Plans 1111,411,
RECEIVED
MAIN ID SIGN JU( 2017
INSTALL NEW FLAG MOUNT SIGN IN SAME LOCATION AS OLD DOUBLE POLE SIGN
ARD
6'-2 3116 CITY OF TIG
SCALE:1/2"=v BUILDING DIVISION
ID Sign
3' 5-9/16"x 6'2-13/16 t, Mobil
Type BSystem - 21.67' Overall Height — ID3'S"x6'2" ID
Consists of two cabinets: rn
Lr.'
(1)ID cabinet with Exxon or Mobil ID graphics.
in
(2)Ancillary/Price cabinet in options of 9 panel cabinet,7 panel cabinet or 5 panel cabinet.
Ancillaries are offered in 2X(counts as 2 panels)and 1X sizes.They can be custom or standard.
■ Price signs are offered with Exxon or Mobil products.
0 I
18• 14 1/2• FUEL TECHNOLOGY
TOTAL SQUARE FOOTAGE W/I.D. =60.35 SQ.FT.TOTAL CABINET SIZE V.O. Synergy 1 X
I
Dimensions
.;. FUEL TECHNOLOGY ID Sign 3'5-9/16"x 6'2-13/16
• Sner Pricers&Ancillaries-lx 1'5-11/16 x 5'2-13/16" Regular
y 9y 12"RED ABLE 7-SEGMENT LEDs
pricers and Ancillaries-2x 2'11-3/8 x 5''2-13/16" LED VO.11441:3,
" 131 31"
Overall Ht.of System 20�-O" WINDOW SIZE:14"x 31 1/2" 401/2" 37" 2X s
Regular SQ 12"RED ABLE 7 SEGMENT LEDs CABINET V.O. Supreme+ •6
Footage LED V.0.: 131/2x 31"
w/ID WINDOW SIZE:14"x311/2" a,
m N
Supreme 74 X 5'2 5 PNL I 60.35 a
12"GREEN ABLE 1 SEGMENT LEDs T Diesel C
LEDV.0.: 131/2"x31"
WINDOW SIZE:14"x 31 1/2" 40
Diesel 62.5'BETWEEN POLES 40 1/2 37" 2X N
> CABINET V.O. =5x
WHITE VINYL DIVIDER Food Mart` A A
FOOD MARTVINYL LETTERS
Food Mart M
REMOVE EXISTING DOUBLE 581/2"V.0. ►)
i- = POLE PRICING SIGN
.c.:,'—,
�
n 62"CABINET SIZE
NEW CABINETS
in 1
1k
...,. - OFF E copy
Part# Colors
F
.61111116 - 12'c tU ■3630 8248 Vinyl Blue(Mobil Logo)
__
. ,....„
r 7. , �va i 1 O I�. AIU) ■3630-2590 Vinyl Red(Mobil Logo)
kw ,I ■ FOR CO iv., f L I A NCE ■c3:67830-_10-0304,2878525590
8 1002 Plastic Paint Blue
lafiti [ESI g{ 1 I CO �E COMPLIANCE ■ PMS 485 Plastic Paint Red
,r''
if
�� s
• LS 3124 Plastic Paint Red
�� �—' ° APpro`�`� ��_� •6203785 Metal Paint Blue
1' 0
•
OTQ
- 1' o" • Permit a J P?e t 7- n h 14 I
Aaare�>� a Ra Ls Par ;.Cs ���
.....17f.................
PREVIOUSt ,
S
ik 1
By: Date 1
• Patriot Tigard-Mo -01311-V56 • Date: 2.4.17 • Revision: •
• Contact: David Fowlkes
• Revision Date: V2-2.16.17 V3-2.22.17 €1•4TOTAL BRAND
• Job#: PatriotTigardMobil1701311-V56permits V4-2.28.17 moved channels&deleted N.channel • File Location: • Phone: 503-381 7482 MANAGEMENT
• Scale'1/2"=1' 3.8.17 type B revised
• Location:12825 SWPacific HWY,Tigard,OR 97223 3.21.17 permits 4.29.17 made 20'mw V5 • Approval Client • Design: HAD
MAIN ID SIGN
TYPE B SUPPORT COLUMN
COLUMN DETAIL - DESIGN WIND LOAD 110 MPH ,
SP180180.012
SFIl4.02 STEEL MATCH FL
SSI2X.01 I -A STEEL FLAT BAR I/4X3x3 3/4X11-1/8x1!-I/8
STEEL SUPP 12" 50 X 3/8"
12xI2x3/8II I/8
LENGTH: 216-1/4 / /
` 1718\ 2" ROLE FOR ELEC.
