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HomeMy WebLinkAboutRough Grading i l CHARD ONNA Y HIL S m CON" M APERNW RO UGH GRADING PLANS i FOR TRACTS NO . 23100 - 1 & 2 ftvo p Fill WrA RW i S4vn4QO GRADING NOTES: u 79 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILD/NG CODE, CHAPTER 70, AS AMMENDED BY ORD/MANCE 45 7. 2. MINIMUM BUILDING PAD AND DR41NAGE SWALE SLOPE SHALL BE - 1% /F CUT OR FILL IS LESS THAN 10', 2x ES TI MA TED Q UA N TI Tl ES FOR DRAINAGE FACILITIES """r srA� IF CUT OR FILL IS GREATER THAN 10'. DR41NAGE SWALES SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED ITEM m sw am A MINIMUM OF 2' FROM THE TDP OF CUT OR FILL SLOPES. DESCRIPTION J. MAXIMUM CUT AND FILL SLOPES - 2.1. O UNIT TOTAL ! VICINITY MAP 4. PROVIDE 5' WIDE OR 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 1 TERRACE DRAIN LF 680 5_ ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL STATE T THE NOT �''� FILL AS TESTED HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 17LL © DOWN DRAIN & INTERCEPTOR DRAIN LF 815 OVER I' HIGH. 3 CONCRETE DRAIN 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATIO LF 585 OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE CF THE O CONCRETE DRAIN PER DET. D-D SHT 3 LF 585 BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. 7 PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100yr Q STORM FLOWS, ALONG TOP CUT OF SLOPE. 5 TEMPORARY DOWN DRAIN LF 50 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 6 TEMPORARY TERRACE DRAIN LF 300 9. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS lNVE5T7G4T1 7 SPLASH WALL EA 9 BY LEIGHTON & ASSOCIATES, DATED APRIL 12, 1988. TWO (2) SETS OF FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILD/NG AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DES/GN RECOMMENIDA77ONS AND STATEMENT INDICATING THAT GRADING HAS BEEN DONE /N CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CON7RACTOR SHALL NOTIFY THE' DISTRICT BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVA REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO 8JILDING PERMIT FINAL INSPECTION FOR EACH LOT. / / (, i 11. DURING ROUGH GRADING AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DR4 G£ CONTROL SHOULD BE PROVIDED TO PREVENT PONDING OF WATER AND DAMAGE TO ADJACENT PROPERTIES / 12 NO RU SHALL BE PLACED ON EXISTING GROUND UN71L THE GROUND HAS BEEN CLEARED OF WELDS, DEBRIS, OPSOIL, 1000, S AND OTHER DELETERIOUS MATERIAL. 13 1F STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND 75 66 S BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPAR477ON SHALL BE APPROVED BY A REG/STEREO ILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. _ T 67 14 CUT SLOPES EQUAL TO OR GREATER THAN 5' VERTICAL HEIGHT AND FILL SLOPES EOUAL TO OR GREATER THAN ' IN � 42 43 44 45 146147148 49 50 64 63 /68 VERTIC4L HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND / 1 62 / / INSTABILITY /N ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 41 61 69 10001, 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 