Loading...
HomeMy WebLinkAboutLot 1-46,50-66 - PreciseGrading TRACTNO , 24134 3.. PRO JECT SITE Cm LEGEND T° - - PA � a14� F�+►iq lt01� ADL -0,T.C. TVP OF CURB PRECI E GRADING PLAN iNV. INVERT F.L. iN FLOWLE 'sPSL M.P. HIGH POINT F.F. FINISHED FLOOR A A C IE C D e D ' PAtft W F.S. FINISHED SURFACE _ I _� U TRACT I�fO 24 34—� TRACT NO . 24134" 1 WPIP L.F. LINEAR FEETW � P 1; SIW'11 AGO RD• Y; � T.G. TOP OF GRATE f W G.F. GARAGE FLOOR P.E. PAD ELEVATION 710 f •.. _.._,,.. �' �. CFf'L+ � (4 �, AIR RELEASE VALVE _ f o Pico "1 WATER METER 'M4 mak* © _ x �x x. `o o MAIL SOX QQ 44 STREET LIGHT i • ~•/ a - r .�. 2 _, HMV. T9 1"l r 6 . s 4 � FIRE HYDRANTTYPICAL SIDE YARD DRAINAGE ��� � 8 43 , TO SAN DIEGO t EXTRA DEPTH FOOTING 5 46 • -- --- FENCEP� 42 - I 8' MIN. 12- MIN. ABOVE PAD ELEVATION 14 ctrl• RETAINING WALL � 47 COMPACTED MIN MiN. _ AREA DRAIN SYSTEM s ' 41 12" MIN. 6" MIN. CATCH BASIN BERM ABOVE PAD I 1 ROUND OFF TOP 3 20 r P BLDG.PAD ELEV- o � 4 �v VICINrrY MAP .,,.. O CONSTRUCTION NOTE ry-�'-.-� y 21 -- 2►-i.MPX- Z NOT TO SCALE 3 INDICATES COLOR © 39 i SECTION A w A SECTION B B a i �� 22 a LOT NUMBER f, 50 FOR SIDE YARD SLOPES GREATER FO REAR YARD SLOPES GREATER 36 INDICATES MODEL THAN 5' IN VERTICAL HEIGHT TH N 5' IN VERTICAL HEIGHT I 10 '23 ' UNIT TYPE 3T S I � � G�ADrNG NOTES INDICATES ELEVATION PSL P/L 9 ` 'Q 5' Mm. s MiN. S• MiN. 24 �3_MiN. yi' MiN. I' MiN.J 3' MIN. _ 3' MiN, 2' MiN- } ' 36 1. ALL GRADING SHALL CONFORM TO THE URIEORM IIVILDIRG CODE, CRAPTER 7D, INDICATES AMOUNT OF TRACT 24134 4 8 25 AS AMENDED BY ORDINANCE 457. EXTRA DEPTH FOOTING WJDSLL 1 Iost1 ' ! 1 _ I - $ BACK- I r6- �• � 6" �.� 6 �• � 35 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE SHALL BE � It . THIS LOT REQUIRE A WATER VALVE PER SECT. 409 , 26 S2 OF U.P.C. PER APPROVED A 4134 WATER 8 SEWER PLANS. "+4x 6•' MIN- z x ' iri►M!� 27 S3 3. MAXIMUM CUT AND FILL SLOPES - 2:1. SECTION C - C SECTION D D 5 33 Y 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUITAtENT ALONG THE TOP Of ALL .: 284 FILL SLOPES OVER 5' HIGH. 4 .3 2 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 2955 ' ANDIWHORWHSHALLSHALL SUBMITEATIFY FINALHAT ALL COMPACTIONLHAS REPORTEEN FORPRPRLY PACED ALLEFILLSLOVER 1 ' 3 DEEP. 2 so 56 6. A REGISTERED CIVIL EN6I11EER SMALL SUBMIT TO tHE EIVGiNEE1t1MG ' DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN' ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE ' BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE. ELEVATION AND LOCATION OF CUT FILL SLOPES. 