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Home My WebLink AboutPS 97-107; Ocean Crest Apartments; Sign Permits/Programs (PS)r- - City of Carlsbnd 207s Las Palnias Drive Carlsbad. CA 92004 (760) 438- 1 16 1 PLANNING APPLICATION q? d 107 REC'D BY. REVIIEW FOR SlGN PERMIT Planning Oepartment All plans submitted for sign peniiitdsign profyams slrall consist c>f a minimrim of a site plan arid sign elevations containing the following infopnqtion: 1. North urow and scale. c 2. Location of existing huildings or structurcs. parking arcas. and vchicula access points IO the property. Location of all existing attd proposed signs for the property Distance to the property line(s) fdr all proposed freesunding si&n(s). Provide an elevation fnr all prcyxxed sign(c) mhich cpecifier; the fclllnwing: A. Dimensions and area for ail existing and proposed stgn(s). B. Materials the sign(s) will be constructed of. C. Proposed sign copy. 3. 4. 5 APPLICANT MUST SUBMIT TFJREE (3) SETS OF STGNlSTTE PLANS, A COMPLETED APPLICATION FORM, AND THE APPLICATION FEE. The application mrrst he ~iibrnitted prinr tn 4:OO pm- Average pmcessing Time, 3. weeks NAME OF PROJECT- ASSESSOR PARCEL NUMBER: (COT * - qq __-* O0 RELATED PLANNING CASE NUMBER(S): SIGN TYPE: (a) Commercial (b) Industrial (c) Residential (d) Real Estate (e) Freeway (8) Community identity {h) ServiceStn Prices (i) Campaign SIGN PROGUM AND/OR SPECXFTC PLAN CRlTERlA Ycsn ru'o Spccifk Plan Nombcr VILLAGE REDEVELOPMENT AREA Ye,sU No 0 Requires VR Approval SIGN ORDlNANCE: Yesn ~n. COASTAI, ZONE: EXISTlNG SIUNS: lype Number Size (In Square Wet) (a) Pole / T LEPHO 7 lq-57Y- qsax23Y, CITY A'NXS STATE ZIP TELEPHONE MJIJE, CA - m- 4zg i CERTIFY THAT I AM THE LEGAL OWNER AND THAT ldkV/Jd. I cEmd THAT^ AM THE REPRESENTATIVE OF THE I (b) Monument ONE 3'6" x 12' / I ALL THE ABOVE INFORMATION IS TRUE AND CORRECT TO THE BEST OF hZY KNOWLFmE IC) Wall v LEGAL O\WER rWD'I%AT ALL THE ABOVE INFORMA- 'rioN is TRUE AND CORRECT TO THE REST OF MY K V~~W'Im.lGE. PERMITS ISSUED FOR EXSTmG SIGNS: Yes 0 Nu Tz] Date SIGNATURE DATE TOTAL BUILDING STREET FRONTAGE fi. TOTAL SIGNAGB ALLOWANCE sq. ft. REMAINING SIGN ALLOWANCE AT PRESENT Qcmd sq. n. REMAINING SlGN ALLOWANCE AF'CER PROPOSED SIGN *-- sq. ft. EXISTXNG SIGNAGE (SQ. FT,) * 7'4 $3 sq. ft. PROPOSED SIGNAGE (SQ. FT.) . 74.m sq. ft. b SIGNATURE DATE I OWNER -1 APPLICANT PLANNER CHECK LIST: 1. Field check by pIanticr. 2. Within mmiinum length, area. 3. . In right-of-way 4. Location: '*' *:* *:. On roof n Style consistent with Sign Program and/or Specific. Plan criteria, if applicable. 111 visibility triangle at corner 5. Pole and monument signs to be checked by Bob Johnson, .lfaffic bngineer. for visibility issues. 6. When approved route APPROVED: Planner: Dare.:_ ************t**t**t*ttttt**tt****t***** Form 10 09/97 Page 2 of2 51-7 'I 4 112' SCALE B/F INVERT-BLASTED TILE MONUMENT I.D. W/ TWO TONE STUCCO-COATED STRUC. COLORS PER POST-MOUNTED I.D. COLOR OF TILE DUE TO AVAILABILITY. 