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HomeMy WebLinkAboutLot 79-123,172-220 Precise Grading r GRADING NO 7L So 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70 AS AMENDED PRQJEC T� S1 TE � BY ORDINANCE 457, r ca K aae +;., �_ - _ _ -� 2• MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 19' IF CUT OR FILL IS � ,o„ xar � "°� 'a' xv 79 H � ,� co, LESS THAN 10i 2X IF CUT OR FILL IS GREATER THAN 10' DRAINAGE SWALES SHALL BEA o r� * WI y NG 4 MINIMUM OF 0,2' DEEP AND BE CONSTRUCTED A MINI ' 0 IN IGH R A� SCH ,, TE MUM OF 2 FROM THE TOP OF CUT OR q !b r HC�I,ECULA RA �c FILL SLOPES TELE ,� F` 3 MAXIMUM CUT AND FILL SLOPES - 2.' 1. G 4. PRO VIDE 5 WIDE` BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOE' OF ALL FILL SLOPES S � 1 w /r��J.r..J��l rJ Whir r.•!� WT`rlrj 7�lJ.,,.�.. � � � � /r ao �yf- �C �r �' O VER 5 HIGH. /01 R P QQ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER +. + Y P KH0 SHALL CER TIFY THA T AL L FIL L HAS BEEN PROPERL Y PL A CED ND WHO SHO LL SUBM/T A • &V �r,► ,� r� 15 PLL.C FINAL COMPA C TION REPORT FOR ALL FILLS OVER 1 DEEP, Jn r� 97 avQ V7 / 6. A REGISTERED CIVIL ENGINEER SHALL SUSM/T TO THE BUILDING A SAFETY DEPARTMENT V � � / 0`' Ra� WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WJTH THE UP JV sw 'S' `� A PPR VED GRADING PLAN PRIOR TO THE I SSUA NCE OF THE BUILDING PERMI T. zm 20 ofCERTIFICATION TION SHALL BE TO L INE GRADE, EL EVA TION AND L DCA TION OF CUT/FILL SL OPCS. ; 'S �� �► q�q 7 CU T SL ODES EQUAL , TO OR GREA TER THAN 5' IN VER TICAL HEIGH T AND FIL L SLOPES 201 soy ,00 2W Vw�; �Q EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WI TH GRASS OR sm ' �O GROUND COVER TO PRO TEC T THE SLOPE FROM EROSION AND INS TABIL I T Y /N ACCORDANCE W/TH 69 p° ORDINANCE" 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. , ' 8. THE CONTRACTOR SHALL NOTIFY THE BUILDING AND SAFETYDEPARTMENT, �� r; �c 74 . Ew KCINITYMAP 2 05 YNEz _ ROAD, RANCHO CALIFORNIA TELEPHONE714 rev •9,; Ter rnz ray re,� ;e� � ( ) 67f'---7730, .4 T LEAST 24 HOURS /N ADVANCE . r� ex ra� �xc ;s' *.ss +e� ,�, � r~� � T 2A 1 v rT �' � 109 � �' NOT TO SCALE REQUESTING LOT GRADE AND LIRA/NAGE INSPECTION. THIS INSPECTION MUST BE APPROVED E ��� " PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. LEGEND 9. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CL EA RED 2r ,.9 2c '` '�.