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HomeMy WebLinkAboutLot 56-57,81-84 Precise Grading GRADING NOTES 11 r.4 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . 23143 9 s 1D"D CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99--23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE ,- SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM (DWN HIo �' PROJECT OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ ■ n PAu� SITE , ► XN . 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . recise i� � S Gra ding an Ph se 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQU I VALENT ALONG THE TOP OF ALL "°""° ;� FILL SLOPES OVER 5 HIGH. �LEGEND Q S81 � - 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT F SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP CURB0000.00 C "Ity PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC �, o P FLOW LINEOVER 1 ' DEEP. �olif ate a orni � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEIiECULA J 22 ,, ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HI( POINT FP O _�.! 1s 19 25 28 dr „ GRADING IN ACCORDANCE WITH THE APPROVED GRADING �-•- I �, �l PLAN PRIOR TO -y�� 13 M SAN DIEM ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG �l GRADE ELEVATION IJ I AND LOCATION OF CUT / FILL SLOPES. ww� �� _- ROY _,.�-_ 17 18 23 24 29 F I N I SHED SURFACE FS - '= =- 12 7. PROVIDE CULT SLOPE .DITCH, DES I cNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG �� - I � VICINITY MAP GRADE BREAK GB 133 S7X- - NXO _ NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN -�►- / ONE FOOT. GARAGE FLOOR GF 0000.0 AC 231 3- 10 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 - 10 9 8 7 s 5 4 3 2 1 THE PRELIMINARY SOILS INVESTIGATION BY: TRA DATED \ F I N I SHED FLOOR FF 0000.0 ' 74 l� 8 • TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE r 34\ ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- WATER SERVICEW 73 1 _ MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- \ 134 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 I 75 s SEWER SERVICE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 7199 119 11a - _ REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION NSPEC- , \---- T I ON MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR - -" I 70 to 77 98 __ 117 120 sQ EACH LOT. SLOPE105__ � 78 , ,, g7 I /I� �I 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 61 5 69 116 121 IN VERTICAL HEIGHT AND FILL LOT NUMBER /12\ J ~� 7g , SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL 106 68 100 tot 102 to3 115 122 s2 // BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \2A/ d5 66 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 64 67 I 107 / / / CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 95 114 r 123 HIGH POINT INVERT ELEVATION I E 81 _ 1� / s 3 �f-/ 5- PAD ELEV. -0-11 MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS A BW I 113 � A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS BACKWATER VALVES Q �AD 82 94 124 / 64 56 MATERIAL. ENHANCED BLDG. ELEVATIONS w 93 I 109 1 t / 2 125 � Z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN RIGHT SIDE OF LOT ESR 55 6o 59 92 91 90 110 / 65 I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 61 111 I� �I I LEFT SIDE OF LOT ESL ,, 62 s4 1� Q PREPARATION LPAMATERIAL.I� SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF REAR _ �_ -- ___ 127 � / 54 >o'�• L EB 57 _ _ _ - �� ��� l� �/ 66 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF4685 B C I I I CATES EXTRA �I y �. 45 56 k _ �� 53 MIN MIN MIN WEM M I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x - 20 - 67 I ralm) Norm) I 23 , I SHOULD 8E PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO � � :__� 55 87 \ � 24 22 2t 1 �-- � I PAD 25 19 52 I PAD I ADJACENT PROPERTIES. FF FF z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED � \54 26 2 � _ 5 � s3 BY THE DIRECTOR OF PUBLIC WORKS. 