HomeMy WebLinkAboutPS 05-36; Arco No. 5792; Sign Permits/Programs (PS)City of Carlsbad
1635 Faraday Avenue
Carlsbad, CA 92008
(760) 602-4610
PLANNING APPLICATION
REC'D BY
DATE ;
SIGN FEE
SIGN PROGRAM'RECEIPT NO.
* PStifT-
CJ/)<
REVIEW FOR SIGN PERMIT
Planning Department
All 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 p.m. Average processing time: 2 weeks
NAME OF PROJECT: /\(T/) ^ ' « ^
ADDRESS OF PROJECT:
ASSESSOR PARCEL NUMBER:
RELATED PLANNING CASE NUMBER(S):
TYPE OF DEVELOPMENT:
(a) Residential
(c) Office/Industrial
(d) Hotel/Motel
SIGN PROGRAM AND/OR
SPECIFIC PLAN CRITERIA
(e)
(f)
(g)
(h)
Service Station
Prof. Care
Theater
Govt/Church
(i) Public Park
(j) Produce Stand
(k) Nursery
(1) P-U/OSZone
YesQ
VILLAGE REDEVELOPMENT AREA YesQ
SIGN ORDINANCE:Yes
NO
NO
NO
Specific Plan Number
Requires VR Approval
COASTAL ZONE: YesQ No Q
»«••««««««»»»*•«««»«»«««»«»««««««««««»«
Page 1 of 4Form 10 Revised 12/04
EXISTING SIGNS:
TYPE
Pole
Monument
Wall
Suspended
Directional
Canopy
Freestanding (Project Identity)
NUMBER
?L
SIGN AREA
-y5-2S5F
SIGN HEIGHT
y 7»
PERMITS ISSUED FOR EXISTING SIGNS: Yes
PROPOSED PERMANENT SIGNS:
No Date
TYPE
Pole**
Monument**
Wall
Suspended
Directional
Canopy
Freestanding**
(Project
Identity)
MAXIMUM
NUMBER
ALLOWED
NUMBER
PROPOSED
2
MAXIMUM
SIGN
AREA
ff~ -£~> ft ffffg^Z-^**
PROPOSED
SIGN
AREA
55MV
MAXIMUM
SIGN
HEIGHT
PROPOSED
SIGN
HEIGHT
/sto'i
PROPOSED TEMPORARY SIGNS:
TYPE
Construction**
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 of 4
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.
Show building/s
P/L
i
\-J.t oi •
i /
Show all property lines j ;
i *
! /
•
S
curb line •*
•
Sight Visibility
i
i
Sight Distance Requireni
1
1
how setbacks from all en
I
1
1
Street Name(s)
1
i
ent
irbs
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.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
OWNER APPLICANT
NAME (PRINT OR TYPE)
Afto
NAME (PRINT OR TYPE)
MAILING ADDRESS MAILING ADDRESS
CITY AND STATE ZIP TELEPHONE CITY AND STATE ZIP TELEPHONE
I CERTIFY THAT I AM THE LEGAL OWNER AND THAT
ALL THE ABOVE INFORMATION IS TRUE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
I CERTIFY THAT 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.
SIGNATURE DATE SIGNATURE b2<i>-DATE
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
•»* In visibility triangle at corner
5. Pole and monument signs to be checked by Traffic Engineering, for visibility issues.
6. When approved route copy to Data Entr,
APPROVED: Planner:Date:
Form 10 Revised 12/04 Page 4 of 4
City of Carlsbad
1635 Faraday Avenue Carlsbad CA 92008
(R0048521 )
Applicant: CONTRACTERS PERMIT SERVICES
Description Amount
PS050036 40.00
Receipt Number: R0048521 Transaction ID: R0048521
Transaction Date: 03/11/2005
Pay Type Method Description Amount
Payment Check 6268 40.00
Transaction Amount: 40.00
3626 03/11/05 0002 01 02
CGP 40.