52 16. ALL EXISTING DRA/NAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING ESTTMATL�D 40 3 36 35� 34� 33 3 60 70 r STORM CONDMONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT �RTNWDRk QUANTI nES: 38 FU U E—� ACT 31 53 59 71 •�' 1111111111111 ADJOINING PROPERTIES DURING GRADING OPERATIONS. / 30 54 / 17. STABILITY C4LCULA77ONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A / 23 00 20 58 / 47oo> SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL RAH/ CUT JW*, 6�" 0 C.Y. 8 9 9 �1 29 55 7 - HEIGHT. � �` 1 /�\67 �- 4Q 18. A REG1SISiIF ED CML ENGINEER OR LICENSED LAID SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD RAW FILL 236,577 C. Y. 7 �,0 18 22 2 56 73 44 ELEVATION WHERE SPEC/FIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH REPSECT TO MEAN SEA LEVEL) 42 43 48 SHALL BE GIVEN. 1F AN ELEVA77ON WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL OVER EX, 32,5DOf C Y. / 5 / 11 17 23 74 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 0 �� 4 14 16 24 3 14 32 41 so 59 19. EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12' ON CENTERS 13 '3, 31 1 ` OR OTHER APPROVED GROUND COVERS. SLOPES OVER 15' /N VERTICAL HEIGHT, IN ADDITION To GROUND 1 < �//� � 15 25 5 � / 40 2 58 0 COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE 30 57' PLANTED ON CENTERS: TREES, 20' ON CENTERS; COMB/NATIONS, 15 ON CENTERS. SLOPES OVER 4 FEET ��� 2 14 6 3 2 39 53 56 1N VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER / ` 34 55 { U.P.C. CHAPTER 10.R. NOS / 29 1 J 11 54 Tif�E IVIW re t7 WM%r-R"#/AO THEM At.vKs/! �lt9i'bA/rJ1GICE )VW AM-MIR" » Cj 1 27 7 \t 61 . / 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NO LESS THAN 1/? INCH PER FOOT Fn ACCURACY AWO .lLYEPr4NC'E Ole 111E G�1/6A/NERlf'av iN /1/E Eilewr Of GKN' CAW^- 10 28 � 62 P:-;O0;0-- 28A M/N/MUM OF 3 FEET ANC/E5 Aptl-IlA/d OUR/N6 LY�LVST�fUCr/ON, TRE /9P/v. 46 eN&1A/EEjP &114[L aL � 24 8 35 63 /PE?R7N3/,SCE Me X-reRMbV1Al& 4N ACCEPrWAW E�'d t1r1.0N AND AV✓/,9/N6 Me 21. 'NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.' �.oN-f �� Or THE cvuan' ALO` 23 25 74 Y � 64 65 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINIATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY `' 22 26 � 66 CONSTRUCTION/GRADING. Z 71 70 / 69 67 7 / , �' / k NOTICE TO CONTRACTOR. / / 20 �s 5 3 �RACT 23100- 1 R / SAFETY RESPONSIBILITY- CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIL1Y FOR OB � C 18 17 16 7 8 9 � / SITE CONDITIONS DURING THE COURSEOF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSO S AND 6 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOU S; AND SOILS ENGINEERS STATEMENT / 15 72 FOR � THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE COUNTY OF RIVERSIDE AND THE £ G/NEER / HEREBY STATE THAT THIS PLAN 1S IN SUBSTANTIAL COMPLANCE .00e 14 / HARMLESS FROM ANY AND ALL LIABILITY; REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK 0 THIS WITH ALL THE PROVISIONS AND RECOMMENDATIONS SET FORTH IN THE / PROJECT,EXCEP7ING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE COUNTY OF RIVERSILE OR PRELIMINARY GEOTECHNICAL /NVESTIGA77ON REPORT DATED APRIL 12, 1988 THE ENGINEER. AND SUPPLEMENTAL REPORTS. \ / / �3 10 Gi�� / EXISTING UNDERGROUND STRUCTURE.• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES', COND ITS OR .100elooe 12 i t C" / STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.TO THE BEST OF OUR ` / / KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR /S REQ U1 TO TAKE DUE PRECAU770NARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER UNES NOT OF REC RD OR / 10,10" / NOT SHOWN ON THESE DRAWINGS IT SHALL BE THE CONTRACTOR S RESPONSIBILITY TO NOTIFY THE OWNERS OF E / UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR FURTHER ASSUMES ALL L14 AND k Z '000- RESPONSIBILITY RESPONSIBILITY FOR THE UNDERGROUND UTILITY P/PES,CONDUITS•, STRUCTURES SHOWN OR NOT SHOWN ON THESE DAAWINGS" ` lAo / BENCH MARKT - [�OUAffY OF RIVERSIDE R.M. NO T--21-#1 / UNAUTHORIZED CHANGES & USES 1 LS DISC nv ST COW. Cn NDER L=70 FROM 1?1E S BRACES N O ECHO CAUFVRRNIA Rano TW AANCHO CD ME 1N MRW SECMN of 0 100 200 400 600 800 / CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE RANCHO CAUFORNr4 ROAD AND w4RC4RRA Raw, AV THE N - F` ` FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CORNER OF TH£ INTERSECTION 1' E. OF A 7' CFWNENK FENC& 21• OPRO SS/,,, V CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER X 16' AROUND SO. CAUF. a4S VALVES 40' N. OF P.P. (N0.1) 94' �,,t` M• y, Z. OF THESE PLANS N. OF THE CENTERUNE OF RANCHO CAUFORM141 ROAD. FIBERGLASS SCALES 1'=200' *TfNM POST SET 1' W. OF MONUMENT" c3 ADJ. LATE 1-13--82 ELEV" 1128.410 T DEVELOPER: BASIS OF BEARINGS: REVISIDNS, APPR, DATE APPROVED BY, DRAW By. D-E-CARTER PRE PARE Br' TRACTS lVLI, 2,100-1 & 2 SOILS ENGINEER: C�� � � sm cA , jwr„E SHEET MARLBORO UGH DEVELOPMENT REGISTERED CIVIL ENGINEER ND. 27366 DSD °1" �ee�r ,� Lia SurTr Lw CDUN T Y QF RIVERSIDE � THE BEARINGS SHOWN HEREON ARE BASED ON A EXP. MARCH 3L 1993 REYfE11'FD sr o S'erricee,ma RIVERS= CA 912W7 SCHEDULE 'A' CORPORATION LEIGHTON & ASSOCIATES PORTION OF THE CENTERLINEOF KA/SER PARKWAY DATE �� (714) 7W-09M AS SHOWN ON PARCEL MAP NO. 21884 FILED IN BOOK if ROUGH GRADING PLANS 27715 JEFFERSON SUITE 109 144 PAGES' 24 THROUGH 3 OF PARCEL MAPS IN APPROVED BYE �i�!/T CGY"Y oN f7zE W/rV SCALEr BENCH MARKT t QF � SM. SUITE 1 RANCHO CALIFORNIA ROAD 00 RANCHO C4LIFORNLA, CA. 92390 THE OFFICE OF THE COU RECORDER OF RIVERSIDE T'y� CO� TITLE SI LIEE T , r RANCHO CALIFORNIA, CALIFORNIA 92390 COUNTY, CALIFORNIA, BEING N01' 40 00'W. FOR, ROAD COMMISSIONER 714 676-4292 RIVERSIDE COUNTY: AS SHOWN SEE A80VE STIDNN 9 32 3 r.7S 2W FILE ND. 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OVEREXGVATE AND R£COMPACT 5� BENCH/NG GROUND / BENCH SLOPE - �— —� 0.3 NOTE- jL COgp DEEPER OVEREXCAVATION & RECOMPACTION SMILL BE PREFORMED NSUITABLE —T ' lF DETERMINED TO BE NECESSARY BY THE GEOTECHNICAL CONSULTANT. 