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""ASS. BASE PLATE AND ANCHOR BOLTS
<br />DED BY VOLTA AND INSTALLED BY GC
<br />REF CUT SHEET FOR ANCHOR BOLT SIZE
<br />'ATTERN, f
<br />4-" DIA STD PIPE BOLLARD (GALV)
<br />FILLED W��ONO TO BE VIN11_
<br />COATED AB SPECIFIED BY VOLTA,
<br />TYP.
<br />� TO LED EDGE (iY�D
<br />)
<br />SET BOLLARD PLUMB. SHIM
<br />BASE TO OFFSET FLOOR
<br />SLOPES.
<br />4" DIA STD PIPE BOLLARD
<br />(GALV) FILLED W/CONC TO
<br />BE VINLY COATED AS
<br />SPECIFIED BY VOLTA. TYP,
<br />N- - 700 7_ RODS
<br />-INSTAI -
<br />�" I IIIIHY200
<br />2 SEALANT
<br />CO C� COMPR-SABLE JOINT JIN 6"
<br />FILLER WHERE NOTE 3.
<br />FOUNSTION ABUTS
<br />EXISTIhIII3 PAVEMENT, TYP.
<br />a a
<br />1
<br />LLr�a _ = O
<br />ED
<br />a I' I
<br />NE , RENE PAD PI 1„
<br />gg X1"X1 W11 z EDGE
<br />DISIP,NCE, 'YP. (HDC)
<br />0 U) ® -
<br />NOTES:
<br />1. CON T RACIOR SI i L TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXIS ING CIP SLAB AND
<br />c EXISTING r
<br />�� - ° - CIF DROP PAN_LS 10 AVOID DAMAGE TO ANY REINFORCING AND EXIS ING STRSTURAL
<br />L�` �f I c 399 I\'�CL� �4 E' P COMPONENT`.
<br />w1 �a a a. � _� � f 2. USE= ARP( JVED ASTM I/�ETHOD (X--RAY, PACOMETER, ARE, ETC.) TO LOCATE MILD S T F L ADD
<br />PRE-S'E SING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY S'STING
<br />REIN F./RCING. ADJUST LOCATION AS NECESSARY 10 AVOID EXISTING REINFORCING.
<br />3. PP .�P TO DRILLING, CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE SLAB IS -, T
<br />. 5 BARS @ ^�" SPP,• I AST 10" AND THAT 6" ANCHOR "MREDMENT CAN BE -'ROVI FD.
<br />O.C. TOP AND BOT, 4 REFER TO CIVIL PL ",IS FOR BOLLARD SS, IIONB P D
<br />WAY
<br />uai
<br />EA
<br />- 5. CONCRETE TO BE 6.000 PSI
<br />0
<br />ROUGHEN EXIST CONC SURF/
<br />TO MIN AMPLITUDE SURF/
<br />SHALL BE CLEAN AND FREE
<br />LAITAP
<br />C0
<br />a '
<br />4
<br />EXISTING CIP CONCRETE SLAB. SEE NO
<br />I BASE PLATE AND
<br />ANCHOR BOLTS PROVIDE BY
<br />VOLTA AND INS T ALLEfA BY
<br />CC (TYP,) REF CU- SHEET
<br />FOR ANCHOR BO SIZE AND
<br />PATTERN.
<br />3 - #3 EA WAY
<br />TOOLED EDGE, TYP.
<br />////�(D CONCRETE PAD
<br />.Q La
<br />NOTES:
<br />1. CONTRACTOR SH, _� TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXIST 1 'C CIP SLAB AND
<br />CIP DROP PSG _S 10 AVOID DAMAGE TO ANY REINFORCING AND EXISTING S IRUC UAL
<br />COMPONENTS
<br />2. USE APPR VED ASTM METHOD (X-RAl/, PACOMETER, GRP, ETC.) TO LOCATE MILD STEE AND
<br />PRE-ST .E-SSING TENDONS PRIOR TO DRILLING. DO NOT CUT OR DRILL THROUGH ANY EXIS !NG
<br />REINF KCING. ADJUST LOCATION AS NECESSARY TO AVOID EXISTING REINIFORCING.
