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HomeMy WebLinkAboutLot 1-59,63-73 PreciseGrading LEGEND_ ,F ,, POW A TOP OF CURB 0M.Do B PADELEV. -0.3• IN. T.C. PALOMA DEL SOL 1 `SAF FLOW LINE F.L. „� B �t HIGH POINT M.P. — 15-, TO. 115- TO. ! F I N I SHED FLOOR FF 0000.0 A A (EXCEPT C C (EXCEPT p p FAUBA SIA RM W PRECI E G ADING PLAN VWRE *FRE F 1 N I SHED SURFACE F.S. NOTO NQrEoi FINISHED GRADE F.G. RO t rRAc r i 24134 = 2 CATCH BASIN C.B. '` �` NOt GARAGE FLOOR GF 0000.0 it � IFFY PAD ELEVATION PE 0000.0 • fico Amy F 1 RE HYDRANT `O' Wt A I R RELEASE VALVE I 1t. T9 DR I VEWAY TYPICAL SIDE YARD RAINAGE (N.T.S. ro SAN ofEGo STREET L i GHT O PROJECT SI TE WATER SERVICE -© ' SEVER SERV t CE _O 121, MtN. PA e' MIN. #1LILEV. G. PAD r� - VICINITY MAP ABOVE PAD S' MIN. I1 5 MIN. 3 MIN. 3 ' MIN 1 ' NOT TO SCALE SLOPE COMPACTED s MIN. MUDSILL MIN. 6,. MIM. SIaEET"7 EXTRA DEPTH FOOTING r= ?-TSI BERM >jl vi PROJECT SrTE ACCESS RAMP • RAMA >;I-ice T �- (dgrA R,N,r„ID> , • �� ROAD —1 0 .0 GRADING NOTES FEMCE 2Y MIN. 4 FOR Lcc_ATfor4 oML-Y 2: 1 MAX. c N.T s. ) 27. Mt N. 21% MAX. 4l 2: 1 MAX. 78 - . • 2% MIN. 1 % MAX. 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER T0, SECTION A A SECTION D D c'1 641Ss ' 66 59 - AS AMENDED BY ORDINANCE 457. CORTE s 60 61 ` 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE Iy. CONSTRUCTION NOTE O FOR SIDE YARD SLOPES GREATER (N. T.S. ) 9FE LOT NUMBER X THAN 5 ' IN VERTICAL HEIGHT Q7 R�MOC� 62 { T S 3. MAX I MUJM CUT OR FILL SLOPES = 2: 1 . D 4 43 4. PROVIDE S' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 12'' MIN. ABOVE PAD ELEV. w S MI N. Pn S MIN. 6" kIi N. 9 �� S1 FILL SLOPES OVER 5 ' HIGH. INDICATES MODEL 6 MIN• 3 ' MIN. I ' 1 ' 3 ' MIN. _ =' 4 MUDS ILL MIN. MIN. / r2 26 S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT MUDSILL LL ,.- �� .. �. �, UNIT TYPE B �76 "S - S66 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ROLIfVO OFF TOP ` / p,� D i7 TRACT NO. PLACED AND WHO SHALL SUBMIT A F I NAL COMPACTION REPORT FOR ALL FILLS INDICATES ELEVATION . C OVER ISDEEP. 5 # �_ / ;, 37 68 24134- 1 G. • TD :2 A REGISTERED C-IVIL ENGINEER SHALL SUBMIT TO CITY Of TEMECULA IZw INDICATES AMOUNT OF O MI I~ 69 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH EXTRA DEPTH FOOTING 2% MIN. GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 2% MIN 2: 1 MAX. 6w TyP• 21 % MAX. E � 35 ; 70 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, THIS