► •�v z" rr, ria '*° 15� '�* ,., OF WEEDS, DEBRIS,. TOPSOIL AND OTHER DELETERIOUST MATERIALS S 17 2A 35 43 1,47 xc 10. A FINAL COMPA C TION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN I J �s PRO 'CT BOUNDARY ■■r■.. ....w�■. FOOT. , HA M rs �' 11 5 4 36 .��«.da Amm �..,,,+ter` BUILDING FOOTPRINT - 11. ALL GRADING SHALL BE DONE IN CONFORMANCE W/TH THE SOILS REPORT B Y HIGHLAND SOILS DATED MARCH 11, 1988. TWO SETS OF FINAL COMPACTION REPORTS SHALL % s� E xR 3� �4900000 L 0 T NUMBER • BE SUBMITTED TO THE BLDG. AND SAFE'T Y DEPARTMENT WHICH HA l � 3 sfl �► 36 SHALL L NCL JDE FC7UNDA TION • 5 a 40000 BUILDING PLAN TYPE R DESIGN RECOMMENDATIONS AND CERTIFICA TION THAT GRADING HA.S BEEN DONE" IN ►z c'y • FINISH FLOOR ELEVA TION (ADD 1000� �- - CONFORMANCE WI TH THE RECOMMENOA TIONS OF THE PRELIMINAR Y SOIL S REPOR T. . u 'a .,, . PAD ELEVATION (ADD 1000 . . _ - 12, IF STEEP SLOPING TERRAIN OCCURS' UPON WHICH FILL /S TO BE PLACED, IF MUST 41 fl 0 BE CL EA RED, KEYED AND BENCHED INTO FIRM NA TURA L SOILS FOR FULL SUPPORT. GARA GE11 DDR EL E VA TION (A T FRON T EDGE PREPARATION TION SHALL BE APPROVED VED Y A REGISTERED I c ti 5` K � �� `,�� ��� _�J 22.6 E ED SOLS ENGINEER PRIOR TO PL A G._MEN T OF FILL MA TER/AL. " FLOW LINE OF EARTHEN DRAINAGE SWALE 13. DURING r `r sa �` ♦ �, --�- _ - D G ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 20517-1 •v � � ELEVATION Of FINISHED GRADE OF EARTHEN SWALE 42D.2_ DRAINAGE GE S TRUC TURES. TEMPORARY DRAINAGE CONTROL SHOULD BE PRO V OED TO PRE VE,'V T i PONDING "TER AND DAMA„E TO ADJAC NT PROPERTIES, ' AUL T��•-r����� r • � � E ' � 1 COPPER WA TER SERVICE _ .� INDEX MA P -_ �:J 14. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. �� - 4" P. V.C. SEWER LATERAL _ 15- ALL EXISTING TING DRA INA GE COURSES ON THE PROJECT SITE.•,_ � EC S E MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS PROTECTIVE MEASURES AND TEMPORARY RETAINING WALL HEIGHT 3.9' R. W DRAINAGE' PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING MASONRY RETAINING WALL OPERA TIONS. 15. STABILITY CAL CUL A TIONS WI TH A FACTOR OF AT LEAST ONE AND FIVE TENTHS, _ EXTRA DEPTH FOOTING 1.5 SHALL L L I , S F ( ) BE SUBM TTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY ' ---- HIGH POINT OF EARTHEN SWALE' DOUBLC HANDHO 14 DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. rid IS 0 3' BELOW PAD ELEVATION LE (33 1 EDHH 17. