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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
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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.
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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
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REF STRUCT, J
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POLE & LIGHT J
FIXTURE di
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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