-- ` V ' SERVICE
1 7 0 -
c,A II-1/8
44-5/16
!rte �_ 1/2 18"
49-3/8 12"
07/8" HOLES I 8 STEEL PLATE 1- 1/4x18 24
CAP PLATE 8 BEARING
PLATES
\ CAP PI ATF DETA I I
0 \ SCALE 0.083 \ r r
`` ST000000.016E 961-5/8
STEEL I6GA ENAMELING I/2x1/2
\\___0TACK WELD I/4x3x3 FABRICATED ANGLE
BEARING DLATES TO TOP OF LENGTH:" I 112
CAPE PLATE 1/2 TACK WELD TO TUBE 18
118" CLEARANCE HOLE 24 12-1/8
FOR ELECTRICAL OUTLET
53-1/8 LOCATION • RECESS PLATE ll 2 I
HX_NUT I
HEAVY HEX NUT mA),,,i
DIAMETER: 3!4 I
IST000000.0EN16E ,r--12 118- '
- - -_- SCIOCSK.0001
2x4 I6GA AMEL O O
217 SCREW 1110x3/4 CSK TYPE AB 4 r-,-
It
TOP SECTION A A LENGTH: 1/2
SCALE 0.083 Ir
* BASE PLATE DETAIL
SCALE 0.083
/ 18 /
53 1/8 / 12 1r ST081608
STEEL TUBE 2x4x.1815
/5-3/4T-6-1/2-T5-3/47'
LENGTH: I /5-3/4T-6-I/2-T5-3/4
3/16" WELD ALL AROUND
DRILL S TAP FOR 963/4" Q - Q
MOUNTING BOLTS ( ELECTRICAL ENTRANCE ACCESS SECTION A-A
,;E(TYP 8 PLACES) SEE ACCESS SCALE 0.250 -
N\ " ' SECTION A-A
® 0 :
II SP000000.008
I STEEL PLATE 24 O
1/2X4-1/2x6
® 0 :
318" WELD ALL AROUN) SEE GUSSET DETAIL n
3/16" WELD ALL AROUND
C=))-A TOP 8 BOTTOM 6 (TYP) O O
01 3/8" ANCHOR BOLTS N___
W/ TOP 12" GALVANIZED
(4) Mill
\[ TOP V I EW
.' :I■ \ 'Li /' 11101111110 ,I1---4-1/2�' SCALE 0.083
I ' GUSSET DET IL
SCALE 0.125
FRONT ELEVATION ,'A BOT SECTION A-A
SCALE 0.031 SCALE 0.083
i
• Patriot Tigard-Mobil_17-01311-V1 • Date: 2.4.17 • Revision: • Contact: David Fowlkes
TOTAL BRAND
• Job#: PatriotTigardMobil1701311-V5permits • Revision Date: V2-2.16.17 V3-2.22.17 • File Location: • Phone: 503-381-7482 MANAGEMENT
V4-2.28.17 moved channels&deleted N.channel
• Location:12825 SWPacific HWY,Tigard,OR 97223 • Scale:1/2"=1' 3.8.17 type B revised • Approval Client . Design:HAD
3.21.17 permits
1
i
CAISSON-FOUNDATION
12 RIENTATION OF
SIGN ABOVE
�� B I L L O F MATER I ALS
ITEM TRITON # ITEM NAME LEVEL SPEC DESCRIPTION LENGTH OTT
/® 4D I FD_PIER FOUNDATION_PIER I FOUNDATION_PIER I
9 r 2 CONCRETE_PIER 2 CONCRETE CONCRETE PIER FOUNDATION 1
3 R605000 REBAR_VER_SPIER 2 A-36 STEEL RE-BAR 14 (OTT 8) 123.000 I
9 L J 4 RB03000 REBAR_HOR_3PIER 2 A-36 STEEL RE-BAR 13 96.000 II
® ® 5 BAI20006.04200 A_BOLT 2 A-193 ARCH BOLT 42.000 4
BA120006.0420'
ARCH BOLT 01.375 SERIES TYPE WIND LOAD DIAMETER (D) HEIGHT (H) VERTICAL RE-BAR
LENGTH: 42
SERIES 35 35 PSF 3'-0' 9'3' (8) t4 REBAR
SERIES 60 60 PSF 3'-0' 11'3' (8) 14 REBAR
FINISHED GRADE - -
IL 1 6807 o
i NOTES:
1-5/8 I. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI
RIGID ELECTRICAL CONDUIT ' ' LATERAL SOIL BEARING PRESSURE: 300 PSF/FT
FROM PRIMARY ELECTRICAL IF THESE CONDITIONS CAN NOT BE MET, A LICENSED
SOURCE '
REGISTERED ENGINEER IS REQUIRED TO DESIGN A
SUITABLE FOUNDATION FOR EXISTING CONDITIONS.
