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HomeMy WebLinkAboutAS-102-SITE-SECTIONS-&-DETAILS-Rev.0H 'A =I FILL WITH GROUT AND CROWN TOP 6' RETROREFLECTIVE ENGINEER'S TAPE SM HIGH DENSITY YELLOW PRESSURE SENSTITIVE TAPE OR APPROVED EQUIVALENT), TYP. 6' DIA. STEEL PIPE BOLLARD SCH. 40, GALVANIZED PRE- FORMED EXPANSION JOINT MATERIAL, AASHTO M-33 FINISH GRADEIPAVING, REF. CIVIL WRAP FIRST 6' OF PIPE WITH FELT TO PREVENT CRACKING IN CONCRETE. 3500 PSI CONCRETE (CLASS 8) WELD N3 STEEL REINF, 16. All STEEL BOLLARD DETAIL O AS-102 SCALE: 3/4" = 1'-0" T.O. MASONRY WALL GROUT STEEL REINFORCING, REF, STRUCT. REF. CIVIL T.0 PAM NG GRADE BEAM AND VOID FORMS REF: STRUCTURAL AT ENI I F 1/2" _ RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel �N;3�v�taA� DATE: 06/07/19 CAST STONE COPING m /—SPLIT-FACE CMU WALL, REF: STRUCTURAL DUMPSTER PAD, REF: STRUCT REF. CIVILIFORGRADES INSIDE SCREE D HEIGHTS AND TOP OF CURB HEIGHTS. 9:i771NG9:IgellddiB1�9:1Ng4: 2)03116' TUBE STEEL CROSS BRACING 3x3016' TUBE STEEL FRAME 180 DEGREE HEAVY DUTY HINGE TUBE STEEL &ANGLE, RE: STRUCTURE STRUCTURAL SPLIT -FACE CMU WALL REF: STRUCT PARKING 76 'VAN -ACCESSIBLE' SIGN WHERE INDICATED ON SITE PLANS 21/2'0D STEELS 2500 PSI PARKING S RCAI F R/d" = GENERAL SITE NOTES ,. REFER TO CIVIL DRAWINGS FORALLSITE UTILITIES, DRAINAGE, PARKING STRIPING, GRADING, AND PAVING. 2. REFER TO ELECTRICAL DRAWINGS FORSITE INFORMATION INCLUDING, BUT NOTLIMITED TO THE FOLLOWING: - SITE LIGHT STANDARD LOCATIONS AND SIZES. - ELECTRICAL SLEEVING LOCATIONS AND SIZES. - TELEPHONE AND CABLE T.V. PULL BOX LOCATIONS - ELECTRICAL MANHOLE LOCATIONS AND DETAILS. - PULL BOX LOCATIONS AND SIZES FOR VARIOUS SITE LIGHTING ELEMENTS. - EXTERIOR BUILDING ILLUMINATION AND UTILITY COORDINATION 3. REFER TO LANDSCAPE DRAWINGS FOR ALL LANDSCAPING AND IRRIGATION WORK 4. REFER TO VENDOR SIGNAGE PACKAGE FOR ALL MONUMENT AND DIRECTIONAL SIGNAGE SIZES AND LOCATIONS 5. PROVIDE A CONCRETE SPLASH BLOCK AT ALL ROOF DRAIN OUTLETS, REF. MEPDRAWINGS FOR LOCATIONS 6. GENERAL CONTRACTOR TO VERIFY SPECIFIC SIZE AND REQUIREMENTS FOR DUMPSTER ENCLOSURE PER OWNERNENOOR CONTRACT PRIOR TO CONSTRUCTION OF DUMPSTER ENCLOSURE H W z im z g E LU D— �6_E— M g 0 d Z <LU,O o � OwH e d J >wU g 009 z � m W Q ¢ r Lid O ci� iffi w z o n g c E 0 m ' Z 0yo w 0 m Seals ISSUED FOR BID & PERMIT vr: FULLY GROUTED CMU WALL, C REF: STRUCTURAL C O O COMPRESSIBLE _ Cc JOINT FILLER cej C) M O CAST STONE COPING SLOPE----- .:.- i5 ANCHOR; 48- O.C. TYP. Z EXTERIOR INTERIOR - W U cz _ REFER TO STRUCTURAL BRICK VENEER 4 FOR FOOTINGIFOUNDATION Y r STEEL REINFORCING, CMU WALL 4 DETAIL W .p — REF STRUCT, J N POLE & LIGHT J FIXTURE di • C- QA BY MANUFACTURER Z J Woo W CC IUL = PLAN VIEW ca _ 2 rc o°❑° +-s N L0 z = N W 0 CC [) LL = T v ILL! HANDHOLE ENLARGED SECTION - CMU WALL SECTION DETAIL - ENCLOSURE BASE COVER PLATE No Revision Date AS-102 SCALE: 1 1/2" = 1'-0" V V AS.1 SCALE: 1 1/2" = 1'-0" TORQUE NUT & LEVELING NUT VCHAMFER NON -SHRINK GROUT ANCHOR BOLTS BY CONCRETE POLE MANUFACTOR MINIMUM 3'-0' LONG BASE REF. STRUCT. '4 11 HANDLE: 112' 0 REINFORCING BAR FINISH GRADE O314'x71B' BAR STOCK WITH T RETURNS 8' - 6" W70 GROUND CONDUCTOR I� 5 PADLOCK HASP: Vx2 CONNECT TO GROUND NFS MATERIAL 1 _ 3' 2'-9" 2'-fi" 2'-9" 3" LUG OF POLE rcw 114'x11B'BAR STOCK ON t� 114'0 ROD NFS MATERIALS ¢ ELECTRICAL CONDUIT. N v RED CROSS CONCEAL ALL WIRING IN J 1'k1-1f2'x114'BAR \ POLE AND BASE p.� STOCK WITH 318' _ WHITE LETTERING I' -]" TALL Q 0 HOLE 3I4' x "" COPPER W 23'4' 4" DOCKI NO TAB -112' I�1'�II In\I /rr1 WELD GROUND ROD T III II� II II x718'BAR STOCK WITH = _ - AIVIBULANC� - - 'RETURN W _ NOTE: MAINTAIN 3' CLEAR STEEL REINFORCING CONCRETE will Ip-7• III _ 3"WHITE OUTLINE REF, STRUCT, o COVER OVER II II II II II II CANE HOLY: 314'OREINFORCING BAR REINFORCING w will I I I I I I I I I I I LL SLEEVE: 1' STD. PIPE, 6' LONG n " 11 Cie -1" Project Number 3018082 Date'. 02/26/2019 CANE BOLT RECEIVER: 1' Shee[THIe and Number STD. PIPE. 2"LONG, FULLY EMBEDED IN PAVING T-0' CANE BOLT DETAIL AMBULANCE MARKING LIGHT POLE DETAIL AS-102 AS SCALE'. 1 112" = 1' 0" V `� AS102 SCALE: 114" = 1' 0" I V AS 102 SCALE: 112" = 1' 0" SITE SECTIONS & DETAILS