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HomeMy WebLinkAboutRough Grading 0. ROUGH GRADING PLANS Riw� 66' __ .,_ R/W 23267 GENERAL NOTES i. ALL GRADING SHALL CONFORM T T 51 6' 10' 12� 12' 10� �s O HE UNIFORM BUILDING CODE, TRACT . NO , CHAPTER 709 AS AMENDED BY ORDINANCE 437. 4 & 5 0.3' �-3 � 1 I NI S HED SURFACE 3 y 0 2.0 y° 2 p°/ 2 0 RIVERSIDE COUNTYI, CALIFORNIA 2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE =1Y. _ IF CUT OR FILL IS LESS THAN LO , 2/. IF CUT OR FILL IS LEVEL CUT . GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF HIGHWAY 79 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF 1.5ROUGH GRADE LINE CUT OR FILL SLOPES, I$ 13 14 15 K 17 10 I! 20 21 75 76 77 T! 79 10 91 82 03 !, •S 97 3. MAXIMUM CUT AND FILL SLOPE = 2:1. II PER RIVERSIDE CO. STD. N0. 103 ( TYPICAL SECTION ) 4. PROVIDE 5' WIDE BY 1' HIGH BERM OF EGIUIVALENT ALONG THE TOP NO SCALE ,o CAL LE LOS: PADRES s19 OF ALL FILL SLOPES OVER 5' HIGH. 190 5., ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A R/W R/W ! r t000 COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS _ _ _ _ 60 _ __- _,. t, 0 29 2s 27 29 25 24 23 22 74 73 72 71 TO 019 s• s7 ss 05 s4 s3 191 BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 40i _ 19 REPORT FOR ALL FILLS OVER V DEEP. Q 6• 7 . � 3o Is 17 10 32 33 34 35 34 37 3• 12 _ 12_ � 8 w 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING - AND s , 31 SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF .+ 2 p•/ 0.3� 3 FINISHED SURFA E 0 3' 0 /• I O h 3z 94 • ?�� �' V/ 1 �• ROUGH GRADING, IN ACCORDANCE WITH THE APPROVED GRADING PLAN �I 7y. 17 � -_ Q y PIOIQI�J/TQ O i9 3O RTE s� TRACT NO. 2329"9 PRIOR TO ISSUANCE CERTIFICATION 33 � ,q�/rA , ss CE OF THE BUILDING PERMIT. LEVEL CUT 0 20 P► 144 s 9s SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL tp SLOPES. --- 1 5' ROUGH GRADE LINE - - 4 21 2e 45 S7 97 N 3 34 Q 43 41 140 5i 98 70 PROVIDE A BROW yDITCH, DESIGNED TO HANDLE 100 YEAR O STORM 1 V 4s Q DRAIN FLOWS, ALONG TOP CUT OF SLOPE. 2 �' V 1419 5o sl s2 ss 1 10 •7 INDEX IMAP PER RIVERSIDE CO. STD. NO. 104 TYPICAL_ SECTION z UNI 1 0 ,00 = .0_ Q . 25 54 g. FINAL COMPACTION -REPORT WILL BE REQUIRED FOR ALL FILLS V 4 v SCALE= I" • 150 GREATER THAN ONE FOOT, NO SCALE a • 101 Q Q 5 13 V/�4 ss N S.4/yT lot 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH v O 4 v 7 i2 • /HES RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY R 100 R/W r 3 ^ M r0 Q5 los GEO-SOILS, INC., DATED 10- 17- 89 _ TWO' SETS OF THE 76 �+M ° FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING 1 +-� 2 . 119 110 117 /K FIs I 104 Q $ 19 l0 14 X13 II= AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION -DESIGN. 6 6 8 I _ 12 ISI o 6 6 �,,, Qr 1 '� los lo? 10i 105 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE I 31� alp 3 to s7.4 V/ �IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY FINISHED SURFACE I ►�_ 2.0% 2 C ti� � b R/Q ••mftm . SOILS REPORT. �0 3.0 CFS G`l/LA �•�■�• ..