RB0500 m 03
[3
STEEL STEEL RE BAR 14 (OTT 8)
LENGTH: 123
135 (H) TACK WELD NUT AT BOTTOM
STEEL RE-BAR #3 OF ANCHOR BOLT, TVP.
(6) 0 6' C/C TOP OF CAISSON
LENGTH: 96.000
i
R803000 i
STEEL RE-BAR 43
0 18° C/C BOTTOM OF CAISSON ' .
LENGTH: 96.000
1
----- i -
N
t036 (D) t
FRONT ELEVATION - CAISSON FOUNDATION
SCALE 0.031
• Patriot Tigard-Mobil_17-01311-V1 • Date: 2.4.17 • Revision: • Contact: David Fowlkes
TOTAL BRAND
• Job#: PatriotTigardMobil1701311-VSpermits • •Revision Date: V2 2.16.17 V3-2.22.17 • File Location: •• Phone: 503-381-7482 MANAGEMENT
V4-2.28.17 moved channels&deleted N.channel
• Location:12825 SWPacific HWY,Tigard,OR 97223 • Scale:1/2"=1' 3.8.17 type B revised • Approval Client • Design:HAD
3.21.17 permits
•
I
1 6'-2 7/8" UPPER AND LOWER 6'-23/8°
f SIGN CABINET& / /
CONNECTION
\./\
BY FEDERAL — -
HEATH
;p 3/4'DIA.A325 BOLT
HSS 4'x2"xi/4' (4 PLCS.)
to
5 . .
L — SEE DWG 3 FOR LOWER 60411
-I I TACK WELD NUT
I I TO UNDERSIDE OF
-\-- SEE MOUNTING CABINET SUPPORT ARM DETAILS END CAP PRIOR TO
BAR DETAIL — IV\ I INSTALLATION(4 PLCS.)
_ TOP CABINET MOUNTING BAR- ELEVATION VIEW -) 10'41x1/81 STEEL HAT
N o: WASE NTS BRACKETS(2 REM)
1/2 6'-2 3/8' 3"
"i / - / 1 1/2° 314"
113/16" 2'-113/8"
1/2 )( HSS 4°x2"x1/4" (TYP') 1
--\- 105c3"x1/8'STEEL HAT / K <TYP.
(i z\
tc 0 BRACKETS(SEE DETAIL 4) -��'' O / O O 0
'es' 5'-2'(TUBE LENGTH)(TYP.)