59 7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG 61 60 TOP OF CUTSLOPE. GAS : � 62• 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN �4 63 OPb do ONE FOOT. 65 4 9. ALL GRADING SHALL BE DONE IN CORFORMRRCE WITH RECOWERDATIORS OF 66 4 do ' THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS DATED 12-21-88 �+. TO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTEDE •� 11 Pv�" ENJE,INEERIAl6 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN S�N RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 13. EROSION CONTROL, ALL GRADED SLOPES SHALL 19E PLANTED WITH ROSEA CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 13' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL ' ' BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. 10. THE CONTRACTOR SHALL NOTIFY THE CITY Olt"TEMECULA ENGINEERING • HALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER„ �� � I• ! �• SHRUBS S DEPARTMENT, TECEPMONE (714) 694-6400 AT LEAST 24 HOURS IN COMBINATIONS, IS' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS ' HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES INSPECTION MUST BE APPR YEO PRIOR TO BUILDING PERMIT FINAL INSPECTION • PER U.P.C. CHAPTER IO.R. EaRT�l�lt QUAI�1� ESTIMATE FOR EACH LOT. 16. . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IM THE FIELD PRiOR CONSTRUCTION NOTES d� QUANTITY ESTIMATE - ` 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' ill VEND RTICAL HEIGHT AFILL TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. I5 C.Y. PER LOT 15 LOTS no. � CMNTiTY UNT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION Z 990 C.Y. AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO — THE APPROVAL OF FINAL INSPECTION. 0 12 - DUST SHALL SE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. L9 � APPROVED BY lj LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. U) FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOTLd I '4. A REGISTERED CiVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL 8U0- MIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC L .I . ! DOUGLAS . STEWART R. C.E. *37254 ELEVATIONS ARE PEOUIP.ED, THF ELEVATION (WITH RESPECT TO MEAN SFA � DEPUTY CITY ENG I NEER EXP. DAT 