HomeMy WebLinkAboutPS 06-193; Ken Grody Ford; Sign Permits/Programs (PS)City of Carlsbad
1635 Faraday Avenue
Carlsbad, CA 92008
(760) 602-4610
PLANNING APPLICATION #
REC'D BY
DATE
SIGN FEE jf
SIGN PROGRAM FEE
RECEIPT NO.
REVIEW FOR SIGN PERMIT
Planning Department
AH plans submitted for sign permits/sign programs shall consist of a minimum of a site plan and sign
elevations containing the following information:
1. North arrow and scale.
2. Location of existing buildings or structures, parking areas, and vehicular access points to the
property.
3. Location of all existing and proposed signs for the property.
4. Distance to the property line(s) for all proposed freestanding sign(s).
5. Provide an elevation for all proposed sign(s) which specifies the following:
A. Dimensions and area for all existing and proposed sign(s).
B. Materials the sign(s) will be constructed of.
C. Source of Illumination.
D. Proposed sign copy.
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS, A COMPLETED
APPLICATION FORM, AND THE APPLICATION FEE.
The application must be submitted prior to 4:00 pan. Average processing time: 2 weeks
NAME OF PROJECT: _ \r\fJT\. (^]£Q(j.U
ADDRESS OF PROJECT: 5555 . )gi Co/.\Sbcxd
ASSESSOR PARCEL NUMBER: '2.1\~ D6& -
(e)
(f)
(g)
(h)
RELATED PLANNING CASE NUMBER(S):
TYPE OF DEVELOPMENT:
Residential
I Commercial
(c) Office/Industrial
(d) Hotel/Motel
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA
VILLAGE REDEVELOPMENT AREA YesQ
SIGN ORDINANCE: YesQ
Service Station
Prof. Care
Theater
Govt/Church
(i) Public Park
(j) Produce Stand
(k) Nursery
(1) P-U/OSZone
COASTAL ZONE:Ye:
No H] Specific Plan Number .
No |£f Requires VR Approval
No D
NoQ
Form 10 Revised 12/04 Page 1 of4
EXISTING SIGNS:
TYPE
Pole
Monument
Wall
S!u«iw>n/l«/i
Directional
Canopy
Freestanding (Project Identity)
NUMBER
& v
SIGNAREA SIGN HEIGHT
#• 'Ft'3"x 13._ 23'9*>r I'
PERMITS ISSUED FOR EXISTING SIGNS: Yes
PROPOSED PERMANENT SIGNS:
NoQ Date
TYPE
Pole**
Monument**
Wall
Suspended
Directional
Canopy
Freestanding**
(Project
Identity)
MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
JT\
MAXIMUM
SIGN
AREA
PROPOSED
SIGN
AREA
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
•gu'V'^TJ^
AI'II" y /«/'9
PROPOSED TEMPORARY SIGNS:
TYPE
rv».c.«OT..~4:.~~.**
VxIMiaU UtUUll - -
For Sale**
Banner
MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
MAXIMUM
SIGN
AREA
PROPOSED
SIGN
AREA
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
**Prior to approval, all proposed pole, monument, and freestanding signs must be reviewed for
potential sight distance and visibility issues. Additional information must supplement this application
showing how the proposed signage will not encroach into the public right-of-way or present a traffic
hazard. Page 3 of 4 illustrates an example for what would be required for such proposed signs.
Form 10 Revised 12/04 Page 2 of4
SITE PLAN REQUIREMENT FOR POLE, MONUMENT, AND FREESTANDING SIGN
APPLICATIONS
The following example illustrates the information that is required for all pole, monument, and
freestanding sign permit applications. Prior to approval, all such proposed signs must be reviewed
for potential issues by the Traffic Engineering Department, which will not allow signs to be
approved over the counter. Additional time will be required for on-site inspection.