ArN
b - - - --
`Q7,_
N 5'-2 7/8° \ O b
'I' / --- -jr- O 1/8" l›-<TYP. 3116' V O O Q
HSS 3'x2k3/16'LOWER \
TOP CABINET MOUNTING BAR-TOP VIEW
CABINET SUPPORT SOME NTS. 3 I C STEEL HAT BRACKET(2 REQ Dj
o }
TUBE(3 REQ'D) O
sous: 14 LS
1'-0' f ,
11 3/4" / ''''') 1
11 1/8' / ,,
/ , 11 1/8"x11 1/8'x3/4' ` ,,r
HSS 12'x12'x3/8" 1 7/8' / 8" 11 3/4'x91/2'x3/4" 1 5/8" END CAP,RECESS 1/4" a`PI3 f
MSU ING \ 11
\ \ /7-
" INTO TOP OF TUBE. V"+ r t F441
_ tv HSS 12'x12"x3/8"
\ 0 C \ 0 0
Z 31x35(1/4"STEEL
- 2'0 ELECT. FILLER PLATE(4 REQ'D) OREGON r
ch R ` / HOLE `.,- ..._\
? ^ GG 41
13!Zfl�\ v
p O 1/4" V SIGN TYPE:
2"O ELECTRICAL HOLE A •.`• �u.'L 039
\ 3/16" I\ �` 0Fr
718°DIA.HOLE FOR 299 N.WEISOARBER RD.EXPIRES: 12/31/17
__ 2/2` SI 2(2 GRADE HSS 4' 2°x1/4' 7/8'DIA.HOLE \ \ `` GJ 3/4"DIA.A325 BOLT KNOXVILLE,TENNESSEE
\__,1=L=111=iii-i i=111--1 i i=111=-1r I •: --' 111,-=-1J1- FOR 3/4°DIA. (4 PLCS.)TACK WELD e65 5e4 0999 w N D
-III III III—III—III III-III-III : I I '• •I •'1 I 1=111- TOP CABINET MOUNTING PLATE A325 BOLT 12'TUBE END CAP DETAIL O NUT TO UNDERSIDE
"EXXON MOBIL"-FRONT ELEVATION 1 t N.T.S. o (4 PLCS.) WALE N.Tx 6 OF END CAP PRIOR TO eas ae4 6213 W.NICHOLAS DEAL,P.E.,S.E.
WALE: KU INSTALLATION °rom°,w�",.,,.„,uea.,,°„�,"m„o
Pri ('�DLS� A ■ This original droWirig is provided os port of Ho. eEhs:CNs DATE ®v 1 DESIGN N0: PROJECT MCR.: 1 sNEEr No: j
([ rl A L planned project and is not to be exhibited, 14 173251 E. WILLIAMS 6-dc 7
copied or reproduced Without the DRAWN 8T: S
(1J�E /1�?M p p permission
n _ _
LLfIUU Fi LJ I•njDATE:
of Federal 9oth Sign Company LLC or its ���_ - - �'
authorized o ent.m
,ro ZJB 05/17/17
SIGN COMPANY t „_
- _
4602 NONTN AVESO:E.OCEANSIDE,CA.02056 ,�,_ JOB No:
N.(>60)at-ona (ART DESIGN REFERENCE 122-45596-10 , �� _ _ _ 12T�icARt3;OR 9 s2 22-45596- 10 , 3
S:\Engineering\Signs\Projects\2017\170061\170061-039\170061-039.dWg
r
3 1/2'
31/2' i / /
2'
/— 9 112'x3 112'x112'MOUNTING f4GRADE
1 3/4' PLATE(3 REQ'D) HSS 35x25x3/16'(3 RECO) -•i�l\i—i I 1 •:l ` W-1-111-a-
;21'
i r AD
,� 11-111=111-11) ; . —11I—III—
r ! 7/8'0 HOLE FOR 3/4'A325 BOLT I( 1
411, 2(REVD)(DRILL&TAP 3/16' I/ III .• • -1
THREADS IN STEEL TUBE)
i 91/25x31/25x1/2 MOUNTING I •:•. 1 =
Z _ _� liff - PLATE(3 READ) i I VERTICALS
I 31/85x21/8'SQ.HOLE ti• - • I #3 TIES @ 9'O.0 W/
p rn ^ HSS 3'x2'x3/16"(TYP.) 3/16' d I - .r•. . :• I= O.C6E TOPS @ 3'
\ .44
_ • .
LOWER CABINET WELD DETAIL -I - I_
SCAM NTS0 I---1 •':_• •'.:;• °- IE.
3/16' I SEE WELD DETAIL 2 11 I : 1. • --. +° •'; :' I k
•
\ r
LOWER CABINET MOUNTING PLATE(3 REQ'D)O . .