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SHALL SUBMIT MIN. 10 FROM THE BUILDING SINGLE HANDHOLE (3312) p HH COUNTY OF TEP TIFICA TION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, RIVERS THE ELEVATION TION (W/TH RESPECT TO MEAN SEA LEVE(_ SNA L L BF. GIVEN, IF A N EL EVA TI N �4S TRANSFORMER PAD 342E D� SID :. O �• S •' ( Q p�R��? �'r O WITH RESPECT TO ADJACENT T GF'OUND SURFACE IS REL D THE ACTUAL DISTANCE N A a s CE BOVE •- a TELEPHONE PEDESTAL �ULs�D r � E THE ADJACENT GROUIVCr SHALL BE GIVEN. .y s Tp � , AFS 18. PRO ODE A BROW D,`TCH DESIGN TO HANDLE 100 YR Q STORM FLOWS ALONG TOP OF �• BACKFLOW PRE TER CUT SL OPE. TYPICAL LOT RA)kAGE BW `i- _ ~ ', 1� MINIMUM '''� 19 EPOSION CONTROL: A v ti .-.�. OL ALL GRADED LIED SL O. ES SHALL, BE PL A N TEL7 WITH ROSEA ICE - 1 Approve, �; i i DA �� PLANT AT 72" ON CENTERS OR A N!?THE R APPRO VE L) GRnUP,I^ CO VF'R. SL.OwFS ��lel r 1�" IN 6 !� o `' 1 --__-- a pe►m►t fog r• '' n ^ rt not be t EtT-'TICAL NEI GH T, IN ADD/TION TO THE GRCJ;ti;� CC"?�' f? �-�<a l_% RE PL a�v r 417,P q LOT NUMBER .35.00 35.OD' 35.DO' the prov=ri :,'.. , ��:::���� c®n�trueo to be rREc, �1-<RC OF � A4 " � T �-G- r c :�; �D-�- y /F r i-•M 32�D0 _ of,.: y�olr�tic�n of - SS, C 04/ I J U, /O/�,• THr�R�" r f-I T4 S l.4�_L PF N�r' l;- (:' ! , of plan a nY ARCHITECTURAL ELEVATION I �`i s must be ke 'in ;'�untY laws. This c,f � .-.-'4 iF�;•'c, TRrE�S ,') Cti' r�E ti'TI 'S, CC?��? ."�� Y,��,�,`> It" ".� �J rc.F��.. ,_;�µ ,,/��� Pt OM1 the job until l $sat � / - _ ._ .. r i� ,A BUIL DIN PAN •�� 5 1 r_ RE tE'RSE PLAN i nu CQmpletlon. �,;F h.,Ii;A L N�J�sJy T SHALL H a'r t: U I�.c'.. Ct-;A v rL f�. ..l + 1 G L TYPE ._ � I, � _ _-._.-� I � � L' _T_-_� T j_. --- �0, F/NI'7 GRADE SHAL'L SE SLOPE-D A VVA Y :SROM ALL E,1'T PIOR WALLS AT NOT LESS F.F. IS FINISHED FLOOR �- _ THAN 11,12" PER FOOT FOR A MINIMUM OF 3 FEET. 1 PLAN 2 ! 21. NO DRS TRUC TION OF FL DOD PLAINS OR NA TURA WA TER CO�UR.SES SHALL BE ELEV=0.7' ABOVE PAD ELEV. 3.8 R. W. __; (A DD 1000> PLAN 3 P R / o s. PLAN 1 ! PLAN 4 EMI TTED. H SIDE SETBACK 5 f �-- - __-, I g; (DIMENSION TO PROI�E'R T YL lNE)..�� _ R.L. A PAD EL EJV. PER GRADING PLAN o` I LO 22- ALL PROPERTY CORNERS SHALL BE CLEARLY DEL INEA TED IN THE FIEL D PRIOR TO COMMENCEMENT T OF ANY CONSTRUCTION/GRADING. © i a_--- LOT, DIMENSION I _ . A41NIJWUIV SETBACKS FROM PROPERTY LINKS . .. '. EXTRA DEPTH F00 TING-- °j � 1 -PROPERTY LINE DIMENSION TQ RE'T, WALL 4.3 f ----0.2 - INDICA TES EXTRA OPER R-1-5000 ZQ- k-F)_�. _ 25.2 �_ ._...DEPTH FooTING i DIMENSIONCALLED��� FRONT YARD: 2D� OUT IN PLAN � EXTRA DEPTH f(X1 TING { 1 � - D/MENS/ON o G F 26,1 _ G.F. IS EL EVA TION A T SIDE YARD: --- 6" PARAPET IN TER/OR: 5' t 1 FRONT OF GARAGE. EXTERIOR (STREET SIDE 10 F 45' T YP. -•-' `'``�, -I ;' -�-BA CKFL 0W PRE TER ( �_ TYPICAL UNIT DIMENSIONS - - 4. _ T SPECIAL N07ES: 7. ; 1 1 COPPER WA TER SERVICE v, cn �., / !' 