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4'-9 1/4" <br /> 2'-0» <br /> HEIGHT DETECTOR y <br /> POLE E Y S E l� ITE AVE 0 N 00 <br /> 00 <br /> • O • L rn <br /> x a) r- co <br /> 2'-4" PREVIEW BOARD 2" GALV. STEEL PIPE w o ~ ti <br /> x o � <br /> W �`� Cz <br /> EDGE OF "' o 0 <br /> SIDEWALK PAVING PIPE BOLLARD W/BLACK Q`") <br /> CD <br /> SLEEVE COVER. O <br /> w STAINLESS DOOR — <br /> SEE DETAIL 10/AO.40 m m �, <br /> �w o o ESCUTCHEON PLATE THRESHOLD o <br /> �z co <br /> 0-� `� a' <br /> 3'-6" <br /> UJ <br /> Z.1 ------------------ <br /> 4 4 a <br /> z DRIVE- THRU LANE a <br /> �0 < o o I I I I I I I I I I I I I I I I N \ Q <br /> w� � RAS NG CANE ' S a ° a <br /> Q p I I III III III III I I a Store. <br /> M <br /> I II I <br /> ,�, 60" X 18" LOOP DETECTOR N - <br /> - CENTER FRONT LEG ON OPEN a / a Q a <br /> 1311 E. YOSEMITE AVE. <br /> �> SIDE OF D/T WINDOW. SET 2" 1'-6" 1' 3" I I EQ / " EQ <br /> 4-1 3 4 Q <br /> rn <br /> o BELOW TOP OF PAVING. NO ° MANTECA, CA 95336 <br /> STEEL REINFORCEMENT WITHIN NOLA TILES IN THE FOLLOWING CONFIGURATION <br /> 18" ALL SIDES. F71 3'-6" CONCRETE CURB <br /> Restaurant #R 529 <br /> co — RE: CIVIL DRAWINGS <br /> NV— VERIFY W/ REFER TO DETAIL 31A0.10 FOR SECTIONAL CUT <br /> Professional of Record: NAME <br /> SPEAKER POST M FR.4 <br /> BIKE RACK loe DC STREET & BUSINESS TILE <br /> po 0 PAR <br /> 1-1/2" = 1'-0" '" _ ''—°" DT. BOLLARD DETAIL <br /> 911 <br /> /A1'—°" DESIGN <br /> 0 <br /> /A1.0 <br /> oLd <br /> NOTE: A r c h i t e c t u r a <br /> l <br /> Of z D PROVIDE ACCESSIBLE TEMPERED WATER MIXING VALVES NEAR WATER HEATER TO SUPPLY Solutions Group <br /> wSINGLE HYDRANT IN DUMPSTER ENCLOSURE. IF NOT PERMITTED, PROVIDE ONE HOT AND <br /> cn w o ONE COLD HYDRANT IN DUMPSTER ENCLOSURE WITH TEMPERED MIXING CONNECTION WITH 38 EXECUTIVE PARK, <br /> E- a Y MENU BOARD BACK FLOW PREVENTERS AS REQ'D. IF TEMPERED WATER NOT PERMITTED PROVIDE SUITE 310 <br /> ( ) IRVINE, CA 92614 <br /> 3:' Q SINGLE HOT HYDRANT. IF NO WATER IN DUMPSTER ENCLOSURE IS PERMITTED, SEE OWNER CONTACT: JEFF LIEDERMAN <br /> o m FOR ALTERNATIVE. <br /> z 4 Q ? 6"0 STEEL PIPE CONCRETE <br /> 430-7051 <br /> z o ® ® FILLED W/BUMPER JLIEDERMAN@PMDGINC.COM <br /> UJ o BLACK BUMPER SLEEVE, <br /> w i NOTE: 4"0 BOLLARDS AT <br /> x 't DRIVE-THRU WINDOWS <br /> 00 w Q 4" PIPE BOLLARD CENTERED IN FINISH PAVING o <br /> 6_ 0 CURB WOODFORD FREEZELESS <br /> z of LIGHT FIXTURE ASSEMBLY BY <br /> YARD HYDRANT (COLD), SUPPLIER, INSTALLED BY G.C. UNDISTURBED <br /> �> CONCRETE CURB 6" WIDE MIN. MODEL Y34 COLD HYDRANT COLOR: MATT BLACK <br /> o TOP-OF-CURB MUST BE SET 1/2" o WOODFORD FREEZELESS SOIL <br /> MIN. BELOW FINISH FLOOR ALONG I YARD HYDRANT (HOT), SHALL BE PAINTED BLUE <br /> DRIVE-THRU SIDE OF BUILDING MODEL Y34 HOT <br /> HYDRANT SHALL BE <br /> PAINTED RED LIGHT FIXTURE SHIELD, R C <br /> G.C. INSTALL TEMPERED ATMOSPHERIC ASSEMBLY BY SUPPLIER, RAY PN <br /> MIXINGG CONNECTION <br /> VACUUM BREAKER INSTALLED BY G.C. <br /> RE: STRUCTURALCi (RPZ IN ENVIRONMENTS COLOR: MATT BLACK <br /> DRAWINGS FOR NOT