27 24 18 I 16 43 " 16 GE COURSES ON THE PROJECT SITE MUST CONTINUE I 16. ALL EXISTING DRAINAGE 52 3 ,' MIN. MIN. �, I i TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 47 S1 28 25 23 17 I � 4 I� SII � r � cZ � I 1 I I moo _ oz � - I MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO � 41 16 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 49 22 I TRACT 23143-6 N 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 40 3Q 26 15 l X123 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 AND FILL R W OP SL ES OVER 30 IN VERTICAL HEIGHT. � � 31 27 ' 14 + r` �� l � - 20 18. A REG I STEREO CIVIL ENGINEER SHALL SUBMIT CERTIFICATION of BUILDINGTYPI T I32 28 - 13 1 �' �' ,' CADRAINAGE SIDE YARD D PAD ELEVAT I ONS. WI-ERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- 38 19 , a r i - TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 34 ' 12 ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TI-E ACTUAL 33 29 I I �� - CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 9 _ 43 11 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 40' 50' -- 4 3° 17 32 \i 28 PLANT AT 12 44 10 33 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES - � � R 29 OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 45 \ 6" MIN. 6" MIN. 5' MIN. 5' MIN. 6" MIN. � 47 46 34 � 30 27 PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 41 31 16 MUDSILL 3 MIN. 1 1 3 MIN. 35 31 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, Plan 1 Plan 1 � ` 32 26 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT - - 40 156 25 SILL IS 6" MIN IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER in CONCRETE 3-Car �� - _ - - \ z� _ \ GARAGE FLOOR = FG FG 10.R. n ,STOOP (TYP.) �� 9a _ T ABOVE GARAGE - • T FLOOR SLAB :. co � 20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4n PER FOOT FOR A MINIMUM OF 3 FEET. SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. FL FL 12" MIN.- m 1 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. E LOTS INCLUDED 2% MIN. 2: 1 MAX. fi" TYP. 2% MIN. ° " - 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR - 21% MAX. MIN. 21% MAX, o-` TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. S 37' 40' 12" MIN. ABOVE PAD ELEV. 00 23. APPROVAL OF TI-ESE PLANS BY THE INDEX MAP SECTION B- B CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ROUND OFF TOP RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 Plan 4 5' TO THE CITY NIGIMEER FOR REVIEW AND APPROVAL. 3-Car � Q 5' MIN. P/L Go 00 3 PAD ELEV 3' MIN. 1 ' PER PLAN MUDSILL MIN. 6" MIN. o �- SECTION A- A .. ' �,. EXTRA DEPTH FOR REAR YARD SLOPES GREATER TYPICAL FOOTPRINT PAD ELEV THAN 5' IN VERTICAL HEIGHT FOOTING :• FG PAD ELEV T N.T.S. PER PLAN 2: 1 MAX. WHERE NECESSARY = 12" MIN. 6" MIN, a UNI)ERGROL010 SERVICE N AR R P RAPHY W DEVELOPER e W ALERT t•L/�►NNIN[! ■ DE■fClN ■ CONSTRUCTION ASIS F FARING OTE 2% MIN. COUNTY OF RIVERSIDE B.M. LA0. T-27-81 EL=1230.562' ADJ. DATE 9-13-82 13ANALYTICAL PHOTOGRAIuN�ETRIC SURVEYS, INC. KB HOME 21% MAX. � 2 1/2" BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 fi47 MAIN STREET, SUITE 1A 12235 EL CAMIMO REAL THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION SECTION C- C CALL TOIL F1�EE ��� su��oo FROM THE INTERSECTION OF FRONT ST; AND RANCHO CALIF. RD. , 3.4 MILES OF THE EASTERLY LINE OF PARCEL MAP NO. 22429 AS SHOWN 0 ■ ■ ■ NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. RIVERSIDE, CA 92501 SUITE 100 z 1-800-422-4133 TEWCULA,oALFOMA 925M-4679 13' SOUTH OF A 4' 2 BOARD RAIL FENCE 2' WEST OF POWER POLE #1751130E. (909) 686-5103 P.M.B. 