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HomeMy WebLinkAboutLot 7-12,73,74 Precise Grading ' t r. GENERAL NOTES ' . 1. ALL GRADING SHALL- CONFORM TO THE UNIFORM BUILDING CODE..'-CHAPTER 70. AS • P *RECI ,SEAMENDED BY ORDINANCE 457. D 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO -79 RACT COMMENCEMENT OF ANY CONSTRUCTION/GRADING.. J. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT SITE NO , 23173 3 DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. AIL RANCH PKWY. COUNTY OF RIVERSIDE , CALIFORNIA 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. .O 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. �S 8. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. K 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. PROJECT SITE 10. MIN. BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE m 19 IF CUT OR FILL IS LESS THAN VICINITY MAP 10', 27' 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. N.T.S. 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. VAIL RANCH PARKWAY 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ---�- ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROWSIGNS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERA TIONS. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. 12" MIN. ABOVE" PAD ELEV. 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 ` 6 13 ROUND OFF TOP 1 ACCORDANCE WITH ORDINANCE NO. 457 PRIOR i-•TO FINAL GRADING INSPECTION. 5 14 �, 15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED WITH ROSEA CE 15 PA 5, PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL 4 ` HEIGTH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20, ON CENTER • .' R 16 OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SRUBS AND TRESS NOT TO 3 - --� 17 ` 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. 72 18 SLOPES EQUAL TO OR LESS THAN 4, MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TDP 75 _, ^ OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN 61 �, SEC TION A A LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW 1 FOR REAR YARD SLOPES GREATER DEVISE PER U.B.C., CHAPTER O. tT1 6 D 19 16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 71 THAN 5 /N R TICAL HEIGHT T gyp. 76 62 PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED ,z . `% TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 44 80 70 N P/L / 5 MIN. 5 MIN. 6" MIN BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 6 3 59 2O S MIN. 3 MIN. 1' 1' 3' MIN. RECOMMENDATIONS AND CER TIFICA TION' THAT GRADING HAS BEEN DONE /N CONFORMANCE 43 J / WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 77 69 MUDSILL MIN. MIN. MUDSILL 21 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE 796 4 / CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL SUPPORT. 5 8 _ `'+• " PREPARA71ON SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO / •, A. • PLACEMENT OF FILL MATERIAL. 45 78 22 i 65 12 MIN. 77 ,12 MIN. 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 68 5 7 / 23 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND 42 46 '�, ,/ " WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER i' DEEP. 2Z MIN. 2: 1 MAX. 6 TYP. 2': MIN. 4 7 / 217 MAX. 217 MAX 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT. \ 6 7 66 56 41 48 SEC TI ON B B 20. A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO T F RdU CO. BUILDING GRADIN "& 49 / )- SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETIONO GH ' ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE 40 _ 50 S 5 2 4 BUILDING PERMIT. CER TIFI CA TION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION 51 / P L OF CUT/FILL SLOPES. 39 52X MIN.3 MIN. 1' 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD • ` / . ,38 _ 53 2Jc~ ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TD MEAN �, S4 MUDSILL MIN. 6" MIN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 37 f SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL y'��' BE G1 VEN. 36 '� N 26 / • ,35 � - 22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING 34 / AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING . ��,- 12 33 v/ " MIN. IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS / "ENGINEERED GRADING". • 32 27 MIN. 23. THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT. AT LEAST 24 HOURS C\1 1 28 217 MAX. _ IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS 3 a 30 SEC TION C C INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR • � 29 / EACH LOT. 