES UDI COMPLIANCE L CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BIACKGROUND. I Ar (te) My ACCESSIBLE PARKING SPACES SHALL BE AT LEAST B'-O (243&rm/ WIDE. PARKING ACCESS AISLES SHALL PART OF AN ACCESSIBLE ROUTE TO THE BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY 4304 RAISED OR INDENTED CHARACTERS OR SYMBOLS (ADA QOiNUANL GUIDE) (slew. L WITH 4.3. TWO ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AJSLE (SEE LAYOUT ABOVE). LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED OR INCISED %2' (OBmnA MINIMUM CLEAR FLOOR SPACE AT WATER CLOSETS ARID LAVATORIES 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 %, (16mn) HIGH. BUT NO HIGHER THAN ?e (5vrn INDENTED CHARACTERS ALTERNATE 0008 ISO (296mm) IN ALL DIRECTIONS. OR SYMBOLS SHALL HAVE A STROKE WIDTH OF AT LEAST %' (6mN SYMBOLS OR LOCATION PICTOGRAPHS ON SIGNS SHALL BE RAISED OR INDENTED �' (OBmo) MINIMUM'. �. 4/6/ WATER CLOSETS UDI COMPLIANCE GUIDE) 4IB/ GENERA (ADA COMPLIANCE G/IDf) �//y��Qp� p�/ �]/� �+� J2 (aw) ACCESSIBLE WATER CLOSETS SHALL COMPLY WITH CJ& ACCESS/BLE URINALS SHALL COMPLY WITH 4,18. a HALM/ A P D P"IIAV SAVES ACCESSIBLE SYMBOLS LI ALCREQUI ED rOLA1 COMPLIANCE G)/LIEU *�/ 4JG,t CLEAR FLOOR SPACE (ADI COMPLIANCE GLADE) 4.Leat HEXWr (ADI COMPLIANCE GIM ACCESSIBLE fACIL/T1E5 REWIRED TO BE IDENTIFIED 8Y 4./, SHALL USE THE SCALE/ I/4'- /-0' COMPLY WITH LOCAL CODE REQUIREMENTS INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL BE DISPLAYED AS SHAWN t CLEAR FL OR SPACE FOR WATER CLOSETS NOT IN STALLS SHALL UR/NNS 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 1T (IN) (432mM ABOVE THE FINISH FLOOR. TO ALLOW EITHER A LEFT OR RIGHT-HANDED APPROACH. 41306 MO UNT/N: LOCATION AND HENHT (ADA COUPUANCE GUIDE) 4l U.3 CLEM FLOORSPACE (ADA COMPLIANCE GUS) j � A INTERIOR SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDE AND SHALL 4163 WOW (ADN COMPLIANCE GNB) A CLEAR FLOOR SPACE 30' (IN) BY 49 (1N) (760nm BY /29mV BE MOUNTED AT A HEIGHT OF BETWEEN 5?AND 66' (137Omn AND /675mN ABOVE THE THE HEIGHT OF WATER CLOSETS SHALL BE 17' (IN)TO 19' (1N) SHALL BE PROVIDED IN FRONT OF URINALS TO ALLAY FORWARD -, I FINISHED FLOOR. (432mn TO 40ftV MEASURED TO THE TOP OF THE TOILET SEAT APPROACH. THIS CLEAR SPACE SHALL ADp/N OR OVERLAP AN /2 (SEE DIAGRAMS). SEATS SHALL NGT BE SPRUNG TO RETURN TO ACCESSIBLE ROUTE AND SHALL COMPLY WITH 412.4. URINAL A LIFTED POSITION. SHIELDS THAT DO NOT EXTEND BEYOND THE FRONT EDGE OF BUILDING. PLANTING (ANY NON-WALKING SURFACE) /�� Qpm �y Zh THE URINAL RIM MAY BE PROVIDED WITH 29 (IN) (735an) - - - - - - - - - - - - HANDICAPPED JI 41164 ~ SAMS (ALN CONPUA CE GUIDE) CLEARANCE BETWEEN THEY. IF t£S4 THAN 4a GRAB BARS FOR WATER CLOSETS NOT LOCATED IN STALLS SHALL THAN THE AHE R oSWs NO SCALE PROCL T TYPE+ HANDICAPPED DECALS COMPLY WITH ILLUSTRATIONS AND 4.26. 