Showbuilding/s
-
P/L
i
4
v /
^ — /'
Show all property lines j /Jr/JLi • f
\ f
/
f
s
curb line •
Sight Visibility
1
Sight Distance Requireir
1
1
1
1
'how setbacks from all cu
1
1
1
Street Name(s)
1
i
ent
jrbs
North
21.41.080 Sign design standards
Relationship to Streets: Signs shall be designed and located so as not to interfere with the
unobstructed clear view of the public right-of-way and nearby traffic regulatory signs of any
pedestrian, bicyclist or motor vehicle driver
Sight Distance: No sign or sign structure shall be placed or constructed so that it impairs the sight
distance requirements at any public or private street intersection or driveway.
Form 10 Revised 12/04 Page 3 of 4
EXISTING SIGN PROGRAMS OR SPECIFIC PLAN SIGN CRITERIA
TOTAL BUILDING STREET FRONTAGE
TOTAL SIGNAGE ALLOWANCE
EXISTING SIGNAGE (SQ. FT.)
REMAINING SIGN ALLOWANCE AT PRESENT
PROPOSED SIGNAGE (SQ. FT.)
REMAINING SIGN ALLOWANCE AFTER PROPOSED SIGN
ft.
$.*)£ c^\d ^L
£11 O~j\d 5*>c
sq. ft.
9 / sq. ft.
sq.ft.
??> sq.ft.
sq.ft.
OWNER
NAME (PRINT OR TYPE)
V4? r\ (r)Voduy Pore!
MAILING ADDRESS1
6556 Hvseorkl PvOr'te.
CITY AND STATE ZIP TELEPHONE
Cci * \sbad C/ft
I CERTIFY THAT I AM THE LEGAL OWNER AND THAT
ALL THE ABOVE INFORMATION IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
SIGNATURE DATE
APPLICANT
NAME (PRINT OR TYPE)
, — . . _ j . '
VrxoCc o o i cw\ ( onsVucri an Xr\c.
MAILING ADDRESS
I ^3^9 OcxV \<r\ol\ ^ocxd
CITY AND STATE ZIP TELEPHONE
I CERTIFY-^HAT I AM THE REPRESENTATIVE OF THE
LEGAL OWNER AND THAT ALL THE ABOVE INFORMA-
TION IS TRUE AND CORRECT TO THE BEST OF MY
KNOWLEDGE.
^^^jP(?LOv<^ /YU^X^oeXJr //3%lfofi:
SIGNATURE/rA fl DATE f '
PLANNER CHECK LIST:
1. Field check by planner.
2. Within maximum length, area.
3. Style consistent with Sign Program and/or Specific Plan criteria, if applicable.
4. Location: •!» In right-of-way
•t* In visibility triangle at corner
5. Pole and monument signs to be checked by Traffic Engineering, for visibility issues.
6. When approved rou|e-eppy to Daja_Entry
Date: ^< /141C>LAPPROVED: Planner:
Form 10 Revised 12/04 Page 4 of 4
7/16"
-W-5-
17'-79/16"
14'-9
6'-3 1/4'
23'-9"
BEFORE
F19-119
P20
AFTER
F-73
P20
Account FORD
Protect Title FO Ken Gmdy Sign Comp
Scale 1:64
Date Created 19 July OS
• OX-OOOXrX
Drawn By 1. Allington
IP Rep. J Bullard
Approved By
Date Revised
All ideas, plans or arrangements
indicated in this drawing are
copyrighted and owned by
ImagePoint and shall not be
reproduced, used by or disclosed
to any person, firm or
corporation for any purpose
whatsoever without wntten
" PO Box 59043
ImaeroPnint Knoxville, TN 37950-9043imageruini, M00,444_7446
P wwwjmagepoint.com
pg 2 of 2 ^^^^^^^^^^^^^^^^^^^^^m^^^^^^^^^^^_
5555 Poseo Del Norte Carlsbad CA F71102
STREET STATE
F-60
P16
"' [_10'-B-
l-S
THBIS ftN ORaPttL IWU8USHEO DWMHG DESENEO Wmane SIGN cownjaioN, we. n is SUBMTIED ran
YOUR FtRSCWW- USE IN CONJUNCTION WTH A PROJECT
BEMG PUWKEO TORYOU Bf WOBC SIGN CONSTRUCTION,
INC. IT IS NOT TO BE SHOWN TO «N«M OUTSIDE YOUR
ORGANZRTION NOR IS IT TO BE REPRODUCED. COPIED OR
EIHBITEOINANYFASHCH
II PACIFIC SIGN
CONSTRUCTION, INC.