6 0-92 LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT Q_ �r CITY OF TEMECULA DATE: t GROUND NNTURFACE IS GROUNSHAREOUI BEDGt IEN.ACTUAL DISTANCE ABOVE THE ArJAC101110)1 RBF REVISED PLOTS &RADINAG L-OTS,Q it �; �,j CI TY OF TEMEC UL A SHEET � Ec�wo►ESSr'� O bert Betio,, Wi t Liam frost & Associates 91 15 � I�VIScp we-rPRI�ITs Rter,39,41, pl( 4'S 4.c. 50 1 N y G" ' �'�' �► PROFESSIONAL ENG I NEERS.PLANNERS 6 SURVEYORS I c lt&r Revlseo ?l0&rr9WT LOT 5w0 � JnBX L�SAGa CT N0. 24134-3 �� �9 - ,,� f TRA '� �.E, = NM !HOLE OW OR 111E. Iw 1 TE M, TWCULA, CAL IFO M1 A 92"0 qe / O (114) 42 rAx 11141 ens-n46 DRAIIN SCALE R , ' �� THE s ERV I ON OF: TV= r• = JWP R E C i S E GRADING PLAN of rp Z DESIGNED JOB NUMBER U C A, EGS` ( DATE BY DESCRIPTION APP'D DATE '40-0/lam LOTS 1 � - 6 6 < MICHAEL A. YLMAN R. C. E. 43090 EXP. 3/31/92 R E V I S 1 0 N S CHECKED DATE 5/111-91 J . N. 400164 i TRACT NO . 24134- 4 dP •• LOT 71 it �- 50.69 •• 62.63 60. 43 .. 50.00 'G g 60. 36 ap ap N 1150 - •0 �, N•P. f G. G- - N S S ti g. t � 7a �• 5 .00 N c G G• FF 1250. 20 r co•► �..,H o _ - FF 1250,6 PE 1249. 5 X 410 1 h G 1251 .0 + ' PE 1249. 9 1 .6 '0 1251 •5 ' f f 125 3 �� 30 FF p 0 0 . ff 8 PE 0� IlOr - 3 41.p 24g. t ' � •G �►� PE 1250• _: 13'' i2ae. B + C 249• F� 0 03 •p F�,c.B. A I O t 0 ' 1249 3 tb ti 3• 0 1252- /► GF 1250. I SO f 1248•• � Ff 125r P P e 3 B n► S/ 52.3 PE 12513 B PE 12 Gf 1250.5 Q GF 1249. T 4 . i 6� 9 o • s 00 o �6. TL� FF / ��, ` o r- G •�. Gf 1251 .0 4 s -G rz4a. .� tae. , GF � ry0 pf / ?48.9 � - on► �� 1 Gf 1251 • ar 6 , .� o `� u� 5 �248 �• 248 � �, 0 01 3.4. •8 2.5 o rz�! -I ^' O1I 6 B 4e. 6' � . 2 t'' ryn► / 7 0 1 GF 125 2 5° o ac + o + - 1 O 2 SO 'k F. 48.91 48. 91 l 3 r: A• ff• 7 a � � m , a �3 9 A � _ - � � 48. 3 G• 50.00 . g 1Ful v - ap oDL�1 G. Q +�5 8 J• 24t•3 >,4 tip G' . .� - n �1• 00 2�•?� 42.00 e• �'c,• \ ~ ^ 1• c�� ' /Q •9 "/ �� • • Z s v Q w '1. f � 1►M4 G• 0+ `Q 9 �j � a .� �5 `T/• ` � p t� aG-s / ' � � `� �' QQ �0 v. i'0 �1 G. V �4.A6G• s� Oo �, '�+ O G / / ,� � 'h a �A V• 00�Z � M� V' ^LYZ ��' �- n ��1• V �� � � ' \Z�• i pj'/ R 5• GF/2 /�� �`3'T / / ��► C� �,� - _N 9 a,L N a + \�' C►• +.� Cq .� A6 OI it �' / r / RC1 3 jZ ti� V op 011uZ 2T .55 ao so - _ \! �� SS " •�q .G �4. 3 6 G 444s ,q•`. 4 �3 1 3 .43 0 F.L A� 0. 3g ` Z •L 1 J/• 60.00 r. B F. 33. Se 7 .00 0 0 0 2 7 A G r- X y t 'G' ^� (0 5 O o o +1_j0..1 G L t 7 ti (0 cc J15- GF 1250.2 = 26 a.