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HomeMy WebLinkAboutTract Map 22915-1 Rough Grading PROJECT SITE I To GO F4Z*-J A C -1 TO FCIVEFZSJoE �p70 c m n F �� m A¢ITA 14 d., GRADING NOTES: Flou ,,p ing s �P F��"'" �NNG�U Cay m 1. ALL GRADING SMALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70, AS AMENDED BY ORDINANCE 457. No 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SMALL BE 1% IF CUT OR FILL IS LESS Q THAN 101 , 2% IF CUT OR FILL IS GREATER THAN 10' . DRAINAGE SWALES SHALL BE A MINI- MUM OF 0.5 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 114 f/ r7 r71! T,QACT 227/5 3. MAXIMUM CUT AND FILL SLOPES = 2:1. QT ONT/H _ 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES V/5 `� O OVER 5 HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO TlZ,4CT 227!0 /v O SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A-FWL �At RT FOR ALL FILLS OVER 1' DEEP. COMPACTION REPO 2 3 5 7 � _ /D // _ M16H y%11 F 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT 94 JO J/ /2 X18 / WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE � nTE PEL /3 ��f-jO < C APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION K SMALL BE TO LINE. GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 89 J3 CO2/ P b o �� 97 16 .X0 /7 R ;o �ti DJ6C-r� I.IoRTH 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP CUT OF SLOPE. 0 92 SAY �.o.L.E t" = 40GY�� �:���` �s � � CO �E(� 76 75 G /4 /3 3 C� 22 c�`-r S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. T,QACT 2l�75 4 4T �A/v 77 -D /7 9S /6 O 23 c- 9. All GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY 57 7 BO 24 25 04 4 /5 24 VICINITY M A P SOILS INVESTIGATION BY PACS FIC 50/LS 1116. (PROJECT NO. 400157 DKTED oEc 53 2 65 84 43 82 ! 5 74 /5 23 /6 1988 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL 3 22 � 5 /q � 2`� BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION '� -I 73 \G' �3 6 /3 X DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE 2 I 52 T 72 -Q 2/ WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �� 69 70 7/ � 10 4 � 5/ ---'� 60 �10/ 6 68 77 9i � 7 /2 � 27 10. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETY DEPARTMENT, 4080 LEMON STREET. 6�'0 (� RIVERSIDE. TELEPHONE 787-6146. AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TU-IMDING Z�I ro 49 VWc/V T 05 (�� L 35 2!2 m PERMIT FINAL INSPECTION FOR EACH LOT. 11( l�t" 1 /O 5 � ^I(�� � 17 � P 38 _ e/ 6 e' _� � 29 NOTE� TOPO MAY NOT REFLECT EX/ST/NG 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO 4 �/�EI" 27 7 46 45 � /G 39 n OR GREATER THAN 3' IN VERTICAL HEIGHT SHAH BE PLANTED WITH GRASS OR GROUND COYER 3 � 3d � CASH A FIELD COND/T/DINS 061E TO BOR�PUGt/ AS SHOWN ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM �OB ��s ,(� 4� 3o S�TE 1--OR T/PgCTS �Z7/� = 227/(0 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIORI? Ig / �f l 3o Z9 24 9 38 3 ✓' 34 33 32 3! TO THE APPROVAL OF FINAL INSPECTION . Jo4.. OV' 5/ 47 5COO _ �QLL Sfi✓TS> 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF l 2 ` 32 81 3 'O CO 57 56 56 b 53 WEEDS DEBRIS TOPSOIL, AND OTHER DELETERIOUS MATERIAL. F/j'I /20/82 1 2 20 1 Q\ q6 Q/ 49 � � NOTE � TRACT 229/x, PHASE 1 G'/PAD/NG • P11v1A11.