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SITE PLANTITLE PAGE ANDBYDATE <br />REVISIONS <br />TITLE PAGE <br />PROJECT <br />INFORMATION <br />SCALE AS NOTED <br />SHEET <br />DATE <br />CS <br />CS <br />DRAWING INDEX <br />COVER SHEET (VICINITY MAP, SITE PLAN) <br />WATER <br />SEWER <br />UTILITIES: <br />STORM DRAIN PUBLIC FACILITIES <br />PUBLIC FACILITIES <br />PUBLIC FACILITIES <br />AREAS: <br />PROJECT OWNER <br />DESCRIPTION OF USE <br />PROJECT LOCATION <br />PROJECT DESCRIPTION <br />ZONING DISTRICT <br />PROJECT DATA: <br />MAGDALENA & JUAN <br />STOCKTON, CA 95204 <br />1640 ELMWOOD AVE. <br />RESIDENTIAL <br />R-1-L <br />CONSTRUCTION TYPE VB <br />SPRINKLERS NO <br />APN# 123-232-030-000 <br />1,345 S.F. <br />NEW ENCROACHMENT <br />DRAWING BY: <br />1" = 10'-0" <br />SITE PLAN <br />50.00'PROPERTY LINE <br />100.00'PROPERTY LINE(E) GAS METER <br />(E) 200 amps <br />ELECTRIC METER <br />GARAGE CONVERSION 275 S.F. <br />EXISTING LIVING SPACE <br />EXISTING LOT AREA 5,000 S.F. 50% = 2,500 S.F. <br />TOTAL AREA 1,833 S.F. IS LESS THAN THE 50%, WHICH IS 2,500 S.F. <br />(E) HOUSE <br />ELMWOOD AVE. <br />7-01-23 <br />50.00' <br />PROPERTY LINE <br />VICINITY MAP <br />NTS. <br />NORTH <br />PROPOSED <br />PROJECT <br />LOCATION <br />MADRIGAL <br />STOCKTON, CA 95204 <br />1640 ELMWOOD AVE. <br />(E) ENTRY PORCH 94 S.F. <br />(E) BACK PORCH 119 S.F.100.00'PROPERTY LINENOR <br />T <br />H RODRIGO MENDEZ343 E. MAIN ST STE. 801 STOCKTON, CA. 95202Tel: (209) 518-7164 rmendez0570@yahoo.com(E) DRIVEWAY <br />(E) LANDSCAPE <br />(E) SIDEWALK <br />(E) LANDSCAPE <br />MAGDALENA & JUAN MADRIGAL1640 ELMWOOD AVE.STOCKTON, CA 95204APN # 123-232-030-000NEW ENCROACHMENT PERMIT FOR:(E) ENTRY PORCH <br />GENERAL NOTES: <br />THIS PROJECT SHALL COMPLY WITH THE FOLLOWING <br />CODES: <br />2022 CALIFORNIA CBC, CMC, CPC, CEC, CFC, <br />2022 CALIFORNIA RESIDENTIAL CODE (CRC) <br />2022 CAL GREEN CODE <br />2022 TITLE 24, PART 6 C.C.R. (ENERGY EFFICIENCY <br />STANDARDS). <br />DESIGN CRITERIA: <br />WOOD: 2015 NDS, <br />CONCRETE: ACI-318-08, F'c=2500 PSI <br />DESIGN LOADS: <br />Roof Loads: LL: 20 PSF, TC: 14 PSF AND BC: 10 PSF <br />SOIL DATA: ALLOWABLE SOIL BEARING <br />PRESSURE=1,500 PSF (TABLE 1806.2) <br />REINFORCING: ASTM-615 GRADE 40 FOR NO. 4 OR <br />SMALLER, ASTM-615 GRADE 60 FOR NO. 5 OR LARGER <br /> ALL NAILING SHALL BE DONE PER TABLE R-602.3.1 (N) 1"O WATER LINE(E) 4"O CLEAN OUT <br />GARAGE <br />CONVERSION <br />TO A NEW ADU <br />= 275 Sq.Ft. <br />FOR SEWER CONNECTION <br />TO A NEW ADU <br />34'-6"13'-9"1'-9" (E) <br />SETBACK 15'-4"20'-0"15'-10"6'-4"28'-2" <br />(E) MAIN SEWER 4"O <br />ABS <br />(N) MAIN SEWER 4"O <br />ABS <br />(E) SECTION TO BE <br />REMOVED <br />(E) SIDEWALK