� e• �o h' �� ti h F�' 7 Gf 1250.8 A i G- '1►�� �o l • 41.1•a '+ 2S � • a �� '� •G so t � 3 - , GF/ •� -a J o cP \ 30 Gf 1251 3 � 16' Bj Za • 9 '� .\ / b O 2 12r-2.0 �zp'+. fc. o oo S \��'�• ~ -0 PE 1250.6 PE 1250.0 PE.fZ4g4 B ti 5.00 O Z G W T 25! .G- 8 FF 1251 •3 f f 1250.T F.F 1250.� '� 3p� .G o m e •� �O � 4 \ 01 _ PE 1251 - 12-' I _ �.� r , �g Q� �� 2�'a \ f f 1251 .8 5 G 5F 6 F G F.G - F G. X, P f ,ZAI► v \ + - 50 T GF 3Ld ' 3 1 ' \ 1251 • $ g • PE � O. . .� ac L.,H.P 1f1 \ f f 1252.5 F-G. 00 013 7 Pf /2 R - .� 8 9.96 41 . 48 8 O �G• G7 g FF /24�• 0 x d ' T 2 ARM- 51. O N _ 513 53 •29 _ A • t 03 S 8 b e \ F.G- 5�. o ... � � eta '` � l .�� � -G •� 47� / / tp g0 00 i s m _ 10, J 1 � � ! � ss �+ ,.tom 2 b �'� - �/ � �\s• � /�/ / 1 � � 1 � •� o• � tip � � P � ' 1 � - � r 2 SEE SHEET 5 �' �° 7.0 /4, / ss _ AP OVE Y: / SCALE : 1 " = 20 ' D0UGLAq M. STEWART R.C.E. 37254 DEPUTY CITY ENGINEER EXP. �AWO/"CRY OF TEMECULA DA rF►a11:S�O�f /�7/ R.B.F. PLOTTED NEW HOUSE ON LOT 5 SHEET A. TY�t-i� Robert Be'i n, Wi l l i at;m, Frost & Associates re/171111 RgF ,� Nom„ �a„� un 6 f CITY OF TEMECULA PROFESSIONAL EIS I NEERS.PLANNERS 9 SURVEYORS JQS1V L@SAGa TRACT N0. 24134-3 2 n. 7OT>!'J 1111111L[ MR NOW. SUIT' ZW, KI<CULA, M 1 r"I A WnG ExF aa�► « * lila► an ►Ax nlu pt-•mo DRAWN SCALE , \ PRE7ARED ER RV I ON OF: AG C'S t' = Zb \qt � '�! DES I GFED JOB 141M8ER PRE= GRADM PLANS 6 =CA�\F _ DATE DATE 6Y DESCRIPTION APP 'D DATE CHECKED DATE �s LOTS 1 - 11 & 22 - 30 \ MICHAEL A. YLMAN R. C. E. 43090 EXP. 3/31/92 R E V I S I O N S spy 3 J.N. 400164 LOT 70 _ X95.09 �y ti m /r 0 ^ h Go N e Q 30 • N N Q h fpm• r � N os w j� CL 1 /0j 'f ry (0 c� r • • Op i I py 20, I S h j !1!: 92.93 y � Ir � �, 2.4 h - v . 9. 95 6 t 'LP�•C'• 3� — OD K g /S. Q ti �� t= 'X=S Z� N N 2T* LOT 71SO W 2 3•A6 \ G• \ I r. 106.T9 \'tAG. 6.00 _ a' 't • 5 AO 26 10. 10 h 1p rS' Vqw � N o v — W 1.06 1.28 j3 \ZA�j G z rs N I� d 1i Il �f1 � • t Q 19. E YTJ Q U M $6 I9. 9T . . . IOT.53 39' /p \2A G- s.� I SEE SHEET * .tG •rft' N N INC39 r 1 481 0 :o N o O ►• 1 ,t hi 0 �D W (N N N �Y 4 h — — /,20. 0 M ti v a 20 a s p � 8y v G 2AA — � of V t '( • \ G• rD IOS.2, 2'.82 ,� \ZAA 6\� tet• 1, \ '� 0 /�• 32t ry' c &ti 9V �. Iz 1244.77 102. 