4�; 1 Q 1, DRIVEWAY G.RAp/ENTS.' THE MAXIMUM GRADE FOR DR/VFWA Y IS 159' �' „ P L I 2. L 0 T DRAINAGE: ALL EARTHEN SW.AL ES ON L G T WILL HAVE A MIN/ML r . 4 VC SEWER L A TE'RAL 5.(TYPI��D++AL) 1 o f SL OPE OF 1 " `=;a J SEE DETAIL ON THIS SHEET FOR AN EXPLANA TION OF THE TYPICAL o DA TA. 4,� -. 1 ENSURE WEE"PH pL E5 4 4. BUILDING SE TBA CKS ARE MEASURED PERPENDI CUL A RL Y OR RADIAL Y a. 2 _ PAD ELEV. FROM PROPERTY LINES I ARE LOCATED ABOVE �' -- -- ' 2 11 FINISHED GRADE _-. 0 5. DRI WE Y PA V/NG MA TERIALS 4" P.C.C (MINIMUM) NOV Com,•, 1 ,+ T x TYPICAL LOT DA TA � � I ___ • `� 1 ''�� �- 6. RETAINING WALLS ARE SHOWN ON THIS PLAN FOR INFORMA nON ONLY 21.59 MAX,----�- �-- 1 1/2:1 MAX. i .� <_ _ " 4--12" MIN A SEPERA TE BUILDING PERMIT l5 REQUIRE F R N TR TI COUNTY OF RIVERSIDE D 0 CDS UC ON OF RI 1ILD,ING DEPARTMENT 4� MIN. ( I _ -71 RETAINING WALL S. NO SCALE � - - F.L. OF SWALE---� �-----M/N. 5 FROM TOE OF FOO TING L INE TO FA CE F ` DSTReU770V��(�.� OF THE SLOP ( 1 1/2 : 1 MAX.- . _...! OWNER DVEL 01 ER RELEASED FQo4 o BI E DEEPEN -21.5X MAX, [) -- - - -- _ FOOTING WHERE REQUIRED) 2Z MIN. ELEVA TIN KAUFMAN & ,BROAD OF SAN DIEGO CONS TRUC TION O PLAN 1 FLAN 2 PLAN 3 PLAN 4 � BETAINING WALL DETAIL 12520 HIGH BLUFF DRIVE, SUITE 120 w -' SAN DIEGO, CA. 9213D A r SECTM A--A 9WYAM S`WALr AETi w"i OPE _ _ , 7 12 i 11 f NO SCALE ' NO SCALE DA TF - �.�� � NO SCALE LEGAL DESCRIP77ON • KA UF , BROAD B . 7 15 s , NOTES: _ LOTS TS 79 THRU 123 & 172 THRU 220 OF VAIL RANCH TRACT MAP N0. 3174 w IN TH I 2 6 E COUNTY OF RlVF_RSIDE C, 7 � $ � 1 1 1. RETAINING WADETERMINED �" •"''; ��A � �" w 6 D I BENCHUARK DESCRIPTION G L L HEI GH T5 SHALL BE B Y THE ON THE SITE OF r RETAINING WALL HEIGHTS SHOWN ON THE PLANS ARE APPROX/MA TE ONL Y. - EL E VA TION 1052.514 ;;'. SITE GRADING AND IMPRC TO i7 TAl 94) 21 36 9 3-82 -- 2 RIVERSIDE COUNTY � - VE�E�� ..�.____�..._.�5� I DESIGNAT1pN: T 2--81 STAMPED ON & 1 2" BRASS DISK /N CONCRE DA/N. R-1 No. / TE C YL DE . 