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HomeMy WebLinkAboutLot 1-6,27-75 - PreciseGrading • w LEGEND TRACT No .r PROJECT SITE- ' T.C. — TOP OF CURB �lpowr �l IM18M PdMT ■ AD ELEV. -O. 'M. t AD ELEv. - . INV. INVERT _ To CO m F.L. — FLOWLINE P/c �s rye !� Is n,.� Pic M.P. MGH PONT R C1 E G ADING PLAN F.F. FINISHED FLOOR A �c A C C D D F.S. FINISHED SURFACE I I L.F. LINEAR FEET V1 T.G. --- TOP OF GRATE G.F. GARAGE FLOOR "MA � P.E. PAD ELEVATION ox i, AIR RELEASE VALVE sa'Mt too M. ©— WATER METER !yc Mrx x _ ❑ MAIL BOX STREET LIGHT y / rico �t .o► FIRE HYDRANT TYPICAL SIDE YAR DRAINAGE �s EXTRA DEPTH FOOTING �. --- FENCE C>r>• RETAIMaG WALL I aer Mnr. 12' Mnv- Aeov>` PAD ELEVAtroN 1 MIN AREA DRAIN SYSTEM '� s ti TO SAN DIE60 y' --t)— ERM 12" MIN. 6" MtN. 24133 3 CATCH BASIN ABOVE PAD I ROUM OFF TCP , ` ! M sLD�.PAD ELEV- o > 2 — CONSTRUCTION MOTE Zy 14 v O O3 INDICATES COLOR ,• K !E �� tiii ,� ,j r, SECTION A A SECTION B B r - /� ? LOT fVi1M8ER - L "•y� ��;� � p 4r, s. S �{rQ�� Vic - MAP FOR SIDE YARD SLOPES GREATER , #` F R REAR YARD SLOPES GREATER w Q r{ y r INDICATES MODEL �hR, ,7 3. y , , w THAN 5' IN VERTICAL HEIGHT T AN 5' IN VERTICAL HEIGTH %°5 ;,L, : , ` .•,,`ff, � :< <�� • .r - NOT TO SCALE UNIT TYPE k '�s ' �,�,r a <� INDICATES ELEVATION S- MIN S' MIN. _ * E S Mtn- T GRADING NOTES � - v � ? l t @—WDICATES AfMOUNT OF 3' MIN. I' MIN. I' MIN. 3' MIN. 3' MIN. 2 MtN. a" � z ;; f r �,*z ` ' EXTRA DEPTH FOOTING ! L 8 THIS LOT REQUIRES ABACK— 6+ " 6" '� I 6- Mnv. �— �' 1 4 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BU I LIQ 146 CODE CHAPTER TO. WATER VALVE PER SECT. 409 o e 9 ' ` 1 AS AMENDED BY ORDINANCE 457. d } 2. MINIMUM BUILDING PAD AND ORA IRAGE SW�ALE SLOPE SHALL BE � 1J IF CUT OF U.P.C. PER APPROVED , 2 , i ?y+, �•!. , 2 - / 103 ``' „ `; r { ; ' OR FILL IS LESS THAN 10' 2% IF CUT OR FILL IS GREATER THAN 101, ' WATER 8 SEWER PLANS. �y MqX 6••TY MqX x ,, , DRAINAGE SHALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED rL'1�4W .� 102 5 f 4 ` 1 use . ' • t A M IN I MUM OF 2' FROM THE TOP OF GLR OR ALL. SLaPEs ' SECTION C - C SECTION D 84 . . 83 f ce `4ti 3. MAXIMUM MUM CUT AND FILL SLOPES a 2: 1. 86 f 10 I � 1 3 4} 1�,,. � , 2 82 `� :yk � 4. PROVIDE 5' WIDE BY I ' H i GH BERM OR EQU I VALENT ALONG THE TOP OF ALL ' 13 100 87 81 r FILL SLOPES OVER 5' HIGH. 80 "•� S. ALL GRADING SHALL BE DONE UNDER THE 3UPERVIS16N OF A COMPETENT SOILS ^'``r %:4}' `sG ,} r,✓'f' `' ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED 14 99 88 ` AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER I ' r , ` 79 DEEP. 90 s# : S ♦ 98 1 T8 S;'� �` '' "" 6. A REGISTERED CIVIL ENG I NEER SHALL SUBM 1 T TO THE L N*fmEERtlV ew J / 9 "' ;>`' DEPARTMENT MIR I TTEN CERTIFICATION OF COMPLET i ON OF ROUGH GRADING IN ` 97 r'A � '�• ksACCORDANCE W i TH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE "' • \E'E' •. 