172nd airlift wing

REPAIR APRON LIGHTING
MISSISSIPPI AIR NATIONAL GUARD
REPAIR APRON LIGHTING
MISSISSIPPI AIR NATIONAL GUARD
172ND AIRLIFT WING
WEI# C013-063.007
172ND AIRLIFT WING
PROJECT #: LRXQ102200
Electrical
Engineering
Consultants
5403 Castlewoods Court Suite G Flowood, MS 39232
Tel 601-919-8040
Fax 601-919-8060
FEBRUARY 2016
CALL BEFORE YOU DIG!
601.555.1212
MS Air
National Guard
172 Airlift Wing
141 Military Drive
Jackson, MS 39232
MID-SOUTH OFFICE
2475 MEMPHIS ST.
HERNANDO, MS 38632
PH: 662.429.2100
FAX:662.429.2600
RUSTON OFFICE
1503 GOODWIN RD. SUITE 203
RUSTON, LA 71270
PH: 318.255.1872
FAX: 318.513.2152
GULF PORT OFFICE
17
2
D
G
N
AIR
WI
L I FT
143-A LeFleurs Square
JACKSON, MS 39211
PH: 601.355.9526
FAX: 601.352.3945
WWW.WAGGONERENG.COM
2510 14th Street
GULF PORT, MS 39501
PH: 228.206.1115
NEW ORLEANS OFFICE
1340 POYDRAS STREET, SUITE 2110
NEW ORLEANS, LA 70112
PH: 504.525.9490
FAX: 504.525.7542
--- - - - - - - - - - - -·
- - - - - - - --------------
- - - - - - - - - - - -
I~GGONER
NOTES:
~
1. SEE THE SPECIFICATIONS FOR "HIGH MAST LED LIGHTING SYSTEM" FOR ADDITIONAL REQUIREMENTS.
~-
3'- 6"
CONDUIT - REF. ELEC.
Jackson, MS• Hernando, MS• Gulfport. MS
2. ENSURE THE POLE FABRICATOR SUPPLIES STEEL CONSTRUCTION TEMPLATE(S) FOR POSITIONING ANCHOR BOLTS.
Ruston, lA • New Orleans, LA
www.waggonereng.com
3. TIGHTEN ANCHOR BOLT TOP NUTS IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN THE "HIGH MAST LED
LIGHTING SYSTEM." WRENCH TIGHTEN ALL LEVELING NUTS AGAINST THE BASE PLATE BEFORE TIGHTENING THE TOP NUTS.
, - - - EXPANDING FOAM
SEA~R
A
r - - GROUND/PAVEMENT LINE
I I
I
..
.
, - - MAINTENANCE PAD
POLE 3 ONLY
POLE I & 2 MATCH EXISTING
CONCRETE THICKNESS (6" MIN.)
I.- ~ -~ ~--- · <I~~:.<\ .
~4
...
--
-~--
'
.
[-_ -_- ~- -l ~'---------
·1
__,
-
--
..•
. .I
EXPANSION MATERIAL
'-
I
FOR TIGHTENING - - . .
REQUIREMENTS REF.
\
POLE MANUFACTURER
'<
. 4
-
4
5. ENSURE ANCHOR BOLTS CONFORM TO ASTM F 1554 SUPPLEMENTARY REQUIREMENT S5, GRADE 105 FOR CHARPY
IMPACT REQUIREMENTS AT -20 DEGREES F. SUBMIT ANCHOR BOLT'S CERTIFIED TEST REPORTS TO THE CONTRACTING
OFFICER BEFORE SHIPMENT OF BOLTS.
DRAIN PIPE
~+--~~~~~~c;~(r~'~.f~-~~,±~·~-~~,~1.~~~~-~- :~~~~~
LEVELING NUT (ALL
LEVELING NUTS MUST
BE WRENCH TIGHT
BEFORE TIGHTENING
TOP NUTS)
..---- OPTIONAL
CONSTRUCTION JOINT
.
.
.d
• ..!. •
.
ANCHOR BOLTS AS
PER POLE
MANUFACTURER
H--~--:::-----=----=-----::::;~~
, - - I" DIA. PVC
~:h.
