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APN OVERALL SITE NOTES BUILDING CODE PROJECT LOCATION SN11- 213-090-30 ALL WORK SHALL CONFORM TO THE FOLLOWING SCOPE OF AG BARN LUCERNE AVE O APPROX. PROPERTY LINE / CODES - AS APPLICABLE: WORK 3.57 ACRES RIGHT-OF-WAY (TYP.) 2022 CALIFORNIA BUILDING CODE (CBC) SQUARE 2,400 SF 2022 CALIFORNIA RESIDENTIAL CODE (CRC) FOOTAGE a 2022 CALIFORNIA MECHANICAL CODE (CMC) ALLOWED 18,000 SF PER CBC TABLE 2022 CALIFORNIA PLUMBING CODE (CPC) FLOOR AREA C102.1 a� 2022 CALIFORNIA ELECTRICAL CODE (CEC) PROPOSED PROPOSED BARN EXISTING GROUND _� 2022 CALIFORNIA ENERGY CODE (CEC) HEIGHT 19 FT f FF - 15.0 = ELEV 14f 5C5, - EASEMENT 2022 CALIFORNIA GREEN CODE (CGBSC) (NAVD 88) 5' 1RR1GNloA NCCESS / 6s, ( ) HT/ NSF- 2022 CALIFORNIA FIRE CODE CFC ALLOWABLE 55 FT PER CBC TABLE C102.1 pANAL BLVp OFFS AND FIRE CURRENT VERSION OF LOCAL ORDINANCE CODE(S) NOT REQ'D SPRINKLERS 10p THIS DRAWING DOES NOT REPRESENT ANY LEGAL OCCUPANCY GROUP U rn \� 9I SURVEYS AND IS FOR EXHIBIT PURPOSES ONLY. TYPE OF � \ APPROXIMATE LOCATIONS ARE REPRESENTED FOR II_B CONSTRUCTION �= UNDERGROUND AND ABOVE GROUND FACILITIES. - SCALE BAR (E) DOMESTIC WELL ALL FEATURES ARE EXISTING UNLESS OTHERWISE EXTERIOR WALLS 0 „ APPROX. LOC. �� NOTED AS PROPOSED. FIRE-RESISTANCE REQUIREMENT 0 1 FIRE RATING I-205 ti O Q PER CBC TABLE 601 0 25mm � NO ROAD IMPROVEMENTS OR "OFFSITE" AND CBC TABLE 705.5 TRACY IF THIS BAR IS NOT FIELD-VERIFY SETBACK \ ® J IMPROVEMENTS PROPOSED FOR THIS PROJECT. MEANS OF N AS SHOWN, ADJUST \ / SCALES ACCORDINGLY FROM EXISTING SEPTIC � \ J BUILDING AND SITE DATA ARE APPROXIMATED EGRESS NOT REQ D PER CBC 1008.2 N I IN � \ / FROM ON SITE MEASUREMENTS AN TH R VICINITY MAP LEACHL E � \ 0 O S E D OTHER EXCEPTION 1 o \\\ ILLUMINATION� ,yy RECORD DATA. NOT TO SCALE 2025 COPYRIGHT BY NO WELLS OR UTILITY EASEMENTS PROPOSED FOR EXIT SIGNS NOT REQ D PER CBC 1013.1 JTOSTE ENGINEERING \ THIS PROJECT. EXCEPTION 3 THIS DRAWING AND/OR //(E) RES. h DOCUMENT SHALL NOT BE so' WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE EXITS ONLY ONE REQ'D PER CBC ALTERED, REPRODUCED, C FR fH. a� OVER SCALING FROM THE DRAWING. DO NOT TABLE 1006.3.4(2) PROPERTY DATA CHANGED, TRANSFERRED, SCALE DRAWINGS. NOTIFY ENGINEER OF RECORD 2400 SF 300 SF OCC = OR COPIED WITHOUT b IF NEEDED. OCCUPANT / / JOAQUIN GARCIA WRITTEN CONSENT FROM LOAD 8 OCCUPANTS - NO SPECIAL JTOSTE ENGINEERING. CONSTRUCTION MAY NOT START UNTIL BUILDING REQUIREMENTS OWNER 6185 LUCERNE AVENUE UNAUTHORIZED USE OF CA 95304 PERMIT(S) HAVE BEEN OBTAINED. MAX. EXIT TRACY, THIS DRAWING AND/OR 100 FT PER CBC TABLE 1006.2.1 408-644-8981 DOCUMENT BY A THIRD N(F- (E) SEPTIC PER WHERE UNDERGROUND AND/OR SURFACE DISTANCE PARTY WILL HOLD JTOSTE OFFS E.H. RECORDS FEATURES ARE SHOWN, THE LOCATIONS, DEPTH, JURISDICTION SAN JOAQUIN COUNTY ENGINEERING HARMLESS. AND DIMENSIONS ARE BELIEVED TO BE ZONING AG REASONABLY CORRECT, BUT NOT GUARANTEED. SITE AREA 3.57 ACRES 3g SUCH FEATURES ARE SHOWN FOR INFORMATIONAL � PURPOSES ONLY AND SHALL BE FIELD-VERIFIED LOADING CRITERIA APN # 213-090-30 BY THE OWNER AND/OR CONTRACTOR. 