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Home My WebLink AboutLot 10-13 Precise GradingI '.' PRECISE GRADING PLAN Y -7 ITE TRACT ,NO. 23173 1.ANID -2 AILRANCHPKWY COUNTY OF RIVERSIDE, CALIFORNIA VICINITY MAP � N.T.S. PROJECT SITE \ PNS 87 7 �y r 6E Q� 67 �./ 68 v / �`�_ 69 , 70 71 / 'v 72 �J 73 / 31 103 LEGEND- T.C. TOP OF CURB -5-- SEWER LATERAL F.L. FLOW LINE F.S. FINISH SURFACE � GF=1147.4 GARAGE FLOOR ELEV FF=1 1 14.8 FINISH FLOOR ELEV. PAD= 1147.4 PAD ELEVATION 10 LOT NUMBER EXIST. 2:1 SLOPE (UNLESS OTHERWISE NOTED) -0.35' DEEPENED FOOTING FLOW LINE PROP. FENCE. BENCHMARK DESCRIPTION- ELEVATION: 1230.562' DATE: 9-73-82 RIVERSIDE COUNTY DESIGNATION: T-27-81 STAMPED ON 2 & 1/2" BRASS DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, 3 FEET SOUTH OFA 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF PP #1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF MONUMENT. Underground Service Alert Cali: TOLL FREE 1--800 `' dI 422--4133 TWO WORKING DAYS BEFORE YOU DIG INDEX MAP_ SCALE: 1 " = 200' i 50� i f. --4'i N� 45 45' i0 36' 40.33' 48' 44', PIAN 2D78 PLAN 1871 PLAN 2251 PLAN 2b62 WNER 7C7CNTECX REVISIONS HOMES 2280 WARDLOW CIRCLE, 'SUITE 150 CORONA, CALIF. •91720 (909) 279--4000 1. r nu CLC Y. -V. MITA. � A 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO SEAL: COUNTY SEAL: QPpFESSipHq • �p t RICHARD L. VALDEZ, No48060 . * Exp. 12-31-99_ CIVIL ROUND OFF TOP 12" MIN. ABOVE PAD ELEV. P/L � 2% MIN. 6" MIN. 5' MIN. PA 5' MIN. 6" MIN. 3' MIN. 1' 1' 3' MIN. MUDSILL MIN. MIN. MUDSILL 12 MIN. 12' MIN. 2% MIN. 2:1 MAX. 6" TYP, 2% MIN. 21% MAX. 21% MAX. 5' MIN. P/L 3' MIN. 1 1' MUDSILL X I MIN. 6" MIN, 12" MIN. \f2 1 VAX. 2% MIN. 21% MAX. HIGH POINT ~;µ G.E.E. TYP. SIDE YARD DRAINAGE DETAIL -,-No. 48060 r' - --- 27447 ENTERPRICE CIRCLE WEST * E p.12-31'09* 14 4 �OSCALE TEMECULA, . vq pF C CN�� PREPARED SCALE PREGIS FRED CML ENGINEERING NO. 48060 Horizontpl AS SHOWN APPROVED BY: vertical RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. DATE: N/A (909) 676-7000 08 � 0 � �o\ \L- t e � o° FEB 06 1997 {Aµ � COUNTY OF RIVERSIDE � T NO. 23173=1 N -2 TRAC A D i "r2 4: T PRECISE GRADING PLAN -- MODEL HOME -____-SHEETS 27447 ENTERPRISE CIRCLE WEST TEMECULA, CALIFORNIA 92590 TITLE SHEET TEL- (909) 676--7000 Lol- GENERAL NOTES- A I 1. r nu CLC Y. -V. MITA. � A 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 15' TYP. 15' TYP. 3. (EXCEPT BMERE 5' 5' (EXCEPT 5' E3WHERE 5' C DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTRQL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. MIN NOTED) MIN MIN NOTED) MIN 5. z i z z OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 6. MAXIMUM CUT AND FILL SLOPE = 2:1. 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1,5) co SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. _ yl IV ~;µ G.E.E. TYP. SIDE YARD DRAINAGE DETAIL -,-No. 48060 r' - --- 27447 ENTERPRICE CIRCLE WEST * E p.12-31'09* 14 4 �OSCALE TEMECULA, . vq pF C CN�� PREPARED SCALE PREGIS FRED CML ENGINEERING NO. 48060 Horizontpl AS SHOWN APPROVED BY: vertical RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. DATE: N/A (909) 676-7000 08 � 0 � �o\ \L- t e � o° FEB 06 1997 {Aµ � COUNTY OF RIVERSIDE � T NO. 23173=1 N -2 TRAC A D i "r2 4: T PRECISE GRADING PLAN -- MODEL HOME -____-SHEETS 27447 ENTERPRISE CIRCLE WEST TEMECULA, CALIFORNIA 92590 TITLE SHEET TEL- (909) 676--7000 Lol- GENERAL NOTES- 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTRQL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 6. MAXIMUM CUT AND FILL SLOPE = 2:1. 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1,5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN .,..:. 10', 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN. OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL HEIGTH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SRUBS AND TRESS NOT TO EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN --GROUND IRRIGATION SYSTEM, SLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP "OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVISE PER U.B.C., CHAPTER 10. 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL, 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO BUILDING & SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION OF CUT/FILL SLOPES. 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE EL-EVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS "ENGINEERED GRADING". 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG AT 1--800-422-4138. ENGINEER'S NOTE: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQU!REMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOUPS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWI'JER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THF SOLE NEGHGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES 'SHOWN OR NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 0�N °G SOILS ENGINEER " . ,d, A ~;µ G.E.E. TYP. SIDE YARD DRAINAGE DETAIL -,-No. 48060 r' - --- 27447 ENTERPRICE CIRCLE WEST * E p.12-31'09* 14 4 �OSCALE TEMECULA, . vq pF C CN�� PREPARED SCALE PREGIS FRED CML ENGINEERING NO. 48060 Horizontpl AS SHOWN APPROVED BY: vertical RIVERSIDE CO., CALIF. FOR TRANSPORTATION DEPT. DATE: N/A (909) 676-7000 08 � 0 � �o\ \L- t e � o° FEB 06 1997 {Aµ � COUNTY OF RIVERSIDE � T NO. 23173=1 N -2 TRAC A D i "r2 4: T PRECISE GRADING PLAN -- MODEL HOME -____-SHEETS 27447 ENTERPRISE CIRCLE WEST TEMECULA, CALIFORNIA 92590 TITLE SHEET TEL- (909) 676--7000 Lol- y �. _ .. r %��' ' `l :. ' '