3.4 MIL ES 2. L OCA TION OF WALLS W1 TH RESPECT TO SLOPES MAY BE MODIFIED AS APPROVED BY' SOUTHEASTERLY ON HWY. 79 FROM THE INTERSECTION OP MAIN STREET AND FRONT STREET IN TEMECULA. AT SOILS ENGINEER. THE GRADING SHOWN ON THIS PLANS IS PER COUNTY OF RIVERSIDE" SOUTHWEST CORNER OF THE /N TERSEC TION ON HW Y. 79 �ND MARGARITA ROAD. 1 D9' SOUTH OF THE S TREE T CEN TER � APPROVED GRADING PLANS FOR TRACT 23174-•6 � � C�V_i k Cvlrfora�q Council of C. 'E a & Land Scrveyors .� LINE OF HWY. 79 A T THE NORTHEAST FENCE CORNER OF'6' CHAIN LINK FENCE AROUND WfL L ,S/ 9' SOUTH ANQ 2' 3. THE WALLS SHOWN ON THIS DRA IMNG ARE FOR GENERAL /NFORMA TION ONLY THE THE IMPRDVEMEN TS SHOWN NTH P ` \`' , 0 ESE L ANS' ARE PER COUNTY OF RIVERSIDE U D CHANGES & USES' The tngineer preparing these plops will not be responsible for, EAST OF NDRT�+EAST FENCE CORNER. SET FIBERGLASS W►TNESS POST 1' SOUTH OF MONUMENT, CONT�?A T S - :� -� for liable for, unauthorized changes to or uses of these pions. Al! changes to the pians must • COR SHALL CONSTRUCT T WALLS ACCORDING TO CURRENT REGIONAL STANDARDS.RDS. APPRO VED IMPRO YEMEN T PL ANS FOR TRA C T 23174--6 be in writing and must be opproved by the preparer of these plans. REVISIONS: APPROVED By.- Construction v TRACT NO. 23174-6 - ccrntraCtor agrees that in accordance With generally accepted construction � 1 prooitce� construction contractor will be required to assume scale and complete responstbi!ity for R I ENTRANCO ENGINEERS, G S � ED CIVIL ENGI R NoCOUNTY OF R�VERSIDE site conditions during the course o1 construction•of fhe pro�ct, including safety of all personINC.� � DATE: Z. REGISTRATION EXPIRES � md p � r Precise Grading Pians for: _ r er hat this requirement shall be made to apply continuously and not be limited to ENGtNEEkS ENVIRpNMEN�AL SCIENTISTS PLANNERS --•- �-' normo/ working hours, and Construction controctor further agrees to defend, Indemnify and hold APPROVED B Y: SCALE: BENCH MARK: VAS. RANCH PHASE 3 OF 4 s , BY.- design professiono+ Norm/ass from any and alI liobility, reel or alleged, M Connection with the 6� S4. ANOREASEN DRIVE, SUITE A (619) 746-2526 � � � perfo�lrmonce of Mork in the projiect, excepting /iob#iI arising from the sole negligence of design ESC;ONDIDO, CALIFORNIA 92029 FAX (619) 746-4935 professional. RIVERSIDE COUNTY, CALF. LOTS 79 TO 123 & 172 TO 220 FILE N0. DATE: FOR ROAD COMMISSIONER SEE ABOVE DATE W.Q. FOR: F.B. r .� qNov 0 1992 3 9-15 S RODNEY STOKES + f , •a �' T i , . / ` . ti 7 i I 4 t • ; ` . N . / - I , - t . I ry Ile v1) �' o . ti\% 1.1'.1. I I . /` i , / i . . I I -M.- . 4 . I . 