III:" I
arae N.T.S. I
1I . . .....
� .. _ .d:• •. -I
•:••.•. :,•
•
24'x185x1 1/4" 1 1/4'DIA.F1554 .4 '•• I E
3' 1=0' 11/— BASE PLATE GRADE 36 A.B. III I
A1-
26 EMBEDMENT .N-'.
--\---\-- (4 PLCS.) • ... y =
DOUBLE NUT& =I I —
III O O HSS 1251125x3/8" WASHER(TYP} II,
3'-0—111=I I 1 11=
pp HIGH STRENGTH CAISSON FOUNDATION
i, O
:� i NON-SHRINK GROUT rur ra*�
3 0 ELECTRICAL HOLE FAIAi L
).-------,
o •
° a 4.° c PRp
, •
0 5/16 V ° LEVELING �. �� /. � ,
a 1.� fl NUT r
in C i ' ,um
15/8'DIA.HOLE OREGON
DOUBLE NUT W/ s �� V
FOR 1 1/4'DIA.F1554 13,7-v, „,„
O GRADE 36 A.B.26° WASHER(TYP) !
SIGN TYPE: � o
MIN. EMBED.
(4 PLCS.) ANCHOR BOLT DETAIL O A �'' :1039
4
__ -- N.T.S. 299 N.WEISOARBER HO.EXPIRES: 12/31/17
BASE PLATE0 KNOXVILLE,TENNESSEE wND
.. „
WALE NTS 8656040999
866 664 6273
W.NICHOLAS DEAL,P.E.,S.E.
eon.nptn..,Yy..vu.ard enpin..mp
"DESiGN NO: PROJECT MGR.: \ sMEFT No:
This original drawing is provided os port of a RFtns*Ns DATE BY
baolizA L planned project and is not to be exhibited, ,, - _ _ • 173251 E. WILLIAMS S-2
copied or reproduced Without the permission - - - I O DRAWN 6T: DATE: / 'f of Federal heath Sign Company LLC or its ,y - - - xxx-----��� V ZJB 05/17/17 or, `F/
SION COMPANY authorized agent.@ - - -
.>, - 12�2a s PAur1c fl�Y Joe NO: 22-45596-1 0 3
4602 NORM AVENUE,OCEA►1SIOE,CA.92066 .a -
p60)s41-ana (ART DESIGN REFERENCE #22-45596-10 _ - - aR°ins ✓' t-"_.—,
S:\Engineering\Signs\Projects\2017\170061\170061-039\170061-039.4*g
WIND DATA DEFLECTION ANALYSIS GENERAL NOTES:
WuildiCode 2014 Oregon Rivet Important.Factor,I 1.0 Damping Ratio,p 0.005 Deflection Writ "/60 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE.
Wind load Criteria ASCE 7-10 DirecUonaRtyFactor,Ko
,m 0.85 NeuralFrequency. , 3.0SHt °election at 0.7•8/ 0.29M
Wind Speed.V 110 mph Topography Factor,K„ 2.0 Gust Effect Factor,G O.85 Deflection Ratio c/ W829 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO NOTED SPECIFICATIONS.
Exposure Category C Base Pressure,yla/K,t Is.8p5t ASO YAW toad Factor.Oa 0.6 3. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36.
imp'Pressure Override per Dpsf Notes: to twang biddinchertbetoweiebonduponoverageK,velvet foredchsegment.Actual values*n 4. WELDING SHALL CONFORM TO AWS D 1.1 &AISC SPECS.
lurisdct Requirement caAvMtedonbiddensheetusingderivedtr-M equations.ChantiprmddedforInformationpurposesonk
12)Wad directionality(K,llxtarEs0.9slaSbwlePete( )SeomentsInsteade/D.ss.The C1 value 5. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDER.
GEOMETRY INPUT III from fig.641 has been lacreased6y1295l085 to account for this variation. 6. ISOLATE ALUMINUM FROM STEEL.
No.of Poles 1 No.of Footings 1 (3)Wind pressures fisted below hove*heady been moldpled by the ASO Wind Load Fodor,y.
Hors:, Top - Wind Support Pole loads Feeling loads 7. ALL BOLT HOLES TO BE DRILLED OR PUNCHED.