1 T.C. ey \ To 30 1244. T9 /j 8`\ '� ,a 28• T.C. •9610 ., _ 0- b b // _ so /8 g 20 30 .. i 20 ev I 7 l/ k4j l 11 - gl\ ro�� l 21 / —/ti/ raj / SEE SHEET 2 SCALE 1 " = 20 ' A / F� W T W 1R� • s Robert Retire, 1/i t t is rn Frost do Associates CITY OF TEMECULA SHEET 3 r OF C t\F� PROFESSIONAL ENG I NEERS.PLANNERS 8 SURVEYORS dt7E2V LIN I TRACT NO. 24134-3 MINI lima OAR 101m. 111111TIE 2w. WWCULA, CAL If"I A 9230 11.141 srs-41sa FAX 11141 M-n40 DRAWN SCALE �+ APPROVED Y: PREPARED U ER S RVI I NOF: yam r � PREC.�SE GRADING PLANS OF V P4 �m:4ADESIGNED JOB NUMBER DOUGL M. STEWART R.C.E. 372 4 _ DATE DATE BY DESCRIPTION APP 'D DATE 400164 DEPUTY CITY ENGINEER EXP. DATE /30/92 MICHAEL A. YLMA R. C.E. 43090 EXP. 5/31/92 CHECKED DATE LOTS 12 — 21 CITY OF TEMECULA DATE: t ,m tarR E V I S I O N S Apl 5/11 J.N. 400164 f -,. ••►M. x-rte.-- y ,..- _, , - •.• SEE SHEET 3 36. 1.9 2T.87 37. 28 5T •52 �o 63. 38 o� 59. 64 55. 3 52.00 -- 52.00 55.43 52.00 .� Ir _ _ f22on g 2_ f N -` - - - _ r r O O .'&4 Q �,H• - a .� as yE�• L. N.P. - N o - Zcp-4 Fl- H• 2ro FLA- ,H 2-f-G 1 � N o �'� � � r � � �r { 3 Ir N f� 1 G. _ �. • FF 1227. I .4 F F�.,H- - FF 1229. 0 FF 1229. 2 ' K G PE 1226. 1 PE 1228. 3 PE 1228.5 FF 1229 _ 1 r 1` - - l 1-� FF FF 1226. T FF 1227. 3 A 1228.3 1'E 122 f= -� •4 X i '_ PE 1227.6 Z1•G A PE 1226. 0 O - 02 PE 1228.1 IF 1230'J 11 , _ - D _ _ FF 1228. 3 f' PE 1229.31 FF 1227.89. 1 IPE - 02 A fi © 303 X K� x PE 1227, -� 11 g t2 5 2 ZS.Co g G + FF 1228. T C 003 4 1 1 ?� + F�' 6 OZ A PE 1228.0 x _ N GF 1228. TGj Iz2�_o 1 1 GF 1227.8 2G.2 GF 1226. 6 F. B GF 1226. 2 5 A 7. A 0.1 GF 1228.s 6r ` 43 G•2 1228.1 I I I GF 1229.311 35 1=. rzzs.o 36 37 j z� 0 GF GF 1227. 3 uv.l ' A3 © 12 6 1 _ .G ❑ ❑ � ., . eL:�2j 1zzi.r rz27_ 44 r34, 11 G. Eil39 27.r GF 1228. 2 1Z?G 7 60 %.J o : 7 1 1 1 1_ J I I 9 I 7 7 � , GF 1227.a za.3 6 I rzzs.a r 24_ a fit. b I I - - -T a. rZt�. F - 111-_-t _ _ ,�G• - I ,�� ~ Z�.r L 40 4 I G. 3s-83 ♦� rtzY.s j 01 rr L ` �2�7 I a T.66 Z'Z• Fc, 52. 24 49.89 - -� ca o n+ o ti N -1 7 y •" �S �� 1 1 � M 53.09 rn�.5 izz-r.o � I 52. 00 �1 V h � N • . to \4 - on � p0 0 •8� r a 52.Qp _� to O S. • 52.00 a 15. 36 S .�d, • •�f+ b• - i5A-$ 5 a wtic►• .. �►• a �n �' �: •db ORT �, ,titi °• N • o LOT 70 ; W o ee ; cl It �ti�• �' 'LA• Q a`�` ;�� ��" 20 nr i3'7b1g, AIOLOS w� - ~• w `�1 G f► 1� N b Ins." T.C. W ~ r W1 �N � �'�',��' • eta ws �• - Aj 46• j �e 21. 42 O cD '� 22 ` 1, !� s b 8 5T .35 \r'� �'L . ,ti. 35. 75 o a 7. 