11147URAL GROUND U47ERuL BASE COURSE 1.67' COMPACTED SUBGRADE T CUT—FLU LOT ' LBENCH HEIGHT VARIES 1•f SLOPE BENCH BENCH ROUGH GRADE LINE 5x MIN. ( YP) II (TYPICAL) TYPICAL ROUGH GRADE SECTION 60' R/V - 36' CIC � 2X MN KEY DEPTH 2�ApN� lam 2• MM. KEY DEPTH12' MIN. LOWER (KEY) BENCHING DETAIL R/V 20' MIN. B.S L. FILL SLOPES 15' 60' 15' NATURAL GROUND DETAILSLOPE BU== OR REPLACEMENT FILL 40' 10' 20' 20' 10' `r LEVEL LINE _ oo A C. PAVEMENT 1.5' T YP. AD £L£V �� C'Ci� 1 +14 SLOPE BUTTRESS NOTES: �' /�'�� FT. cuRe �, cuRe I i/�'/1 � —_ — —� 1. KEY DEPTH PER REPORT/PLANS, TO FIELD CHANGE (2' MIN.) -------- �' - �� 2. KEY WIDTH PER REPORT/PUNS, SI` TO FIELD CHANGE (MINIMUM COLMPACTED oft CRS OVEREXCAVATE AND RECOMPACT WIDT15 H RAML.LY GOVERNED BY EQUIPMENT SIZE - GENERALLY U`A►� J. HACK CUT PER REPORT PLANS, suBJ TO FIELD CHANGE (GENERALLY &ASE COURSE 1.6 COMPACTED SUBGRADE UNWEATHERED BEDROCK OR MATERIAL 1:1 OR FLATTER) COMPACTED I& IV APPROVED BY SOIL ENGINEER 4. FILL BLANKET 3d MIN. OR PER REPORT PLANS, SUBJECT TO FIELD CHANGE. FILL / � ROUGH GRADE UNE BENCH SLOPES CUT LOT TYPICAL ROUGH GRADE SECTION 60' R11W — 40' C/C NATURAL GROUND / 5X MI . CH T IN L BENCH HEIGHT VARIES R/W RIW / BEN (TYPICAL) 66' 20' MIN. B.S L. 44' 2X ANN. 11' 22' 22' 11' 15' 5' 6' 6' MIN. ��Sil((1►�" / LOWER 1 ' MIN. `s�� LEVEL UNE tl AD EZEV• �� A.C. PAVEMENT 1.5' T YP, C �R xe CUT FACE 'Qs /� FT CURB Z Q� p� CURB t/4' 1 1 .� ---------- -- ---------------- BENCHING DETAIL FILL OVER CUT SLOPES BENCHING NOTES: BASE COURSE 1.67' COMPACTED SUBGRADE 1. LOWER BENCH: TO BE INSPECTED BY GEOTECHNICAL CONSULTANT PRIOR TO ROUGH GRADE UNE PLANT VFW PLACEMENT OF FILL TYPICAL ROUGH GRADE SECT70N 66' R/W — 44' C/C F71V/SHED GRADE LEGEND B.C. BEGIN CURVE RA R/ " N B.V.C. BEGIN VERTICAL CURVE 90 B.W. BACK OF WALK i g Cb. CURB 45' 45' ��0 C.F. CURB FACE 62' E.C. END CURVE E V.C. END VERTICAL CURVE ? 14' 22' 18' 22' 14' IN F.F. FINISH FLOOR 6• 9. 9, 6' F.L. FLOW LINE �o 3' -o LEVEL LIN Q F.G. FINISH GRADE F 1 y�,0 � \ Tt� OF SLOB �'/� F.S FINISH SURFACE G. OR Gr. GRADE Rao ELEU G.B. GRADE BREAK �� — / • • — _ GRANULAR SOIL G.F. GARAGE FLOOR _.. N (MIN. SAND EQUIVALENT OF 30) r— O H.P. HIGH POINT OF PROTECTIVE SWALE / 7 OVERSIZE TO FILL VOIDS DENS/F1ED :: :'. :E: M/� _ ! _ INV. INVERT 0..3' AUTERIAL (TYP) BY FLOOD/NG. '::.�.:_.., ~', Mi M.C. OR M.O.C. MID POINT OF CURVE P.I. POINT OF INTERSECTION 011 i • P.L. PROPERTY LINE 2 0' P.O.C. POINT ON CURVE ROUGH GRADE LINE _OVERSIZE MATERIAL DISPOSAL DETAIL P.R.C. POINT OF REVERSE CURVE T.C. TOP OF CURB SECTION A—A T.F. TOP OF FOOTING TYPICAL ROUGH GRADE SECT70N 90' R/�V — 62' CIC i /7 NM/.V _lV 4LE 7YP. T.S. TOP OF SLOPE Q 2\ T.W. TOP OF WALL (918.56) EXISTING GRADE OR ELEVATION 908.76 PROPOSED FINISH GRADE R /�,� /�/ 2 CUT r DAYLIGHT UNE / „ R/ _SECTION 6-6 FILL ] OPEN SPACE 110• ' rf 6' WOOD FENCE 00T CONCRETE BLOCK WALL (RETAINING) LANDSCAPING 55' 55' —X— CHAIN LINK FENCE 86' ~' T.a. TOP OF BERM 12' 4,3' 12• COMPACTED F.H. FIRE HYDRANT 6' 8' VARIES EXIST IMP'S FUTURE IMP'SBY OTHERS ti LOT Atn (T1P EARTH BERM b�:. S� VARIES 25' ARn• 4 MAIL BOX POST WITH INDICATION OF THE oe� pAp p2Y• � t O R � PAD � NUMBER OF LOTS BEING SERVED - VAR1E5 — STREET LIGHTS ROME _ I• t ��1• 1151.0 11550 EIEY 10' or 11' 5' _ 1 / SEE PLAN �-,j 1 /�f RLIT PAD FAT FID /!