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU DIG / HIGH Paw r ' AT 1�-•800-422-4138. A PAD ELEV. --0. MIN. r ENGINEER'S NOTE: LEGEND- N N1'k A - 10' rrn. 10' r'P• CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY T.C. TOP OF CURB (EXCEPT (EXCEPT FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. 5 WERE B 5 5 B WERE C s C INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL G.B. GRADE BREAK IN NOTED) MIN MIN NOTED) MI APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE F.L. FLOW LINE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS F.S. FINISH SURFACE INDEX MAP FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE E.P. EDGE OF PAVEMENTSCALE. 1 = DO' K k K OF THE OWNER OR THE ENGINEER. w A FF-1 1 .2 FINISH FLOOR ELEV. - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN PAD=1147.4 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 STR CTURES SHOWN OR NOT SHOWN -•2:1 y EXIST, 2:1 SLOPE (UNLESS OTHERWISE NOTED) ON THESE PLANS. AND IS RESPONSIBLE FOR THE PR TION. OF, AND ANY DAMAGE TO . � ERSiD� THESE LINES OR STRUCTURES. ' 4 0.0 0 couNTYOF RIV �e1a M �. DEPARTMENT of 1 .� BUIL.DIN SAFETY SOILS ENGINEER � �. � BENCHMARK DESCRIPTION := TTP. SIDE YARD DRAINAGE DETAIL 11 12 r f V 1 ���••.yyM•..� `.��'� `oV�� dad"a e t fl�`R JaE.' • " ELEVA TION: 1230.562 W G.E.E. RIVERSIDE COUNTY DESIGNATION: T--27••- 1 TAMP DATE. 9-13--82 fBY p DATA $ STAMPED ON 2 & 112 BRASS of ane shall not�construed to�"}� 27447 EN TERPRICE CIRCLE WEST �Q�° ��,�;��o,����`' Appmv$)i o Pt DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET �. po �t �,��spprova,01,anyviolationoThl���� TEMECULA, CA. 92590 y � �� AND RANCHO CALIFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA pro�,�Esions of the state or county laws. (909) 676--7000 ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, � ��;�3 must�kept on the job until camP1et�• APR 2 11997 3 FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF * o PP , 1751190E SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF PLAN NO. 10 PLAN NO. 11 PLAN No. 12 '' MONUMENT. NO R LOTS 7 TO 12 & 73 74 ON rl r 1'EOF • Underground Service A I e rt OWNER REV/S/ONS SEAL: COUNTY SEAL: QRpF .8K PREPARED E SS/ �o osc,�LE COUNTY OF RIVERSIDE _ 1 • RECISTER CML EtiC/N££RNG NO. 48060 0011: TOLL FREE �; RICHARD L. VALDEZ Horrronla/ _-__....__0F CONTINENTAL HOMES 1 -�soo 12536 HIGH BLUFF DR., SUITE 300 ,moo TRACT NO. 2 No. AS SHOWN nig SAN DIEGO, CA. 92130 T -P� 422-4133 exp. ��-31-9g ,� APPROIiED BY.• Vert�o, 960:IITANT1 PRECISE GRADING PLAN ___.-_.-SHEETS (619)793--2580 CIVIL ' R1 WRSIDE CO.. CALAr fa? n?ANSPCWTAnOw DEPT. NIA rE,?74v£ULA, CAI FaPn .9.75-90 T ��,`�F arE• TITLE SHEET . TWO WORKING DAYS BEFORE YOU DIG � . TEC. (909) 676-7000 1. ri ; IIIF 'J' r x. I11 . v r r• , M r �. ... 'Y r.. ' , p N. h. n ;. ,.... r ,�. r a �.' A. r .. •Y ,. r w r' , f^ y S11 . r r .. .7 ! .. '.sv': .. K't. I .•.. i d' ti r, q 1 r. . / w ! f,n' • r a T i' kY p p•. : M; .h e` it ,t ti'' 11 Y w `V'. n • ' y 'moi DIY .3 r I _ . Y ''1 Y. .. 1. . V ,. ,. ,. �, 1. w»x ,. y� , ,f. 'r ',r' , r1. f.. M . i N r rM i w' Yr ! C: ( r r Y • , I v ,..w ,..' '�. �. - I , { ., I I. ,. r _ .. r , .. r. ro� ✓ „ '� dr . . f .. , . I . 1 I '-" I I- "', ' .. 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I 'Y f L C?I� TCS L FREE I �. - I PR£C/S1FRE' CML. f WNE£RAW AV •8X0 . �;'-�- 1: Cf�1/nAtmTAL -HOMM . . H . . I , "ARD L. VALbEZ arrm�nta! . . r�,� �,., f ....��.�.......-of . ,,,. 126-36 ,MCH BL UFF DR., Svr'G JM - � � „�3 ' �. ('. ��O . � 48060 TRACT N Or � . . , . . No. 1 =,30 . - .. ,1d :� SAN DIEGO, CA. 921,30 . . " .' ., ) I 1 z-31-99 APPRO X. . . . . .- 422 4133 4 Ems: � B T�-P� . .1 1� I . a - ,a2 "' . � .. 615 r�"5 58 P t�rr�rw� Y . ( ) ,Y--2 e.■:�LTA■T� PRECIS �._ HFErs . , , 1. I RWRsYAD£ CO. COLO'. 7WAS rA BRADING FLAN . P+A�r rnow r. , . a . r • r , ,.. d . 274 ENTERPR/5£ CA4rCL 11�5`T •I 1' f !' '.. •!a r. t. .'Y 4 A N A° . D T ` x1 �NQR�( a �.��'..f.r..�ti TEA/ C Cr�IL OYP/VOG4 9 5 G � '�`S Y 1 �� 290 , E oU`'�G ` .µ ' TEL. (909 676-7d IAD , , . 1. Cf\JOBS\ 3173-3\CON�PGP 4-81-97 11P13+34 on EST . _ . . , . . , . I I , - _' . . . I r I J . I I