�...•....... J LEVEL CUT too "'"�'���•�.�. 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY TEMECULA CRE K CHANNEL PER ASSESSMENT DISTRICT N0. 159 ~� DEPARTMENT, 4080 LEMON STREET, RIVERSIDE, TELEPHONE 787- 5� RVUGN GRADE LINE - - � �� 61469 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT ON=2'7.9CF5 = t.t CFS "''�"'�"�"�''"""'� GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE G000;42.2CFS Ova=f5CF5 APPROVED PRIOR TO BUILDING PERMIT FINAL INSIrItCTION FOR EACH LOT. PER RIVERSIDE CO. STD. N 0. 101 (TYPICAL SECTION ) EARTHWORK QUANTITIES �. 11. CUT SLOPES EQUAL. TO OR GREATER THAN 5' IN VERTICAL MEI131•IT NO SCALE RAW CUT Item C.Y 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 R/W '97R/W WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL OF FINAL - RAW FILL &e�D G=Y INSPECTION, ►� 64 . __�__ _ _ __ _ GENERAL NOTES CANT. woo 66� __8'�.. _I��' �.,., ' 12•� 12 ' 12' 8i 6' 15' * 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND 19 . EROSION CONTROL. ALL GRADED SLOPES SHALL HE PLANTED WITH 4.3' 3� ' FI - F 3' 0.3 % ROSEA ICE PLANT AT 12" ON CENTERS COR ANOTHER APPROVED GROUND HAS BEEN CLEARED .OF WEEDS, DEBRIS, TOPSOIL, AND OTHER NISHED SURFACE � 2.0 DELETERIOUS MATERIAL. low I7% � 1.7°/ � COVER. SLOPES OVER 15' IN VERTICAL HEIGHT IN ADDITION TO -- GROUND COVER, SHALL HE PLANTED WITH APPROVED TREES , SHRUBS, 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO •BE LEVEL CUT OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ' ON PLACED IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM M. CENTERS; TREES, 20 ' ON CENTER ; COMBINATIONS, 15 ' ON CENTERS . NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL -BE ROUGH GRADE LINE IMPORT 9�i e4d C.Y ��e�1 /��l" DATE: 10-16-89 SLOPES OVER 4 I N VERTICAL HEIGHT SHALL HAVE PERMANENT � APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER OF FILL MATERIAL. U. P . G. , CHAPTER 10.R. *SUB-EXCAVATION C JANTITIES U LL BE WETERMINEO WY THE SOILS14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PER RIVERSIDE CO.-STD. NO. 102 MOD.(TYPICAL SECTION ) ENGINEER DURING GRADINGS 20 . FINISH GRADE SHALL 'BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL NO SCALE NOT LESS T1r1AN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO LEGENDADJACENT PROPERTIES. 21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES T.C. TOP OF CURB SHALL BE PERMITTED. " 1 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED �1 METHODS. 22. ALL PROPERTY CORNERS SMALL BE CLEARLY DELINEATED IN THE F.L. FLOW LINE FIELD TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING . 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST ANYON F.S. FINISH GRADE , CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. CoE PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST E.P. EDGE Or" PAV LEGAL DESCR I PT f ON a BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING EMF.NT �+ THAT PORTION OF PARCEL 1,2,3 6 4 OF PARCEL MAP NO. 18993 RECORDED OPERATIONS. O 11044 PAD ELEVATION IN BOOK 134 PAGES 13 THROUGH 19 OF PARCEL MAPS, IN RIVERSIDE LAKE s, _ � � LAKE SKINNER t COUNTY, CALIFORNIA. ' � 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND �, A.P.N. 926--016-002 003 010 011 012 OL.�. � FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO \ � 54 LOT NO. G �, • • • • • � X THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND FILL SLOPES O •R TOE OF FILL SLOPE OR s' `� � NGINEER S NOTE OVER 30' IN VERTICAL HEIGHT. VAIL EXCAVATION LIMIT LINE C TRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 's 46.8 3.31- 1� le. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL AQ ESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF � � 2:1 SLOPE (UNLESS OTHERWISE SHOWN) �! ONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AN '� SUBMIT CERTIFICATION OF BUILDING PAd ELEVATION. WHERE RIVERSIDE CO. � C 1 'I �►�' I � SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVATION (WITH _ �`i�0 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NO 4 • SAN DIEGO CO. -;- BROW DITCH BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL • RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION N M�g5C1 � � PRO.JECT DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS WITH RESPECT` TO ADJACENT GROUND SURFACE IS REQUIRED, THE R SITE 3 INDICATES SHEET NUMBER FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVE1y,,',� , THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY -. !"' ��r.y• 1105-- PROPOSED CONTOURBENCHMARK DESCRIPTION ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. t ELEVATIGN : 1052.514 �. E 15 --//45•- EXISTING CONTOUR '' " -` • THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR !RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 !.2"` BRASS VICINITY -MAP 4.0 Cf s _ INDICATES O 10 �y STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN b r HWY. 79 f OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL .THE INTERSECTION OF MAIN STREET AND FRONT STREET IN TE ' NTS PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MAPST 6.6 c f s INDICATES 0 100 ,• « : ' OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS SAND IS ROAD. 109' SOUTH OF THE STREET CENTER LINE OF HWV1 79 AT RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LIMES • NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE AFtOYND� SITE. ' --'--- =1414 TERRACE ©RAIN OR STRUCTURES, 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER, UNDERGROUND ALERT _IN O. SOURCE OF TOPO. OWNER /DEVELOPER. SOILS ENGINEER. REVISIONS: APPROVED BY: TRACT NO. ( _ Crosby Mead Benton & Associates 23267 -4 a5 GR HOURS PRIOR TO ANY SAN LO AERIAL SURVEYS PRESLEY OF SAN DIEGO GEO-SOILS, INC. oIs CIVIL ENGINE W.a • Ems° �►•r«• COUNTY O RIVERSIDE GRADING IN THE VICINITY v,11TE: _ _ sssr La h...C.wr•&A* ,ss• C.