4,IG4 FL(RSY( QaYTIUS UM COAV ACE SLAW CUN'ANY NAYS( WASSERSTRO/CBC FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND TELEPHON& 800`44•-4697 JIM CAMPBELL -O SHALL COMPLY WITH 4.27.4. AND SHALL BE MOUNTED NO MORE 4 /2 A, ALL IIANDRN�AND BARNS RE D TO B£ ACCESSIBLE SUM THAN 44' (IN) 0/2DmN ABOVE THE FINISH FLOOR. rtwu BY 4.1, C8 OR 4.9 SHALL COMPLY WITH CZ& 5? rmNl 0M4 A LI GENERAL " COMPLIANCE SLOW 4ffi2 SIZE AND SPAM OF G4/NB BUMPS AND IUNNOR/IM.S (ADA) THE REQUIREMENTS OF 4.19 SHALL APPLY TO LAVATORY FIXTURES, fw ( " LMS THE DIAMETER ORWIDTH OF THE GRIPPING SURFACES OF A VANITIES, AND BUILT IN LAVATORIES. 4? (Awi 4$ (m) MOUNTED FIXTURE HANDRAIL OR GRAB BAR SHALL BE H'/4' TO lyz' (32mn TO 38mn4 N E MCH Mrtila4cN y(y NL%m OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 4 At MEANT AND CLEAINCES UDI COAV JAVW 61NLOE) e (ALL orX A'NIu4CNes MOUNTED IF HANDRAILS OR GRAB BARS ARE MOUNTED ADJACENT TO A WAIL, LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER - a t 1t awl AMOUNTED F/XT;URE tO lrp 1r12 11 to �I �� +W�'�W THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE SURFACE NO HIGHER THAN N (IN) (BfwSmml ABDUCE THE FINISH A/z' (38mm1 (SEE FIG. 39 -A THRU C. ADA COMPLIANCE GUIDE). FLOOR. PROVIDE A CLEARANCE OF AT LEAST 24' (1N) (735mm1 HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS 1S A ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE APRON. STANDARD STALL MAXIMUM OF Y (IN) (75mn) DEEP AND EXTENDS AT LEAST N! UN) KNEE AND/OR CLEARANCE SHALL COMPLY WITH FIC,. 31. 4 �5'- X-O' 5 W Y (455mm) ABOVE THE TOP OF THE RAIL 4Ia3 CLEAR FLOOR SPACE (AOI COArVANaE GIM A CLEAR FLOOR SPACE 30 48'(IN) BY (IN) (760rw BY 0SWe)� I to a 417.1 LOCATION (ADI COMPLIANCE GALE) COMPLYING WITH CD4, SHALL BE PROVIDED IN FRONT OF A VV ACCESSIBLE TOILET STALLS SHALL BE ON AN ACCESSIBLE ROUTE LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR FLOOR IO p AND SHALL MEET THE REQUIREMENTS OF 4.I7. SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND ! - SHALL EXTEND A MAXIMUM OF 19' (IN) (465mn1 UNDERNEATH THE -------------------- ' 4.17.2 WATER CLOSETS (ADA COMPLIANCE GIDE) LAVATORY (SEE FIG. 321. , HANONCAPPED RAMP M74ML z-6 (MIN) WATER CLOSETS /N ACCESSIBLE STALLS SHALL COMPLY WITH 4.16 4, A4 EXPOSED PVTS AMID SWAQES (ALN COMPLIANCE GUIDE) SCALEr %4'-I-0' COMPLY WITH LOCA. CODE REQUIREMENTS ; 762M i 4.11.3 SIZE AND ARRANGEMENT (ADI COMPLIANCE GUIDE) HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE l N 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 WIDE) CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES M= LL SPACE TOILET STALLS WITH A MINIMUM DEPTH OF 56' (IN) (14?EwW UNDER LAVATORIES. 47.1LOAT/OV (ADI COMPLIANCE GUIDE) ELEVATION HEIGHTS I (SEE ILLUSTRATIONS) SHALL HAVE WALL-MOUNTED WATER CLOSETS. CURB RAMPS COMPLYING WITH 47 SHALL BE PROVIDED WHEREEVER AN ACCESSIBLE ROUTE ( 41311 QENERAL (ADA COMPLIANCE GLIDE) IF THE DEPTH OF A STANDARD TOILET STALL IS INCREASED AT 4ML5 FAUCETS (ADA COMPLIANCE SUM P CROSSES A CURB PUBLIC TELEPHONES REWIRED TO BE ACCESSIBLE BY LEAST 3' (IN) (75mN. THEN A FLOOR MOUNTED WATER CLOSET MAY FAUCETS SHALL COMPLY WITH 4,27.4 LEVER-OPERATED. PUSH TYPE 4.l SHALL COMPLY WITH 4.31 w/WALL BE USED. ARRANGEMENTS SHAWN FOR STANDARD TOILET STALLS AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES 47.2 SLOPE (ADA 0004JANCE GNI 36' (wN) 4$ (wNl MOUNTED FIXTURE MAY BE REVERSED TO ALLOW EITHER ALEFT OR RIGH? HAND OF ACCEPTABLE DESIGNS SELFCLDS/NG VALVES ARE ALLAYED IF = ' SLOPES OF CURB RAMPS SHALL COMPLY WITH 4.8.2 THE SLOPE SHALL BE MEASURED AS SHAWN 434.t GEAR FLOOR OR GROUND SPACE (AM CO MPLJANCE GUIDE) *4n 1411111- APPROACH. THE FAUCET REMAINS OPEN FOR AT LEAST AO SECONDS. w/FLOOR TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF A CLEAR FLOOR OR GROUND SPACE AT LEAST 21$ BY 44 4'-1K awl MOUNTED FIXTURE EXCEPTXhNr ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS. ROAD SURFACE IMMEDIATELY ADJACENT --- (I62mn BY 1219mm) THAT ALLOWS EITHER A FORWARD O4 PARALLEL PRELIMINARY APPROACH BY A PERSON USING A WHEELCHAIR. SHALL BE PROVIDED mow' IN INSTANCES Of ALTERATION WORK WHERE PROVISION OF A TO THE CURB RAMP OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1A20. e STANDARD STALL /S TECHNICALLY INFEASIBLE OR WHERE PLUMBING &� AT TELEPHONES (SEE DETAILS SHOWN) THE CLEAR FLOOR OR GROUND 47.3 WIDTH (ADA C]MPUANICE &AM ! SPACE SHALL COMPLY WITH 4.24 BASES, ENCLOSURES, AND FIXED STANDARD STALL CODE REQUIREMENTS PREVENT COMBINING EXISTING STALLS TO COWSTRUCTIbMV THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 3'4 (914mN EXCLUSIVE OF FLARED SIDES. SEATS SHALL NOT IMPEDE APPROACHES TO TELEPHONES B( PEOPLE PRO IDE SPACE AN ALTERNATE STALL (SEE ILLUSTRATIONS) MAY 47.4 SURFACES (ALN COMPLIANCE GUI ) USING WHEELCHAIRS. BE PROVIDED IN LIEU OF THE STANARD STALL.. wevom SURFACES OF CURB RAMPS SHALL COMPLY WITH 4-5. 4,31.3 1Md/MTNID HEIGHT (ADA COMPLIANCE SUM / THE HIGHEST OPERABLE PMT OF THE TELEPHONE SHALL BE 36' awl IF URB LIF IS RAMPS UDI (LPEDES RI GUIDE) WITHIN THE REACH RANGES SPECIFIED IN 4.25 OR 4.26 swm MIRROR W� S STORE l� If A CURB RAMP /S LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP OR WHERE 4q IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE FLARED SIDES( THE MAX/MUM (� 434amm .4 PROTRUDING OBJECTS (ADA COMPLIANCE GUIDE) 5? rayl adl L IC/HASID). LMS SLOPE OF THE FLARE SHALL BE Ido (S££ DETAIL ABOVE). CURB RAMPS WITH RETURNED CURBS TELEPHONES SHALL COMPLY WITH 4.4 1? w MAY BE USED WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. SIDE REACH CLEARANCES (MAX) 4O' awl !? (FOR ADDITIONAL INFORMATION REFER TO FIGURES 12(o)AND 12(b)/N COMPLIANCE GUIDE). �oslw *4. TOILET awl rr awl SINK PAPER q� DEPTH DADA TITLE Ill' TELEPHME HEIGHTS AND CLEARANCES M�EE l? o CLEAIMWE - t aAr/ J e # ! PLAN NLLI (AwAdw *r NO SCALE COMPLY WITH LOCAL CODE REQUIREMENTS awl s � CEN w1WALL PA 4? awl 4$ awl MOUNTED FIXTURE I I t1E.veMMCE, Maw 6, LATCH MMG4CYl arty meow w/FLOOR AR MW V MAVAM 4-17 awt MOUNTED FIXTURE ft SHED GRAB BARS AT WATER CLOSETS LWATARY CLEARANCES S-rgyDwtp ffi ALTERNATE STAR RACEWAY MOUNTED CHANNEL LETTERS TECHNICAL SPECIFICATIONS TECHNICAL SPECIFICATIONS SERIES II FASCIA SYSTEM DESCRIPTION: 36" LETTER PLACEMENT AND BLOCKING CENTERS Individual letters tar munbng on building fascia of wall reading WrNDYS"with scrota and W SP Speaker Pedestal cameo. .