0 �. ) : I ' f .1 •y'' h f • �,Q' . \ I � "; ,.y r, jr R / i - ( O { _1 ,...1 !!i...�. n . I . . '� " ., , . . .. / - , \ I.. ," I r `I-1 %1, -/ / ':\ y\ L ti i I I ! .� , Qb,s7� I ,. f •, Ir ; . !.1 .- -i 1 ""N / } 35 jJ • , �.....�...... M. a- J ' ,, ,' .� �# , , 121 tS. %, :..... ,• r j , I r1�??--tea, �, vr, 1p ...... 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Of plans must kept on he jab until completion. ��, >> f iI 7 6 = l ' i 21. 4 3 \ V ►� ,.W Ion. __'7 i I 1, ,•� V. �?-g G,�- o, o' h, N c� �4 19 L, ^1.7 3 \ e�• �a �"`'_ L,,).a:;.� 11 vi �.;��� ( 111 y � I \ , o, - "� p '� "., � ;'�: _. �+ 1p0I- . g�f'! i / "'�\ -� 'O p3�• A' X89 $ 1 ,,�� -►p r O r I �4 r / °� 4�1�� EVA>1 , ;� 9 )�, I ��t \ /' N"�'I11) S.2c �;' D9. i 6" 5' GF 1 D8. GF 107.3 \ . 1 ' 061 13 ;,, o� ' , �•*. !Q / -- I ! t 06.7 -� .� M ,--_ .� _. ... . ♦ ,��0 f >>� % # o J , ,� -T6.4 i ,6,f ' t 1 , , GF 105.4 _.•� .,i 3 • . /I 100 �`Q �-•-a �8 i' '4iQ `•� ; 2�B 6 1106 , \ 3 •1�� ti ' 104.5 i\% ,` 4,3'4 -�' -* �' ei � ,j F777 l r �1CJg �► Et p8 1-08-7 .4 , 3C 109 W .1 -. ,. ��° y _.1 i --r 1 . /+'I 01/r 1 --- ,' 148 0 I 1 p E106. F 105, .•r , ,M: J ••r11 , N I . Q, ,.. . It • , �" +t f + 3 ~_' 0 1AR iI 6'f 5 Et 05• ............. ....::k ....::-...1 *, ;H� '�" .. ,�, ' / ,�, ,��,"'� .,�° 1 o_ ��__ i 109 � _ F 108 �« ,D5 6 5 -�11 �� � RELEASED FOR o 6�a . % / �, -- - r I ��90�_�-� I caNs rRuc r�aN 0 �, �,� 0,,►,o ,a. ,� ; ;� �- ! 106 4 �, - - -%&�' to ,, _�_ I�v CN . I \ . ,' e1r '� t,,.► . ♦ ,\ . I '�', - O o `,, yao +I: l D5.9 `t 1D5_� ' y7' 65 D ,w` �_ !� . _� - OA TE _ _. .-- . -� i � I I D , ---r---- ,: v, H.P. 46.50L H.P. ,�3yQ dW Ob .r....�..�••�. �►«* AUFMAN & BROAD -- r' 72.29 \ . 66.05' �59 ago 24 40 __. fmmmw0*55.57' w t 1 «..�....r...1 ....•...■�. ____. -- _ ___ _- _ _• r _ _ _ r_ _ _ __ _ ` - _ . ' �+ % t. DROP GARAGE FLOOR AS NOTED OWNER' L7VELC�PER REvlslorvs: APPROVED BY: TRACT NO. 23174—� / . • � I 2 -ADDED BALCONY, N LOT 17 IT 177 180 115 1161118,120 Q 123 • r 0/8/9 0 4 5 a.� , COUNTY of RIVERSIDE Q . REGISTERED CIVIL ENGI R NO. D' , KAUF'MAN AND BROAD � DATE: -gyp. Z REGISTRATION EXPIRES 9-3o-4s Precise Gradin Plans for: �--�-- `- 4: OF SAN DIEGO _ r cC �+ / g ; i ENTR0= ENGINEERS, INC. I APPROVED BY: , , SCALE: BENCH MARK: VAS,. RANCH PHASE 3 of d SHEETS © , . r F 12 52n HIGH 8!_U FF DRIVE, SUITE 12 p ENGINEERS ENVIRONA�'NTAL SCIENTISTS OLANNF.RS 1 LOTS 101 TO 123 & 172 TO 184 SAN DIEGO, CALIFORNIA 9Z13Q 6Do V. ANDREEASEN DRIVE, SUITE A (619 744 2326 RIVERSIDE COUNTY,'CA�.F. FILE N0. �8 . ESCANDID4. CALIFORNIA 92029 FAX (619 7�6-4935 DATE: FOR ROAD COMMI$SIaNER DA.