"' ~ - (858)486-800612339 Oak Knoll Rd. Poway, Ca. 92064
Lic.#447724
JOB TITLE Ken Grody Ford
ADDRESS 5555 Paseo Del Norte, Carlsbad, Ca.
SALES
Roy Flahive
DRAWING BY
KB.W
FONT
CUSTOMERAPPROVAL DATE / /
REVISED SHEET w OF1 * 1
AS NOTED
DATE 9/15/06
#Site Plan
\
EXPIRES
DEC 3 1 2007
Project New Ford Sign Values from Wind Pressure Worksheet
Job No. 99 4775 wsb, wind:
MODEL: F60P16 wa, wind:
Date: 5/9/00 we, wind:
wd, wind:
we. wind:
wf.wind:
wg, wind:
Pa psfrtt: 300
Soil Bearing Capacity psf: 3000
Fc psi: 2500
SIGN DIMENSIONS, ft:Total
Height Col.Ht Col.Loc.
20.74 15.06 6.71
h c e
FOOTING DIMENSIONS, ft;
FtgWidth FtgThick FtgUn
4.00 4.00 8.00
f t fl
Wind Forces on Sign Box, kips:
Wf. sign box 1.666
Total 1.666 \
Wind Forces on Column Cover, kips:
Wac. column 40-50 ft 0.000
Wcc. column 30-40 ft 0.000
Wdc. column 25-30 ft 0.000
Wee, column 20-25 ft 0.000
Wfc, column 15-20 ft 0.005
Wgc. column 0-15 ft 1.209
Total 1.214
W. Total Wind Force: 2.88
27.77
34.44
32.86
30.96
29.70
28.44
26.86
SECTION PR(
Length
13.42
1
Overt)
0.67
o
psf @ sign box
psf40-50ft
psf30-40ft
psf 25-30 ft
psf 20-25 ft
psf 15-20 ft
psf 0-15 ft
JPERTES:
Depth
5.68
d
PedWidth
4.50
P
Moment Am (ft)
17.90
Moment Arm (ft)
0.00
0.00
0.00
0.00
15.03
7.50
Cover Plato Dimensions:
COLUMN: TS8x8x3/8
STEEL Fy: 48
Thickness of one n
Cover Plate (In):
Cover Plate Width (in): 0
Tube Depth (hi): 8
Tube Width (hi): 8
Tube Thickness (in): 0.375
Moment of Inertia of .^ann
Total Section (in«4) 106-°°
WidthofColCover(ft):
3
V.
.
J(lnM> 17000of tub* only: '"""
A O*2|
of tube only:
WT(lbsm)
of tub. only: 37'69
Inertia of Tube (ln*4): 106
Sign Box are* (ft*2): 60
Total Column
Wt (Ibs/ft): Sx(inA3):
37.69 26.50
Wind Moments at Base From Sign Box, ft-k:
Mf. Sign box 29.823
Wind Moments at Base From Column Cover, ft-k:
Mac, column 40-50 ft 0.000
Mcc, column 30-40 ft 0.000
Mdc. column 25-30 ft 0.000
Mac, column 20-25 ft 0.000
Mfc, column 15-20 ft 0.077
Mgc, column 0-15 ft 9.064
Total 9.141
M.Total Wind Moment (ft-k) 38.969
Torque at Base From Wind, ft-k:
Tf, Total Torque (ft-k) 4.47
STRESS, ksi:
fw, wind moment
ft, torsion:
fv, shear
fp, princ. stress, ksi:
Fa. allowable stress, ksi:
RECTANGULAR SPREAD FOOTING:
P. vertical load, kips:
Mo, overturn, ft-kips:
Mr. resistive, ft-kips:
F.S., factor of safely:
Ms. soil reaction, ft-kips:
e', ecentricity. ft
ps, soil pressure, ksf:
Mu, ultimate, ft-kips/ft:
fb. ultimate, psi:
V. allowable kip/ft:
Vu. ultimate, kips/ft
Flexural Steel in.2/ft.