// AW 2' EARTH BERM DETAIL 2:1 SLOPES UNLESS OTHERWISE NOTED LITE LIVE NOT TO SCALE FESSIQ �y 1 % r �, E 1•� ROUGH GRADE UNE L T DEQ 710--- DENOTES EXIST. CONTOURS 18 W/f0zJ41X. 15' m .EF PAW 0.3 y �i RSI a TYPICAL ROUGH GRADE SECT70N RANCHO CALIFORNIA ROAD �• � � RDUCH GRADE M REVISIONS► APPR. DATE APPROVED BY. PROIARED BY.• SEC770N 'H—H' /%% DRAWN BY. D.E.CARTER TRACTS N0. SIJJ�FFT Q Community 5215 CANYON CREST DRNE 23100- 1 "" 2 sHE�T CM Na 27M6 — DESIGNED BY —�� En&"rfn9 200, SUITE` 252 COUNTY OF RIVERSIDE 7 TYPICAL LOT DRAINAGE � I J1• /"3 R�"ED B'' - S"�c"' �Im R"' � 92507 w>E B/ (714) 7a 1-0950 S'G7�IEDULf /� NOT TO SCALE APPROVED fm SCALE-- BEW" WIR `' ROUGH GRADING PLANS OF 6 SM DETAIL SHEET FOR: ROAD C oIVER RAVRS7D£ C011NR1: AS SHOWN SFE SWEET I SE=0IV 28, 29 M & 34 T.7S . R2 RLE NO. Q4M 354-/46— 06 I 6' BENCH r BLOCK - 4 COURSES HIGH 12w •_ ti• i 2X 2.1 (.. ,�` �` 2:1 �. 14 BAR O J6" O.C. Cx - - 6"x r- W 1.4"xW 1.4 + Ant/ /P/lit/ W.W.A/ - W 1.4 xW 1.4 �• W.W.M. FLOW UNE AS SHOWN ON a 30 30 CONCRETE SHALL BE CLASS "BFLOW LINE o Ems' ST GROLKlO OR GUNNITE CONCRETE SHALL BE CLASS B" AS SHOWN ON JJ BAR CONT. /C7' O' ZO' O �,,,•'•'' OR GUNNITE PLAN I � 4E'-'/ ,vI DOWN DRAIN �'`� �E � �/ti TERRACE DRAIN u CONCRETE SHALL BE CLASS "A" T. Q 2 & SPLASH WALL INTERCEPTOR DRAIN • CONST. JOINT \ . 1 Z #4 BAR 6' O.C. A A 4" " 4- T r j I 1 C.1 TCH- � FL 6"x 6"- W 1.4xW 1.4 \ V W.W.M. CIO6" 38 36.. C e 3 SECT/OAC/ A•A - � 2 PLAN VIEW DOWN DRAIN ANCHOR ° CONST. FI' JOINT ! MEN 12" a lot 0/c t�. 4HAR I/A/4/ES •.,c. . �.,c 14 BARS TRACT diOU/VOARY R LODOWN DRAIN - SECTION "C-C" T L//VE .40TUSTM T � . �v,e�l7LLE0 2 MODIFIED C. B. NO. l t.a-w 101 rYR yy-A5" ` ,,4LL rYP 1Z7F'/.3T. P,4OELEK � WITH DOWNDRAIN PJ?Gt�O.SEO f34O E,CEV h � AX,'nT PAO ELE V I - 5�� /� �` _ �. alt/ 0.4A/X/ 7254RA(=- AnqMAJ AVTE�CEPTZ7R Dl+��/I(! fX/nT. MAIL ACKA4 Al 70 � aE REMO VEO , � � /VTERCEI� QCT/O/V 8-,B TOR OR,.4//V TO dilliIIIIIIIi T S_ t - - 00,4VA/ ORA//V G T,�I/L 8~ /00 7i4. 8OU. 0AI i F.14,�EMEiI/T EX/�T G�4t�C.W O Z• v I , 3• , .94AJf/ `V'4L L i 0, dA/A/ FI4C)'7 PKO ELEV V. 3=0 .;j % Q 2=/ SLC/2 QXl/xf Q?.4/It/ ' \ COA.1C. CLASS 1"416W SEE Co/VC. pRA/A1 + Lm ,1!47-0 !�X lo'►-!t//.4X IiVI Q 6t/. W A 1. • SECT/O/V C-C TERRACE - ORA/�lI - CEP A/ - ,,. T ,5 TO DO`i//V ORA/itl FK' CG VCRE TE SRA /A! tips va"m REVISIONS. APPR. DATE APPROVED BY.- CA DRAWW &Y kQ PREPARE.. BY =5 ovmw TRACT N0. 23100- 1 & 2 SHEET DESOWD 9Y- Cornn►uxdb► carr DR1VE REGISTERED CML ENGINEER NO. 27366 Eng 9 61[DG 20q SUff 252 19D� EXP. MARCH 31, 199-0 V en QF S ,rye OIL 92507 COUNTY OF RIVERSIDE DATE v (714) 781-OMW ROUGH GRADING PLANS APPROVED BY.• SCALE. BENCH MARK.• Of 49 SHM FOR. ROAD COMMISSIONER SECTION 28, 29, 32, 1.3 . r 7S .,R2W RIVERSIDE COUNTY. AS SHOW ' SEE SHEET 1 FILE NO. L oATE 06