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Home My WebLink AboutLot 13-30,54-60 Precise Grading GENERAL NOTES PRECISEGRADING PLAN .4. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70. AS AMENDED BY ORDINANCE 457. g 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO W'�• COMMENCEMENT F ANY Y 1� TRACT23173 � 3 0 CONSTRUCTION/GRADING. . SITE J. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT y DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO 'AG, PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. Q VA1L RANCH PKWY. COUNTY OF RIVERSIDE , CALIFORNIA 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED .10 OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. -9 6. MAXIMUM CUT AND FILL SLOPE -- 2: 1. 70 � 005 7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) P . 926 - 1 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT. 1� FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. B. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL FILL N SLOPES OVER 5' HIGH. 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CU T SLOPES. MAP 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN VICINITY 10', 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGEWA S LES SHALL BEA MIN. N. T.S. OF 0.2' DEEP AND BE CONSTRUCTED A MIN. OF 2' FROM THE TOP OF CUT OR FILL SUES. 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED, VAIL RANCH PARKWAY 12. ALL EXISTING DRAINAGE COURSES ON THEPROJECT OJEC SITE MUST CONTINUE TO FUNCTION, . ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING NS.GRADING OPERA TI O �._ 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT-LESS THAN 112 PER FOOT FOR A MINIMUM OF 3 FEET. _ 12" MIN. ABOVE PAD ELEV. 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VER77CAL HEIGHT AND FILL SLOPES S 9 10 11 12 - EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS ,! 7 . OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN -I 6 13 -- ROUND OFF TOP ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. 5 14 ` 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA ICE 4 15 P� 5. PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL R --•-- ----� `, HEI G TH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER 3 _e _� 16 OR SHRUBS NOT TO EXCEED 10, OR A COMBINATION OF SRUBS AND TRESS NOT TO ,2 �- �- 17 EXCEED 15 IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4' 7 IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. \ 3 75 74 72 1 S 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 N N ' --� �1 � � _,.,,. 0 LONGER THAN 50 1 N • ,_ � �, SEC TION A A LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW FOR REAR YARD SLOPES GREATER DEVISE PER U.B.C., CHAPTER 10. 76 71 / 60 19 ` THAN 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMM NDA TI F A 5 /N VER T/CAL HEIGHT E ON S O THE ` 62 PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED 44 80 70 `• TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE / P L --1 / 5 MIN. / 5 MIN. .. 43 63 59 20 6 MIN. 6 MIN. BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN J / 3' MIN. 1' 1' 3'own- so me MIN. RECOMMENDATIONS AND CER TI FI CA TION THA T GRADING HAS BEEN DONE IN CONFORMANCE 77 69 � MUDSILL MIN. MIN. MUDSILL WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 79 21 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE � 64 / . 58 a CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. 45 78 22 PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO III / • :.• PLACEMENT OF FILL MATERIAL. 65 12 MIN. 12' MIN, 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT I 42 68 57 � 1 E SOILS . 46 ,i 23 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND 2Z M/N, 2: 1 MAX. 6" TYP. 29' MIN. WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. ` 47 6 / '_ 1 MAX. 48 6 7 6 56 / 2 x X. 21X MAX 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. 41 �` TION 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING & 49 / r SECB B SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING 1 / � �� G G N 40 50 ACCORDANCE WITH THE APPROVED GRADING' PLAN PRIOR TO ISSUANCE OF THE 51 55 24 / I . BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION 39 52 s MSN. PA-'v`. OF CUT/FILL SLOPES. , �- / 3' MIN. 1' 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD 38 qN 53 25 MUDSILL MIN. ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN 37 54 6 MIN. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL 36 �_ - 26 / BE GIVEN. , 35 �- /�._ 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING 34 / AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING ` 12" MIN. 33 2 7 2: 1 MAX. IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS 32 2x MIN. "ENGINEERED GRADING". 31 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS 2g / 21% MAX. IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS Q . 30 SEC T1 ON C -- C INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR Q 29 / EACH LOT. '/ HIGH POINT 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG A T 1-800-422-4138. A PAD ELEV. -0. ' MIN. �V � ENGINEER'S NOTE.*-ALEGEND N , ro' rrn rG' rrP. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY T.C. TOP OF CURB 5, (EXCEPT B 5' 5' .9 (EXCEPT C 5• C FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, G.B. GRADE BREAK MlN WERE 07ED MIN MlN WERE M/ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL NOTED) NOTED) F.L. FLOW LINE APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE INDEX MAP CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS F.S. FINISH SURFACE FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE >v E.P. EDGE OF PAVEMENT z ? OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ►� � � � SCALE: 1 1 00, OF THE OWNER OR THE ENGINEER. FF=11 .2 FINISH FLOOR ELEV. } THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN PAD=1 147.4 PAD ELEVATION ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS. 54 LOT NUMBER Z THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT •- THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN �Q 2�1 h EXIST. 2:1 SLOPE (UNLESS OTHERWISE NOTED) ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE T0 . 40.00THESE LINES OR S TRUC TURES. ERS,r"f- ' ' 4. RSV �N. of or BENCHMARK DESCRIPTION � � TYR � ��M�N N � 10 FESS, YARD DETAIL SOILS ENGINEER 1 A C, �s ELEVA TION: 1230.562 DA TE. 9--13-82 0 �► w ` �2 p�ov E ipje RIVERSIDE COUNTY DESIGNATION: T-27--81 STAMPED ON 2 & 1/2" BRASS O y V z G.E.E. AP atu of �► +� 27447 ENTERPRICE CIRCLE WEST beoo" ota�y No.48060 Y s gh�� v�o\at%on ,�h�s s�.. DISK 1N CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET Exp•12-31-99 TEMECULA, CA. 92590 a pian p�,ar`1 `�Ws• rr � O AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA * * of ►eso ov6 my ie% (909) 6 76-7000 P09T � .�an Mate or ��tid camp ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, cs)9 Clvi� P��P sP��"h ^$ofthe oatheV 3 FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF pF CA1.�Fo the ape;"AI meat be kept M PP #1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF N 12 PLAN NO, 11 PLAN NU. 10 9J996 MONUMENT. NO FOR LO 13 30 LO 54 ON Y M Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: <) N pPOFESS/pPREPARED SCALE COUNTY OF RIVERSIDE J Ma7ro•►ro/ Call. TOLL FREE 1 • " '� 5 � Rf 7L�RED CML £MG/NE£RHVC MD, f8A50 CONTINENTAL HOMES � RICHARD L. vALDez �, OF y; 1 ..-800 12636 HIGH BLUFF DR., SUI 300 °� No. 4eoso � AS SHOWN TRACT NO. 231173-3 �~ � SAN DIEGO CA. 92130 422-4133 12-31-99 APPROVED BY Tmrw-•Pad& 3 'o (619)793-25$0 �"�• wrt�o/ 6�INiILTANT8 PRECISE GRADING PLAN -�..-sHE£TS -4 s CIVIC P R/VLrRS/Df M, CALA� fC.i�P TRrINSP�iY�TArJIAN DEPT, `"""- ! 27447 EN7•ERPR/SE CR�CLE WEST '� aF CAODA rE:• N/A rEMECULA, CAL/FORAV 92590 TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG S TEL. (909) 676-7000 i