Laserfiche WebLink
SITE NUMBER: 1531 <br /> , <br /> 3�_9• BASE MODEL: 3076 <br /> L A TY RALING <br /> ASSET TYPE: COMPANY/FRANCHISE <br /> PAINTED WENDY'S BLACK <br /> CLASSIFICATION: REFRESH <br /> OWNER: OWNER NAME • <br /> 36 HT, RAILINGS AT 4" OC ` <br /> PRE-DRILL 3" DIAM HOLE INTO <br /> EX. CONC. SLAB, MIN, 12' DP BASE VERSION: 2016 JUL. <br /> AT EACH END � UPGRADE CLASSIFICATION: <br /> N/A ' <br /> � � <br /> PROJECT YEAR: 2016 <br /> FURNITURE PACKAGE: 2016 <br /> THESE TWO BAYS V�JILL BE DRAWING RELEASE: MARCH 2O17 <br /> USED TO ABSORB GRADES <br /> WHEN FLATTENING OUT THE <br /> STALL, AISLE AND PATH i� V � � �, <br /> � FEASIBLE. GC TO VERIFY PRIOR � � N � ' <br /> - J <br /> TC CONSTRUCTION � � � � � <br /> _ � N N U <br /> � RAILING 1" = 1�-0�° <br /> � � � <br /> � x c� <br /> 1" HIGH BOLD LETTE 12' _ �ii ~ ii � � <br /> CROSS SLOPES OF ACCESSIBLE STALLS AND i'' Y <br /> LOADING ZONE TO BE 1 1/2� MAX. 19 . ■� v � <br /> 3'-0' 4"X 4" ACCESSIBLE � � � <br /> SYMB : . � ' � y+ � <br /> �iw�A��ir �� W <br /> iwaam = <br /> ■ <br /> 3/4" HIGH LETTERS � � WA�K-IN BOX � v �' � <br /> ADDITION ■ i > o <br /> VAN ACC69BLE <br /> �. Q � � <br /> � <br /> � <br /> 3'� WIDE A NTED STRIPE �O � o <br /> � � <br /> � � 11 � �' • <br /> � 8" DIAM. X 18" b 9 Y N <br /> I @ <br /> D P. F O O T I N G, S L O P E '� � EX. �LEC METER � 1 0 � � <br /> ' ;: <br /> � TOP TO DRAIN. �' r �, <br /> O �—0'—0' - c� o <br /> o c <br /> � � <br /> LOCATE SIGN POST 2'-6" _ � I� ; ' �I������ � Q � � <br /> FROM FACE OF CURB TO _ �� ��`� I���� �I��_� �� <br /> �-�,'�`�1��,��T <br /> MIN. POST FROM CAR OVERHANG � � � ' _� � , <br /> 3'-0" SQUARE SYMBOL N Q g `�' � � ' � I PROJECT TYPE: 3076 . <br /> OF ACCESSIBILITY; `= - <br /> REFRESH <br /> PAINT (2) WITH COATS WHITE � 2� � :.t k -: � <br /> BEADED REFLECTIVE PAINT � <br /> OVER (2) COATS BLUE (VAN ACCESSIBLE) � °° �. � � <br /> BACKGROUND PAINT ' ' <br /> 8,_5„ � � / <br /> O� '� � / <br /> 2 HANDICAP SYMBOL 1" = 1�-o�� <br /> o� � <br /> �� � . <br /> � �j <br /> 5 CURB / GUTTER DETAIL 1" = 1°-o�� � <br /> SEE SITE PLAN FOR ORIENTATION O � <br /> OF DIAMOND PLATE TEXTURE <br /> & DOMES //�/ ', <br /> DIAMOND PLATE TEXTURE "�// <br /> ON ENTIRE RAMP SLOPE <br /> � ` <br /> ' MAXIMUM SLOPE SHALL BE - <br /> ` 1: 1 Z I N 6� 0 F R U N 4" CONC SLAB OVER 4" SEALANT, TYP. <br /> 6RANULAR BASE <br /> ` 6� EXPANSION JOINT, � <br /> ��. 3/4" DEEP SAWCUT OR EVERY 3RD JT. / <br /> MAX. Z, 6� TOOLED JOINT � � (� <br /> �� � <br /> � O <br /> � MORTH N <br /> D .. �o� D . . o .. -- o. o . p � � � <br /> D D �6 p , D P o , SITE NOTES: � <br /> —x�--z— —x—�x— z x— �z-�—x� <br /> \ \ D <br /> / <br /> ,\ �� � ° �\ '` � � C� � � <br /> , " ,;� . ;,`�' � , ��'�. /;� z . � � <br /> i > � � �� EXIST. TRASH ENCLOSURE TO REMAIN � <br /> �� . 1' . <br /> ,,. ,��;�� ` � � . � ;�� Q � �Q <br /> , � � � �X15TIN6 51T� PL�N <br /> , X� ,� ,�, �,, J Q2 REPAINT EXISIING YELLOW ARROWS <br /> � � , � <br /> ;����� ;J` ` � , �, ,� ■ SGALE: I" = 20'-0" � � <br /> , � �� �� '� , � �; w <br /> Q3 EXIST. SPEAKER BOX & MENU BOARD TO REMAIN �,�J }' <br /> .;,� �';� � \ � <br /> �/ � � , ,. % � �--� <br /> � � V 4 EXIST. ACCESSIBLE SYMBOL � � � <br /> � \` ' ;�%'X\' � n �� \ / z <br /> � \;; ' . i , , �. ��;� ,� i / /��j% ' o SCORE JOINT EXPANSION JOINT O S TO BE REPAINTED PER 2/AS1.1 � � � <br /> � � � � OO EXIST. 