CIRCULAR CAISSON:
Mot, overturn, ft-kips:
Mpr, resistive, ft-kips:
a'.ft:
Mu, max. mom., ft-kips:
As. area of steel, inA2:
As, provided. inA2:
Vertical Bars: use*
Stirrup Size: use tf
17.65 =12'MySx
1.26 =(12*T*L/2)y
0.26 =W/A
17.78 =(fw)/2+sqrt((fw/2)A2+(ft+fv)A2)
40.38 =1.33'0.66'Fy fp < Fa, O.K.
22.62 =ntrO. 15+ni'o-O. 1+C(d+(h-d-cX2)-0.012+c'WT
52.41 =M+W*(t+o)
111.76 =P"fl/2+Pa'p-(tto)A3/6000*Pa't"3'(f-p)/6000'
1.3 =Mr/Mo
31.14 =Mo-0.3-(f-p)'(t)A3/6-0.3V(t+o)A3/6
1.38 =Ms/P
1.44 =2P/(3'f-(fl*-e'))
1.67 =1.3'(ps-0.15't)'((<H>y2)A2/2
F.S.>1.5
94.3280387 =P'(fl/2)+W*(t/3)
O.K.
k. kern, ft fl/6 = 1.33
OK
4.34 =6000'Mu/(12t)*2 fb<3.25*sqrt fc, no reinforcing req'd
48.96 =.85'2sqrt(fc)(144't)/1000
0.95 =1.3'(ps-0.15-t)'(fl-p)/2 O.K.
0.01 •=((4.5(d-4)HSQRT(4.5(d-4)H3.32M-rc/1000)A2)/3.32TcQuOO)
D, diameter, ft = 3.50
38.97 = Mom.at Surface
Le, embedment, ft =10.50 Lc, tens
ox
1 10.24 = See UBC W 2907.g.2; Shape Factor= 0.636
N.A. N.A.
50.66 =1.3'Mot
0.94 =3*Mu"12/(0.9"60"(12"D"6/7)) <
2.48
5 #5 Vertical Bars
3 #3 ties @ 16 inches o.c. maximum
OK
1.70
Job Name
Job Number
Engineer
Date
Sign Identification
Tube Width (in) :
Tube Depth (in) :
Tube Thickness (in) :
Cover Plate Width (in) :
2over Plate Thickness (in) :
M.O.I. Of Tube (inA4) :
Weight of Tube (Ibs/ft) :
Modulus of
Elasticity(psi)
29000000
E
Moment of Inertia of
Total Section (inM)
106.00
I
Mass of Sign Box
m
Mass of Column
mb
New Ford Sign
99 4775
mst
5/9/00
F60P16
8
8
0.375
0
0
106
37.69
Wt. Of Sign
Box (psf)
12
Wsb
Wt. Of Total
Section (Ibs/ft)
37.69
We
1.86
1.75
3.203 |
Area of
Sign Box (ftA2)
60
Asb
Height to Midpoint of
Sign Box (ft)
17.9
L
JO.K.