6185 LUCERNE AVENUE THE APPROXIMATE BOUNDARY INFORMATION ROOF DEAD LOAD 2 PSF SITE ADDRESS TRACY, CA 95304 Q SHOWN IS BASED UPON LOCAL JURISDICTIONAL ROOF LIVE LOAD 20 PSF / WATER DOMESTIC WELL G.I.S. DATA AND READILY AVAILABLE PARCEL FLOOR DEAD LOAD N/A Know whatsbelow. MAPS. ENGINEER OF RECORD IS NOT SEWER SEPTIC Call before you dig. Q RESPONSIBLE FOR PROPERTY LINE AND FLOOR LIVE LOAD N/A GAS LPG TANK .9 WIND LOADING RIGHT-OF-WAY LOCATIONS. OWNER SHALL RETAIN A LICENSED LAND SURVEYOR TO VERIFY ELECTRIC PGE c,\ PROPERTY LINE DATA IF SO NEEDED. SPEED DESIGN WIND g5 MPH O �S A CHEMICAL TOILET IS REQUIRED ON-SITE OFF j DURING CONSTRUCTION UNLESS OTHER FACILITIES RISK CATEGORY I ARE PRESENT. I WIND EXPOSURE C PROJECT TEAM a \ -jyI I` INTERNAL PRESSURE H J 2 COEFFICIENT 0.18 JTOSTE ENGINEERING LW W C&C VELOCITY JASON A. TOSTE m:NiPRESSURES 17 PSF t ENGINEER OF RECORD 3667 ROBERTS ROAD, CERES, CA 95307 V Q 41 SEISMIC LOADING 209-535-8027 RCE 77353 RISK CATEGORY IUj V IMPORTANCE FACTOR 1 JSS SYSTEMS LLC V STRUCTURAL SUKHDEEP NAGRA w C)cr > ro0o SS 1.13 DESIGN 302 E. MARY LANE, TROUP, TX 78789 U-1 Q LO rn ,90- \ FEMA FLOOD ZONE AE RCE 84908 W Q cr z Q � o 04 1 Si 0.34 C~JZ �Oi�io � � FF Sps 0.97 FC STEEL STRUCTURES m a- cr U I O (ENTIRE EXTENTS OF THIS MAP) BUILDING 1445 BUTTE HOUSE RD, UNIT C x CD Q U co Q S 0.6 mQ — o > BFE = 22 SDC D SUPPLIER YUBA 9 95993 x J UQ 0 L o FIRM MAP # 06077CO595F a LoCIV a EFFECTIVE 10-16-2009 SITE CLASS D o 00 ~ / a SEISMIC FORCE RESISTING SYS. L.F.R.S. �, R 3.25 PROJECT SHEET SET ` co REDUNDANCY FACTOR 1.3 SHEET NO. DESCRIPTION O O ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 1 SITE PLAN Z PO 00 ' PROCEDURE 2 NOTES IL 0 Uj I SOILS f�yy Q PO SOIL BEARING CAPACITY 3 ELEVATIONS 0 L0 ASSUMED PER CBC 1500 PSF 4 FLOOR PLAN W ,, TABLE 1806.2 5 DETAILSF in N Ld 0 \ W N Q S-1 ELEVATIONS & SPECS THIS SITE IS LOCATED WITHIN FEMA FLOOD ZONE AE WITH S-2 ELEVATIONS & FRAME 0 Z U OF 1 BASE FLOOD ELEVATION OF 22 FEET (NAVD 88). .. O 2 FLOOD INSURANCE RATE MAP PANEL 0595F S-3 FOUNDATION PLAN 0 0 Q MAP NUMBER 06077CO595F L9 Q d EFFECTIVE DATE 10-16-2009 a S-4 FRAME ELEVATIONS p Z W 0) BUILDING W/ FLOOD DAMAGE RESISTANT MATERIALS & S-5 FRAME WALLS Z W `- ENGINEERED FLOOD VENTS - HYDROSTATIC LOADING N A. N NSF. / S-6 LEAN-TO FRAME WALLS W W �3 SEE BUILDING DESIGN DETAILS & FEMA FORMS PROVIDED TO ~ / OFF PUBLIC WORKS DEPT. LW O m oil 0 I HAVE REVIEWED AND ACCEPTED THE ABOVE DESIGN DRAWINGS �I r., Z LUCERNE q SURVEY DATA BY OTHERS, FOR CONFORMANCE WITH THE OVERALL DESIGN. � coQ VENUE � ELEVATION DATA SHOWN IS ESTIMATED BASED ON C.I\ ssf NEARBY PROPERTY FIELD SURVEYS PERFORMED OFFS IN 2024. ELEVATIONS WILL BE VERIFIED UPON 6-29-2025 SIGNED DATE 00ESS/py FINAL ELEVATION CERTIFICATE. q�F BENCHMARK: �,��, o�P�,B RTOTo y� �S CITY OF TRACY BENCHMARK "2081" JASON A. TOSTE, RCE 77353 OFF �SN�� © WESTERLY RETURN OF PESCADERO AVE & OFF N PARADISE AVE ENGINEER OF RECORD ' r No. 77,3 v ELEVATION = 26.83' CIVIL NAVD 88 f. qTF of CA��F�� i SIGNED: 6-29-2025 SHEET SITE PLAN0 50' '°°' � 1 OF 11