92 TTS ' ' # ' ` BUILDING PERMIT., CERTIFICATION SHALL BE TO LINE. GRADE, ELEVATION 96 • �,,�` , !`� = AND LOCATION OF CUT FILL SLOPES. 93 T 6 h _ � A„< `,.. : < ; T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG 9S .� " TOP OF CUT SLOPE. �� r � ` e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN `A ` ', ONE FOOT. - 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RE`COMMENDAT I DIMS OF . 19 a ' t`` ✓" z ` k �` ` THE PRELIMINARY SOILS INVESTIGATION BY 20 21 1 2 5 26 'a f ,( c ;� f` _ i� �S4 f CONVERSE CONSULTANTS DATED 12/21/>88 . 22 23 24 f3 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE { ? ENG11�1EE121A a DEPARTMENT MH I CH SHALL INCLUDE FOUNDATION DES 1 GN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. Z Q 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF 'TE'MKdJLA LPt61fJE6FZfR�IC� _j D_ PEPARTMEI.IT, TELEP4Me (!O9) b54-64// AT LEAST 24 HOURS IN C91 ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS Z INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 0 - Q It. CUT SLOPES EQUAL TO OR GREATER THAN S' IN V&TICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE It O PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO ertOFESSlp U THE APPROVAL OF FINAL INSPECTION. �` L A TyF,c► W 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. D_ 11r�s 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT APPROVED BY: 03 El1� >r3i�t LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. OVNER/DEVELOPER • . Alk MESA HOMES DOUGLA M. STEWART R.C.E. 1137254 ��►�' W 29765 SINGLE OAK DR. SUITE 100 DEPUTY CITY ENGINEER EXP. DA 6-30-92 OECA��F� _ TEMECULA. CALIFORNIA 92390 CITY OF TEMECULA DATES qI d (714) 6TS-7290 ,� F 1 BENCH MARK BASIS OF BEARINGS 10/91 R.B.F. REVISED LOTS 40. 4 8 43 tl SHEET Ro bent Re n,ll�,t t�ia m Frost A a�oka tea CITY OF TEMECULA COUNTY OF R I VERS I DE B.M. M. 7_2"I THE BEAR I NGS SHOWN HEREON ARE BASED 00 A I OII OF nr D D 7/9/".T.P. - EVisE� Il�t/SE PL 075, LOTS f 1 1/2' BRASS DISC IN CONC. CYLINDER LOFJITED FRIM TfIE INTERSECTION OF FROWT ST. CENTERLINE Of BUTTERFIELD STAGE ROAD AS ON PARCEL PROFESSIONAL ENGINEERS.PLANVERS 9 SURVEYORS — fV AM RANCHO CALIFORNIA ROAD, 1.8 M I LES N.E. ON RANCHO CALIFORNIA ROAD MAP NO. 