HomeMy WebLinkAboutPS 90-105; Aviara Kiosk Program Location No. 5; Sign Permits/Programs (PS)City of Carl sbad 2075 Las Palmas Drive - Ca+l sbad, CA 92009 . (619) 438-1161
- SIGN PERMITS
SIGN 40 -=)t75
REC'D BY f 6
OATE 4-2 (6- 48
SIGN FEE -0 q2n
-- SIGN PROGRAM FEE $150.00 -
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RECEIPT NO. /61348 .
.APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS. - -
-NAME OF PROJECT: m K wdk /rn m"+ -
- Average processing-lime: 2 weeks - -
t -
-.
ADDRESS OF PROJECT: +$"m -
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NAME AND PHONE NUMBER OF APPLICANT: fi&VGhfhd<~~~ (A* T bo L, &'4flf#
PLANNING- CASE NUMBER:
SIGN TYPE: (a) Commercial -~(b) Industrial (c) Residential
90" 4/7L/+ c/e - ."
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(e)- Real -Estate (e) Freeway (f) Marquee - -
~ -- (9) Community identity - . (h) Service Stn. Prices (I) Campaign -- - - SIGN- PROGRAM AND/OR
SPECIFIC PLAN CRITERIA: Yes No " SPECIFIC PLAN NUMBER
VILLAGE REDEVELOPMENT AREA Yes No - **REQUIRES VR APPROVAL
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COASTAL ZONE: Yes - No "/COASTAL PERMIT- Yes No- -
- - EXISTING SIGNS: - TvDe.~ Number Size -
.-(a) Pole
( b) Monument
(c) Wall
- - - - ..
PERMITS ISSUED FOR EXISTING -SIGNS: Yes No date .-
-.
BU-ILDING FRONTAGE: (B-uilding street frontage) 4 ft . -
EXISTING SIGNS (SQ. FT.):. REYAINING- SIGN ALLOWANCE .-(AT PRESENT) : - sq; ft.
REMAINING SIGN ALLOWANCE (AFTER THIS SIGN): . sq. ft. -
. .. sqI ft.
PROPOSED SIGN: @a sq. ft.
- " - PLANNER CHECK LIST:
"
-1. Field check by planner.
.~ -
- 2. Within maximum length, area.
3. Style consistent with Specific Plan criteria-, 4f applicable.
4. Location:. In right-of-way
In visibility triangle atcorner. On roof - -
5. Pole and monument signs to be checked by Bob. Johnson,- -Traffic Engineer, for
- visi-bil-ity issues.
APPROVED: Planner : I Date:
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" -, '.
x YJ Slln Diego, C!A 92110
-BY: "
""""" No t . 9Y -113 (619) 543-1222-
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Design
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(E; 22-Jan-91 .-!OB Avil-Jra Wrought SEI SAN DIEGO SHEET
Iron Sign 3935 IIIJrney St,. ,Suite 202 .2 i
No 9? -113 -. - "(619) 543-1222 of
Sl3.n Diegor CA 92110 E{Y : """""
.AREA - FORCE - ARM MOMENT
points " 012 4 7,133: . 29
net signs 1513 334 .- 3.30 ll@l
4 poles e + 8 127 3.88 49 2
I-IEIGHT
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Last Rev 22-Jan-91 ..
Wind Uclld Loud Live Load
,. Total Shear = 467 to0 Lb 0.90 Lb 0.00 Lb
Axi 111 Load = otoo Lb 417.0.0 Lb . 0 t 00- Lb
Moment = - 1636,OO Ft-Lb 0 t 00 Ft-Lh 0 e00 Ft-Lb
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