�553 33 2 3/ TE a 47 a8 s/ .52 /191ST BE G'iPADEO PSP/DSP TO, Ole �, 3q Z/ 42 43 44 415 :j3 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. IT MUST BE CLEARED. EC,'�TA CO/YCU�P�PENTL Y W1711 LfArT 22015 KEYED. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE i L 4 45 8 2 33 APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. a 34 35 37 3B 56 40 4/ 2 43 A�ACCO _ O TE 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE o- NO Q� D < 3 30 g ` s4 STRUCTURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING / 7� 67 PATER AND �� TO ADJACENT PROPERTIES. 4 � 78 � 66 (04 69 g2 (o/ 60 59 `� b7 5rc �`✓ 26 �s 77 G 66 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 5 4 23 / 20 119 76 6�1 76 70 22�J/6 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, 6 TQ�ICT ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE 8 `> 7r' /O PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. v TRACT 22916, 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ti /4 /5 1/7 SUBMITTED BY A SOILS ENGINEER TO THE BUIDLING AND SAFETY DEPARTMENT FOR CUT AND /8w 7_23 \ FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 8 . 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION rs (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO �s NQ. ITEM QUANTITY UM1T ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SMALL BE GIVEN. / 200 r L.F �T u°- /20 19. EROSION CONTROL: All GRADED SLOPES SHALL BE PLANTED WITH ROSEA ( CO�CjT pjl?QIAI DITGN VIEW DC'T�l�l�, ICE PLAN AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, O L.F. SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION COI.15T "(6Ka.A� n124.1U P�K D�A1L , SNIT• 06' b, THERE OF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON 3 / L.F CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL LEGEND `J�kT- u° (b. /GYM L.F HEIGHT SHALL HAVE PERMANENT -IRRIGATION SYSTEMS WITH BACKFLOW 1/6vz� �� a� ® CQuSY DOWN f7aAlu PE 12 DETAIL,, PREVENTION DEVICES PER U.P.C. , CHAPTER 10.r INDEX MAP F.S. = FINISHED SURFACE O 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SC�4LE I" = 20o ' T.0. = TOP OF CURB 0 LESS THAN 1/2" FOOT FOR A MINIMUM OF 3 FEETF.L.PER . - E E�. 21. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE F.G. = FINISHEDGROUND O PERMITTED." E.P. = EDGE OF PAVEMENT0 . 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR EAFT"ORK QUANTITY-ESTIMATE S.D.