LOT REQUIRES A BACKWATER VALVE _ 21/ MA �T 4 J�� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. PER SECT. 409 OF U.P.C. PER APPROVED SECTION B m S (N.T.S. ) s C'�,4 71 2 72 T. PROVIDE BROW DITCH, DES 1 GNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG WATER AND SEWER PLANS. (SEE INDEX MAP) FOR REAR YARD SLOPES GREATER SECTION C C \ 2 g4sC,O TOP OF CUT SLOPE. / THAN 5 ' IN VERTICAL HEIGHT (N. T.S. ) TRACT NO. 24134 B S,M 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 4 3 ,•>r>" �� � �\ 2 T 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF • THE PRELIMINARY SOILS INVESTIGATION BY: _> C 2X4 CEDAR RAIL• , 1VTAL- UOEAfte P!'!►D ARCA ARt�A� LpT i�vAWA ARCA (,pT pp. ACDRleSS 0 A s P - .Ix*CEDAR Doal�s, 6. TRACT NO. eg CONVERSE CONSULTANTS DATED: 1-I T-•e9 F) (f�-F) DUTr EDGES Tk-.WT T 2 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 1 » CALA G1tRA�]D 1136 7746 r VU CiANDG1 6tS3 435 '/ 24134-3 ? ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 3 31675 GLA CARRASCO 744 6573 x 4905 VIA GANDIA 7351 7351 ! 1 %4 CEDAR TIMM,- - MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE I N CONFORM- S 31655 CALA CARRASCO 7401 6017 i 41373 VIA GANDIA 9M 9677 PAR51DE 4 3101 GLA CARRASCO 7342 6392 4LI ASIS CORTE RLMOLA 067 7763 i. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ! 31615 GLA CARRASCO 401 "51 41 31495 CORTE RIMOLA 709 7W s 6 3LM Gu CARRASCO 6401 6121 42 31475 CORTE RIMOLA 7M=! 742! � _ 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEAAECULA ENG 1 NEER i NG 7 31375 CAU CARRASCO 401 beet As 3140 CORTE RIMOLA Dns df3DEPARTMENT, TELEPHONE (909) 694-641 1 AT LEAST 24 HOURS IN ADVANCE 3Lsss Gu CARRASCO 6331 6351 w $433 CORTE RIMOLA am 443 I>R4 CEDAI! t7lIM, REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS I NSPEC- 335 9 31Cwu CARRASCO T= 6W 45 31415 CORTE RIMOLA 6440 644e raR„DE TION MUST BE APPROVED PRIOR TO BUILDING PERMIT F I NAL INSPECTION FOR 4 31495 GLA CARRASCO 6411 6011 « 4395 CORTE RIMOLA 6133 611M n 31473 CA"CARRASCO SM am 47 31373 CORTE RIMOIA bill 6241 f •21~4 CEDAR MAIL-.,.. AIL•• EACH LOT. n 31453 CALA CARRASCO dD 61►29 • 3M CORTE RIMOLA 6516 6346 GRADE 13 31435 CARRASCO 1104 =4 0 31333 CORTE RIMOLA ISM 7001 ~ I U CARRASCO MAP 11 . CUT SLOPES EQUAL TO OR GREATER THAN S' IN VERT i CAL HEIGHT AND F 1 LL 14 31413 Gu CARRASCO On 6614 A 8315 CORTE RIMOLA 7017 see? s„ _ SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE 13 31395 GLA GRRwSaD MIs 6440 fl 3121tS CORTE RIMOLA 7130 ` � �� SCALE: I " = 200 ' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM >s 31371 a�lw CARRASCO 6733 6733 >Q SIM CORTE RIMOLA 963e ` r - .4X4•S' 04c MAXIMUM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 17 31333 Gu 7e0 CARRASCO 6as J331330 CORTE RIMOu 046 704117 1 ti 31331 GLA CARRASCO bf06 fa13 4 31370 CORTE RIMOLA 6f06 0906 i THE APPROVAL OF FINAL INSPECTION. 1! 31313 GLA CARRASCO 6106 64" 3s 313'90 CORTE RIMOLA 7325 7043 ! I"r - •12"• COIVCF4TE• - COLLAR n 31295 GLA CARRASCO On !tl 56 31430 CORTE RIMOLA 7530 73;91 sr I 12. DUST SHALL BE CONTROLLED BY WATER 1 NG OR OTHER APPROVED METHODS. n 31273 GLA CARRASCO 7310 TM 37 314M CORTE RIMOLA 6/90 0990 32 In=Gu CARRASCO CM s 31470 CORTE RIMOLA 7145 7143 �--r t L FM-FE R TC so= r"b, 13. F 1 N I SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTER i OR WALLS AT NOT a n3oo cAt1►GRRwsoo ass so 31490 CORTE RIMOLA 7292 7292 - 1 AALLLLEUJ000:RIVe LESS THAN 1/2w PER FOOT FOR A' M I N I MUM OF 3 FEET. 31 31330 GLA CARRASCO IM 7533 4 31570 CORTE RIMOLA M0 1130 1.6TAIN PER OEVVLOPERS n 31310 Gu CARRASCO 730 730 44 41150 VIA GANDIA 7s74 7679 oPTIOR 14. A REG 1 STERED CIVIL ENG 1 NEER OR L i CENSED LAND SURVEYOR SHALL 'St18M1 T as 31370 GLA CARRASCO 4112 6013 ba UM VLA GAND1A 6W 644 CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS v AM Gu CARRASCO 67E7 ov 4 40810 VIA CLAM IA 6043 6343 A 31410 Gu CARRASCO -460 "a a 49'10 VIA clAND1A btsl awl WOOD MNCE DEMIL ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL 39 31430 Gu CARRASCO 6729 673 a 43430 VIA GANDIA M 6341 N r. s. BE GIVEN. I F, AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 31 31411 Gu CARRASCO 7736 nu -w OM VIA GAMIA Tele 7091 PER/' MMD ppb. 'TNFSP ptA,M, I S REQUIRED, THE ACTUAL D 1 STANCE ABOVE THE ADJACENT GROUND SHALL BE x 31478 GLA CARRASCO RRASCO 7 7R! * MM VIA GANDIA 730 734! GIVEN. � x 31490 GLA CARRASCO 1009 S9>Dl 71 40990 VIA CLANDIA Me6 7031 33 31310 GLA CARRASCO RST! 1806 72 31640 CALA C ARRAS 10,327 7327 f S. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE UG x 22 CARRASCO as° 7M 73 3166'0 CAUCARRASCO UX7 7111 PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 33 4:913 VIA�M� 72u spa �� W/ 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- _ >< 02960 VIA cIANDIA 3878 78'16 � �� TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS CONSTRUCTION NOTES 6 QUANTITY ESTIMATE SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMBINA- FF � TIONS, 15 ' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE p pQ NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER ® r 8 U.P.C. CHAPTER IO.R. Z S I LOT GRADING (TO LOTS x IS C.Y./LOT) 1050 C.Y. M ® 2 1 16• ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR BENCH MARK o+T*a'l 3 INSTALL SEWER CLEANOUT TRAFFIC 80X,8ROOKS MODEL NO. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. COUNTY OF RIVERSIDE B.M. vaaAr.0 Ib. T-24-Qf J 6 R CONCRETE MODEL NO. V-2R OR EQUAL APPROVED 011 EMM►D 0 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Z I 112w BRASS DISC IN CONC. CYLINDER LOCATED nM THE f11TERSECTiON ! FRONT 51. THE APPL I CANT AND H 1 S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- o AIM RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD •� TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD NO MARGARITA ROAD,IN THE N.V. RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON CORDER OF THE INTERSECTION I ' E. OF A T' CHUINLINK FENCE, 21 ' 1 18' TYP I CAL OVERALL FOOTPRINT D I MENS I ONS REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINE N.T•S• TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. U) OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' V. OF MONUMENT. v ADJ. DATE: 9-13-82 ELEV. 1128.410 -0-94 R$F fwVISED sETON444e- t10utE / APPROVED BY; SHEET CMCM BASIS OF BEARINGS OUNER/DEVELOPERRobert Be'in, Witi'iam Prost & Associates LOT -M. CITY OF TEMECULA IqT THE BEAR I NGS SIM HEREON ARE BASED ON A FWTION OF THE CENTE X HOMES �, )°`• T� ro PROFESSIONAL ENGINEERS, PLANNERS � SURVEYORS � � 1 CENTERLINE of RANCHO CALIFORNIA ROAD AS aHollry ON TRACT 4351 LATHAM STREET, SUITE 100 WM 51/WE bac WIVE. WIU M. 11MCOU. MIrIMIA 20910 co c� TRACT NO . 24 1 34-2 `4 YAP NO. 20079-3 FILED IN BOOK ISO, PAGES 41 THROUGH 4692501 — YMOHO A. CASET R.C.E. 41880 N RIVERSIDE CA. 1�1 rNc 1�I sr�n,N � 1010. OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF (909) 781-4000f ta000 t R I NC I PAL ENG I NEER EXP. 3/31/96 7 6 R i VERS I DE COUNTY, CALIFORNIA BE I NG N T8'OT '05'v W REV BY: IL � i Exp.3-31-04 I TY OF TEMECU A PRECISE GRADING PLANS of - z CIV1\- �r DATE /17 4 ��` CALIF DATE BY DESCRIPTION !APP 'D DATE _ U MICHAEL A. �JLMAN R.C.E. 43690 R E V I S I O N S DATES Z7 LOTS i —59 . 63 73 J. N. 400602 I 1 f TRACT NO . 24134- 1 LOT PE 1219. 2 Ils.ol � a LOT 14 *o BOUNDARY 100. 