Section location Type
Height Width Offset Area Elev. CentroM K. C, 'Ness. Tib Shear Moment Tdb. Shear Moment 8, ALL ELECTRICAL WORK TO CONFORM TO THE REQUIREMENTS OF UL48 AND SECTION 600
-'-fir
__j_ le__,.SAP R R a pf Factor( Arps I bat Factor I rips oA OF NEC.
I Base Single Pole(NotRound) 9.17 1.00 4.F 9.2 4.6 ass i.ii tss 1.0 0.2 05 is 0.f'
z Single Pole vs/Cabiet 10.53 6.24 2.61 67.6 20A " 14.6 0.90 1.74 21.0 1.0 1.4 20.7 1.0 5.4 20.7 9. UL AND DATA LABELS REQUIRED.
3 None 0.0 20.0 20.0 0.90 1.46 17.7 0.0 0.0 00 00 0.0 OA 10. SIGNS TO BE 6-FT HORIZONTAL&12-FT VERTICAL FROM HIGH VOLTAGE WIRES.
4 None . 0.0 20.0 200 190 1.46 17.7 0.0 0.0 OA 0.0 OA 0.0
S None0A 20.0 2000.90 1.46 170. 0.0 0.0 OA OA 0.0 0.0 11. CONCRETE TO HAVE PC=2500 PSI MIN.@ 28 DAYS.(3000 PSI FOR SPREAD FOOTING
6 None 00 20.0 200" 050 1.46 17.7 0.0 0.0 0.0 0.0 0.0 0.0 OPTION)
7 None 0.0 20.0 20.0 0.90 1.46 170. 00 0.0 0.0 0.0 0.0 on12. DESIGN IS BASED ON 110 MPH WIND,3-SEC GUST,EXPOSURE C.(2014 OREGON
5 None OA 20A no 090 1.46 17.7 0.0 0.0 0.0 0.0 0.0 0.0
9 None 1 0A ' 20.0 20.0 0.90 1.46 n-7 0.0 0.0 0.0 0.0 00 0.0 STRUCTURAL BUILDING CODE,ASCE 7-10)
10 ` Too None , 0s 20A 200 090 1.46 q.7, 0.0 0.0 0.9 0.0 90 13. CONNECTION BOLTS:ASTM A325
Overall!lobar 10.00 ft 0.w reallen based upon averages awe: 1.6 21.6 1.6 itS
Actual hose reactIgns bused epee V-Atequations: 1.s 20.5 1.S 205 14. STEEL ANGLES,CHANNELS,STRUCTURAL SHAPES&PLATES ASTM A36
15. THE CONTRACTOR(INSTALLER)IS RESPONSIBLE FOR THE MEANS&METHODS OF
SUPPORT POLE DESIGN SUMMARY
Base El Ilegtdreastrettethvawes(A50i AuawawaStre,tgtl,vShras(Aso) Unity Ratios interaction Ratios CONSTRUCTION IN REGARDS TO JOBSITESAFETY.
section Aals V, M, 2, �P v, M T'T J P, v lv M,/M,I T,/re ' 'JI. P M LP.M-v< status 16. NO HELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED WITHOUT
/S-te y� THE ENGINEER'S APPROVAL
Lha* muumuu `Item �1 s Sale 3.f 1.�' 1f 14as 1ms do.9 9.r.� 14.0x sl;i i:az 13ant BO` �?
16.544 Strong 0.5 09 1.7 0.2 203 61 4.2 65.31.6% a.8% 41.4% 0.4% 12.1% 30.7% d17. ALLOWABLE SOIL BEARING PRESSURE ASSUMED:1500 PSF ASSUMED HORIZONTAL
0.00 NoSiong 1-s m.5 5.3 1.7 0.0 _ 0.0 0.0 0.0 0.0% 0.0% 0.0% 00% 0.0% 0.0% ,e' (PASSIVE PRESSURE)ASSUMED AT 100 PSF/FT OF DEPTH.