00S `1� �,• `,�'L'd G• ^� oI N� c 57. 00 L _t I O p a R 57. 00 ? J 0 0 { 6 �- - , 5T. 00 .6A 4 I 16. 51 3 s� 1 1° ® © � �' S.65 ; z - �. 5 I - I I _ s 1 - 52 � cF 01 a >'�-tea. � I r i 11 I I - _ -_- � e - ❑ _ _ s.r 1226. 6 GF t22T.2 o I I l 4 9 I I I I , t t I - I I 1-4-r - ZI& GF 1229.2 rrze.a I � I: - I ,ar 1 , p1 1111 r48 11 1 111 11 = .s • -+ z 25' ' I 3o I I r - - - I I r- .��.l, I 11 1 1, 1 14 7, t I 14 o 303 Z9 O W 1 01 1 wit r,- - W\ I ` I I GF 1228. 2 1 1 10 _ „� t � - j , I B F•I- I sly A ® ,Q t /303N _- t J I J / f- - - - - I I r - - GF 1228. SII GF !2 Iz j I I _ 1 7e y -0 z b02 ?'' = A-1 - _ - I 46 28.q 28 't PE 1229.0 - I PE 1227. I I I r f� 1 I , , .•,r r+�74- GF J---�' g.� ' ° - �Ew S , 16 I 1 I _ , I 1228. t 303 I IPE 1227.6 FF 1229. T 35 35 FF j 226. 1 FF ►227. 7 "�! I- _ - - E I P�- _ I `F 1228.3 r- I _ _ 227• I _ Z-1.0 o 0 25 2S 1 _ x _ - -_I I I I I FFF 122_- I _�� - 1 ,1 29 FG. I ti � 4 I- - = 1 , I - - I it r - _ I A 228.7 I - - - _ I I rE 1228. 1 I PE 1228.5 FF 1229.4 I N Z� ° _ -I II FF - - I 11 0 FF 1229 - c rrte-, I - I ?G _ r<G 1_ 1229.01 . 2 =. �I L.,H.P. I I Zzaj rn FZ2G.1 ry - L 1 G O I I 697 st.se st.03 I 1 S7.00 ' I •A �. bg'� r� � •30 LOT 69 I �, • W 5.23 ,tip �, t � � �. ��•� 41 .02 41 Exp rr31 est • I NOTCATES THIS LOT REQUIRES A BACKWA I ER VALVE of ,4�a . SCALE :. ~ _ (� ' PER SECT. 409 t� 9/95 R8F KeISE D r INTS. 31 4+1 q.�-4v sD . 100" SHEET Robert Betin, flit Liam Frost & Associates � ,�,/�.�•r� R�TPRINT LOT so ,,� CIT Y OF TEMECULA 1 iqs R 4 PROFESSIONAL ENG I NEERS.PLANNERS 9 SURVEYORS TORN L*&AGa TRACT N0. 24134-3 !ST'S!! S 1 NR[ DAN OR 1 K. SY I TL M, T[Il:CIA.A, CAL 1 FORNI A WM APPROVED B IT141 GFO-yea FAX 0141 M-T240 DRAWN SCALE r . R �" I°" OF: A5 CAS^0 r = PRE= GRADING PLANS OF 6 - DESIGNED JOB NtWER DOUGLA . STEWART R.C.E. 37254 VATE DATE BY DESCRIPTION APP 'D DATE 40D164 DEPUTY CRY ENGINEER EXP. DATE 6 30/92 MICHAEL A. TYLMA R. C. E. 43090 EXP. 5/31/92 CHECKED DATE LOTS 35 - 46 & 50 - 52 CITY OF TEMECULA DATE: y /' R E V I S 1 0 N S py s d J.N. 400164 i 1 SEE SHEET 4 VIA ESP IRITO 1 N 1A 153. 92 o c° 3 r�I� 127. 71 1 ALL e6r I I KIWI tv _ — I 1 � omll NIS) I � op 1 cj* IL I L — — 1 I c" Cn 1 � — _—_—_— a I Z.. 20.98 III — _ N � I � I I L� J - -J11 I I N NI II 160.70 8• I N i n+ I � 2 2 I -Co. zq. 00 III j N 11 o im I ,,�I�. I r, 6 I I-- I I L � I �Ll I�L�� 11 Nt _ II LL — — II N I a In irs'X.