- = STORM DRAIN TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CUT FALL 1180. PAD ELEV. @ LOCATION SHOWN 0 ,ggty! 1,76Z,500 C)" 5/9,500 C Y 18 = LOT NO. COLO V/U/� RE/'10v4L E /23,500 C Y /23,500 C Y ---- = TRACT BOUNDARY 0 1 ,SEC PACT/GW TRA 5/Trow �oTs � 0ro Cy 34aao CY = APPROX. AREA TO BE OVEREXCAYATED ON orS�tS� To T�Zz9i� OV XCAVAT1orV 7w C�.4YQEo5ZD, GYM CY ZO,� C V CUT-FILL TRANSITION LOTS PER SOILS REPORT /,Z38,9Gb CY 51-15TOTAZ /1939,500 CY 697,000 CY /ZM- = FINISHED CONTOUR s4 k:/ <A6 , C(/5�o) To Co[Z. -/8,soo C Y _ _ IZ 0 - = EXISTING CONTOu 5To /-AUB.A f17,600 CY RECOMME DED FOR SIGNATURE 0.7 ' B5/G�/-VCE 11V COZY + 0, 700 c Y i ,;tom << „�rO // a•�� TG - V Of W'T /l�Ci- r0 0',4.0110 707-AZ- 4938,600 C Y 700 CY aQ` GF o e, Q -,F Z NO DATE L 29064 m ' EXP .3131191 DRAWfI BY: * DATE �rgT�`1vI DESIGNED BY- fv _ MAY 19 1992 E OF CAot DATE CHECKED BY: GOUNTY O'F 1VE SHEET BENCH MARKff _ _ F RS B.M. N0. T-29-81 SOURCE OF TOPOGRAPHY OWNER/DEVELOPER SOILS ENGINEER AND GEOLOGIST +ryV�ll�am`F�Ost r� T T p TY RIVERSIDE I C-t.- -PROFESSI NAL ENGINEERS PLANNERS& SURVEYORS 1 RAC 1 00 1 5j COUNTY 0 E BASIS OF BEARINGS 211" BRASS DISC IN CONIC. CYLINDER LOCATED FROM THE INTERSECTION 28"t,SiNGLE OAK DRIVE •SUITE 250 RANCHO CALIFORNIA,CALIFORNIA 92390 l /_ OF FRONT ST. AND RANCHO GALiFoF_U1A kOAD, 1.8 MILES N.E. ON THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 'NESTE BRUDIN d STONE, INC. COSTAIN HOMES, INC. (714)676-8442 FAX RCU� `36 6;ZA0t �� RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA OF THE CENTERLINE OF RANCHO V1� ROAD AS ENGINEERS - PLANNERS 620 NEWPORT CENTER DRIVE, SUITE 400 • RAOD AND MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION SHOWN ON FAVZeL, AAAF U4 22514- RECORDED IN 536 E. FLORIDA AVE. NEWPORT BEACH, CA 92660 Pacific Soils 1' E. OFA 7' CHAINlINK FENCE, 21' X 16' AROUND S0. CALIF. GAS H�MET, CA 92343 7370 Opportunity Road, Suite N VALVES, 40' N. HA P.P. (NONC) 94' N. OF THE CENTERLINE OF RANCHO BOOK 145, PAGES EO THROUGH85uf MAPS, RECORDS OF San Diego, CA 92111 POST SET 1' TE OF MONUMENT. RIVERSIDE COUNTY, CALIFORNIA. BEING /v 6.9°oe'GY�"E (714) 658-7116 619-560-1713 ` °A1� -�- ; CALIFORNIA ROAD.FIBERGLASS WITNESS 0 F SHTS J ECJfUl`'' L)01JA� �Cti? �jl�j( �I R. C. E. L�4.(L•'�, ADJ. DATE: 9-13-82 ELEV. : 1128.410 - Jti L-Y"I J - i r T 5 : v Tft 17 J J , e _ (4 ___- , � � � QOM _ , ; - ,� -- --- - _ \ , \ ,, \\ 44 Z /48 146 y los 14�J '_ // / // — \ \ \ .`\ \`- \\ fD V 4.0°i M. 4-9'00/00/11 147 I /3 N \ '��' ` Q�` (� g �- � c, � r, 2.48'. m'► � _\ -- � � - -- - +� 4 / -� _, -\ t \ \`', \ � `� . - \ \ j4 \ 60.0 6l r - - /295. .- \ � \ / s.67 na ,\ I / - " oor /305 - b _ - - , 5 11 qj 149049 X,� PM /9553 We 0 \ 6 - - - - i - • / I _ r y+ / 1 6/.07 �- ,. ; \ \ \\ 1•L \ 6k 160104, 6l ICt 17 41 , - \ ! 01.6•3 / 3;._ -� `iv' 2 !, Od f -_ --- , Q �j r, • t'7`- _ Ire. M --- i If/7 E,i/STG3P.9G� 6/-S3' 60. ,K7'zor - G - 6 r- �• m /330 ,\ - - - , 70 - �` {. 2 - -•\ --_ :. :. 34 \�\ 5.7 30.3 � - - � - .- 1320 / - f _ 1 • �-poi �• �: \�\ \ \ \ _ --'�c � � � � ,� '�. 3 �. _ ;�_�_\\ -_ _\ � \ . __ — oc /3/0 .. i • ) ��J. . �(�7. 6/.97. 1 ld > j GQ�� 0,-. �5 (?",�y 6 L1` e I �(!.� 1.�ph - ----tv \ 1 6.e - i _- __----- i - W- 1 - 1 1 •, / \ \, ;=1� SSf/EET /1�-3 :7F TT<ZAC��. \\ --_�.- ,�-� \�- � /96.09 .