147/14-19 RECORDS OF RIVERSIDE COUNTY CALIFORNIA o CONSULT 1 N[i so9.e�a.eo42 - FAX so�.e76.72ao • www.r�BF.col,n SAN DIEGO, CA. 92130-2647 BEING N67'52'50"W. Q SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. � TWO WORKING DAYS BEFORE YOU DIG DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 ATTN: BOB FALCONLD03-085GR z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY �� Q��F�S S 1 p�'! RECOMMENDED BY: � DATE: !7OFDrawing No. o �D IANN A. JIMENEZ A. JIMENEZ J. TANNER CITY DEPARTMENT OF PUBLIC WORKS ContractorHORIZONTAL �� ��� F� �� Plans Prepared Under The Supervision Of " � ACCEPTED BY: ¢ o t Inspector 1 = 20 No 60132 c - - /S� DEPUTY DIRECTOR OF PUBLIC WOR DATE. / CROWNE H I LL o Exp. 06/30104 Date: 3 RONALD J. PARKS KS TRACT 23143-9 �' OHN D. TANNER, III � � Date Completed VERTICAL �r'l C/Y�� ~! - __________ _ = LOTS 56 - J7 81 - 84 a N/A F OF C 1►v1E R.C.E. No. 60132 Expires fi 30-04 R.C.E. No. 19744 Expires 9-30-05f�' i�ea: o • ' PRECISE GRADING PLANS PHASE X SHEET 1 OF 2 94 ' PE=1287.4 23• 4 12 95 PE=1287.1 52.00 1Z� 1 •09, ��I1 ori 121'�' 2. 1 SLOPE c-' v► 1 'G FG 1267.2 FG 17.2 1266.7 �J FG 'o g 1266.9 G FG " w -HP * g 1266.4 "� r 1.0( w MIN. civ * .. -�P QD I o z co 1.0x MIN.to 12'66.6 N :a _ ;n 1265.4 66': 6 1265.8 1267 1266.1 �- `-HP1.OX MIN 2 . FG 1267.2 1266.7 1.0% MIN. 1266.5 FG FG 1266.7 6' •1 1266.0 FG at v 1 1 1265.6 o i cv a 1 1265.41L 1265.7 1266.1 6 0181. 12b5.7 FG 80 FG F�66 1 FG FF=1267.9 d4 PE=1267.7 -z =1267.2 =1267.4 = 83 i 3-E 85 PE=12!56.7 C) 4~A 6' _PE=1265.1 0 Ito No _ N PM =1265.7 N o c �� � 0 C; 0 1267 �� = 1265.7 C; 1267.0 FG 0 1265.5 r C. o o = '� © o o F266.1 FG=1265.7 6• FG 1266.0 FG It 1266. � 0 6 15. � ,265.7 -G8 1265.5 3 1265.7 1265.0 1264.7 FG 6� 1266.Q N E-G8 GF=1266.7 5, 4 F - rn 1264.6 �1 _GS ti• (-G8 C`G8 cin N ! _ OD N r. pof :- �o N (ft V 1103 ~ .-- S N�n SN CN V) .r Nay �� J _ 35.62' S w r r .40 :wHANpHOLE L _ ELEC.PAD •�� ,G `�. r° TYP. co TYP. RIM2 r„7 3 U0.6 C14 co W080DA � A C _ I co C%j _ .9, cp N• 1 AV AR r 1 (TYP.) 00 w H g 6 F 46 j � � � � (TYP. w s sac'c� w cc S ~ i 60ISO N 40 Ile, r, Pi00 . N t2 �� tD N f rn r-� ~w N K 1265.0 3,0% w FG w x ,244.6 55 Q I 1264.6 F--GB �, d c^' =1265.1 58 1265.4 l 7 PE=1267.6 10 12fi5.7 FG woo LO1265 6 1265 4 I FGo o FG OD o• 0 1264. CnD 10 6 kn do PO 57 r. Fr,,1266,1 0 �: ,- -• O = pEs1265.4 t 0) IN v-4 t N ►� x 1265.4 �'°'•�. pE,=1265.7 rn U. FGt I59 FG C N4-7 j 59 1265.7 1265.1 o z PE=1268.1 I 5 5•7 FG 5 ft- 1265.2 - 1• MIN• 1 ❑ _ 126 1265 2 rn �'� - � o 22.69 FG 93 _ 2C_ALE, 1X20, o 1265 2 o z --k $I 1, .4 A� FL 1.OX 1AIN_.� cD a. 126 TS `D 126,6.7 4' �. - � o TS 2. � � _ 46 SL SAN PE=1263.9 '' P 20 0 20 40 60 = HAS a r � P � UNDERGROUND SERVICE SE o IRu►NNINS ■ OESInN ■ CONXTRUCTION 60 I GRAPHIC SCALE w ALERT PE=1268.6 CALL TOLL FREE ■ ■ ■ 27M YNO ROAD,SUM 4W Z 1-840-422-4133 &CALFOF NA 92 °'-4679 o CONSULTING 909.GM.S2 ■ FAX 909.676.7240 ■ www.FW.ccm TWORK ING DAYS BEFORE YOU DIG LD03-0850 R WO CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Q�t F S S j0H DES I( D BY DRAWN BY CHECKED BY ! Drawing No. o '�</ A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE. '¢ 7 CITY 0 F T E M E C U LA DEPARTMENT OF PUBLIC WORKS TA N,y i HORIZONTAL ,�`� �� F� �� Plans Prepared Under The Supervision Of Contractor rte, a „ - C-0 • ACCEPTED BY: DATE. ¢ �7 T CROWNE H I LL 1 20 w No.60132 40411S1-03 TRACT 23143-9 DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS 2 n Date: Inspector Exp �/W/� ar} RONALD J. PARKS � JOHN D. TANNER,, III � --�- VERTICAL sf r l V I LL R LOTS 56 - 57 & 81 - 84 Date Completed �lF �o�` 60132 6-30-04 -== ==== OF F �kV R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 '''fes 19 ; RA NG PLANS PHASE X SHEET OF i N/APREC I SE G D I 2 2 1