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HB G E RSR MASONRY WALL CONCRETE WALL PROPERTY LINE TOPOGRAPHY SETBACK GAS BIB HOSE BIB GAS METER | GAS LINE ELECTRICAL SERVICE | ELECTRICAL LINE EASEMENT WATER METER | WATER LINEW E G G E W 00 COMM SERVICE | COMM LINEC C 1. THE SITE SHALL BE FULLY FENCED PRIOR TO THE START OF CONSTRUCTION 2. ALL ON-SITE LITTER AND DEBRIS SHALL BE COLLECTED DAILY 3. CONSTRUCTION WORK SHALL OCCUR ONLY BETWEEN THE HOURS OF 7:00 A.M. AND 6:00 P.M. ON MONDAY THROUGH FRIDAY, BETWEEN 9:00 A.M. AND 5:00 P.M. ON SATURDAY, WITH NO WORK OCCURRING ON SUNDAY AND HOLIDAYS 4. MATERIAL STORAGE ON PUBLIC STREETS SHALL NOT EXCEED 48-HOURS PER LOAD 5. STREETS AND SIDEWALKS ADJACENT TO JOB SITES SHALL BE CLEAN AND FREE OF DEBRIS. 6. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS BEFORE STARTING WORK. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE PAVEMENT MEETS BUILDING, WALLS, CURBS, AND OTHER PERMANENT STRUCTURES. 8. REFER TO CIVIL DRAWINGS FOR GRADING, DRAINAGE, UTILITIES AND PUBLIC RIGHT-OF-WAY IMPROVEMENTS. 9. REFER TO LANDSCAPE DRAWINGS FOR HARDSCAPE, PLANTERS, AND SITE FURNITURE 10. SEE CONSTRUCTION PLANS FOR WALL SCHEDULES 11. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.) UNLESS OTHERWISE NOTED. 12. DO NOT SCALE FROM DRAWINGS. 13. ANY INCONSITENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. AN APPROVED SEISMIC SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 15. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 16. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. 17. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. 18. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. 19. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS. 20. PROTECT IN-PLACE ALL SURVEY MONUMENTS AND PROPERTY CORNER MARKERS. 21. GC TO VERIFY THAT (E) SEWER LATERAL IS IN GOOD WORKING ORDER, PROVIDE SEWER CAMERA INSPECTION IF REQUIRED TO BE REPLACED. GC TO PROVIDE NEW LATERAL WITH EITHER BACKFLOW PREVENTION DEVICE OR CLEANOUT ON-SITE. CL CL (E) MAIN OFFICE BUILDING 3 A1.00 2 A1.00 NEW CMU WALL 317' - 6" NEW CMU WALL 26 1 ' - 5 " NE W C M U W A L L 16 ' - 8 " (E ) G A R A G E B U I L D I N G COLOMBINE AVE MA P L E A V E 30' - 0" 30 ' - 0 " (E) GRADE TO REMAIN (E) CMU SITE WALL TO REMAIN P/L, TYP. (E) GRADE (N) CMU SITE WALL, FINISH AND ELEV. TO MATCH (E). REF. 7/S-0 FOR STRUCTURAL DETAILS P/L, TYP. N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER STRUCTURAL ENGINEER OTHER CONSULTANT CIVIL ENGINEER LANDSCAPE ARCHITECT COLUMBINE AVE. MA P L E A V E . (E) OFFICE BLG GARAGE 4/ 1 0 / 2 0 2 5 1 : 5 9 : 1 0 P M Au t o d e s k D o c s : / / S o C a l G a s - S a n t a A n a B a s e / S o C a l G a s - S a n t a A n a B a s e . r v t As indicated24021 A1.00 SOCAL GAS -SANTA ANA BASE 301 E COLUMBINE AVE SANTA ANA, CA 92707 Approver SITE PLAN SOCAL GAS SITE WALL PERMIT 3/64" = 1'-0"1OVERALL SITE PLAN KEYNOTESLEGENDSHEET NOTES 1/2" = 1'-0"2EXISTING CMU PROPERTY WALL 1/2" = 1'-0"3PROPOSED CMU PROPERTY WALL ISSUE RECORD ∆ DATE REASON FOR ISSUE BY