1 REVISION y4 iCALE NOTED 'MS # NOTED OB NAME ICEAN CREn Am. ALES REP. MO ESIGNER ,n ... . ~ 6' x 13'-7" -h ' "THE CROSS cor ;ING" JCRE APT STRUCTURAL ENGINEER 1967 ROSEMARY PLACE COSTA ME% CA 92627 TE 'S. . BLK. MONUMENT SIGN BY SX~~CQRONA, CA. OUTDOOR DIMENSIONS lObh-tt-qq7 - _. Date: 4-97 wed by: ~ -, -t----r e-- v14) 548-71 44 I 7 - 7------- I-- -*- -. NOTES: .. . -. . I 1. / 2. .. .__ . 3. 4. .. t' I. . 5. f+ 1 ALL MATERIALS AND WORKMANSHIP TO CONFORM 1994. I UNIFORM BUILDING CODE. I ,II, ? i I 1- - I .i WIND LOAD = 18.7 PSF PER 1994 UNIFORM BUILDING'CODE. HEIGHT TO CENTER OF SIGN I5 FT. i I 1 t -- p = cecqqs - I C,= 1.06 EXPOSURE 'C' (TABLE 16-G) t C, = 1.4 (TABLE 16:H) *-. I q, = 12.6 PSF - BASIC WIND @ 70 MPH (TABLE 16-F) i 1 - - - -. .- - P = 1.06 X 1.4 X 12.6 = 18.7 PSF .: . .. . . . . ._ W . . . . . . - .. . - C.K. ALLEN Jr. UCIURAL ENGINEER 1967 ROSEMARY PLACE COSTA MESA. CA 92627 (714)548-7144 Designed by: at -- --. I L I& -7" a a ELEVATION C.K. ALLEN Jr. RAL ENGINEER 1967 ROSEMARY PLACE COSTA MESA. CA 92627 (714)54&7144 SECTION @ SECTION @ C.K..AU+N Jr. STRUCTURAL ENGINEER 1967 ROSEMARY PLACE COSTA MESA CA 92627 (714)548-7144 I Job # : - A c Date: 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. . ^. 1444 2. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFOfiM TO THE 484 UNIFORM BUILDING CODE. . - ._ 3. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE I - - - . - - - -" - -- - - 'STARTING WORK. - 4. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTlON MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECTENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECTIENGINEER DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT/ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTEft COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSlSnNG IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WTH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S CONSTRUCTION. -PERFORMANCE AND SHALL-NOT BE CONSTRUED AS SUPERVlSlONS OF - 5. 6. 7. 8. 9. NOTES AND DETAILS ON DRAWNGS SHALL PRECEDENCE OVER THESE GENERAL NOTES. ALL CEMENT, AGGREGATE, RElNFORClNG STEEL STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED THE ARCHITECTENGINEER UPON REQUEST. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS. CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LABORATORY FOR ALL FIELD WELDING AND CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI OR GREATER - FOUNDATIONS SHALL BE OF THE SUE AND TYPE INDICATED ON THE DRAWINGS. C.K.,ALLEN Jr. SIRUCIIJRAL ENGINEER 1967 ROSEMARY PLACE COSTA MESA CA 92627 (714)54&7144 ~ -- - -- .- -_ _-_ __ - - __ __ - - _-. - __ - . -. 10. ALL EXISTING FILL SOIL AND DISTURBED NATURAL SOILS ARE TO BE EXCAVATED AND REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOILS ENGINEER. 11. ALLEXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS ENGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. 1 '4' 12. FOOTINGS ARE TO BE CARRIED A MINIMUM OF W INTO FIRM UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL 13. DESIGN BEARING PRESSURE IS 1000 PSF WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 14. DESIGN LATERAL BEARING PRESSURE IS 250 PSFlFT WITH A 33% INCREASE FOR SEISMIC OR WND LOADING AND A 200% INCREASE FOR ISOLATED POLE TYPE FOOTINGS. - - __ - - . - - - - -- - - -_ I _- -_ __ 15. DESIGN COEFFICIENT OF FRICTION IS 0.35 WITH A 33% INCREASE FOR SEISMIC OR WIND LOADING. 