�.4 Camwif..too, f - dllTRATIOM EXr1AE t0tt)410-1210 15CA'0 AVE. OF SCIENCE .__ r3 �a ' - '-q ROUGH GRA I N P A OF UTILITIES, CONTRACTOR 4875 VIEWRIDG� AVE. 5751 PALMER WAY, D G L SUITE 2O0 APPRO'1/ED BY: SCBE: BENCH M�►RK: Ay 2 9 SHEM SHALL NOTIFY (U.S.A .) SAN DIEGO, CA 921231 CARLSBAD, CA 92008 TITLE SHEET �.. UNDERGROUND SERVICES SAN DIEGO, CA 92128► AS SHOWN T-2- 81 (619 ) 565 - 1024 (619) 451 - 6300 (619) 438 - 3 155 R"'�1°� °°"�^', �'�• ELEV. = I052.514 FILE No, FM ROAD COMIISSIoNER ALERT AT 1-800-422-4133 - ---- UATE: D�T� SEE DESCRIPTION ABOVE W.O. FOR: F.e. TOE SHOWN ON GRADING PLAN _ �"—_ cv T o VER F/L L SL OPE _� �� � ._ �rstr .SuerACE a�sI�GwF � rs �..WINS ;f SOW asp SOW it Ilast N4 Slow PROJECTED - �- of � � Typical t" 1 lis . l fop - al FAcr Ais SOW •`. 0 low -- �. �. �� �- - ro of' coA/s rRvc rED / .00Ii �( , • PR/00 ro FAL c •' I NATURAL foo 10' Typical IIL A R N _ N SLOPE - CErEA►r SEC r/ON 00, P P ' � M ... - #A rAIRA L chff D / : / • � _ s.. - � SO, � — OVER/�l/L D & TR/ill BigClir ,fie";'�'SOW -� moor 1 BEDROCK OR F I R irl REMOVE d/A/SLI/rA IL E �• • • / _ f _ I - _ ` FORMATION MATERIALNATER/AL z /=. s -o s-o •nyicr �j0AIIIr. AT4oc� W. 44 "IT2 i F/AI/sM SURFACE � �'_. P Minimum 15' Minimum • r '� PRo✓Ecr PLANE �. / rO / .ANA XINUM FROM _ a' r rP/ ,� r . -e roe of sL o PE ro #r#cN NE/ilMl r A PPR O VED iROUND - ,.�VOW' FL : . _�' : • . IVC v Note = Where natural slope gradient is S= 1 or less, s o wr s IN benching is not necessary unless ' stripping /s' rr#. did not remove all Compressible material. NE DEP TN LOwEsrsrvcm TERRAt�L14.4fN rRAA "OV TYPIC&L FILL OVER NATURAL SLOPE 'Q REAR PROPERTY LINE-IZ" GEAM ,4K'/�+�IORS , (SIDE YARD-s" KRM) Final Gra de ---'------Roue+ GRADE. ■ERM " 11 c�A (SEE PLAN) • Sol 3 PAD ELEV. ori fi n a l ground f—VARIES 2 A Id". o t .-. PAD ELEV. •. Loose Surface Deposits • • ; .-- `� *.'e' TERRACE ARAIN AND DOWN DRAIN NrERSECrION Suitable �' •• - � .� Sup t0b1e - o � X� �„•1. BERM DErAIL - .1 —1 •'- Material' o a= •.-: .; AT REAR-:;� `=• Moter'al PROPERTY L/NE • --• 'L•1 �� �. �� COOWW rE SPLASH Mi4LL ROUGH GRADE 00 C�, '`i,2 lo_ )KCONST. BERM WHEN HEIGilT Bench where slope �� - exceeds 5. 1 r/�. �F .scoPE Exc.FEos a Subdrwn *" 6 we z ', A/R BLOWN MORTAR at e � ROBS rR'�O L (VERT.)• - 1r, DOWNCRAIN 0 R e 0 BARS-AS SHOWN, �� moi► R A /ME`EQED, �I�pRt.J � I �� �� TYPICAL TREATMENT OF SEG TI ON ,4-A NATURAL GROUND 4r all REMOVE ALL TOPS 01 L, PARKWAY CULVERT -� 40 . JR BLOWN AIIpPTi4R • "'r CO LUVIU' M AND CR.E'EP - - - FROM li1 TRANS 1 T 10 N FILL L L - � DOIrIIEiRA/N' M,A T,tRJ A L .a- �. _ TERR�f CE OR�4/A� Q .000* 4.4 8C20 110,00I moo ..