0.00 None Strong LS i0.1 sol 1.7 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 00% 00% 0.0% l
0.00 None Strong 1.s 20.5 5.3 1.7 0.0 0.0 0.0 0A 0.0% 0.0% 0.0% 00% 00% 0.0% , ./ 18. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENGINEERED
000 Note strong is MI 5.3 1.7 OA 00 0.0 0.0 DA% 0.0X 00% e.0% 0.0% 0.0% ' EARTH
0.00 Nona Strong u mos s.3 L7 0.0 0.o 0.0 ' 0.0 0.0% OA% 0.0% 0A% 0.0% 0.011 se
0.00 - None Strong los moi 4.3 1.7 0.0 0.0 a0 0.0 00% 0.0% 0.0% 0.011 0.0% 0.001 s/ 19. FILL COMPACTED TO 98%OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70
0.00 None Saone 1.5 11.8 5.3 1.7 0s OD ... 0.0 Os 00.0% 0.0% 0.09E 0.ox 0.0% t (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS
0Ao None Strong 5.s ms 5.3 1.7 0.0000%0.0 oA 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% l' TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF
ELEMENT DESIGN LOCATIONs,LOADS ANODIPIACEMENTS ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE ASSUMED
Element UW' Type �rv�r lift
b T,L fir, Mr"
� a�7t a �H�,o,t Etiv. �V, I Minn, I �9, I are 0.7r a� AND/OR CALCULATED PRESSURES,THE ENGINEER SHOULD BE CONTACTED FOR
( u bG ease vote 13 i3ai 1 1.7 0..o I b o I 3 I 0 tb I Matwruu( f.5 120.1 5.3 I 1 dad RE-EVALUATION.
2 16,54 Match Plate 1 0.5 0.i 1.7 0.2 0A 0.z 4 000 Torsion Tube is moi 13 1.7 0.000 0.00 20. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE.
PLATE DESIGN SUMMARY 21. ADEQUATELY BRACE POLE(S)UNTIL CONCRETE HAS SET UP FOR 14 DAYS. - �'� -� ",
Plate Dimensions Bolts Weld 22. THIS ENGINEER DOES NOT WARRANT THE ACCURACY OF DIMENSIONS FURNISHED BY , ri P'
Cirde Embed I.Ca6:an Embed
Type N e D t Number dr 11.r• en• Olamete Material thelCiasab Et
She Gussets Status OTHERS. �a�tr'•� /�
M �� to /q_ , to ? .gt__ In h�_ in in �. it. 23. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT CORROSION. , / /// '
.1/1 Rectangular Base Plate 24 13 -- Lz4 125-,- 3 3 sr - P1554Grade36 16 N/A 0 5125 No ox 24. THIS DESIGN IS FOR THE INDICATED ADDRESS ONLY,AND SHOULD NOT BE USED AT '�. !' ,t '07 t
U Chctdar ease Plate OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. �'
U Match Plate 1(Lower) 9.5 15.75 - 0.79 4 0.75 1.875 1.25 -- A325 - -. 0.1875 No OK 25. THE SCOPE OF ENGINEERING FOR THIS SEALED PRINT IS LIMITED TO THE FOUNDATION& /,
Match Upper) ALL OTHER ELEMENTS BY FEDERAL HEATH. " OREGON
U M ( � i SUPPORT POLE ONLY.
U Match Plate 2(tower) " �\13,2, .. ., E
[) Match Plate 2(Upper) SIGN TYPE: �(?�L v `'
FOUNDATION DESIGN SUMMARY A la7tt'RHJ�i e i
Dlimete, Width Thitines Length Depth Volume' CO st . .039
Type rime's
ft R /t 1 Reinforcing Status
. EXPIRES: 12/31/17
HCaisson 3.00 - - - 11.25 295 (6)NS-Vert.wile Tles e R in o.c-and(3)epi N o c.Top OK 299 N.WEISOAF9BEfi RD.
Ventral Slab
Spread KNOXVILLE,TENNESSEE wND
665 664 0999
665 564 6213
W.NICHOLAS DEAL,P.E.,S.E.
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♦ DATE BY♦ 'DESIGN NO: PROJECT 14GR.: SHEET Not
This original tiro*ung is provided as part of a �Na REVISK9N5 - _ 173251 E. WILLIAMS
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• File Location:
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