NEW SIGN PROPOSAL
SIGN SCHEDULE
CODE
E1
E2
DESCRIPTION
ID/ PRICE MONUMENT SIGN
ID/ PRICE MONUMENT SIGN
ory
1
1
SQ.FT.
55.25
55.25
TOTAL
55.25
55.25
REMARKS
REMOVE EXIST. PRICE SIGN CABINETS
INSTALL NEW VISION MONUMENT TO
INCORPORATE NEW COLORS AND STDS.
ALL OTHER EXISTING SIGNS ON PROPERTY NOT PART OF THIS APPLICATION
TOTAL SIGN AREA = 110.5 SQ.FT.
THE FOLLOWING APPLIES TO ALL ELECTRICAL SIGNS:
U.L. LABELS
EXTERNAL DISCONNECT SWITCHES
CONNECT TO EXISTING ELECTRICAL CIRCUIT
CONTRACTOR:PROPERTY OWNER:
DONCO&SONS, INC.
141 ON. DALY ST.
ANAHEIM, CA 92806
714-254-0194
ST. LIC. 435616
C10C45C61
ARCO PRODUCTS COMPANY
4 CENTERPOINT DRIVE
LA PALM A, CA 90623
JOHN BARBER
714-254-0099
PROJECT:JOB ADDRESS:
NEW SIGN LAYOUT IMAGE
UPGRADE FACE CHANGE
COLORS & LAYOUT
ARCO STATION # 5792
1991 PALOMAR AIRPORT RD
CARLSBAD, CA
DATE: 2/16/2005
Qas Canopy
55' <E4 }l
Palomar Airport
Sites
Address
City Carlsbad
State
1991 Palomar Airport rd A - Air Pump K
P -Pay Phone D
\N - Water G
- Kerosene
- Diesel Pump
- Gas PumpJohnny Yother Coast 2 Coast Surveys
INLAND ENGINEERING & CONSULTING, INC.
Structural & Civil Engineering
4883 EAST LA PALMA AVENUE - SUITE 501-A
ANAHEIM, CA92807
Tel.: (714)777-7700
FAX: (714) 777-7773
SHT.#
JOB#
DATE:
OP
STRUCTURAL CALCULATIONS
PREPARED FOR:
PROJECT:
/ic3%^N C'V'Aff!^-
INLAND ENGINEERING AND CONSULTING,INC.
BY CHKD SUBJECT
SHEET NO.
JOB NO.
70 MPH WIND EXPO. "C"
(0-1 5) PW=(1 .06)0 -4)0 2.6)=1 8.7PSF
(1 5-20)PW=(1 .1 3)(1 .4)(12.6)=20.0PSF
(20-30)PW=(1 .23)(1 .4)(1 2.6)=21 .7PSF
(30-40)PW=(1 -31)0 .4)(12.6)=23.10PSF
(40-60)PW=(1 .43)0 -4)(12.6)=25.23PSF
(60-80)PW=(1 .53)0 .4)(12.6)=27.0PSF
(80-100)PW=(1.61)(1.4)(12.6)=28.40PSF
(1 00-1 20)PW=(1 .67)(1. 4)(1 2.6)=29.46PSF
(120-160)PW=(1 .79)(1 .4)(12.6)=31 .58PSF
PW L W SHAPE AREA FORCE H MOMENT
(PSF) FACTOR
18.70
0.00
0.00
0.00
0.00
0.00
TOTAL HEIGHT
UBC FTG:(I
diameter
depth
i — =^ — ..
6.50
0.00
0.00
0.00
0.00
0.00
6.50
Sigma F =
Sigma M =
X =
s,=
NON-CON
8.56
0.00
0.00
0.00
0.00
0.00
1,040.8
3,382.5 ^
3.25
1.00
1.00
1.00
1.00
1.00
1.00
STRAINED)
ft. In.
2
5
S =
A =
d =
-
0
9
509.8
2.39
4 1A.