-00 Gras:1 p_ of � 1 ��,,��0"`� + / #e DOWNDRAIN TRANS/T/ON TQ NOTES FOR Pl1YEQ DRI�INAGE DEV ICES �•+ FF `� ` o%� , Typical PARK WA Y CULVERT Cn 00I .a*. — 10• Typicol PLAN VIEW 1 . Concrete shall have a mimimum - ultimate compressive strength at 28 days of 2500 p. Y pneumatically a . i . concrete may be i � . . . . 0000, � � placed and shall c.on f oras to Section 2621 of the Uniform -- CUT SLOPE _! 15minimum Building Code . �. 7 - Reinforcing shall be 6" x 6" - W 1 . 4 x W 1 . 4 welded wire BEDROCK OR FIRM W11R/ES VAS FORMATION MATERIAL taesh ( W.W. M . ) or approved equal . NATURAL 3 . Ground- shall be re-wetted to the satisfaction of the o GROiUW p Building Official or Engineer prior to placement of concrete i TYPICAL FILL OVER CUT SLOPE �- tEMoisture loss retardant shall b6 used when required by the 1 building Official or Engineer . ;.. RIM ELEV- wow ON VLM BENCHIRG DETAILS UeOl '% Notes : .• V G• EX/ST/NG GROUNO 3 CONC OR /O �, `WWTE ����: Lowest Bench : Depth and width subject to - field change based on F�� ` :.s consultant ' s inspection . 5' s � � o p s 1� of Subdrainage : Back drains may be required at the discretion -of BROW D/TCH DETA/L the geotechn ica 1 consultant . TYPICAL LOT GRADING DETAIL y "S/" FOR o Nov iC� V t � SCALE I"=,20" MAY 2 9199 EXiS r.NG GRI D UNDT.P/CA L SL OPE ROUND/NG DE TAIL "°� �� REV I sloNs: BY: Grob Mead Banton ai Assoeiotss TRACT N O. 23267-4 � 5 QR BL END/yVIG CVT AND F/L L SLOPES mEXJS T/NG GI�ND _ _ 31-92 ' _ - _ � �• 600offe ewv*rw• COUNTY OF RIVERSIDE r� C DATE• t-Z 3-9O �MSTRATION EXPM G 3-3 1-4 so"LAS Pb"Cwt GuamIT� Crrr<CM1WIft 901M M low"10-1210 2 ROUGH GRADING PLAN �• XAU SENCHaF 4 SHEENS ' DETAIL SHEET nrusUM CVUK ► CALIF. FILE NO. 10 MG*A DATE: DATE W.O. FOR: F.e. i W SHE N - r SES SH T NO 4 • A ORIF - .• 3 3,A�• Pr• u� r r • N �* w rr . 100 ...n1 r/' 7/. r` y - 0 Al. Z I _ 4 to A'P1S w ' • '� ' \ ` . � C:l Will 0 11/ � _ ( ins ' w ClIQ wwo zZi j 1 U i Z1� 1 • uw 5 1 t f � 1 r Fl iP ISL' �• N (045.6 �I /, • 3 ! f043.� .� � '` fCa44.2 f 444.2 ,. ch f045.6 ouZ lip 1 ,.. .: - off I's f o45� � - w NOS ~ r r C 0 RAE G� Rw4ao T.C. C• . - • 1 17 .OD'� _ 17 42 Pw . � W 473..Os 1� Li: .�,.� _ o T=16.80 � , w f045z - 1 . • •N •' 3 . ' f za r sit TZ 1• i44 do Na Wm) 1Ww f045oo b zv� to fo44.5 - t fo44 104 tLl w O - �, --0 Io vr1l � \ • •• N11, tel - fill f %2112J — r I"� _ -- .� _ _ _ _ JAI f636 VIS _ T d t d R= S J AVE N I D A DE MISS IONS ,. � �c• . ,off.��• �Ok.�G• dop— L9 . tt1 - Su�d�ViSr�ow gqwAIW R '-� L lmlrS OF &qAD/HG ••- _ 1 r 1 ) 1 �~ w r tel � touNr►of� CX .• L DEPA�MFW of ; Bu;LDING b SA W-v1EWED GATE L) � b-1 �,rov �n1 theme� s s►1�'''�r. . �' '• �� 1 , •� / , i ptrm�t gar, .,+ erg a^nrc". :, -•.,v'c;.:::.;m ct an �. of the r, v�'. �s�the i0o anti,-Amr-0dion. 1 :,. Alt�.+, 4V:. This 1 �► �/ .--1 � � !�vt Ntans A1WA ice:t.;::.t- � �1 W CIVICL4 '4Q 4& 120 A.; \ GRAPHIC SCALE= Ina 40 + REVISIONS: DATE A PP APPROVED BY: - ' 33 era z 9r Crosby Mood Benton � Rssotiotos TRACT NO, 23267--4 a5 1 vise GcA ALON LiN UwY 7 C No. •�• •«. SwIveyere COUNTY OF RIVERSIDE ....u.r..c.,�..rr. ,�., c.