64h Z3 a 75. 01 - TRACT %�• F� - r''•, a LOT TO _ T _ .cLA 2 4 rr o PE 1 244. 8 KK. T4. 25alw am ID - 3.05 W - 1 f� 23.8 23.8 ` ..Z9 T c tC 31. ch 52 ato $Z.( • SEE 1232. -G. q 223.5 PE 1223 . 8 LOT 35 %5 ET- � Pe !23 Z MIN F�., FF 1224 . 5 12' LOT 15 • 2 . ru S FF !2 33 8 0 �° S5. ti 2 ,tS 3 L B do 2� 4 ti LOT T I _ -3z- a�.G 73 23.e z?v , s2•ss ,��. Z ti PE 1244. 3 .! 72 F G o CSF �Z 1224.0 23 `I • 32.o FG LOT 16 r s -z .0 - �� A � B � r 92'20 `o Z1 Z\1 'C ' Rl3 is CAL nti f- R 2AZ �. 83• r 9 - tP C 105. 47 1 so s5 1\ � pfJ�`•C •B8 ti O oe 39. 07 s s. Z 59 A RRA s ,,� P F 42.7 2A� �0 QE�.t f:04 i N 43 7 �0 o q5 X17 ��• REMOVE RAGE r C• �� C .� 12 18. 74 0 LOT 9 �G I : v� �. R� V T. FG 60. 002'� G `r XIST.DRIVE APPFZOAGH `` ti 'N 19 Cch P E 1244. 4 4q SGB '� ' NCRoAC#MEAfr PMRfT AMM 3 GF !2q5 44. 7 _ \ do 4 FG 1 0 ry 4�•3 64.00 3 \~�~ ��A�'• 91 'Ly'4 29'AT I / 4. 8 8 GF 1244. 7 FL 43• FG,G '�• ,Laj• �'t► ,`• • ,L`O c - tiG 3. B C '9 FG •9 N' 5 ` 64.32 ZZ•0 r� Z�'� 3L 2R 4q. GF 12 UV 39.2 66. UO 5 � f.t, - \ _ X24 40.2 FG o 1 58. 27 y 63.36 C Gf w w PE 5. 5 FF .3 � F � - . a2 1244• a3.� G GF ti 124 S :1 `� F 8 PE ,2 45• 43 3 ,q 43.3 0. 4 !t C G•B. N e� �I f ZV.1 IZ .9� ��e G. o G 44. 5 4R F� FG 1 t`C� fG ,�, Q, '�• 4q.8 FG FG 3+ 5 rL I6 30. I GF 1226.3 26. 1 1 1 4q.5 F*(; d GF a Z, �` 5 • 8 1244 Z FG FF 40 X235. 7 GF 1230. 3 \2 , 1Z2 0 f•0' `�`- H-p Q Fc, M p 4q. + 1244 •�: C 2 � 2R Z FSC 222 ' 22.0 P ! A FG FG • 89. ..... E 243. 3 3R , , ZR 3s,s 0PE Z 30. 1 � � 2 .. ' FG FG FF ! 240 Q 10-• 4R 1 13 FF � 226 . 8 ' ZZ� •. 9A 000 60• oo _$ "�.0 43.3 PE / 9 1226 • 1 I F�" .. 1019 / c"gyp 240' 2 FF 23 za- PE F G Z �-Oo *, 4 3 s FF 1230 . 8 0 _ 1Z�g FG FG 5. 5 wq•b P E 1230 . ( A 26 �Z-t5.� o, F 40 3S F�.,N.p ,t 0 AO R,q C H.pT so o ri3s.2 CF. 00 .--,�'•g S F G F LOT 85 30. 1 30. 1 0 om PE 1220 . 0 �� ti ... g N e�. LOT TI N OPEN SPACE a?•ss � �" BOUNDARY LOT 70 TRACT NO . 24134- 1 OPEN SPACE -4I K3F LREVVED sETFft0kc4 APPROVED BY: CITY OF TEMECULA SHEET Robert Be'in, William Prost & Associates 4 LoT n. j4n�of SCALE 1 � = 20 ' ��� PROFESSIONAL ENGINEERS. PLANNERS a SURVEYORS � � TRACT N 0 . 24134 IF f - 2 t�reR s lN§U GM oR i VE. su in � M. A. M iro"u OrM AY- �d OO A. CASEY R.C.E. 4188 (m) PAX 1IW) M-rt.R t �.3030_� * CRS��I�r�EER EXP. 3/31/96 PRECISE GRADING � � KV BY, I N PLAN � CI v 1\• •r DATE 1 �? q �' cr CAS-\E DATE BY DESCRIPTION IAPP 'DJDATE MICHAEL A/JIYLMAN R43 ft. 090 R E V I S 1 0 N S DATE: dZ-Yfdy Y LOTS 1 -8r 72r 73 J . N. 400602 �t .. (\j V) LOT 40 LOT 41 PE 1244. 