Job Name
Job Number
Identification
Engineer
Date
New Ford Sign
99 4775
F60P16
mst
5/9/00
Height to Midpoint
of Sign Box, z (ft)
17.90
50
40
30
25
20
0-15
*110 mph=Standard Wind Velocity
*150 mph=High Wind Velocity
Velocity Pressure
Coefficient
•Wind Velocity (mph) Table 6-3
V Kz
110 0.879
110 1.09
110 1.04
110 0.98
110 0.94
110 0.9
110 0.85
Width of Sign Box Height of Sign Box
M N
13.42 5.68
From ASCE 7-95 Table C6-«
C V 0.2
I " 500
e 0.2
Factors from ASCE 7-95
Topographic Importance
Factor Factor
Fig 6-2 Table 6-2
Kzt
1
1
1
1
1
1 1
1 1
Iz
Lz
Q
qz/Kz
Force
Coefficient
Table 6-8
Cf
1.2
1.2
1.2
1.2
1.2
1.2
1.2
0.222
442.423
0.959
30.976
Eq.C6-6 ASCE 7-95
Eq. C6-8 ASCE 7-95
Eq. C6-7 ASCE 7-95
Eq. 6-1 ASCE 7-95
Natural
Frequency (Hz)
3.203
0.85
Rigid Structure
_Section 6.6.1 ASCE 7-95 Exposure C
17.900
40-50ft
30-40ft
25-30ft
20-25ft
15-20 ft
0-15 ft
i FILENAME: ASDPLATE.XLS
' . AXIAL LOADED COLUMN WITH A LARGE ECCENTRICITY
IDENTITY: DATE: 7/17/00
New Ford Sign
F60P16
Axial Load
75% of TotalWind Moment about X-Axis
Total Column Depth
Compressive Strength of Concrete
Yield Stress of Plate Steel
Nominal Diameter of Bolts
Number of Bolts in Tension
ASTM Designation of Bolts
Distance From Bolt To Plate Edge
Dist. from center of bolt to plate center
Sumofalld*2:
Total No. of Bolts in Base Plate.N
Plate Dim. in Y-Direction
Plate Dim. in X-Direction
Pedestal Dimension in Y-Direction
Pedestal Dimension in X-Direction
P (kips) :
MX (ft-kips):
d (inch) :
fc (ksi):
Fy (ksi) :
db (inch) :
(307, 325, or 490) :
g (inch) :
d (inch):
N (inch):
B (inch):
(ft):
(ft):
1.29
29.23
8.00
2.50
36.00
1.13
3
307
2.00
7.21
280
6
16.00
12.00
2.75
4.50
Y-Direction = Parallel to Force
X-Direction = Perpendicular to Force
Kem
Eccentricity
Large Eccentricity
k (inch) :
e (inch):
2.67
272.38
YES
Plate Area
Concrete Bearing Surface Area
.35*fc*SQRT(A2/A1)
.7*fc
Allowable Bearing Stress
A1 (sq. in.) :
A2 (sq. in.) :
Fp1 (ksi):
Fp2 (ksi) :
Fp (ksi) :
192.00
1782.00
2.67
1.75
1.75
Applied Concrete Bearing Stress
Area of Bolts in Tension
Plate Region In Compression
Summation Of Force In Anchor Bolts
Cantilever Dimension
Plate Thickness
Plate Thickness
Plate Thickness
fp (ksi):
As (sq. in.) :
A (inch) :
T (kips) :
X (inch) :
tension side tp (inch) :
compression side tp (inch) :
tp (inch) :
0.79
2.98
6.36
28.88
4.00
0.88
0.90
0.90
OK
Development Length for A307 Anchor Bolts
Minimum Embedment:
12 X diameter (inch): 13.5 GOVERNS
Concrete Cone (inch) - 9-59
Edge distance in Y-direction (inch): 10.50 O.K.
Edge distance in X-direction (inch): 23 O.K.
NOTE: EDGE DISTANCE IN BOTH DIRECTIONS IS IDENTICAL
Check of Combined Tension, Shear, and Torsion on Bolts:
Allowable tension in ea. Bolt, Ps(kips): 19.88 =20ksi*area of A307 bolt
Allowable shear in ea. Bolt, Vs (kips): 9.94 =10ksi*area of A307 bolt
Torsional force on ea. Bolt.Vt (kips): 1.38 =(T*d)/(sum of all dA2)
Shear force from wind, Vv (kips): 0.48 = W / N
Total Tension in ea. Bolt, Pu (kips): 9.63 =T/2
Total Shear in ea. Bolt, Vu (kips): 1.86 =Vt + Vv
(Pu/Ps)A2+(Vu/1.33*Vs)A2 0.25 BOLTS O.K.