4" WIDE PAINT LINES AT 24" OC TO BE PAINTED NEW. � � <br /> ��, �� , � z <br /> ,T __�;� � � <br /> � I�. �..�..� <br /> � L�W :k�T��TA�t�; A\� �NG� ;- / � ELIMINATE EXISTING PAINT LINES ; <br /> TRIJI�CA�D ��Nt� �"�X �.�/�.9'%, Q <br /> O EXIST. PICK UP VdINDOW TO REMAIN RE�. �ATE oescRiPrioN <br /> BAS� DkM,�.T4P da�A�1 ,' �O;�L�� �. ,� �. , <br /> T�#Al� xBA�� n1M , �'� ,I-#�.,,�.;-�SP�CE�' o OO NEW BLADE WITH WENDYS CHANNEL SIGN 3 03/30/2017 MARG++ 2017 <br /> 1.6" CEP¢��E�,,'�d �E �F��/AI�GNE� �8 VAN ACCESSIBLE SIGN, BOT. OF SIGN AT 5' ABOVE FIN. GRADE <br /> � [N� A SQlJ�f2E� PA�' . R#�I; ��E 1��� 17 1- SEE 5/AS1.1 <br /> I 8-24-2018 SUBMIT FOR PERMIT <br /> = 20�.9 S��T� 70�'5 �21R �J�D,h��0�4��: <br /> � 0�'TlqidAL, SI�fSPfiCING ;�� � , �9 INTERNALLY ILLUMINATED WENDY'S CHANNEL SIGN W/LOGO <br /> � <br /> a <br /> Y <br /> 10 EXIST. ENTRY VESTIBULE <br /> ISSUE DATE:03/29/20ll <br /> � 3 RAMP SURFACE TEXTURE 1" = 1°-o�° 6 CONCRETE CURB JOINTS �� EXIST. DRIVE THRU LANE PROJECT NUMBER: 17-4026 <br /> 0 <br /> � <br /> 1Q NEW QUALITY IS OUR RECIPE SIGN, NON ILLUMINATED <br /> � <br /> I� n n <br /> O <br /> M <br /> A . <br /> CHECKED BY: HGK <br /> 0 6" DIAM. X 1/4" THICK STEEL POST WITH 1Q EXIST. SAFETY RED RAILING; PREPARE SURFACE AND REPAINT <br /> 3 CONCRETE INFILL AND CROWNED WENDY'S RED sEA� <br /> � TOP. � NEW SAFETY RAIL PAINTED WENDY'S RED, SEE 1/AS1.1 <br /> � <br /> � P R I M E & P A I N T WI TH 5103 ARCHITECTD ' <br /> ' 15 GENERAL CONTRACTOR SHALL VERIFY ALL SLOPES WITHIN THE <br /> � 2-COATS MARINE <br /> � ENAMEL ACCESSIBLE PARKING STALLS, AISLE AND PATH FROM THE <br /> STALL TO THE BUILDING HAS SLOPES THAT ARE < 2% IN ALL -2a-2o�a <br /> ° NorE: DIRECTIONS. <br /> � VERIFY LOC. OF EXIST. U.G. UTILIIIES <br /> H�WARD G. KIMURA <br /> ST�TE ff V�9�4TR1 <br /> 16 SAWCUT EXIST. CONC. SIDEWALK, INSTALL NEW 1:12 RAMP WITH <br /> � BEFORE DRILLING FOR CONC. FOUNDATION ` <br /> 0 <br /> m b DIAMOND PLATE TEXTURE ALONG RAMP SURFACE. AT BOTTOM <br /> � GRADE � OF RAMP, INSTALL TRUNCATED DOME WARNING TILES PER <br /> � ATTACHD DETAIL 3/AS1.1 <br /> � <br /> � <br /> > <br /> w � �� � „ SHEEf NAME , <br /> ° #3 HORIZ. REINF. � NEW 13-6 X 22-0 WALK-IN COOLER & FREEZER ATTACHED <br /> � TIES AT 12" OC W/ TO BUILDING ON LEVEL MONOPOUR CONCRETE SLAB. EXISTING SITE <br /> } (3) #4 VERT. BARS. 18 REMOVE EXISTING ACCESSIBLE STALL SHOWN DASHED PLAN <br /> 0 <br /> z <br /> � EMBED PIPE 3' MIN IN 18" DIAM. "' <br /> 19 NEW ACCESSIBLE PARKING STALL WITH AISLE. GC TO VERIFY sHEETNUMBER <br /> ° SLOPE, SAWCUT EXIST. PAVEMENT, INSTALL NEW 4" CONC. SLAB <br /> a CONCRETE, MIN. WITH 2% MAX. SLOPES. TRANSITION SLOPES MAY EKCEED 2� <br /> ° OUTSIDE THE STALL, AISLE OR PATH <br /> � � <br /> N 4" COMPACTED GRAVEL EX. TRANSFORMER, MAINTAIN 8' MIN. FROM STRUCTURES . <br /> 0 <br /> � <br /> 21 l�R�F4SF # '�z '"�.i4�ll� Cr?�,�>...� ~�� <br /> N 4 BOLLARD DETAIL 1" = 1�-o�� � � <br /> � <br />