4 LOT 42 PE 1243 . 6 PE 1243 . 0 LOT 38 LOT 43 P PE 1242 . 3 E 1246 . 0 IT-62 - LOT 44 83.69 PE 1241 . 6 15.73 h o 62.26 ,T .\• LOT 37 00 LOT 45 53'81 `` N �`� "• • ' PE 1245 . 4 PE 1240 . 9 ME ` 22 3� 1 1.1 w 42.0 •�,� �., G 42.0 I/• / '� a > ly 41 -'� G 42.S 42.s 4 ' FG .v `D al ,a PE 1242 . 0 F n4?-7 f�. 100 FF 1242 . 7 T t3 k N /...•F 4\ • 4 PE 1242. 5 FG ° a'o \ A°•9 P E 12 42 • v` vt FF 12 43 . 2 '3•o 12 c •� p \ o c F F � 8 t 2LOT 36 �2Q0 ' � ZQ� •6 = � A a1 ,4 .��G.�. 42.0 CgD FG FG 42.s sl.s - h PE 1245 . 4 g5 F9 O�B4 G4, GF 1242.2 fr,. '0 C A� No . T GF 1242. 7 , G.g X FG 43. o� a 1241 •6 41 .4 42. 5 N 40. FG FG 9 1 8 41 .4 L. N NAG 41.3 /2 • 7 w 4 ' LOT 28 °E 9 , N r- .1 21 s7.21 's � 4 W y 0 2 .\. a $a PE 1240 . 4 �Fo o �D � 5 w � � s Tw21 � titi hoc ° :s 8 5 �i6 2 6 �-•� � h � s 4 •S B o 0 43 7 /243.9 � G F _ �,� '� q' o• ,gyp°•Q• 1 I 1 ry•f. ,G. o FG o' S'� •2 ti .4,%,'� • ° 01 ti LOT 35 y N 2 _ CARRASCO `���. �5. ,a PE 1244. 9 ► dP b s 6 4. S� ? �O \\ as ci �,�•G• b� CD (J �y ,; 7 to 82.62 2. 62 hID 41.9 ao u • F* 24\ ,9 4?. 8 /2 � •t,.L9 $2• A rC 43. 4 1 A2 \� G• 'I0 W � � d ,o 3 p 243 r o 45 SCALE _ '" A 242 6 \• 4/ a • os 2 0 ,L N ti 2 A2• FG • $1 -� 25 \g. ��ti - ° ��• \ LOT 13 FF �\2a\ ' 1 4 is FG2 P \2��. ' 43.1 PE 1240 . 8 P F° 1 c. t223 �� �� FF'Cm D, \ � � +h f.' \ Al • b '�:k ,2 � � 44. 4 1 244. \\ \ \ Al j�1- o U /243. 2 \242.15 v 4�3 FG GF I 6 1237.35 \\ N1r--,�1� ,w •� o �'' t3 G '1 G 44. 4 T. \ o � C pb \\ a o} 51 .1�� S1�37 c � c �4?.q • \ N A \\ g amer a HP. �� 15 dop LOT 8 \\ o p"' \ s'` �h �z��. ,� c PE 1244. 8 GoGo • \ v sD U N •�, FF 1245. 1 1 ID PE 244. 4 \ N OPEN SPACE FG roti TRACT NO. 24134 ' ,44. 4 FG 12 `�• 10 20 M, 12 44. 4 hti h'y 6 4 0 h ti M V N F' APPROVED 8Y: lb Robert Beir�., iltittiam Frost & ABsoctiate8 / CITY OF TEMECULA SHEET T� �, 3 PROFESSIONAL ENGINEERS. PLANNERS i SURVEYORS � - terse slMX WX Mrrc. SUM M, UNMU ►, MWOMIA s14 1 TRACT N 0 . 24134- 2 � _ � � YYONO h tsar M-em ��� sa�rt�s 11D. A. CASEY R.C.E. 418M 43090 RINCIPAL ENGINEER EXP. 3/31/96 �'3_31 C I n OF TEMECULA PRECISE GRA of � DING PLAN RE 1 E11ED sr: � / CIVI\- �r \ DATE: 7�` �, CPL\i DATE BY DESCRIPTION APP 'D DATE \ MICHAEL A. LMAN R.C.E. 4,3690 R E V I S I O N S DATES / ZLOTS 9- 12 & 29-34 -- - _ -- ._.--- - J . N. 400602 V) LOT 51 PE 1237 . 8 LOT 46 LOT 47 PE 1240 . 2 LOT 45 PE 1239. 