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF 28763 SINGLE OAK DR I VE.SU I TE 230.TEMECULA,CAL 1 roRN I A 92390 D�AiNAGE SWALES TRACT l. 1 L O. 24133 3 TO THE INTERSECTION OF RANCW CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. PARCEL MAPS IN THE OFFICE OF THE COUNTY REC4DER OF (714) 676-8042 DRAWN SCALE O CORNER OF THE INTERSECTION 11 E. OF AT' CHA I NL I Nt FENCE, 21 ' = 16' R I VERS I DE COUNTY, CAL I FORN I A BE I Nli;'N 04'2 5 '05" � t F' ,ar Z OF AROUND 30. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTEIR 111E `'s DES 1 GNED JOB NUMBER K-j i.E LSE VRADl L 1► PLAN ` 'OF RANCHO CALIFORNIA ROAD. F1BERULASS VITWIS POST SET I ' V. OF M KI ENT. i• ARL 40M U ADJ. DATE: 9-13-82 ELEV. 1128.410 'Isle DATEg DESCRIPTION 'D �� CIECKED DATE LOTS 1 - 6 & 27 - T5 Q or•_. •;1. - ••. MICHAEL A. 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T F 1 184. 1 GF 1 183-0 GF g r *J8 � �� /f PE• / /8S FE C 202 FF I /8 •0 t F / /85.2 Z; 201 A C PE - 6. 1 B � : ,_ _ •_ - FF 1 183.9 0 20 PE 1 182.5 - - PE 1183.9 r_ _ tv \12A 2 _ d* FF 1184.6 pE 1183.5 FF 1183- • • p o S Z 1 184.2 G. gz.5 *, PE 1184.S FF F -3 -1 PE 1 182• 82.5 f7• pbsT C� H.p FF 1185. 2 G F 2 �'� N.P_ � • •• v /�. --- pfl3.G 8 G .G. .l._, 1'F IFL ,H 1•I• F 6S 84G H.P. 1ot• Z *_� X2.8 O� 82 G• '" a+ - r SEE NOTE o� S4 tY• NFn i SEE NOTE g ` N I '!5�/ $ BELOW ON BELOW ON - ��• FIREPLACE 45.00 • $4. 38 $4.41 48. 42 FIREPLAC 45.29 45.28 i NO FIREPLACES ALLOWED WITHIN THE 5' SIDE YARD SETBACK ON LOTS 36 8 38 • r� f APPROVED BY: SEE TRACT 24133 - 2 DOUGLAS . STEWART R•C.E. #37254 l DEPUTY CITY ENGINEER EXP. DAT 6 30-92 CITY OF TEMECULA DATE: tE SCALE : 1 - 10/91 R.B.F. REVISED LOTS 40 8 41 / SHEET . Q�oFEss,o Robert Bei�t,, 1lti t t tiara Prost & Associates CITY OF TEMECULA 'EL A T F~c 2 PROFESSIONAL ENG 1 NEERS.PLANNERS i SURVEYORS JDmV kauca 1 R�CT NO. 24133-3 29M t 11WE 00 WIVE. M 1 TE l00. TIENEM", GL 1f01efi A UM r a 1 u as-§M FAX 1t 1 a fr*-Mg RAMV roaR SCALE j FXP V031 ION or: '45 CASAO • ES I GPED JOB NLWER PRAM C1RADM PLANS' I pF `1Ilk Q� DATEUDATE BY DESCRIPTION APP 'D DATE CKE�l DATE LOTS �G ! `t 1 C/'� MICHAEL A. YL R. C.E. 43090 EXP. 3/31/92 # . R E V I S I O N S ApJL 3 Q J.N. 400165 4. SEE TRACT NO. 24133 - 3 - - • ,,a.�� `v .► SEE RIGHT SECII B-B i�' SEE SHEET dop N0. + �` 4 a ��'/►� \\ S4. 71 4. 7` 'd SIR 44.83 �i,/ "1► _ _ _ St. .. 44.84 , N or �' \ 1 \9d• \\ v yt h o44 /7; of 4 \ \ G \ \ ~ « 10 T7 o ,>� .G 7 G o \ t (C-) \ \\\ \ \ /� •• /r, i8ss .a FL., .P •G / .� � .� 1191 '4 � • \ \ / i/ / FF 1 (94. 2 \9T a-�. 1•� � - 4 4 6r-ir-voo PE 1193.5 30 .8 FF 1188.3 �. r 0 �0 FF 1186.5 PE 1187.6 \' FF 1190. I 1 Ff 11194.9 A G 7 fG ��.