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I I DIMENSION SHEET FOR <br /> MODEL . DL1 <br /> 4-4 3/4 Standard Bicycle Locker <br /> 2'-Opp <br /> HEIGHT DETECTOR y <br /> Y POLE. RE: 6/AO.21 o <br /> S . 1� 00NEYBLVD iYyL � x <br /> M U X ti <br /> w � N <br /> 0 2 -4 PREVIEW BOARD �r o CD rn <br /> I W QM <br /> 39" _ <br /> EDGE OF SIDEWALK <br /> PIPE BOLLARD W/BLACK PAVING V = o <br /> UJ <br /> SLEEVE COVER. O <br /> SEE DETAIL 10/AO.21 75" L m N <br /> N <br /> 102 314" w oo rn <br /> DOOR TRESHOLD w z � Q; <br /> 0 3'-6' CD <br /> N <br /> -------------------------------------------- <br /> C) <br /> DI DURA BIKE LOCKER, FINISH: >Z O <br /> GALVANIZED. INSTALL PER cn 0 <br /> a ~ DRIVE- THRU LANE \ <br /> MANUFACTURER'S REQUIREMENTS <br /> ^ z <br /> 2 V Q \ <br /> O <br /> R IS IN N ' S ZJ � � <br /> A G C A E X Store: <br /> � 60" X 18" LOOP DETECTOR W KETTLEMAN & LOWER SCRAMENTO <br /> CENTER FRONT LEG ON OPEN <br /> EQ 4'-1 1/4" EQ <br /> OPENING 8 N> SIDE OF D/T WINDOW. SET 2" 1 -6 LODI, CA 95242 <br /> o BELOW TOP OF PAVING. NO <br /> NOTE: STEEL REINFORCEMENT WITHIN Restaurant #RC576 <br /> CONCRETE CURB _ 18 ALL SIDES. <br /> RE: CIVIL DRAWINGS REFER TO FINISH FLOOR PLAN ON SHEET P4E-HV-M SCHEME A <br /> 7" A3.20b FOR LOCATION I26} <br /> OPENING <br /> Professional of Record: JEFF LIEDERMAN <br /> DC STREET & BUSINESS TILE FAA LONG-TERM BICYCLE PARKING <br /> 1 DT. BOLLARD DETAIL41 N.T.S. <br /> 99 <br /> 1/A1.0399= DESIGN <br /> Ld <br /> NOTE: NUJo D Architectural <br /> PROVIDE ACCESSIBLE TEMPERED WATER MIXING VALVES NEAR WATER HEATER TO SUPPLY of Z Solutions Group <br /> SINGLE HYDRANT IN DUMPSTER ENCLOSURE. IF NOT PERMITTED, PROVIDE ONE HOT AND w <br /> ONE COLD HYDRANT IN DUMPSTER ENCLOSURE WITH TEMPERED MIXING CONNECTION WITH w o <br /> 2 1101 Central Expressway South <br /> BACK FLOW PREVENTERS) AS REQ'D. IF TEMPERED WATER NOT PERMITTED, PROVIDE Y MENU BOARD Suite 100 <br /> SINGLE HOT HYDRANT. IF NO WATER IN DUMPSTER ENCLOSURE IS PERMITTED, SEE OWNER > 00 Q Allen, TX 75013 <br /> FOR ALTERNATIVE. U)000 m CONTACT: EVERETT FIELDS <br /> 6"0 STEEL PIPE CONCRETE z Q ? (469) 619-1164 <br /> FILLED W/BUMPER ° ' o EFIELDS@PMDGINC.COM <br /> BLACK BUMPER SLEEVE, w o <br /> NOTE: 4"0 BOLLARDS AT <br /> DRIVE-THRU WINDOWS x It <br /> FINISH PAVING o m``' Q , <br /> s 4 PIPE BOLLARD CENTERED IN <br /> LIGHT FIXTURE ASSEMBLY BY WOODFORD FREEZELESS z of ao.21 _...... _.