_
,
: 55.66
0.00
0.00
0.00
0.00
0.00
C&*-) 5 0
(:EX.) Z/-0
1040.77
0.00
0.00
0.00
0.00
0.00
Ap> £?#
,V x s ^^
1
3.25
0.00
0.00
0.00
0.00
0.00
flpf
L, j—a n
3,382.51
0.00
0.00
0.00
0.00
0.00
f-
( > ~ Si h b" ' '
c"^
t>itffCt~'
1 * sVV3"! :•
INLAND ENGINEERING AND CONSULTDVG,INC.
BY CHKD SUBJECT
SHEET NO..
JOB NO.
70 MPH WIND EXPO. "C"
(0-1 5) PW=(1 .06)(1 .4)(12.6)=18.7PSF
(15-20)PW=(1.13)(1.4)(12.6)=20.0PSF
(20-30)PW=(1 .23>(1 .4)(12.6)=21 .7PSF
(30-40)PW=(1 .31)(1 .4)(1 2.6)=23.1 OPSF
(40-60)PW=(1 .43)(1 .4)(12.6)=25.23PSF
(60-80)PW=(1 .53)(1 .4)(12.6)=27.0PSF
(80-100)PW=(1.61)(1.4)(12.6)=28.40PSF
(100-120)PW=(1 .67)(1 .4)(12.6)=29.46PSF
'(1 20-1 60)PW=(1 .79)(1 .4)(1 2.6)=31 .58PSF
PW L W SHAPE AREA FORCE H MOMENT
(PSF) FACTOR
18.70
0.00
0.00
0.00
0.00
0.00
TOTAL HEIGHT
4.67
0.00
0.00
0.00
0.00
0.00
4.67
Sigma F =
Sigma M =
X =
sr=
Bolt &/»7<cr4 PI
d
4.00
d1
1.00
M
1746.0
Mp
5238.0
8.56
0.00
0.00
0.00
0.00
0.00
747.8
1,746.0 &fl>
2.34
0 70
1.00
1.00
1.00
1.00
1.00
1.00
"latfcAA- ft-
T
2619.0
S
0.146
Ab
0.142
k"0 fl-ftou
to
8.00
, 39.99
0.00
0.00
0.00
0.00
0.00
(M-lr-rf) 3 0
ft
18,443.7 -
- £l0f0toX
t
0.331 -
747.75
0.00
0.00
0.00
0.00
0.00
>•&, $r/2,
g***
(E
A f^*~^\
f ^
— >/-/f)-J
.33
«
•— > & t'JX
2.34
0.00
0.00
0.00
0.00
0.00
fife
<f> -'-
f •—
L*
' <t> pO,t
I *•'^ f~Hk.
1,746.01
0.00
0.00
0.00
0.00
0.00
.3
(S~^7Z. W
tf"
'
leif
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3'-5"
(E) ALUM. FRAME CAB.
TO BE REMOVED
ALUM. FRAME CAB
BY OTHERS
2"X2";X
W/ l/2";0ThRU BOLTS
TO COL. * I /2" 05.5. M.B.
TO CAB. (TYP.)
NEW3l(0i.D. 5TD. PIPE
(.E) 5" 0 I.D. STD. PIPE
'{
I r~NAT-GR-
(E) CONC. FTG.
2'-O" 0 4
1. CONTRACTOR SHALL VERIFV ALL DIMENSIONS AND CONP'TJONS.
2. STRUCTURAL PIPE SHALL CONFORM TO ASTM A501, ASTM A53 GRADE "8" TYPE
E OR S FY = 35 KSI. MIN.
3. STRUCTURAL TUBE SHALL CONFORM TO ASTM A500, GRADE "B" FY = 46KSI.
4. STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.5. ALL BOLTS SHALL CONFORM TO ASTM A307 W/WASHER U.N.O.
6. WELDING SHALL CONFORM TO AISC SPECS OR 2001 CBC AND PERFORMED
BY CERTIFIED WELDER USING ARC PROCESS E70XX. ELECTRODES. SHOP WELDS
BY APPROVED FABRICATOR. CONTINUOUS INSPECTION REQUIRED FOR ALL
FIELD WELDING.