-' pd � - : �� \ \ \ `\ � \�, i � � � _ -�_ ,_- _ C�r?AIJY/l,(S _ LAM \- O \ ` ��NSTK�•/�� r/ ',' ,� i � Q� \ e a \ - 1 CONSrR[�CT rro.ae' � rc' 1p- �• /sa. ' r.y I,�G / ,.; �� i : � I,, ( � � j ,; _ r --— •p 4 CQ \l \ - i 7 3'>� r ------ MAY 19 199 SHEET COUNTY OF RIVERSIDE rt 'Bei �William`Fr�st &`dates � PROFESSIONAL ENGINEERS, PLANNERS 3 SURVEYORS \ - \ '\� \\` - � ="" i/ :��'� - - _ Sj _ClVll ; � 2705 VN EZ ROAD.SUITE C.RANCHO CALIFORNIA,CALIFORNIA 92390 , \ /�% �= , ,lt (7,1, 87d80l2 TRACT NO. 2291 -- - 1 OF 9 SHEETS ROUGH GRADING PLAN DATE - AMES E cDONALD R C E 29484 (EX 3/31/91) v1- J ' P ff e / / Q , 1 Ay I z'. \I\jD ! / lry^'• 'o R1J1 , % 1 . a) . Q --- ' f� q , a _ i s \ / h r o- 1 -7 R 0000 f aa 't 1 _ u 6 2 T r ! l 4 � 1 � J i a+ / 5111 J \ .t6- i T C- Q 3 ,t G 9 \\ a - _ 42 , , , , i i Rr" 05 1 OA I' i" \ \ I v / J 3 \ ` �t J � � � ! � .% �.I — 1315• , I ' ' , .. b. � - 1 \ \ \� 'i /", '/ j - , , ; / • I _�/�. y' r,y '60,0,9 - I � � .\ \ ;'' /i// ,i, '/, ,/;; /// f , 0 - 1311.7 ♦. \\ 12� G , , kA // 1 / ,. ,. ;..' .-• // "._ \ sem,+ '.. _: _ --^ .. _ y' - - —_ '�� ,.' // /; i �4 r / ti • k 1 I f i i l j r / � � � -- - -' �_ , /�' ,:`\ • __'ID - !:� � � - / / illy I % / / / / // / 0 VI Tc •� A.o /3x2.3• _ '/ / , AN .1 C , ♦ / .� • ,. - _ ,,, i-' 1312 _, � _ - -_ '� 1 1 _ I I I - ` y F 3 \ ' i - I 1 / t �►. � �.F ; i\L AL If J , l , • ` , aa.to s>d.ate- � 60 61 - / �T CUIVST,QZlCT TE, Z96'6 �GZqlAl ng7 c, �� a 44( 61-ICkT NO. J � i 1 cOA167941h7 oowN vaar E,r J. ) •, � //�lE - S SNEET M i '• , i 1 - I MAY SHEET vi COUNTY OF RIVERSIDE ); 9�bbcert cBeiq,cWW am cFibst 6&Associates / �,\,\, _ \ ;, ,,• /'/ / ` nITIVO T r, Lu 29464T PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS 3 a FXP 031/91 -r! ` 27405 YNEZ ROAD,SUITE C,RANCHO CALIFORNIA,CALIFORNIA 92390 (7,.) 878-8042 R A C T N O. 2 1 \ . v _ _ y / ► / s T 2915 1 DATE/ 9 � s i i ROUGH GRADING PLAN / / ( i—20—$ JA4s E M gbONALD R-C-E 29484 (EXP- 3 1/91) c _- ol V. ti I 0.4 +' ,is W71 c -,�� . , , � , '• � ,. �- -� - '� \} / \ •\ \\ �- �.=' j /\- \ �� i 60- ��. s �titi S tib- \ h I • ' (� �• � /h ,"".- ,, � � / �/ ?0' .� " � m -- ���-_ •� ` ' iJ r �/ I 1,32 - -- - - _ ,\ 021,6 / I Ic i47 y A `u L►i i r _ d i ort - s , / / / ` 1 r � � I - .--; '�, \\ _ �•(h �. m u N 83 45 0; i r 1325 /// �• / / \ r , Z ' " � i 'a (D - - 1 21.0 � \`•� __-J 3 • , a I - rroel v ' / v, 2J'�1- � � Y . , • - - --- __ -'.. �.: _ /�17.� �l ' � - - -:-111- J .�� �, v J /3075 9 A i - l r 65 T7 l 4 f s B / • \ _- .-: I � �"" •0 ,• � '�\ - o `•, t- -_ •''�• -_ ,,.,,, , .: - ,: -•ice , � �U >,:3 "-, ti � _ / / l i i" %, �- c r Oro J i 61:00 6 " Z-G / 2Z , ` � T " ss..�s - - 1000 D5' . - 1515 .0 " / / O / \ - - f r ,• •-. � X96 � � �8 _ _ - ��� :-� t2/ 4 / - � ' - � � ,' , / ;`/ / / / / � t 2aJ i \• / .� J� o, 14 0*1 •\ \ G 60.0 / j O 0 J - - / / � SIG" p � \ -.�. 2 �'► s > � �& .� � ' ! � `- - �� .G '� ///j / % , O \ f4 z— r,— SO.60- X . � _ J7. r J I � v \ / i 1 v i i 6 /. 1 NG / T5. _ I I SHEET COUNTY OF RIVERSIDE . 10,414 „v- rlv,15 44k4 9;i pbcer't cBelij cWi] ram r-Frb&6&c54ssoclates ENGINEERS. E1(P.3r3 fit ♦ ENI CAN PLANNERS b 27105 YNEZ 5 I1E CRANCHO CAORNI 92390 TRACT N22915 -/ -3 7 4578-8042 1\ _, -•, _ , '� � \ ., ,� _ •�,:.