__ CURB <br /> SUPPLIER, INSTALLED BY G.C. YARD HYDRANT (COLD), -> CONCRETE CURB 6" WIDE MIN. <br /> UNDISTURBED COLOR: MATT BLACK WOODFORD FREEZELESS MODEL Y34 COLD HYDRANT o TOP-OF-CURB MUST BE SET 1/2" I I pRCH� <br /> SOIL (HOT), SHALL BE PAINTED BLUE MIN. BELOW FINISH FLOOR ALONG ' I �� 5 TF <br /> YARD HYDRANT HOT , I 5 c' <br /> M YDRA34 HOLT BE DRIVE-THRU SIDE OF BUILDING �EFFRRMPN <br /> PAINTED REDC,2353 <br /> LIGHT FIXTURE SHIELD, G.C. TO INSTALL TEMPERED 202A Q <br /> ASSEMBLY BY SUPPLIER, ATMOSPHERIC <br /> a INSTALLED BY G.C. 30' _ <br /> MIXING CONNECTION PR NEwA�DP <br /> VACUUM BREAKER <br /> COLOR: MATT BLACK (RPZ IN ENVIRONMENTS RE: STRUCTURAL TgrF of <br /> NOT PRONE TO FREEZE) DRAWINGS FOR <br /> a o INSULATE EXPOSED FOUNDATION DETAILS <br /> w ASSEMBLY BY SUPPLIER, I COPPER PIPING ANCHOR <br /> N BACK TO WALL WITH <br /> a of w INSTALLED BY G.C. UNISTRUT AND PIPE CLIP <br /> Of COLOR: MATT BLACK 60" X 18" LOOP DETECTOR <br /> w STOP WASTE VALVE MUST <br /> CONCRETE < BE SET BELOW GRADE CENTER FRONT LEG ON OPEN Prototype : P4E- HV 2020 -2.0 RELEASE <br /> BEAM DEPTH SIDE OF D/T WINDOW. SET 2" <br /> o _ _ BELOW TOP OF PAVING. NO Prototype Issue Date: 7.14.2020 <br /> STEEL REINFORCEMENT WITHIN Design Bulletin Updates: -- <br /> 8" ALL SIDES. „ <br /> BASE PLATE SIMILAR CONDITION AT BOTH 1 -6 Date Issued: Bulletin Number: <br /> 1 '-6"0 DRIVE-THRU WINDOWS <br /> DRYPACK UNDER LIGHT HOSE BIB 1ST BLDG. SUBMITTAL <br /> POLE PLATE. FINISH 1_1/2- - 1'-0" DRIVE-THRU EQUIPMENT PLAN <br /> PIPE BOLLARD SMOOTH AND <br /> EXPOSED RSILLOPE ON, 511/2" - 1'-0" <br /> 21 <br /> 101 3/4" = 1'-0" TOWARDS EDGE. <br /> ANCHOR BOLTS AND <br /> LEVELING NUTS <br /> SUPPLIED BY ELEC. <br /> CONTRACTOR <br /> o MEDIUM SANDBLAST REVISIONS: <br /> N <br /> FINISH m VEHICLE HEIGHT 12.22.2020 1st Building Submittal <br /> FINISH YARD SURFACE DETECTOR POLE 1 <br /> 2 <br /> 3 <br /> ,� 4 <br /> 2 GALV. STEEL PIPE 5 <br /> SHAPE TOP TO O <br /> CONDUIT PER Ld SHED WATER I 6 <br /> o ELECTRICAL 7 <br /> w 8 <br /> = <br /> CURB <br /> PROPOSED FINISH GRADE <br /> STAINLESS <br /> a a ESCUTCHEON PLATE <br /> Ld 1.NOTES:POLE BASED IN NATURAL sk a I Sheet Title: <br /> UNDISTURBED SOIL OR a CONC. FOOTING - <br /> APPROVED COMPACT FILL a -° SEE STRUCT. DWGS. SITE <br /> (PER SOILS REPORT) � _ DETAILS <br /> 2. PROVIDE "SONOTUBE" LINER < HEIGHT DETECTOR POLE 17 <br /> TO ELIMINATE TUBE SPIRAL = & FOUNDATION. SHOWN III III III III I I I I Date: 12.21.2020 <br /> LINES, TYP. - FOR REFERENCE ONLY. 07I 11 Mi III IIMi II <br /> ol SEE STRUCTURAL - COORDINATE WITH <br /> 3. REFER TO STRUCT. Ia FABRICATOR AS NEEDED I I I I I Project Number: RAM 9048.0 <br /> FOR TYPICAL REINFORCING in z N Drawn By: _ <br /> -Ili III <br /> 3'—6" Sheet Number: <br /> z_ <br /> C° VERIFY W/ <br /> MFR. <br /> NOT USED SITE LIGHT HEIGHT DETECTOR POLE BIKE RACK A0 . 21 <br /> J <br /> 1/4" = 1'-0" 3/4" = 1'-0"81 61 3/4" = 1'-0" 1" = 1'-0" Q <br /> m <br />