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Home My WebLink About341-2 ci z DO a m ' S I I I GENERAL NOTES I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES NO. 801 AND 862 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C. APPENDIX CHAPTER 33. 2, A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. 3, THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT (1-800-422-4133) 48 HOURS PRIOR TO GRADING, Fsrq 4, DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. aR g 0 5, ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS MERHIU•ORIVE APPROVED BY SOILS ENGINEER. SUM Z 6, A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL G) SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE Z CHARACTERISTICS OF THE SOIL � 7. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY PHASE FOUR A SOILS ENGINEER SHALL HE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO m ISSUANCE OF BUILDING PERMITS. DO B. THE GEOTECHNICAL UPDATE, LOTS 1 THROUGH 100 AND 104 THROUGH 236, TRACT 20705, TUSCANY HILLS, LAKE ELSINORE, RIVERSIDE COUNTY, CALIFORNIA DATED DECEMBER 2, 1998 PREPARED BY GEOSOILS, INC. HALL BE CONSIDERED A PART OF THIS GRADING PLAN AND COMPLIED WITH. TRACT 20705 9, APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. I 10. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 31, THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE, 12, AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES, 13. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING VICINITY M A Pam, OPERATIONS. 14, ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN BENCH MARK NO SCALE EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO, 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.? TEMPORARY BENCH MARK 15. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND TC BCR AT THE NORTHWEST CORNEROF BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY SUMMERHILL DRIVE AND SCENIC RIDGE DRIVE j FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS, ELEV. = 1328.18' LEGEND: 16. APPROXIMATE DATE OF- BEGIN OPERATION - AUG 16,1999 COMPLETION - SEP 16,1999. g 0 C.L. CENTERLINE 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2, PER FOOT 5' MIN R 5' MIN IOW PAD ELEVATION n < FOR A MINIMUM OF 3', THEN 1% (MINIMUM) TO FLOWLINE OF EARTH SWALE. B.S.L. BUILDING SETBACK LINE 3' MIN. 2' MIN,2' MIN, 3' MIN. � � PAD ELEVATION 18, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% DRAINAGE IF CUT OR FILL F.L. FLOW LINE 1 2 �1 12' MIN 7' MIN. EXTRA HEIGHT OF FOOTING TO ? Z IS LESS THAN 10', AND 2% IF CUT OF FILL SLOPE IS GREATER THAN 10'. DRAINAGE SWALES ` Ai 3' MIN, 4' MIN, SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. F.G. FINISH GRADE ,:_y 21iMZMP BE DIMENSIONED ON PLANS MUDSILL 19, PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. F.S. FINISH SURFACE FLOWLINE OF SWALE 6' MI . COMPACTED DO BLDG. PAD ELEV, BERM ! a 20, THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT TO F.F. FINISH FLOOR SECTION A-A e�REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. !� MIM NPDES PERMIT NO.- 4-19S309468 DATE PERMIT ISSUED, AUGUST 03,1998 G.F. GARAGE FLOOR Mqk 6'- 12' 21, A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING P.E. PAD ELEVATION PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS H.P. HIGH POINT SECTION C-C REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY FUT. FUTURE CONSTRUCTION rH CONSTRUCTION / GRADING. L.P. LOW POINT 23. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE ROUND OFF TOP PROPOSED 5' MIN. OF BEGINNING GRADING OPERATIONS. PROP. 'nil LB HIGH I `� 24, FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE 2% MIN 1% POI , LAYER A,S,T,M, D-1557-70 TEST METHOD. 33-- EXISTING CONTOUR a 12' MIN. ABOVE ELEV. IN? R/W 17' MIN. GARAGE 25, FILL AREAS SHALL HE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED, AND INSPECTED BY THE 45, DRIVEWAY GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. —33— FINISH GRADE CONTOUR SECTION B-B 26. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED L J L J 0,57. - 15% MAX. DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY'S WORK. XLF 1DY MP D� NOTE- DEPRESSED CURB DRIVEWAY APPROACH PER, STREET 9 EARTHWORK ESTIMATE- IMPROVEMENT PLANS. I bz SECTI❑N D-D g n CUT, 1100 CYS FILL, 1100 CYS ' �Z D. Lynn Parker, P. E. QEs:�W` CURB D Consulting Civlt Engineer. • �� PLAN VIEW 4 GO 4 24 a P. 0, Box 4434 Crestl No.lne, CA 92325 1 370 Ph. (909) 338=5�04 Fax (909) 338-4695 41 3-3103 7 8 `?y C I V 3' SITE CONDITION RESPONSIBILITY APPR ED �f'OF CALTHE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 8 9 RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF YNN PARKER R,C.E, 29570 EXP, 3/31/03 CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUALLY LIMITED AND NOT BE TO NORMAL WORKING HOURS; AND THAT THE FIELD BOOK REF. REVISED DATE: CONTRACTOR SHALL AND HOLD THE OWNER AND THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE GRANITE HOMES M ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND II PRECISE GRADING PLAN 07/16/99 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT STATE LAWS, AND A PERMI T CAN BE ISSUED, CITY 0 F L A K E E L S I N 0 R E EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF j T U S C A N A PHASE FOUR DRAWING NAME: THE OWNER OR THE ENGINEER. 2955 E MAIN ST. #210 130 SOUTH MAIN STREET 'l� ^ IRVINEI CA. 92614 LAKE ELSINORE, CA 92530 TRACT 20705 TUSCANA4.DWG r 1f1 (949) 150-9229 LOTS 129-135,149-152 RAYM4ND G'DONNELL R.C.E. # 26603 MARK REMSIONS APPR DATE SHEET 1 OF 2 rK`.