� E i ti 20 ?Q � � PE 1185.8 � k PE I 189. 4 FF 1 � B g � P �1196. f[G0• �� 6 �'� \ � PE 1191 . 2 � t3 9 � = f�-�• � � 03 C 03 5 \ a \ 1 Iq5' 1 \ 55• 0 GF 1193.7 res, F G• // F.C. It 7 O 6 � \ C. GFI186.0 GF1189.6 12= CF 1187.d 'k nes• F 8. F 1 191 .4 T I g.5 fG 77 E T 3 F.L. (c tJ0 �O Ilk . o , �. •� re e•5- F-L.,G.�. X3.5 _ � u, �' •� -\ 7 a3 N � � � G h ear, • /,�18 $ ` FG o0 0 � ad � r1r •� ;it �,G ,r; //�f.4 , �.,; �`+ i i I ;n I c., '�'� $'c•,• -T ' MLJ It T3.00 \ £' 54.00 \ 45.00 32. 15 39 SS.00 v - �w _ r NT _ ' X. V V e b G :'b a 5b �` �� .�'• S L�-n - r , ~• \ `eti Ci. \e� �. \ee j. N .e� \tee Q' '���' �• C A :a $ . Np 3 \ \ 0 - ' CAM I NO 2 �4~•G• NIi3 � . � •tc/�4tbA�*.§Oor efie A \1/pl, 0o � - �'�' � - � •�• 1 �► _, ��! ons \ \\ \\ \ 14 Q rr �- 43- 57 O 4. 0 59.00 / 4 I .88 . I 50. 50 / 5 ., IIM`T W - 104. �.c., - •6 203 .3 t r\ LLQ p9 ,- 'It' N "'• _ 1161:8 \� ti f6 6 ' 1191 o ASZ 04 6 I a6 s• _ 201 f f q�.`' �'o g' 1 p+l1-1 1 '45 GF 1195.9 '� 1= 1 �1 11 - .t 42 43 44 '' 94e • ,.y GF 11 03 6 F•G � ' • 6• 1 - l �� 1. 1 . 1 F} •9 1t 1 191 . 1 192. 3 6 119 ou' .r L 1 r _ 1 = cr1oJ 1 1 11 GF 1 1 d8 L GF = P 3 1 1 1 P 1 w 203 I P£ 1 195.7 T r ff 119 L � $ SO _e, IZ3•� 8' F B 2 �1 FF 1 '`�• F6 a, • 11_ __ 1 PE 1190.9 _ � FF 1 191 .6 5.7 fG• F b. .1., m ,� $ - - FE 1 192. 8 gO g9 - � PE 1194.6 f iJo� . � • IIg7 r , {G4,P/E� G v' 1 =- 1 SI'= �- FE 1 188.T FG- fa/ FF II 35.3 �N• • I,07 73 LDT 72 rO 737 op 1 1�,0�� r l FF 1189.4 010.n � fG _ 7 5, 1 0LO LO eeI 1 11 _ - 11�1w;11 �� 111�d $ 1 - 1 g > 11 1 p a N L 1 1 Its H P50.E p 1 N l / 1 1 F 1 +1 L N ��- 1 46.75 PE. THIS LOT A BACKWA I ER VALVE 0,16 �a►.�'s +► _ _ - 42.60 O.d 7'No Z.C?7' •�, _ - - r�"j�1 PER SECT. 409 U.P.C.. //�./s IM 1-� Il 1 QS NOTE: r.f SEE SE�,P.9TE.�x�l�aS W 5 NO WaLC. COl�lS'f'RLJGTtt»l !g a4t6PIZOtI�D 8`{ /rdP.PET.O/�/GA✓•4L! L>�TiI�LS 1•-co,N 01 Irv, 1 ml °yl 1 1 0~ SECTION A-A T441 PL�eWG. ALL WALLS ARE Wf '&EPAR4 SECTION C-C N.TS • �_l IN 1 . r PC- MIT. _16 ►-1_� -1 `. ° SEE SHEET NO. 4 _ r 1 Lt�+10 11 90 SEE TRACT 24133 - 4 -+ APPROVED BY: - SCALE : 1 = 201 DOUGLAS . STEWART R.C.E. 1137254 DEPUTY CITY ENGINEER EXP. DATI� 6T30-92 CITY OF TEMECULA DATE: y !f f I T10/91 RAF. REVISED LOT 43 /t CITY OF TEMECVLA SHEET oQ�oFEss�o Robert Betiri., l/titilam Prost & A�octicttes c, PSL A j �. PROFESSIONAL ENG I NEERS.PLANNERS 9 SURVEYORS .row LGSACa TRACT N0. 