-', r set of individual letters reading OLD FASIOONED HAMBURGERS' is 0ptionaL DESCRH T1nN: I 1�� P - 100 Pylon Sign SIZE Remote speaker pedestal with foam mounted speaker and sonic detector. DESCRIPTION: � �• n• irlw y DAMS�IN rerun The following letter heights are available. 24", 30", 36' & 42'. See figures 1 for additional SIZE- I rete MOM r WA.r size specifications 06"only). s"x 8"x 46"high. An illuminated double face pylon with a readerboard. Including 250 chaneter letter font and . - FACES: CABINET: letter changer. - - - - • LETTERS: L'8" #2415 red virgin acrylic faces (standard) or 1/8" x7328 white virgin acrylic ' faces(optional) formed 112" deep. B"x U x IN 7' wall steel tube. . MOUNTING INSTRUCTIONS: PYLON: •10" high x 9'-0" gide. . CAMEO: The cameo of Wendy has a flesh colored face,red hair with blue hair ribbons,a Mounted to a 5' pipe stub. Can be rotated to anv angle. Installation and servicing through READERBOARD: 5'-2" high x T-0" wide. blue and white striped dress on a white background with a black border. The graphics 1 W4 1111064—"1 an screen printed in Unique Red (Lacryl e837-R or equivalent), white (Lacryecu Mounted #801-W or est door. FACES: gequivalent),blue IDMS#310)and flesh (PMS#1550)on local clear acrylic plastic. FOUNDATION REQUIREMENTS: PYLON 2" deep pan formed .177" GE Lexan $1070, With embossed copy. Hinged for CANS: CONCRETE RASE: 12" x 12" x i6- deep (foundation specifications subject to locsoil The letter faces and cameo face are attached to 4 1/2" (6" for cameo) deep sheet metal cans. conditions and code requirements.i. 5" steel pipe stubbed out 18". servicing. The cans zee fabricated from 24 ga.paint-grip sheet steel and painted dark bronze. READERBOARD: 2" deep pan formed .177" GE Lexan 5100, with embossed copy. Tracked for 3 rows of 6" changeable letters. Hinged for servicing. RACEWAY: The letter cans and cameo can are attached to a sheet metal raceway. The raceway is I . 8.. GRAPHICS: fabricated from 24 ga. paint-grip sheet steel and painted copper. The raceway has internally I" mounted 3116" x 2"steel"U"brackets positioned at each external mounting bracket location. T PYLON: Whitet) baletters with #40 black s of an illuminated Unique Red (Lolore face, or See figures 2&3 for additional specifications. equivalent) background with a black scroll. Cameo of Wendy has a flesh colored face, red SCROLLS: hair with blue hair ribbons, a blue and white dress on a white background with a blade "'�' '`( oval border. The cameo graphics colors are Unique Red (Latryl #837-R or equivalent), Main scroll and cameo scroll are cut from VS aluminum sheet,painted black. e.. ILLUMINATION/ELECTRICAL white (Lacryi #801-W or equivalent), blue (PMS #310) and flesh (PMS #155C). The entire LETTERS: The individual letters are illuminated with limn red (standard) or whits (optional) neon. The neon is mounted on standard glaze tube supports. The straight back sign is surrounded by a golden yellow (Lacryl 414-Y or equivalent) bevel and flange. .All FRONT ELEVATION electrodes an mounted to standard #100 lass housin (all WDMYS lttttn, U' & So' graphics painted on second surface. .umar.,... cameo)or standard 8200 glass housings (OLD FASMONED HAMBURGERS letters). Little"with low# READERBOARD: [clack letters on a Gulden Yellow (Laeryl 0414•Y or equivalent) panel, TT T s...