6 PE 1240. 9 LOT 50 LOT 48 PE 1238 . 0 PE 1239. 0 LOT 49 c- PE 1238. 3 ,34 19.51 8 c p 55 64.8 Cr o G • *1 0 FL He 40.4 '9s 8 2`34 • , �'�4 6$•s�'� 39.9 / 40.4 F G /}, om G o , ���� ,� pE 1239 • PE 12 / 48. 11 o Fc \•�. 1240 .G F F 12 41 . 1 �. c , ��2 F F / 4•s T 3s s oo �� 39•� 2 S 10 LOT 29 s F 23 c . 2 /235. G Q 2L PE 1240. 9 w v1 8 40.4 QD .8 F O FF , g 27 - FG • 37, �� ._ 3g. 1/• 8 5; FG GF 1240-6 23 /O* C2� P 38.8 N►- 9.3 f_ C". � 124p• 1 8 6 �4 �.,3 4.1 f-F r237, 0 p' � fG1 39'9 aJg4 N o 33 3q / l 23 7 38 . 8 R - �d. F LxG � .�3 G / � 0 239 . 5 = O +� FL,�- - _ o 48 1a4 N n� �.� F 1 o N _ 5T.21 RAv ti .G � 57.21 LOT 76 �' w 29• to a 3R 2 5 9 \7. •� 1r / o� 37 8 ?. n 3� d OPEN SPACE �° 32 3 �/ • 0 1 6 F FL')&. ,3 os s�''_ F - N I I ? S FG 6 -& SS ¢. 2e �4 21- 38.8 F G 21 ' (0 ro m A�L0 4� 35 7 v G F G � f`� 0•V• �'L�� �' � ry° �2 •o N a PL o GF 237 N 1 ' 1238• s 32 r 'J lLd`1 40 13 N 'J FGA, No 2\•2\ o� ry'� 10Cj W 1co "� a 15.56 3° 8 • lv F.L. No ` . G. 4/ '�' W CIO 125 G- S N 12• b4 • 1 GYJ �\ ;t t • v. 3i 82.62 d°� S \ZZ •G. ° " ` T C•`3J 5 65.27 x ao •3� 1 .5' N N /� FGR 8 R.L 3 ? 'LfO d� \ f `9 \23\ s ti •c1• RRASCO •�. *p c,• A.6 6 GF /2 I ° p0 S •G• 231 •g5 ` '`• CA FG G F 33. E •eo "'s 1 -G. - CALA - 3 A3 ilo �o ff� �o.e GF 1241 . 0 B S' b h1 5 a, A g,8 3 C 4 -32 C # � 38 \Z33 G, zo-\ '.� �'L�G 2 S 1240.0 FF / t. 9 3 S� 2 5.0 5 \ ao r e 39 --� f�f /23q G �.G GF 33 � / .5• 9.32 � ZIP 13 �G- F� /233 • 2 3 FG /233• Irv- 53. = 40.1 9 0 . 5 3•S o e • � ti 53.G a x. 21 35 0 1l .3 •� PE 1240, 8 �. LOT 12 FG 20 �.G ; o s¢.6 56 F es' '� 0 15 11 P E 1241 . 7 3 .�• G - Ft. o G 1 o F G 3 3 .G. e• o f FG '1a FG 3, 3.5 GF 4. FG Q N ' 3g.3 1 F(� 40.8 40. 234. 1 l S5.g 9 37G 3 10 6 238.5 a 39 G4L. 1240 .5 124o.5 8 Cb F.Cr F/. 34. os ; GF F - / /9 GF1236, 3 ( 1237 .5 38G3 L Io •. pE 23q e Q GF _ eo. P /233, j 1 ti s5o 1 FL• � - •� � 3��- • � F �• 37 .3 c F,� 50.60 4 0 4 /�E '3S• 10 3L F G 39- • /2`34. 7 C 39. 1 N `� o T ?° Fr, p E 1239 ' 0 -'►. lD 'rs / 34. F FF r 2 X x pp 123$ . 0 pE 1238 . 3 34.� r PE 12 :36. 8 PE 1237 . 3 F G ,H r • r :1 FG 38.3 p` 60•\� � 1� r FG FG 1 3 N $1 '�1�. OP 36. 1 FG 37 '3 1 3a�° ._� LOT 83 r o 4ft >z3 3s� I 37.3 F�1°p 1 �-� txdo OPEN SPACE LOT 83 •! ' H. - - ,� N 1 �.,y e9• ,• TRACT N0. 24 134 75IIIIIe. 15 1 0 T4 21 1 /'�� OPEN SPACE TRACT 1 - TRACT NO. 24134 SCALE 1 " = 20 ' APPROVED BY: CITY OF TEMECULA SHEET Robert Beira, William Frost & Associates ���°� 4 PROFESSIONAL ENGINEERS, PLANNERS L SURVEYORS - TRACT N 0 . 