PRONE TO FREEZE) <br /> 60" X 18" LOOP DETECTOR FOUNDATION DETAILS o INSULATE EXPOSED � 30 = <br /> CENTER FRONT LEG ON OPEN I COPPER PIPING ANCHOR w a _ �T PR NEWP�oA �o� <br /> N BACK TO WALL WITH J ASSEMBLY BY SUPPLIER, qT �� <br /> SIDE OF D/T WINDOW. SET 2 w INSTALLED BY G.C. -III a III— �j F p F P <br /> BELOW TOP OF PAVING. NO UNISTRUT AND PIPE CLIP w COLOR: MATT BLACK ° <br /> STEEL REINFORCEMENT WITHIN STOP WASTE VALVE MUST <br /> 18" ALL SIDES. BE SET BELOW GRADE CONCRETE Prototype : P4 EXTENDED- HV, SCHEME A <br /> BEAM DEPTH <br /> Prototype Issue Date: 6.29.2020 <br /> Design Bulletin Updates: INCLUDED <br /> BASE PLATE Date Issued: Bulletin Number: <br /> NOV. 2018 1 & 2 <br /> HOSE BIB DRYPACK UNDER LIGHT 1ST BLDG. SUBMITTAL <br /> DRIVE—THRU EQUIPMENT PLAN 21511-1/2" = 1'-0" POLE PLATE. FINISH <br /> 1/2" = 1'-0" EXPOSED POTON,SMOOTH ANDRSILLOPE PIPE BOLLARD <br /> (7 TOWARDS EDGE. 101 3/4" = 1'-0" <br /> I � I DIMENSION SHEET FOR <br /> MODEL : DLI ANCHOR BOLTS ANDLEVELING NUTS 5 <br /> Standard Bicycle Locker SUPPLIED M <br /> BY ELEC. ETAL 1/4" ANGLE z <br /> METAL FRAME <br /> _ CONTRACTOR <br /> 0I � <br /> MEDIUM SANDBLAST REVISIONS: <br /> VEHICLE HEIGHT N FINISH N 1 08-07-20 1st. Bldg. Submittal <br /> °0 DETECTOR POLE <br /> FINISH YARD SURFACE 2 <br /> w 2"X3/16" METAL 3 <br /> BRACING SHALL BE4 <br /> WELDED TO GATE ir) <br /> _IUJ <br /> FRAME AT ALL 5 <br /> (If CORNERS 6 <br /> 34" SHAPE TOP TO <br /> Cn <br /> W SHED WATER CONDUIT PER 7 <br /> o ELECTRICAL GATE LOCKING 8 <br /> w PROPOSED 9 <br /> = CURB FINISH GRADE PIN 3 HINGES SHALL BE <br /> 75" 2x3X1/4 SQUARE METAL PANEL <br /> 102 3/4" - ~ STEEL TUBING SHALL BE WELDED INSTALLED PER <br /> ° Cn TO METAL FRAME EACH GATE DOOR. <br /> ° 4 1/2" AT TOP & BOTTOM HINGES SHALL BE <br /> Nk 4n ° a- NOT 1. POLE BASED IN NATURAL 7r WELDED TO POST Sheet Title: <br /> a — CONC. FOOTING - UNDISTURBED SOIL OR AND GATE. FRAME o <br /> SEE STRUCT. DWGS. APPROVED COMPACT FILL GRID WELDS SMOOTH <br /> DL1 DURA BIKE LOCKER, FINISH: a - j <br /> GALVANIZED. INSTALL PER —III (PER SOILS REPORT) 2"x2"x1/4" ANGLE METAL AND PAINT � SITE <br /> MANUFACTURERS REQUIREMENTS FRAME 6" SQUARE STEEL DETAILS <br /> 2" _ ° HEIGHT DETECTOR POLE 2. PROVIDE "SONOTUBE" LINER <br /> & FOUNDATION. SHOWN TO ELIMINATE TUBE SPIRAL TUBING PAINTED Date: <br /> FOORD NATEENCE WITHONLY. SEE STRUCTURAL LINES, TYP. HEAVY DUTY HINGES SHALL BE WELDED SEMI-GLOSS BLACK LO 08. 07.2020 <br /> a FABRICATOR AS NEEDED 3. REFER TO STRUCT. DWGS TO 6" POST AND GATE FRAME. THERE Project Number: RAC19024.0 <br /> SHALL BE 3 HINGES PER GATE. HINGES TOP OF DUMPSTER <br /> 46'1 42" 48„ FOR TYPICAL REINFORCING SHALL BE 8" BARREL HINGES BY KING CONCRETE PAD Drawn By: XXX/XXX <br /> OPENING 17 ARCHITECTURAL METALS <br /> -� GATE TO POST CONNECTION <br /> 1'-6" <br /> Sheet Number: <br /> iibLd <br /> l z <br /> OPENINGGATE TO POST CONNECTION `" o <br /> LONG—TERM BICYCLE PARKING HEIGHT DETECTOR POLE SITE LIGHT METAL GATE DETAIL <br /> A0 . 21 <br /> 31 N.T.S. 3/4" = 1'-0" 3/4" = 1'-0" 1/4" = 1'-0"61Q <br /> m <br />