Flock pole - Falcon Top SolarDATEREV DESCRIPTION
I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDER
MY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER
UNDER THE LAWS OF THE STATE OF XXXXXX.
[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP]
BY
XX/XX/20230 PRELIMDAW
SHEET:REV:
0
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COVER SHEET & LOCATION MAPS
THIS DOCUMENT HAS BEEN DRAWN BASED OFF THE MOST RECENT AVAILABLE DATA & AERIAL IMAGERY. THIS INCLUDES RIGHT OF WAY, EXISTING UTILITIES, & PRIVATE PROPERTY LINES. IT REMAINS THE RESPONSIBILITY OF OTHERS TO VERIFY ALL DATA PRIOR AND EXISTING SURRONDING FACILITIES TO VERIFY & CONFLICTS ABOVE & BELOW GRADE. ALL CONSTRUCTION TO FOLLOW XXXXXX GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING.
1170 HOWELL MILL ROAD SUITE 210
ATLANTA, GA 30318
XXXXXX
XXXXX POLICE DEPARTMENT
LICENSE PLATE READER CAMERA
INSTALLATION
CASE NUMBER: XXXXXX
PERMITTING JURISDICTION:
XXXXXX
[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP]
SPEC.01SPEC.01
11
SCALE: N/A
POLE ELEVATION DETAIL
DESIGN NOTES
1. POLE AND FOUNDATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES:
1.1.2009/2012/2015/2018/2021 INTERNATIONAL BUILDING CODE
1.2.AASHTO LRFD SPECIFICATIONSFOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMIN, TRAFFIC SIGNALS, 2015 EDITION.
2. POLE ANALYSIS AND FOUNDATION DESIGN ARE BASED ON THE FOLLOWINGCRITERIA
2.1.DESIGN WIND SPEED (Vult)):(SEE SECTION 2.6)
2.2.RISK CATEGORY:II
2.3.EXPOSURE CATEGORY:C
2.4.TOPOGRAPHIC CATEGORY:1
2.5.SEISMIC DESIGN CRITERIA:
2.5.1.SOIL SITE CLASS: D (ASSUMED)
2.5.2.SPECTRAL RESPONSE, Ss:1.000g (MAXIMUM)
2.5.3.SPECTRAL RESPONSE, S1:0.400G (MAXIMUM)
2.5.4.SEISMIC DESIGN CATEGORY:B
2.6.STRUCTURE BASE REACTIONS ARE CALCULATED AS FOLLOWS:
2.7.SHOULD ANY OF THE SITE-SPECIFIC PARAMETERS BE HIGHER THAN WHAT IS NOTED ABOVE, THE EOR SHALL BE
CONTACTED TO PROVIDE A REVISED DESIGN.
3. FOUNDATIONS ARE DESIGNED BY OTHERS, FLOCK SAFETY SHALL PROVIDE THE CONTRACTOR WITH INSTALLATION
SPECIFICATIONS AND GUIDELINES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SOIL CONDITIONS PRIOR TO INSTALLATION.
GENERAL & CONSTRUCTION NOTES
1. CONTRACTOR SHALL CONTACT DESIGNATED AGENCY TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
2. CONTRACTOR SHALL APPLY AND OBTAIN AN APPROVED TRAFFIC CONTROL PLAN IN ACCORDANCE WITH MUTCD AND LOCAL
JURISDICTION STANDARDS.
3. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL SITE CONDITION TO THE SATISFACTION OF STATE
DEPARTMENT OF TRANSPORTATION AND LOCAL JURISDICTION.
4. ALL WORK SHALL CONFORM TO APPLICABLE ELECTRICAL CODES EXCEPT WHEN STATE DEPARTMENT OF TRANSPORTATION
OR LOCAL JURISDICTION STANDARDS SUPERSEDE.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS DEFINED BY THE STATE DEPARTMENT OF
TRANSPORTATION OR LOCAL JURISDICTION, UNLESS SPECIFICALLY STATED OR SHOWN OTHERWISE HEREIN.
ADA COMPLIANCE NOTES
1. ALL SIDEWALK CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA TITLE II, STATE DEPARTMENT OF TRANSPORTATION,
AND LOCAL JURISDICTION STANDARDS,
2. STATE DEPARTMENT OF TRANSPORTATION CURRENT EDITION STANDARDS SHALL BE USED FOR PEDESTRIAN CONTROL
PLANS WHEN CLOSURE OF SIDEWALK IS REQUIRED FOR CONSTRUCTION.