16. U, ET** I" -- - _- - I_ - ---------Ir -- -. 17.AGGREGATES FOR CONCRETE SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. ** 18. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPkESSlVE STRENGTH OF 2500 PSI - - --I------- -- - -_ - -- - I - __ AT 28 DAYS. -- 19. LAP ALL BARS IN CONCRETE A MINIMUM OF 36 BAR DIAMS. (2'4" MINIMUM) AT ALL SPLICES AND LAP ALL BARS IN MASONRY A MINIMUM OF 48 BAR DIAMS. (2'4" MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. 20.SPUCES OF HORLZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED. 21.DOWELS FOR WALLS SHALL BE SAME SEE AND SPACING AS THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. i C.K., ALLEN Jr. RAL ENGINEER 1967 ROSEMARY PLACE COSTA MESA CA 92627 1114)54&7144 .... ... .I. . . .. - .-. -_ _._ .._ -. -.. ..... 22. MINIMUM CONCRETE COVERAGE: THE FOLLOWNG MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: SLABS ON EARTH......................................................................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED ................................................................. 2" CONCRETE BELOW GRADE, UNFORMED (POURED AGAINST EARTH) ................... 3" 23. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. 24. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. 25. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12.1 USING PROPER LOW HYDROGEN ELECTRODES. 26. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE I OR -I II, LOW ALKALI. 27. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N-ll WTH A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI. . .I 28. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS. 29. ALL REINFORCEMENT, BOLTS, ETC. IN MASONRY SHALL HAVE A MINIMUM GROUT COVERAGE OF 314". 30. MORTAR SHALL CONFORM TO ASTM C270, WE 'S' AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI AND MIXED IN THE PROPORTIONS OF 1 PART PORTLAND CEMENT TO 112 PART LIME PUlTY TO 3 PARTS OF SAND. NO PLASTlC CEMENT PERMITTED. * 31. GROUT SHALL AITAlN A MINIMUM COMPRESS& STRENGTH OF 2000 PSI AT 28 DAYS AND SHALL BE MIXED IN PROPORTIONS OF I PART PORTLAND CEMENT TO 1/10 PART LIME PUlTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL. 32. L P. 33. & 34. AGGREGATES FOR MORTAR AND GROUT SHAU BE NATURAL SAND AND ROCK CONFORMING TO ASTM C-144 AND C404. C.K. ALLEN Jr. 1967 ROSEMARY PLACE COSTA MESA. CA 92627 umruu ENGINEER (714)54&7144 C.K. ALLEN Jr. STRUCTURAL ENGINEER 1967 ROSEMARY PLACE COSTA ME% CA 92627 pl4) 548-71 44 I _. . . Job X :--- tW97 Date: -- Designed by: SbefAl - nf -- -. -_ i l- 54" ~~~ 39"R. Q,D, PROVIDE TILE FACE ONLY II I- CAP & TRIM BY O.D. MADE OF 2# FOAM MITTER & INSTALL ON SITE TYP. ALL BASE WRAP / TRIM TYP.'l"TH I I I I/ 67" , 61" I 16" DOUBLE FACE INVERT-BLASTED TILE MONUMENT I.D. COLOR OF TILE DUE TO AVAILABILITY. 1/2" SCALE 9"APPROX. CLR. FROM END TYP.