24133-3 3 v s •� rte'„ 21113 BINK! w "In[. win 230, ma v". dlfrowl4 12"0 n n 1 u ns-I ►A,1 (?141 @Ff-n4e DRAWN SCALE EltP �l31 r� THE s ors r = PR GOADING PLANS ES I GNED JOB MllrIBER f �� CALF �\ DATE 3 t7 y j DATE BY DESCRIPTION 1 PT I ON APP 'D DATE MICHAEL A. TYL R. C.E. 43090 EXP. 3/31/92 R E V I S I 0 N S CHECKED DATE a/a LOTS 42 48 �' sB /J •t J.N. 400165 t SEE SHEET 5 X03.0° • .006 a .loop ��\ .00 \� OPP \000 oma\N\ \ 71 \ SEE TRACT 24133- 4 a • SEE TRACT NO. 24133 - 3 's x\ o\�;m� N��� \\ _ � �\ \ ` \ :on \cs\�L/ ON\ �\ N 3Y J �\ �.. a.� 1►'i T N N !'TO •a� +�� \\`%y % � i20•d 'C �`t `e� �,• - _, IGT 72 S' i to GDT 71 X 03.2 L ONCA C-j LOMV3.5 � ••' NON ,T •98 tD00 y1 1 g r to N /rili�i5'T YAP/E5 fi�'��1! i K r.d VcvLn01 d •,t r � q9 .n .�- d Op• //8•J.� 00.S i 03. SES SEP.qP.gTE BANS FtJ•IP � ��• STA//V/NG fNAl1 QIETi4/L S . i 100.0 ♦ �_��' � �' 80 •� p pZ �e• S B—B O+ .3 G M-2 Al. T-S. 00N Q1 l i S•03 ` `_' N `�" g to n „ ,X•J �• N $ ST? 0 Z 15 f 14 + '3 Cln tr+"I a - � 28Z Q �- N g o v W �. .�.� H•P � ♦ lV d 1i - Is-9393 ' p _ 2 .2 1 ' nl 102l�: m �c �� Owl- 19.97= F-- t.: : ^ l� 6M6 15.970 0. LI• CdT•R2 8,_ LGT43 1 up j J XaZ \'A - 16 zO 29n 01) � 8 35 1 IK IV' x ' � 127 o m _ _' c 3' �" t! FF. //V/_G N 118.43 `` ro U.W l� 4 01 • � � v � 'y G• /lrl7.07 ' 4. /K' + Tl /Z '! ♦1 gyp' Tw 100.00Ile 0 o i�, ��� //dd.l "'v `� �� K��PiES fRe�► •�' �� 41a �- 0.67' TO 2.67' 01 �' P.E.//88.7 00 �1 ,k `� gib• 36_ N o ►. 1/87 m T.F. SES SEDA�PATE PYA�VS /�?R �lao - Q k Si ori !4'�S t �• �: N m �' lPETA/N/NC WI#ZL AO.4 S. Iv _ — — — — t7w TED Q 00 1 h � ev o' t� l! '6+ Wal(•, W 1 f y r. - W N. SECTION A—A TMS LOT A Ba VALVE 11 .dI 1 6T V a o U - n '�� z `20 d 34- N. TSL PER SECT. 409 U .C. 102.26 /y. � l�h Ic.� � . 1 0 G•U !� 17- 97 0 103.00 - 20. 1.5 G• t e I.1• r — - -- _ F G- cc T C3 IQ I ' ,_ISIS _28 t 1 II L�LJ SII — � _ Q — en 1/p• � �� x' 00 A - - - L ,G.gt • .0p _ APPROVED BY: SEE SHEET 3 DOUGLASW. STEWART R.C.E. 437254 SCALE : 1 " - 201 DEPUTY CITY ENGINEER EXP. DAT -30-92 CITY OF TEMECULA DAM --ter- j 'wOFESS,O - CITY OF TEMECULA SHEET � ` A ry F� Robert Reti'n,, lllt tram Frost � Associates ..� ° ,oma► LOSACH TRA CT NO. 24133-3 4 PROFESSIONAL ENGINEERS.PIANNERS iSURVEYORS Gl1FaMfA 929M n 1 u WO-SM FAX n 14) s»-n.o DRAWN SCALE Or Y31 on ' "`W° `"W" THE S °" °`' row '' _ "'' ME= GRADING 1�LANS 6 r ES I GED JOB NI WR OF Ck0 �\ DATE V7 DATE BY DESCRIPTION APP 'D DATE 400186 MICHAEL A. TYLkV R. C.E. 43090 EXP. 5/51 /92 R E V I S 1 0 N S CHECKED GATE LOTS 49 — 54 & 64 — 67 f.N. 400165 i SEE SHEET 6 COF? �'•es 03 _ Q 0�, � 5- 58 H — I n� j�9.00 gyp•00 J\- 11 1 i I ao- _N o t c,• 0 1 25� � c+ O ' 1 GF 1206. 4 ti I ` I II 1102 I I I 106. � � to 30 0 �i� tZO 2 11 I PE_1206.21 1 $f I n " e• 96 ti • �v h � __ . 