�� red faces and neon use standard 30mA, 1'Ov/60 Hz neon transformers. ' Letter with white 46' e•'••••• surrounded by a field of Unique Red (Lacryl #437-R or equivalent). Changeable letter (/r+""""" cFR IFS II FASCIA DESCRIPTION faces and neon use standard 6OmA,12Dv/60 Hz neon transformer.' .'o -• CAMEO:The lighting method(relative to the cameo size)is As follows: background i5 yellow. Entire read¢rboard has a _ .. ~�A FASCIA PANELS: u•tk 30 -Neon same+s]eners. Golden Yellow (Lacryl #414-Y or equivalent) 9-0 #� r.�a36'&42"-High output fluorescent lamps and ballasts. il" bevel and flange. T'l 41"w Formed .125" ABS palated Wendy's Tcopper. qi�"'"r CABINET: •••,� x1•.0.. a'n la" .1 r..�nwi. PYLON & READERBOARD: 12 1/2" wide SMALL PARTS: s 24 ga paint grip sheet steel. Painted parts r-r--�: «-30- +}� —ir x Vr ""a' "'` aluminum extrusion with aluminum retainers an #313 dark bronze acrylic polyure- I I I piaD FA3ffiONED both With a painted#313 dark bronze finish. r-1r thane with red stripes where applicable- s0" gSr ! 31r ILLUMINATION ELECTRICAL: Toftwci.`..�wr ear+�..'w LIGHT FIXTURES: a. BII PYLON & READERBOARD: 800mA high .r r w sti Orr. Boo mA high output cool white floures- LE r...r. output cool white fluorescent lighting cent lamps and ballasts. Figure 1 WIL360FH - Wendy's with Cameo and Old Fashioned Hamburger Requires 1-20 amp circuit at 110v/60Hz Total ELECTRICAL � w amperage-15 amps. ' TM' 1?Av/60 Hz, amperage varies depending POLEIPOLE COVER: n•4' OLD T1�onnatED *ee.. UMUNERS. on building sue. ' POLE 8' x 8" x .250" wall steel tube 13'-l" long. Painted with rust prohibitive primer. >r nNaUasts and wiring can be modified for local conditions. (Le.220v/SOHz) POLE COVER: Formed ABS plastic 11" wide. Building Size Amps Painted #313 dark bronze finish with formed I CG 34n 11.1 A Ballasts and wiring can be rncd ficd for Iota!conditions. lf.e. 220v/SOHz) w insets painted Wendy's copper. CG 3490 14.3 A o r+.r MOUNTING INSTRUCTIONS: Match plate connection between pylon and feature ! .+.. board. Pipe stub and weld plate provided for U ground pole connection. Direct burial installation. n-mo a•-e- anus. s n•rw sur. Mounting kit I+nivl,lr,l Inn t•oIr ,Hers a•.•.rtnl�ly FOUNDATION REQUIREMEN IS: T Series II Fascia - cross section CONCRETE BASE: 4'-0" diameter by 5'-0" deep. (foundation specifications subject to local soil a Ballasts and wiring can be modified for local conditions. (i.e. 220v/50Hz) conditions and code requirements.) ' Ballasts and wiring can be modified for local conditions. (i.e. 220v/50Hz) o ! i TECHNICAL SPECIFICATIONS TECHNICAL SPECIFICATIONS W ZY J < U LAI ExpreSin Ow Specificatil 0 a u a a a a a a DESCRIPTION: WSB SCOREBOARD MENU Neon letter display tar mounting on exterior