3. MINIMUM CLEAR PEDESTRIAN ACCESS ROUTE (PAR) SHALL BE 48" WIDE.
4. NO OBSTRUCTION IS PERMITTED ALONG THE WIDTH OF THE SIDEWALK. UP TO AN ELEVATION OD 7'-0" ABOVE GRADE.
DESIGN WIND SPEED (MPH)MOMENT (K-FT)SHEAR (KIP)AXIAL (KIP)
115 2.70 0.280 0.160
125 3.20 0.330 0.160
135 (MAX)3.70 0.380 0.160
ITEM NO.PART NUMBER DESCRIPTION TOTAL WEIGHT (LB)
1 701-0059 FLOCK SAFETY CAMERA 3.6
2
3
201-00087 MOUNTING CLAMP 2.0
QTY.
1
1
4
2.5STD ALUMINUM POLE
2 7 8 "Ø
FOUNDATION
(BY OTHERS, SEE DESIGN NOTES ITEM 3)
GRADE
1'
-
6
"
(
M
I
N
)
3
1
2
4
205-00010
PO
L
E
H
E
I
G
H
T
12
'
-
0
"
(
M
A
X
)
BATTERY PACK INSTALLED
BEHIND SOLAR PANEL (MAX 2)
701-00111 6.0 2 (MAX)EXTERNAL BATTERY PACK
60W SOLAR KIT 17.0 1
3'
(
M
I
N
)
DATEREV DESCRIPTION
I HEARBY CERTIFY THIS DOCUMENT WAS PREPARED BY MYSELF OR UNDER
MY DIRECT SUPERVISION THAT I AM A DULY REGISTERED ENGINEER
UNDER THE LAWS OF THE STATE OF XXXXXX.
[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP]
BY
XX/XX/20230 PRELIMDAW
SHEET:REV:
0
----
----
----
----
COVER SHEET & LOCATION MAPS
THIS DOCUMENT HAS BEEN DRAWN BASED OFF THE MOST RECENT AVAILABLE DATA & AERIAL IMAGERY. THIS INCLUDES RIGHT OF WAY, EXISTING UTILITIES, & PRIVATE PROPERTY LINES. IT REMAINS THE RESPONSIBILITY OF OTHERS TO VERIFY ALL DATA PRIOR AND EXISTING SURRONDING FACILITIES TO VERIFY & CONFLICTS ABOVE & BELOW GRADE. ALL CONSTRUCTION TO FOLLOW XXXXXX GENERAL GUIDELINES. DO NOT SCALE DRAWINGS. CALL 811 PRIOR TO DIGGING.
1170 HOWELL MILL ROAD SUITE 210
ATLANTA, GA 30318
XXXXXX
XXXXX POLICE DEPARTMENT
LICENSE PLATE READER CAMERA
INSTALLATION
CASE NUMBER: XXXXXX
PERMITTING JURISDICTION:
XXXXXX
[THIS SPACE LEFT INTENTIONALLY BLANK FOR STAMP]
SPEC.02
1
2.5STD ALUMINUM PIPE
PIPE DETAIL
LENGTH VARIES PER FOUNDATION DEPTH
2
3
4
7
6
5
FLOCK SAFETY "FALCON" CAMERA
MOUNTING HARDWARE TO BE
PROVIDED BY FLOCK SAFETY
FRONT SIDE ISOMETRIC
10
15
16
"
5 7 16"4 1116"
10
15
16
"
MOUNTING HARDWARE TO BE
PROVIDED BY FLOCK SAFETY60 WATT SOLAR PANEL DETAIL (TOP MOUNTED)
FRONT SIDE ISOMETRIC
1'-914"
2'-4
3 16 "
1
3
1
6
"
1'
-
7
5
16
"
PIPE SLEEVE MOUNT
1 1/2" TO 3 1/2"
(38 MM TO 89 MM)9/16"
3/8" HEX
0.
0
2
2
"
MCMASTER-CARR QUICK-RELEASE CLAMP FOR FIRM HOSE AND TUBE,
201 STAINLESS STEEL WITH 410 STAINLESS STEEL SCREW
PART NUMBER: 5322K58
MOUNTING CLAMP
MOUNTING HARDWARE TO BE
PROVIDED BY FLOCK SAFETY
FLOCK FOUNDATION DETAIL
FOUNDATION
ENCASED IN CONCRETE
GRADE
3'
(
M
I
N
)
1'
NOT USED
MOUNTING HARDWARE TO BE
PROVIDED BY FLOCK SAFETY
7 9 10"
21
12"
5 3 5"
20
"
22
"
5 15"
FRONT SIDEBACKSIDE
MODEL 701-00111 SUPPLIED
BY FLOCK SAFETY
EXTERNAL BATTERY PACK