� W.Q. F�7R: F.B. .—�. Lij . 1 . - - mmommi i - . I It 11 IIN . i . � 4 , NOV 0 6 1992 I I • ` r' . ' r. � RQDNE Y sroxEs co. _ - �` y 1 - .• � . ,� . 9 _ __ ___ _ _ _ __i _ _ .. .-_ . _ • _ - _ _--. - ,� -.--,,,---- A--"' . ._ _... _- _.....•!. - . k a� ° J �I It v r • ;. .1 I .i I t I , . . .. ` ,� ` . i t; A � • 1 r � z i 1. . • � / H 9 - t it: k C5N . ,. , , 14 k I ;,.I I 1. rt � . ' - .,fir ,- t t •,i i i y 1. I . I . . I . I . I I I /- - j - . 5.0 \ _',A % . . ',. 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DATE: _ P* ?Z REGISTRATION EXPIRES Precise Grading Plans for. �, I . . ' . . . A_ OF SAN alEca ENTRANCO ENGINEERS, INS, ` �' A PROVED BY: SCALE: BENCH MARK: YAC RANCH PHASE 3 of 4 SHEETS '1252 a WI GH BLUFF DRIVE, SUITE 12 Q % - - -E,vc�nr�fRs -- , �a vrRavMENr/dre scrENnsrs ^_I v �wrv£Rs s 1 LOTS 7 9- 9 4 & 206--2?0 , 19 81 191 . RIVERSIDE COUNTY, CALF. FILE NO. . '• SAN DIEGO, CALIFORNIA 92130 goo So.'ANDREA EN DRIVE, SUITE A (619) 746-2326 � D T,. , DATE W,0. FOR: F.B. �, . I ESCONDIDO, CALIFORNIA 92029 FAX (619) 746-'4935 ! �-� � FOR ROAD COMMISSIONER , \ 2 r I . �" DATE PRINTED' \ Novo Q� .+ . 6 /92 j I r ) ; 1 4 i 1. I . I , 11 . • r ' b 1 '� ,RO,,. Y STOKES CO. s b G Q0 115 g A cpr i ... . 97.4,E ......................................».. . } r' ` �, �\ it i i� \ 1 6 1 10.7 ° Vt f ....... 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REL EA SED FOR a BID CONS TRUC TION f (f _ •_. r i f -- -! - 'SDA TE r t..j f � t...r r� •� , AUFMAN BROAD `) REVISIONS: APPROVED BY: _ f - ' OWNERDEVELOPER10/8/92E _ ° TRACT NO.ADDED BALCONY ON LOT 187, 189,196,r98, 199&200 a 202 r COUNTY OF RIVERSIDE REGISTERED CIVIL. ENG! ER N0. _ 4 KAUFMAN AND BROAD DATE; �g Z- REGISTRATION EXPIRES Precise Grading Plans for: OF SAN DIEGO - ENII�ANCO ENGINEERS INC. � APPROVED BY: SCALE: BENCH MARK: VAS.. RANCH PHASE 3 DF', 4 SHEETS � ' \ . I � ENGINEERS ENV1'RQNA�IEN7AL SC1EN]'ISTS PLANNERS 12520 HIGH �BLUFF (RIVE,• SUITE 12C LOTS 95 -100 & 185- 189 , 192 - ?05 FILE NO. ! e RIVERSIDE '�OUNTY, CALF. .• V SAN DIEGO, CALIF NIA 9213Q s0o S0. ANDREASEN DRIVE, sul� A (srg 74B-z�26 DATE: FOR ROAD COMMISSIONER PATE W.0. FOR: F.13. ESCONDIDO, CALIFORNIA 92029 FAX (619 746-•49 5 'r , NOV 0 1900 " ' • ' - RODNEY STOKES Co. 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