building wall to enhance tlhe pick up window DESCRIPTION: An illuminated ( our panel exterior menu sign, with copy stops and price system SIZE: SIZE: TECHNICAL SPECIFICATIONS See drawing below. EACH FACE: 481/16" high x 181/2' wide,23 lines of copy. RACEWAY MOUNTED CHANNEL LETTERS CONT. FACES: s in front and behind t Cut to shape 3.16"dear plexiglashe neon. vinyl on plexiglar behind TRANSPARENCIES:4 standard 10 3/4" X 17". Directional S LgnS r the neon COMPLETE SIGN: 57" high x 106 3/4" wide,92 lines of total copy. s yr GRAPHICS: ELECTRONIC LED:Currently not available from sign vendor. Call for addiitional DESCRIPTIO\: Express:Double band 13mm Hear red neon with red vinyl behind. information. E[7F,� ra we • window:Single band 13mm dear bright yellow neon with yellow vinyl behind. An illuminated double face sign t0 direct auto traffic.FACES/FRAMES: Sween printed burgundy (PMS 195C) background on dear ll8"�s4N• CABINET: Lexan plastic. Faces are retained in aluminum extrusion painted with a burgundy SIZE: MACr 1tAe OLMATh h�rwnorFabricated 24 ga. paint grip sheet steel tnangutar cabinet,4 V2"deep,painted light zee.�� (PMS 195C),Wendy's beige or#313 dark bronze finish and lift out for sen•iring inside 2' high x 2'-2" wide. ELECTRICALrrFr.�• �' 1 s~r r . Express:6000 volts @ 30mA and .'500 volts @ 30mA. ' the store. Side hinged dual cover doors with 1:B" non-glare clear Plexiglas. FACES: _� window soo volts and 3omw. ' GRAPHICS: Flat face of LIS" GE Lexan 5100. I _77 1-1 ✓ MOUNTING INSTRUCTIONS: HEADERS: Clear copy on burgundy background with satfron backup strips. GRAPHICS: �— 1/2'x 1 1/2"x L'8" :V u num angle bolts flush to wall. Cabinet then mounts to this angle. IIT:M$:Clear copy on burgundy background with white backup strips. 4• r s va tars PRICES:Clair copy on burgundy background with white backup price system. �4'hitt letters (Latw'1 #403•W) on an illuminated Unique Red (Lat=yl #437-R or equivalent) ia.__� (NOTI: Backup colon may vary with specialty items uhd Promotions) background with a black scroll. The entire sign is conn surfs by a golden yellow (Lacryl 414- r Yorequivalent) border. All graphics painted on second surface. ' CABINET: Custom aluminum extrusion painted with a Burgundy (PMS 195C) or Wendy's Beige. The cabinet has a smooth sheet metal back and copper accent trim CABINET: L around perimeter. 5" wide aluminum extrusion with aluminum retainers , It ra err. a ILLUMINATION ELECTRICAL 800mA high output cool white fluorescent lighting. both with a painted #313 dark bronze finish. Lse ■ata Requires 2.15 amp circuits at IIOv/60Hz Sign amperage - 3.0 amps.' LED amperage - ILLUMINATION/ELECTRICAL: € cr. • u \ 45 amps. Speaker system mounts in the sign or remotely. d TING INSTRUCTIONS: 800mA high output cool white fluorescent lamp MOUNTING _ •.n .Mounting base: Dual poles attached to a single base plate. live baseplate is to be Requires 1.15 amp circuit at 110v/60Hz. Total a W 451/2-, D Figure 2 Raceway specifications - Wendy's with CamtO anchor bolted to concrete foundation using 4- 