HomeMy WebLinkAboutPS 90-12; Calavera Heights; Sign Permits/Programs (PS)City of Carl sbad 2075 Las Palmas Drive Carl sbad, CA 92009 (619) 438-1161 SIGN PERMITS
DATE
APPLICANT MUST SUBMIT THREE (3) SETS OF SIGN/SITE PLANS.
PLANNING CASE NUMBER: 90- /2- DATE OF SUBMITTAL: 1-2fg- 70"
SIGN TYPE: (a) Commercial -- (b) Industrial (c) Res i dent i a1 (e) Real Estate (e) Freeway ( f) Marquee (9) Community identity (h) Service Stn. Prices- (I) Campaign
SIGN PROGRAM AND/OR -
SPECIFIC PLAN CRITERIA: Yes X NO .- SPECIFIC PLAN NUMBER 'yy\45$C hv
VILLAGE REDEVELOPMENT AREA Yes No - **REQUIRES VR APPROVAL
. .- ca bacn tt -, Ilr
SIGN ORDINANCE: - Yes J NO
COASTAL ZONE: -. Yes No x /COASTAL PERMIT Yes No x
EXISTING SIGNS: TvDe " Number
(a) Pole - 0-
(c) Wall b
- (b) Monument 0 -
"
PERMITS ISSUED FOR EXISTING SIGNS: 44 Yes
BUILDING FRONTAGE: (Building street frontage) h(h- ft. EXISTING SIGNS (SQ. FT.): sq. ft. REMAINING SIGN ALLOWANCE (AT PRESENT): 200 " sq. ft;
PROPOSED SIGN:.. " 7s sq. sq. ft.
REMAINING SIGN ALLOWANCE (AFTER THIS SIGN): -s sa sq. ft. -
" -
PLANNER CHECK LIST:
-. ..
"
anner. I
d2. Within maximum length, area. i ,3. Style consistent with Specific -Plan criteria, if applicable. I
Y4. Location: In right-of-way "
- i- In visibility triangle at corner -
On roof-
visibility issues.
-
-5. Pole "and monument signs to be checked .by Bob Johnson, Traffic Engine fop -
" -
APPROVED: P1 anner: Date: 31 G/ 70
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CITY OF CARLSBAD
1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008
438-5621
ACCOUNT NO. DESCRIPTION I AMOUNT
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A PLANNED COMMUNITY IN CALAVERA HILLS CI
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IIATE: Ol-Mar-90 JOB Calnvera Heights' SEI SPIN UIEGO SHEET Sign 3933 HARNEY ST? SUITE 202 1 San Diego, Crt 92110
BY: "A~..L No 99 -98 (619) 543-1222 of y
""""""""""""""""""""""""""""""""""""~""" .........................................
CLIENT: Motivational Systems PRESSURE TREAT uaou IN CONTACT
CODE : 15'88 UBC WITH EARTH OR CONCRETE
LOCATION: Curlsbsld? CA
WIND t Basic Wind = 70 ntph
Exposure = C
qs = 13 psf
cq = 1*4
Design Wind Pressures:
0 '- 20' 21+8 psf 20 " 40' 23+7 PSf- 40 '- 60' 27.3 pSf 60 "100' 29*1 psf 100 "150' 32+8 pSf
-2 x 4 /EL47 e 24 %.?A
bOU6LdS F/& #2
3 -/6 TYfb
5- 4 x 10 bDLIGCR$t5//2*/
,.
................................. 2' - 0 ' DIAM X 5 ' - 6 DEEP
*********0***********************
COLUMN .
UOUGLAS FIR NO+ 1
*************Yl******************
*********#*********************** S = 6377 X12/(1+33X1200)= 47*8 @ 0+0 FT 4' X 10' WOO11 POST, D+F+ #l
STRINGERS
SFAN LENGTH = 6.50 FEET
CANTILEUER LENGTH = 2*75 FEET
SPACING = 2+00 FEET
GRADE = NO, 2 DOUGLAS FIR *
SPAN MOMENT = 21 +8 X 2 X 6+50"2/8 = 231 FT LB
CANT, MOMENT = 21t8 X 2 X 2+/& L/2 = -=A3 165 FT LH
TRY 2 ' ~4 '
fb = 231 X 12 / 1.31 = 2113 PSI
Fb = 1450 X le10 X 1+33 = 2127 PSI, O+K* ..............................
2' ~4' DOUGLAS FIR NO 2 ..............................