11 rFF 1206.9 I I 11111111 4@0 f , 34* ei o ► •� 1 - N f► fin I ti {� v ♦ .L.1 . % in d N 1 ' C j v DW _ 1 (• O G• WIL 47.06 — — — 103.23 /Z =L � r s I N N i h r �. d L to, 1 33!'\ W, co 85 17.02 fti o c h `.��L. �Z.s Fs let 104• 1p N N Cl) '�• L- SEE TRACT N0. 24133 - 3 1� U. W om N J ' 20 � 16 SEE TRACT 24133 - 4 11 tO _19.92 N 71 -15.05Q - - �°I C L6 o � • 067 F6. I°D O o N I I Y w=161 X= -L ,1• '° 102.59 f f N N 0 < —; . .... z7f ld6 la (CA L I L61 112- CD h O t0 • + t 102.04 •G _ N U N N s! � \ 1• ti to O O //e fi O LO � so 19.97 r e _ 1Zot 1� c c i i m I T.9T 02.2 F.l..� N• N N � 8_ 38_ — — fy o � 'G. 1 A �� 166. CL N pl- 1 VV h O sn FG. LO o N w 27'--+ • intf D N N N fm 103. 28 /�; �+ IL ' • n' - - -- - -_ �►�? 01.41 • � �' i I I—�Tr.1 �� � r , 1 — — � '(� 8 F`s. , Izoo.� FG. R I I $ mss. I x P! I t I N l o l � N �c° I 11 t _ Ity 1 i v► t ti L�Laj _Ir - - - - 21 Q r' -- - - - _ �'- 1I - - - - -1 I U i • o lop11 _ �— r ►o I�' I � 20— Ln r ^_' (N 1 laj J 1� 1 x. 111 APPROVED BY: Ad DOUGLAS STEWART R.C.E. #37254 SCALE : - 2 0 SEE SHEET 'T CETYTCITY OF TEMECUTAENGINEER DATE: DAT 6TH -92 CIT Y OF ULA SHEET o10FESSi0'�+i Robert Rein., lIi t Liam Frost & Associates 5 A PROFESSIONAL ENG INEERS,FLANNERS L SURVEYORS IDSA► LOSACa TRACT NO. 24133-3 lslTtls i l lam! � t)tt l r[. �t l l'[ ZSO. f OtCIILA. Gl l/�N A •I�lO or l �31�D Ir141 rAx frim ere-rem DRAWN SCALE EX► Y31W PREf/NRED THE V I I OF's • NUMBER PRE= CPAD NC PLANS °q` -- 6' DESIGNED JOB NUttBER sf DATES Z DATE 8Y DESCRIPTION IAPP 'DIDATE flows 'ff OF Ck kk MICHAEL A. TYLMA R.C.E. 4 090 EXP. 3/31/92 R E V I S I 0 N S CHECKED DATE LOTS 55 _ 63 �.L a J.N. 400165 k N WAY - �e -- M M1 1 ��A a• �. •� \ 1• �. do 52. 19 ` v Q 49.00 00 5.00 Ilk- 53. 16 k 34. 56• +0 5 o h $ •• f �' TRACT N4 , 44 24133 — 4 F6 :I 9 R'1 o A 55S-r — FG FL N-P- F 6. A FG• ' "' .S , fF /Z04.` FG PE IZQZ- p 9 t• ( _ N. 14 9 � FGA 1 • VI1205. Z pt /Z,04.I FOEE B FF /Z 1204 A FF is- FE 2l 12'f �. � PE /Z03.4 Itv�.l g6 G 4 X4.4 /Ot 5Q °' `: • - -t ItdlO Z / i PE /204 fG s FG. 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T Robert Betin, Wi t Liam Post & Associates � CITY OF TEMECULA Y� 6, DQA/NAG•E SWAL ES PROFESSIONAL ENG I NEERS,PLANNERS 9 SURVEYORS JU" LOSAGa6 ?'R14 CT 1V0. 24133'3 Etc► Y31 At mar as-soft f" n 14) 6"p-4240 DRAWN SCALE .� '• V.S �: *' = ME= ORAD ' LAN P oOf, 6 11� DESIGNED JOB MER 0 ♦,orf OF C � - DATE � t � DATE BY DESCRIPTION APP 'D DATE MICHAEL A. TYLMAN .C.E. 43090 EXP. 3/31/92 R E V I S I 0 N S CHECKED DATE LOTS — Ap.L 3 • JA 400165 f