�L �'. OF 9 SHEETS � . DATE -x_89 ROUGH GRADING PLAN ` JAME E- McDO ALD R.C.E 29464(EXP 3/3091) `\\ •• ,� It I ( / �r`t' I �' � \J - J� V 1\ " U - ` ` Sj , _ `� r •\ � a 1, � _ �,�'r\� . - �' Y �- C cam_ \ \ P� 1 \ \ \ \ ' 1 / I 1 � � ��\\ \� \ � ` � _\� ` I e �' T ,� .-•,� G/ \\ , /30.043 - - ,' ``j .\ ,s� ��_ - ' y U Li I ) j ,-. l i ; � � - / ' , �'f '\: .•_.. - \ �" of �-- � - -- -r - --- `- -� �j � • ,zoll ' � - j Pi r - � - 9s lhSQ6 -, -" 308.? � ---� ,�-----` r �. / _ 12 �: �c- h �' •o / .� , , - o , 11 tP 00-1 - - �! DD LL 1 IF 74 1 ;, — � r / -Cr + 4L i / � ► `,it � I � � � -, , '�� -- -J I � /3077 \ \ G- t �_- � i " � -a � i/ � . 5 c. - :y , ^ " « �► '� fig. ' � �i ��d" \ `� � ' 01 ` y - � '� I �._ ry i I � i -•� \ _--- �---- ;% � �'� ' fir- � ! _ - - l: r/ ' ......\ � -_\` \\ \`� f � t � I � �/ i � o� 1 •�-� �% � .�/.se ' 063 --,, ,` \ c f )\ , / \ '�\ � �( , / --\` `l \'1 �, \ `-`\ ,08L.9 --_,i ( -_. --/ HO' '_ .nom) �, '';- , �3�_ .•bY '�/ �. �' ' %� _. -_. -.-__ O � � // ' � 11 \� nc� , /' /- (.G i / /t \ � -- �_--_ /�� / , ; w , •� \� :✓j \, s,;J`7 '� ' tai �- s. . \ 9 / / - `Y -- -- fir ` .0 /�1► i I �� - ( \\ / r �-L 1/ /o ,' --- ! 1 W r No Ijv p� 1 i , \ - Z 3 � i i r � 1!311-8 /�p!�._.� T� ,y � •- � `., /r fff , i t b 1 \ - , I S � r r i 8 ?5.49'" .S' i" b '�' f i \ •� \ -C7 J" I ` ► B i I `._ ;1 I SI-/EET IVD ✓' G- ( I EXP 3,311!1 J � � � ' - � -C. .'7 , � X11 � N IVI\ �r \ 1992 �' ,� ( ' ,% � t .� ( i MEET /Up /2 �� ` r � ,ti --- � •. 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MAY 19 1991 I I f o , SHEET ��` COUNTY OF RIVERSIDE ?beeirWiamFros c/9ssoiclates G 1-1 / (1�\ / ♦ p � rn PROFESSIONAL ENGINEERS, PLANNERS b SURVEYORS 7 \_ J ~1 ' / a 1 EXP i3!/9� 27405 YNEZ ROAD,SUITE C, RANCHO CALIFORNIA,CALIFORNIA 92390 TRACT A C T J/ 67"042 NO. 22915 -/1-2 1 OF 9 SHEETS DATE -LD-89 DOUGH GRADING PLAN 16w MESE cDONALD R.0-E 29181 (EXP. 31/91) , i 1 1 _ Coik TEON o , - � \ ► ' I ! i 61.E — 6t oo/ �� p 0 /J i ,IG f �•, O 2� 1, G. �y '' '` 3{a� G � \� J! / l/re'.e7, FFG 1� //e.e7 f a' '6 �A 15 A ly TO 01 rz 1 t f 1 , / / I 60.00 -i - 0 0O - - O 0 I 1 2 � J 1 r ♦ .L- 0 • - - - i S / 2 - , 60.00, �1 171Z " 3 4 ( \ j HV Xv 0 C 1 - , a / — ' D J - , -- -- -- _ / del / - ,Z %• SHEET /l/O OFx rggcr, 2 /(i/ i ✓� C ! /,►` /VOTE'S __--- _ _ -_- - - _ ,, A � o - T T T E w11v P , !J�-rldN ET:N� - f MAY 19 1992 , / -- - --,/ -- eSti COUNTY OF RIVERSIDE SHEET _ _ f` fl --- i 1 \` / - - ,� - - - - - �' ( Q 5� mss^ _ �el llllam`F�st C�Associates J q 8 0 NO• n PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS Q � V EXP 111314127405 YNEZ ROAD.SUITE C,RANCHO CALIFORNIA,CALIFORNIA 92390 TRACT NO. 22915-2 (714) 676-8042 OF 9 SHEETS f ) I vl� CAt-�-�� ROUGH GRADINGPLAN , DATE J MES E. cDONALD R.C.E. 29464 (EXP-)3/31/91) I BENCHING DETAILS FILL SLOPE ACTED ______=_= 11_L___ COT L/NE __ __ --__ V ------- —� T- — AN -------------- --- - rROjECTED PLANE ------_-