$. 20 - - - - - - - - - � J r — Co A�. _ 118.00 4A. 1.0 91-0 job F.�• N N 1 _ F' 1 Sao 12% N ka 6.� � d 158,95 l.G• a E ; C 31.0 ! G F. \ *- O \� 0 - 2 \8 1230.0 ; vn �A ,n �A•cj, 16. 33 114.00 Q1 P �� v V 15% 6.93 ��' '` +�4 'sz'1 d� O O X,z _ r 1 pA- s- dp ws/G �� �7 p m N N �AS'T8 92.9 \ Q 6 o • 4. 0 �` .B. 11: ... FG. —102.99 to �� '� tia d. s4.0 1 F 0 64.0 , '� W o ►� FL.' H.P. �4b C� 107FN o m v W) Q r \\ �j � 4� ; \ G %� �• 94-0 \ In. ' ILr 123z.q in in in N C.4 t 18. 190 i 3 \ p1 541FLr]) N � N G d+ \ •�' i / M C SEE SHEET 2 \ _ r C* QV; T .C• 64-r d LL. 1 "' LO PSG \\ o \ \0' /`\ 3dop cl �C. '000-A c\/!'/' �`• e, e ON I 0 0 -?y \\ �23��\`� .00, \\ �e e3 a SCALE : 1 — 201 • , s \ .� C,P�' \ , '3= 1`� \\\\ 1 �'1 •• ! INDICATES THIS LOT REQUIRES A BACK- a, ,rte /o \ a 5•''�' \\ WATER VALVE PER SECT. 409 V ' -0- �.A SHEET Robert Beier., Witham Frost & Associates CITY OF TEMECULA 5 �1 PROFESSIONAL ENG I NEERS.PLANNERS 9 SURVEYORS JOSH L@SACJr TRACT NO. 24134_3 !rtes S 1 MILE OAK DRIVE. SII I TL Ull, TICIMMI LA. CAL t MINI A 03M APPROVED BY: I7141 ero-4eu rAil Ir141 ete-t240 DRAWN SCALE M"ARED R 3 ERV ON Or: AS CAsAOO DESIGNED JOB MIMBER PRE= CRADINC PLANS E � ' DOUGLASSTEWART R.C.E. 372544OM4 DEPUTY CITY ENGINEER EXP. DATE 6/30 OATS / DATE BY DESCRIPTION APP 'D DATE CITY OF TEMECULA DATE: M AEL A. TYLMA R. C. E. 43090 EXP. 3/31/92 R E V I S 1 0 N S CHECKED DATE LOTS 31 — 34 & 53 — 56 ApJL J.N. 400164 Y F • TRACT N0 . 24134 - 4 SEE SHEET 2 SEE SHEET 5 30 30 18 ` _ - - - - - - - - - - 0 20 20 -mom - - - r - - -- - - - - - - - - -11 18 136.66 W Q o II r , I II r - - _ - - - �- 6 6 ti i t ,01 1 j T- i I I o 11- - - - - - __ - - - _ "' 16 0 102.00 _ - - - - - - - - - - - 18 ' �' II I- � I �r I I I 1I o 53 II - - -� I 0 _J -} _ _ 0 G p I I I I I _J I I I ��1�iG l i I , I I U f'- 20 1 � - - - - 1 �, � I I o I - - � I I �y1 I I III �_ l�l�l �\ I � �'�I ll N t_ _I 1 I I I � -1 III I- � I l Nl "'l Lgcol II JI it KIWI 4 � o I L - ININI I <I It - � - - - _ _ - - I- - - -I Ill ``L4-1 1 � � 11 �IW1 �� 11� _ - - Q II I � III �L�� I W O J - = ti U U es.00 10e. 43 87.00 10 N tih�`'• •`, BARCALDO _ _ CALLE _ - - 15 � h 14 � � •� h1 w i I h 12 �! hA 13 1h +�, �'S f► a A'� h ',�' �.p'G. ,hb' ►? ' •C; �� //� \ eq a pa N •� o• �' '�. �, `tih v• .�• �'1► ,��'� `. pe ae // �'/� pq ► O V, p a h'L ,� h G- h ti� �► 4 �'L ,`. '�• >! �'L ,`• a• +�• / /(p P \�. 