16" x 4" x 5/8" anchor bolts,6" on center. amperage-1.2amps.The baseplate allows for 20' of rotation to facilitate proper alignment of the menu (see POLE/POLE COVER: M- r Dinstallation instructions for further details). POLE: 2 U2" x 2 1/2" x 1/8" steel pipe 51" long. o ° (OP) to 3011 Painted with rust prohibitive primer. a Q POLE COVER: Formed ABS plastic. Painted o Q scary st FOUNDATION ' I s. REQUIREMENTS: #313 dark bronze finish. a I MR- a l/a' �t`� ! Concrete base: MOUNTING INSTRUCTIONS: BIDDING em rLD FAB NOR� �ie.� O iikl�� 0" deep. lope stub and weld plate provided. Weld match plate j r-21141 HIONED to da'CI• (Foundation _t sr specifications subject to to top of pole. Direct burial installation. Mounting t ►tataers+e '`rAMEM I local soil conditions and provided for pole cover assembly. xrrn"Owr. PREL I M I NARY Wag _ T T_ FOUNDATION REQUIREMENTS: J14 w4 j —� 471/2- SET TO 4r codere requirements). CONSTRUCTIONS ssrrtd �rYrww,r I I � 4 u'a yr feel(( M4sn' AaovEGRADE CONCRETE BASE: 12' x 12' x 36". (foundation spcci- pa,Crwscas#mer 1"s 1J SET TO lie" CHNICAL �FECiFICATIONS fications subject to local soil conditions and code Yue rsow aortow ABOVE GRADE I 1? WSB SCOREBOARD MENU requirements.) JENDY S a r . r I 'll re uirements. to v4- i saasssK� a- hs yr )( 1 ------ ---- LED Readout Example ' ballasts and wiring can be modified for local conditions. (i.e.22AvI50Hz) OPTIONS: Enter a Exit kENDY 'S STORE No, LETn 4 LI- r v4- r-r yr Ty?. r•s yr rn. Pick UpWindow BRICK/FASCIA BUILDING Figttre 3 Raceway specifications - Old Fashioned Hamburgers EXITi • PLAN No . CENTRAL - BIGGIE COKE GRILLE JOB No . SHEET No T;AX 1.05 T ' Ballasts and wiring can be modified for local conditions. (i.e.220v/50Hz) TOTAL 17.74 ' Ballasts and wiring can be modified for local conditions. (i.e. 220v/SOHz) ' SIGN SUPPLIED BY OWNER BUCHTAL CORP. 8x8 AND INSTALLED BY SIGN #142 (RED) WALL TILE WENDYS 'SERIES 11' FASCIA SYSTEM INSTALLER FACTORY FINISH 'BRONZE' FACTORY APPLIED SUPPLIED BY OWNER AND INSTALLED 2x6 CLEAR REDWOOD 2x6 CLEAR REDWOOD TRIM/FINISH PEX-2 TRIM/FINISH PEX-1 \ LIGHT FIXTURE TRIM COLOR PEX-1 TRIM COLOR FI GENERAL CONTRACTOR. (SEE SHEET #13) FINISH BRIGHT COPPER 16' WIDEx6' DEEPx9' HIGH SCUPPER AOR W/4'x4' DOWNSPOUT. FINISH PEX-2 RED NEON STRIPS fff 16' Ex6' DEEPx9' HIGH SCUPPER W/ x4' DOWNSPOUT. FINISH PEX-2 Cd' RED NEON STRIPS SPLIT- -- SPLIT-FACED CONC. BLOCK 41x4' DOWNSPOUT RED NEON STRIPS -- -- .° v 4x8x16 i SPLIT-FACED BUCHTAL CORP. 8x8 CONC. BLOCK #142 (RED) WALL TILE FIXED R� FICO 4' BRICK GLASS GLAss 48'L x 36'H C� WRT . IR N VENEER f- - RAILING SLIDING GLASS (PAINT BRICK SAFETY RETI ROWLOC WINDOW -- 4x8x16 SPLIT-FACED CONC, BLOCK BUCHTAL CORP. 8x8 SLIDING CLAS #2727 (SILVER) WALL TILE WINDOW 20'x8' CONC. FOOTING 16'x8' CONC. FOOTING PIPE DOWNSPOUTS UNDERGROUND USE GEORGIA PACIFIC PIPE DOWNSPOUTS UNDERGROUND TO FACE OF NEAREST CURB. DENS SHIELD SHEATHING TO FACE OF NEAREST CURB. — 20'x8' CONC . FOOTING ON PLYWOOD BEHIND TILE. LEFT S IDE ELEVATION SCALE, 1/4 ' =1 '-0' WENDYS 'SERIES 11 ' FASCIA SYSTEM