�....c.r...+..roo. «,«.s.-,:,. 3 i � !► � _ DATE: t-t 3-'Q IIE�MTR�ATIOM EXMIIEi 3-3/-q SCALE: BENCH MARK: • ROUGH GRADING PLAN A'MlO�VED /Y: SLEETS., MAY x9 WOF.-.� 40 T- 2- 61 ELEV. = 1052.514 I FILE NO. ��' s E E DESCRIPTION ON �� DATE SHEET NO. 1 W.O. FOR: F.E. /�' '20. 89OF � %4,:0 ------ --- _ _,f I • PRO SECTION. , A-A NO, , SCALE r ro T rjHAjJW m Jmprrrj/_r__,M_e__J\rr Pr"I ASSrm"SSM5_, NT Dke"J"'. 1\10. • 194 4 200 2011 202 • 20J 204 . • - 205 1106 207 , ' 120 GRAPHIC SCALE 1" = 40 Io �° �(• I �9 a� 15 r o� �• 31 �� �• ��' T. �� T, a`� 1� f. .Oti 3 .�. �,� 1• �� .�, �� 1• ,o �. •3b 1. 99 .. . �0�' •� 0�� fu pA� 4� d�' _ 1- f� �- -F� • pd'1• F� D�' -F� p�' �� pis' �• •F� p1► F� FV .F� F� 50• �� f� 5� F� � F� y� � p6�' f� 5� FuT • I ,�'1 V' ��• I ,�1 ' IM I 1 lO• l/ D, 1/- 1 r il . (� S'.,� �/1•3 « w.w r " wrwi� � .�.►� u'( T.� ,(� �0 1, 1�T.� ` A � ,�T-� .�T.� uT.P� ;µT � T � � RI .� �I � .�.�� (�I v' ��5 �� 1 . F� F Fad Fu �'�' ,Fa F�� �u ' f F (u ��T F Fu u1 uT. r-a PI F ' 93.up 143.00 93.11 11' o a o a v • a o• o CIL v o a v Ja o � LW aT `T `�`a 3` Q•r ��� \ ^c - f0�46.o f046�0 f0�46.4 104f�4 1x469 � 11469 A747.3 1/475 �047a /447.13 104 2 10462 �7 10497 110491 1�0�4�� f4�4.�7 1049.7 1449.7 10497 014 d6 1s 16 lT 1a 20 21 Ts T TT T al $2 93 - $T . 19 6 e T9 eo '$4 tx $5pe . • ..: ��I� '111 1 ILL? 45 I'll 45ir AR far. v 88 '1 �b 9 V.. r 00 - o �� G• C• G• .- - �0�' C- � .�CAL • LOS P►4D G- 0� � $9 ' 45.00 45.00 W 45.01 45.04 45.W 26.15 2T 26 69 6$ 6T. -r 25 24 23 22 74 T3 TZ T1 T8 66 'P5 64 � _ 63 90 4000 It . * • 1111111 11 10496 141461 s 10x46.1 �_ , ( ~ 10466 ta46.S 10°4'7.0 11047.0 tA47..6 104'7._5 1047.9 1014~!.9 10i4�1.4 � INA + _ 104e.4 = 048.a X04$.! 104,9 t 049.3 1049.9 ' 91 O r WT 4 - • -� A -` F • • r O • a • ) if 1 • �, � �� IT 5 451001 45M 45-00' N • 21 9 �,� Z9 1 � ,• tri r 1� •� _ �� V VL.. '- 61 46 MPA •�•. _ 33 ANT of Mi-DING 32 •• 3, .' Fav 16 • - i • 1.- . '• / Itooft tom s •� - 1• j' 4 ^: .7 r �-own .1.p,�10111`d'- ��flS nut to� rz • u 1 or ron*w 4x1,m'v yips! :A• • . N. • • ' WWL 15 . ►. * fi•: 1`'w _ :y1 1.06 ' moon&4 jvbutll ,�le�rw� xi 4. C �O 610 - • . \ two AV&PATM O T r •O P'� 30 ApVIrq . 14 �Iv 0 • ,y 20 - - =� rn 4 4 ti 96 z� III �D ca r - //0 41 s. CA � - 4 5 TURE R. 232 T S `' 1`. ' T - 8 - � _ - -� . - 5 T • IWAY 2 9 1990 • \ •, 1 p • CO 22\ REVISIONS: Dar Q o APPROVED ear: "' Crosby Mood Benton � Associotss TRACT NO. 23267-- 4 a 5 ` ` � � E�m ,MYwM 3 4 _ _ . - • ' ani: 243-41D �«.TM� Ex. -. ...�u pft"Cow,.*A* ,1� ..•.6.a c dowaft"oft ""a 48.-,:I. COUNTY OF RIVERSIDE . � Z 4 _ - , , iiiiiiiiiiiiiiiiiiiii Now ROUGH GRADING PLAN - - APPNNED BY: SCAU: . . N � Nom+ Iw�c: vF 4 stets • .� 2 = 40 T-2- SI ELEV. = IOS2.S14 ��' SEE DESCRIPTION ON FILE NO. AF4 -� 26 OM►TE: DM►TE . SNEET M0. 1 W.Q. FOR: F.s.