1 b`'•G• G• 0,� �he•G, � o N `,tih'D �,• \ 0 0, a � �ti '�• � � � '�• �a �1'' �+• \.y�G' 7Ty / �h/ ti / •����1� I I o 62.00 42.50 �I T. T 3 I C� \ \ \ \„4 0 52.00 52.00 c� 55. 00 \ \ \ \ O �\ � (b 8.27 +f• o \\ /w/h. / 41 .96 50.00 \ 52.00 0 o o ' Ii c - . .O - �2.TT \ � 9. 94 IZ •1 � � ) ) `,/,4"� / / 9. 33 O OD . I Q �n1 g W) - �+ rn Q N O - IZ?O!I N !� I , I N 1► 0 O ,2,,4 v (D N tG IZ 7 N� -� m s In I N r► cv •t 't IA O - _ - 1253.b -I - !r - F FLrCs- 2 �t l /4 / ►rse. 0T 1 s. 20 / 16V4 / G - -- r R b F G. - -_ [63] ��_,�e. F62 .4 65 M54 4 , �t".e 61 60 59 ,FL. I 57 6 S3.5 GF 1249.13 GF 1240.4 I K34 58 tip 66 F 12 2.2 �.5 .�. ❑ 23s.s �� GF 1256.0 GF 125 �-v 4�Z I � GF 1 12a4Z GF 1255.0 63• �� GF 1245.8 �� - s4- �1236.6 fG. .` GF 1257.0 _ ` 64 S f ` + . 5 4+5+G 302 1 S 1 302 303 d. 7 303 -- 302 303 G 8 B 303 A 302 A I b C B 2 01 PE 1255.8 B PE 1252.0 EC►249 G C PE 1240.2 � PE 1254.8 4ot FF 1240.9 PE 12 G Z FF 1256.5 ` FF (254. FF 1252. T FF 1250- PE 1245.6 FF 0 c� ss. FF 1255. 5 FGr FG. FF 1246. 3 5 P£ 1256.8 --- ss' �' ► �.v 40.2 1 1- FG- g4 d F.(s. 62 O 52A FCs• PE 123b.4 35. F G / . 45.G I F 1237. 1 35.3 - F 6• Q 1 FF 1257.5 '34.6 FG. '�* '� F-G. J F G- I'Z'l1.1 G. �- - F G I Fes,H 1 +o h _ 1 a�4. l ,,lal-" h o t"S. Sao I in lZ 0 1 I �., +I *' Q I 0o I 6• J FLS 1.LP �y C o f in 4 v l O o � O Qi of - 1 1 I 1 � iza&. N I - I 1 , N P o I I I I '� ,H• in N Ph U i - I 1 52.01 52. 52.03 S5.00 I I '' 1 r► 1 50. 12 �I'I 52.01 I t 1 5T•e0 S 51 .52 70.52 1 70. 16 1 - � 1 1 SANTIAGO . -1111loomom-- __ __ROAD �ao�Essb�k INDICATES THIS LOT REQUIRES A BACK- -- -- M_ ►► WATER VALVE PER SECT. 409 s tR4:s�o E1R 3lfllt (07,91 Rl3F REVISED PLoT$ � GRAC►Nb SHEET ',� • Robert BetiT•al., ll�,t ltianl. Frost at Associates 1 LOTS &1 � G3. „ uI CITY OF TEMECULA � _ � f 0 I�1� SCALE : 2 0 OF CALF PROFESSIONAL ENG I NEERS,PLANNERS & SURVEYORS JDMV LsSACS TRACT NO. 24134-3 s so, i1NLE 0A1I ORIK. NIR 200, WINCuu►. a►LIrMIA WM APPROVED BY '"4) WS-110 �'�' (1141 GM4240 DRAWN SCALE PREPARED ER V I N AX t C'S'C r _ OF 6 PREME GRADING PLANS DES I GPED JOB NIIII�ER DOUGI A . STEWART R.C.E. 372 4400184 DEPUTY CITY ENGINEER EXP. DAT 6/30/92 DATE 1 DATE BY DESCRIPTION APP 'D DATE CITY OF TEMECULA DATE: ,� 9 M I HAEL A. YLMAN R. C.E. 43090 EXP. 3/31 /92 R E V I S 1 0 N $ CHECKED, DATE LOTS 57 - 66 , J.N. 400164 i