ROOFING CONTRACTOR TO SUPPLIED BY OWNER AND INSTALLED PROVIDE AND INSTALL BRONZE FACTORY APPLIED PEX-1 BY GENERAL CONTRACTOR. FACTORY FINISH 'BRONZE' CAP FLASHING FOR PARAPET 2x8 CLEAR REDWOOD 2x6 CLEAR REDWOOD 2x6 CLEAR REDWOOD TRIM COLOR \ /FINISH BRIGHT COPPER TRIM COLOR WALLS AND COLUMN TOPS. /TRIM/FINISH PEX-3 /TRIM/FINISH PEX-1/' TRIM/FINISH PEX-2 i /' j ❑ RED NEON STRIPS u r 4x8x16 - — eRED NEON STRIPS Lw r SPLIT-FACED _ Q CONC. BLOCK RED NEON STRIPS i _ o 4x8x16 - ~i SPLIT-FACED ------- 4' BRICK CONC. BLOCK ° v� - -----'-- — VENEER 4' BRICK v E NE ER ' -- - v VENEER - - ------- — m 0 _ BRICK w z Y ROWLOCK -i �r u 4x8x 16u a � i ❑ 0 0 0 ❑ ❑ SPLIT-FACED w ca u IL o- IL a a a CONC. BLOCK • u TOP OF COURSE #4 & CONCRETE SLAB FLOOR d W 20'x8' CONC. FOOTING c N o 20'x8' CONC . FOOTING 6'x8' CONC. - FOOTING � d o (U ~ — O Q .. -------- -- ----- -- c N (U BLOCKING CENTERS STARTING FROMDO 0 £ u . —� CENTER OF BUILDING - GENERAL CONTRACTOR CENTERLINE OF lU1LDING TO INSTALL BLOCKING BEHIND FASCIA TO c (� QRIGHT SIDE ELEVATION / SUPPORT AND MOUNT FASCIA SIGNAGE � � -0 CO LL- 57' / u41 L � SCALEi 1/4 =1 '-0' 61 ' 35' 21' 111i 57' i BLOCKING PROVIDED WITH FASCIA T J O z 22'-0• COPY LENGTH + ( • 0 c v -- V) LIGHT FIXTURE 7 '-8' 6• 2 '-6' 8' I1 '-2 1/2 ' v m aj d ~ (SEE SHEET #13) -� WENDYS 'SERIES 11 ' FASCIA SYSTEM SUPPLIED BY OWNER AND INSTALLED FACTORY APPLIED PEX-1 Q r \ BY GENERAL CONTRACTOR. _�� TRIM COLOR \\\ LIGHT FIXTURE FINISH BRIGHT COPPER (SEE SHEET #13> FACTORv FINISH 'BRON E' 2xB CLEAR REDWOOD c W TRIM COLOR TRIM/FINISH PEX-3 Q J W I �_ — W - 2x6 CLEAR REDWOOD a RED NEON STRIPS TRIM/FINISH PEX-1 2 � L1J t j(mAm �L 2x6 CLEAR REDWOOD o e 0 D 4x8x16 � 1 / D D D �p] TRIM/FINISH PEX-2 4 ~ SPLIT-FACED !/ r \,\ a �C RED NEON STRI S _ N CONC. BLOCK D u�J ] 1 J FI ISH PE 1 FINISH o BRIGHT COPPER' W Q- a x C� c w v 4x8x16 (SEE TSHEET U#E13) ,� -- SPLIT-FACED SIGN SUPPLIED BY OWNER PRELIMINARY = METAL CONC. BLOCK FLASHING AND INSTALLED BY SIGN a sEcuRl Ln I SAFES DEECAL INSTALLER. FACES TO BE 'RED' . BIDDING = 'TINELOCK' w� STORAGE MODULE TO BE WINDOW ,o 4- BRICK- CONSTRUCTION= SAFE DEc PROVIDED BY OWNER AND ' [� — o . BRICK SNEER INSTALLED BY THE GENERAL FIXE FI 4' BRICK XED ROWLOCK CONTRACTOR. - GLASS WENDY 'S (FINISH SPECTRUM BROWN) 4VENEERLN •TINELOCK• ---- _ SAFE DECAL D TOP OF COURSE #4 & ° m _ _ 0 4x8x16 CONCRETE SLAB FLOOR WENDY 'S STORE No. METAL DOO _— CRS #4 cu SPLIT-FACED FINISH PEX CONC. BLOCK BRICK/FASCIA BUILDING 16'xB' CONC. FOOTING 20'x8' CONC . FOOTING cg3480 BUILDING PLAN No . CENT AL REAR ELSPLIT FACE BLOCK FACE BRICK ELEVATION SPLIT ELEVATION GRILLE SCALE, 1/4 " =1 "-0' SPLIT FACE BLOCK BY OBERFIELDS CONCRETE, DELAWARE, OHIO, SCALE- 1/4 ' =1 '-0' 4' BRICK VENEER BY GENERAL CLAY, WADSWORTH, OHIO JOB No . SHEET No STANDARD, WELLINGTON BLEND STANDARD 3 1/2'X2 1/4'X8' STANDARD, COLORt BUFF MODULAR 4'XB'X16' SINGLE SCORE SOLID 4' BRICK VENEER BY GLEN GERY, IBERIA, OHIO 5 ALTERNATEi COLOR, BUFF MODULAR 4'XS'X16' SOLID (w/o SINGLE SCORE) ALTERNATE, ROSEWOOD MODULAR 3 5/8'X2 1/4'X7 5/8'