7. FABRICATION, ERECTION AND PAINTING OF STRUCTURAL STEEL SHALLCONFORM TO CBC SECT. 2205A.
8. ALL STEEL LESS THAN 1/4" THICK SHALL BE GALVANIZED OR USE DOUBLECOAT OF PRIMER.
9. FLAMMABILITY OF ALL MATERIALS IN SIGN SHALL COMPLY WITH CBC
SECTION 207.10. IDENTIFYING NUMBER REQUIRED ON SIGN AND WEIGHT OF SIGN CLEARLYLABELED.11. SOIL TYPE ASSUMED SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL
AND CLAYEY GRAVEL, ALLOWABLE LATERAL BEARING PRESS. 100 LBS./SQ. FT/FT.12. CONC. TO HAVE MIN. ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI.
0 28 DAYS AND SHALL BE POURED AGAINST UNDISTURBED SOL (NO FORMS,
13. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C-33WITH MAX. SIZE OF 3/4 COARSE AGGREGATE
14. CONCRETE MIXING SHALL CONFORM TO ASTM C-9415. ALL HOLES DRILLED OR PUNCHED.
16. ALL WORKS SHALL CONFORM TO 2001 EDITION OF CBC.
17. ENGINEER IS RESPONSIBLE ONLY FOR THE STRUCTURAL INTEGRITY OF THIS
PROJECT. ANY ALTERATION WILL VOID THESE PLANS.
18. REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, GRD. 60, DEFORMED.
19. SIGNS TO-BE 6 FT. HORIZ. & 12 FT. VERT. FROM HIGH VOLTAGE^ WIRES.
20. SIGNS TO BE U.L. LABELED AND COMPLY WITH ART. 600, NEC.21. SIGNS TO BE ON SEPARATE CIRCUIT WITH UNDERGROUND FEEDER.22. PROVIDE PEDESTRIAN PROTECTION DURING SIGN ERECTION PER SEC. 3303, CBC.
23. STRUCTURAL ALUM., 6061-T6, Fb=19000. PSI.24. RED HEAD TRU BOLT WEDGE ANCHORS PER ICBO j ER-1372,
INSTALL PER MANUF. SPECIFICATION.
25. HILTI HY 150 EPOXY ADHESIVE PER ICBO 5193 INSTALL PER MANUF. SPEC.
26. DESIGN WIND LOAD MPH EXP. "C".
5/6" 0 HOLE
/2"THK. STL. M. PLATE
W/4- l/2"0 M.B.
TYP.
PBL FACE SIGN ELEVATION
ARCO STATION #5495-X
33466 CROWN VALLEY
ANAHEIM CALIFORNIA
i/2" THK. M. PLATE
3"0 i.D. STD. PIPE
l/2"0 M. B.
(4- TOTAL)
I.D. STD. PIPE
OF
SHEET NO.
DONCO 4 SONS
CLIENT
4-269-X
JOB NO.
DATE:
2/G/04
inland Engineering
And Consulting, Inc.
4883 E. LA PALMA AVENUE, SUITE 501-A, ANAHEIM, CA 92807
Tel: (714)777-7700 FAX: (714)777-7773
EXISTING
6'-7 "
ARCO/AM PM MONUMENT MODEL # 42
CENTER POLE SIGN (E1 AND E2)
PICTURE OF ACTUAL SIGN ON SITE
(E1)
PICTURE OF ACTUAL SIGN ON SITE
(E2)
PROPOSED
REMOVE EXISTING SIGN CABINETS
INSTALL ARCO NEW VISION MONUMENT
TO INCORPORATE NEW ARCO BP IMAGE COLORS & STANDARDS
<
Q_
e>
CO
to #)5 c^- o
o5T- 2:
Qfc.
Occ
<o
SIS
DATE: 02-16-05
REVISION
1
SCALE:
3/8" = 1'
SHEET NUMBER
J_OF_L
J