<br />3. REF R TO CIVIL AND ELECTRICAL PLANS FOR CHARGER LOCATION
<br />�AI
<br />3 f ➢ r c s C
<br />I. R OTE CHARGING HOLSTER TO BE PROVIDED
<br />BY VOL
<br />2, CHARGIN CABLE TO DE ROUTED FROM EV KIOSK
<br />TO HOLSTER OUCH UNDERGROUND CONDUIT AS
<br />SHOWN BELOW
<br />s!'�Y
<br />'K
<br />"=r
<br />^� a
<br />CHARGING
<br />CORD
<br />BASE
<br />PLATE
<br />ISOMETRIC I
<br />NOTES:
<br />1- CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS WHEN DRILLING INTO EXISTING CIP SLAB TO
<br />AVOID DAMAGE TO ANY REINFORCING AND EXISTING STRUCTURAL COMPONENTS,
<br />2. USE APPROVED ASTM METHOD (X-RAY, PACOMETER, CPR, ETC.) TO LOCATE MILD STEEL PRIOR TO
<br />DRILLING. DO NOT CUT OR DRILL THOUGH ANY EXISTING REINFORCING. ADJUST LOCATION AS
<br />NECESSARY TO AVOID EXISTING REINFORCING.
<br />3. PRIOR TO DRILLING, CONTRACTOR SHALL VERIFY THICKNESS OF EXISTING CONCRETE SLAB IS AT
<br />LEASE. 10" AND THAT 6" ANCHOR EMBEDMENT CAN BE PROVIDED.
<br />4. REFER TO CIVIL PLANS FOR BOLLARD LOCATIONS.
<br />i
<br />HSSq
<br />�41Tk.Ei°1 x
<br />(TYP)
<br />ROUND CONCRETE
<br />CAP
<br />6" DIA. STANDARD
<br />PIPE FILLED W/
<br />CONCRETE AND
<br />PAINTED WITH RUST
<br />PRIMER AND
<br />PAINTED YELLOW
<br />x
<br />TABLE 1: VEHICULAR RATED BOLLARD TABLE
<br />ASSUMED IBD 2018 SOIL LATERALLY RESTRAINED AT NOT LATERALLY RESTRAINED
<br />PARAMETERS SURFACE AI SURFACE
<br />NET
<br />ALLOWABLE
<br />BEARING
<br />LATERAL
<br />BEARING
<br />PRESSURE
<br />DIAMETER (X)
<br />DEPTH (Y)
<br />DIAMETER (X)
<br />DEPTH (Y)
<br />4000
<br />400
<br />24"
<br />3000
<br />200
<br />24"
<br />4'-3"
<br />36"
<br />7'0"
<br />2000
<br />1500-
<br />150
<br />100
<br />24"
<br />24"
<br />4'9"
<br />S =5"
<br />36"
<br />36-9'-6
<br />jwAfaTlIj6%* I-
<br />_
<br />a
<br />£ 3 k
<br />a
<br />4
<br />� x r
<br />CONCRET
<br />Irlbtu v,
<br />>01L ® W
<br />in w
<br />\✓�1�/x
<br />Q ® W
<br />411®®1�
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<br />(2) #6X10°°
<br />REBAR EACH �� °'' e-
<br />WAY T HRU
<br />i �■•� Yam, � � � �� �� � '-` s �'
<br />1/2" 0 GALV. CARBON STEEL
<br />-IILTI KWIK BOLT TZ W/ 2"
<br />WIN. EMBEDMENT IN
<br />dONCRETE
<br />;ICC ES REPORT # ESR-1 91 i)
<br />:XISTING CONCRETE WALL
<br />PROPOSED PARKING SIGNS
<br />TO BE PROVIDED BY VOLTA
<br />g �l Z
<br />4
<br />05/20/2020
<br />CD100s-CI T Y COMMENTS
<br />SAL
<br />3
<br />02/06/2020
<br />CD100s
<br />GCC
<br />2
<br />10/10/2019
<br />CD100s
<br />GCC
<br />1
<br />08/19/2019
<br />CD90s
<br />SDD
<br />REV
<br />DATE
<br />DESCRIPTION
<br />BY
<br />EXPIRES: 09/11/2020
<br />IT IS A VIOLATION OF LAW FOR ANY PERSON,
<br />UNLESS THEY ARE ACTING UNDER THE DIRECTION
<br />OF A LICENSED PROFESSIONAL
<br />ENGINEER, TO ALTER THIS DOCUMENT.
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