.
4
.
···"'/
..
/
.- .t
+-~
, .• -,
_
"'
Jl.
-~
/
4. TO PROVIDE A SEAL AGAINST BLOWN DUST, PLACE A RING OF EXPANDING FOAM SEALER BY ACCESSING THE SERVICE
PORTAL OPENING. LEAVE THE ENTIRE FRONT WIDTH OF THE LEVELING NUTS VISIBLE AFTER ITS PLACEMENT.
, - - BASE PLATE
_.· ;y . . •.
. . o4
•t·. ._·.
.<t. •
.1
•
.d
•
•
-·.
:!f::Lj..jJ
~..
£14 .,.
4
_.-_
d
6. PROVIDE #4@ 16" O.C. E.W. IN ALL CONCRETE SLABS.
MANUFACTURER
4
.. _.A. .. .
7 ...
==.;:::0:;•. ::::-~
.~
.·· · ~ .·. • '_:._ .
.., __ :
1-800-661-3733
<1·
a·-•.
•
_ _ ... 4
.
r - - - #3 TIES @ 12" O.C.
4
·'
. .,. . .
/(.·........ . ....
... - - .;
. ·:.. .. . _: :¥4~-.,_~.·
_A
4 :
·,
'!
.
,·.
<I
4
. ·.
r---
18 - #II BARS
AT EQUAL SPACING
.,;
•
.
.!:l
4
. 4
I );
- ~-
® ~-~~E DETAIL
. .. .· •·.1 ·.
. •-
_
'<I
.
•
.
.
-- <1'
4
~
•
<:!
4
4
· ·~-·
•
-4
3"
...
. .., .
. 4
4
~~ /
1---------
~ --- -- -~
L------ J-t----+~
':l
WELD BULLNOSE TO PIPE
GRIND WELD FLUSH & SMOOTH
'-'
+------'----------~--+~
.. ..: 1t: FILL
CD ~'~'~O~LED SHAFT POLE FOUNDATION
'_//·Sr..
F-t-- j" EXPANSION JOINT
PRIME STEEL AND PROVIDE
..:1' v~~LOW POLYETHYLENE
BOLLARD COVER
.• ·
F-t-- 6" DIA. STEEL BOLLARD
~
•·
F-t-- DRILLED SHAFT
r
/
1-c-c--::--~DRAWING
REViSIONS
REMARKS
DATE
Ji..Q.
~-_,----------~----+
6" DIA. STEEL PIPE -STANDARD WEIGHT
POLE FOUNDATION
rFINISHED GRADE
/
I
1---+------- - + -- ---1
rt-- CONTROL JOINT
(TYP)
1-----~
_,-- SAWCUT EACH SIDE
AND REMOVE
•
•
---+- 5" CONCRETE SLAB
...
~.·4
..
v
· ;·.,.·.:.
Q
·..,~: ........
. .
4" MIN.
4~ ·.,·.4..,
:
"
4 · . .,
. ,
• 4
4.,
.
.
.4
.
4.
..
.
·"
,
<1 ,
.
.
-<~. . 4
•
••·
4
..
•
REINFORCED W/ #4
16" O.C. E.W.
BROOM FINISH.
.
"
•:_,
,': /CONCRETE FOUNDATION
@
..
•
I. - ~ . ~ -
-
~ I I" EXIST. CONCRETE
APRON
.
.
"'c-i-~
10'-6..
(o
+---
.~
•.
'""'
•
~
-=...
.P ~
W1~U
•.
2.~
CONDUIT
SEE ELECT.
•
r-..,. 1
,..: ~
Af
\6
18" DIA.
® r.~~NCH DETAIL (POLE 2)
® ~~!-~TENANCE PAD DETAIL (POLE 3)
DRAWN BY:
PROTECTIVE BOLLARD
N.T.S.
SCALE:
DATE:
PROJECT:
AS NOTED
02/16
COi.3-083.007
DRAWlNG TlTI..E:
FOUNDATION
AND BASE
PLATE
DETAILS
SHEET NUMBER:
51.1