24134- 2 >efres a111fE oal DRIVE. SUITE 390, tocau►. txlraa/A SIM _ YIvIOND A. CASEY R.C.E. mWO lfn1 fro-11042 rp ism ST -7240 43MRINCIPAL ENGINEER EXP. 3/31/96 REv * rV.3-31-vs • C I TY OF RWCULA PRECISE GRADING PLAN of • cl v 1\. DATEe OF CA1.1� DATE BY DESCRIPTION APP 'D DATE M I CHAEL A. T MAN R.C.E. 4 90 R E V I S 1 0 N S DATE: z� �� LOTS 1 3 - 28 ° J . N. 400602 wr7�r � L 0 T 2 LOT I 001 // 1/d// / �I �% � PE 1219. 2 / LOT 3 PE 1218 . 4 -7\ \\ LOT 4 PE 1217. 8 /ti 7 0 LOT 5 PE 12 I T. 2 / ^/ ,6.// SCALE 1 " = 20 ' ,% P 1216. 5 68 52. 49 4.89 LOT 6 1 LOT 7 PE 1216. 2 67 .69an G 45.p o 32.67 S PE 1216. 0 6°. 22 -- 4 27. as - 101111111111111111111111111111000- 38. 10 o RS 1249.SP _ G 1245.2 37 34 cr\8 _ *► h -t� 45g N G 1246•V ,'n c G Ft_. µ.P 1% v c L., H: ,F ' 45.3 29.66 RG 12145.5 - F L., N _ N. ¢4.� G �9 o P, 0 45.8 F I..,N ,� 45.8 Id 45.8 45.8 S 45.5 v 8 I244.G 4 •oA a - 1/' FG 6, pE 45. 300 "-� _�•, N.p 2 g3 ,000�6° 45.8 r _F 246 • 44.8 F- 4./ \2336. 45.8 1245 . 8 PE 1245 . 8 PE 1245 . • 0 14.5 44.3 -..f� - �.- - P E F 12 46 . 5 F F 12 46 • 14t G "'"� A, 1234.20 �,. �`' � 1245 . 8 FF 1246 ' S F 3R PE 244. 8 m 44. t '° ti /�// \< 44� 12 46 . 5 _ 245 \\ Pt_ F F 10 + 4R �`; �` 45.3 :� . 5 \ G 65 3t_ 10" p� ` FGFF /( / �' O ) t e G 2 45.5 �3 24S ti h/ rV/, / G a P/ w/ /\ L�`/4/ /s 1 - 45.8 45.8 67 Z F G •Z 2 n; O / � 'h/ 2R /(y r o, "� A i 6 6 y� F G .Z - Gr12 45.7 Gr r 245,5 •3 q _p V GF 1246. 6 .2 �'� �l..�G GF 1246.0 6. 5 45 45. 6 6 GF 245.0 44.A : \- \ FG 4Q.5 FG 1/ \ \ 01 4v \\ \\ FG 5.8 GF 1246.0 45.6 F f r \�\\ C> '6 FG I � Cs•b. No ! a r'L •� os _ G� �: FG s .� B. N o N 34. 17 55. ' _ rn 441+ N 2,61 5 r0 nr / 4.S / F 3 60.00 0 ^1 43. 9 43.3 00 \ '�i 21 .92 2 .58 N 5. 46 17.87 2T.02 3 ss. F5 -SGB Q o� to ��y G v Ir g\ ' LOT 5 18 2 CIO VIA G A N� I ►T 4'` tib'�• ti>���.r• N .1,�. 16 A 16.34 85.69 S' ' � o 48.53 o � F 5 O '\• ry Fj► 60. 0 0 0 44 3 arc N X243.0$ 7.6s C - N Fc 40 44.g fc.., P ?� °• /3 `Z•c LOT 6 t •G. 5 J 44 q o C„ Com• cv - � 1 d ti 43 FG 45. 1 i FG 4 f\� Q' 6�` Fes.► N 6 a.lt/ 1243.40 �A• FG 45.8 GF 1245.6 44 V .6 1 45. 4 GF � FG ti ?s 4/ 1245. 6 44.5 '2S T .C 415GF 12 46.2 �j F G g GF ��1/ 2C 24 c LY GF 1246.2 4y p A 37 45.4 1 k � 5 437 FG , .3 FG 38 G i X FIL &� ' 4g0 46.0 39 Qj 46.0 4R F 36 3$ F6 ZAZG 44. 10St_ :� 11 P f l 2 46. l o /° \h FF 12 46. 1 2 O G e• E 1 245 . 4 45. 4 A ry� X00 12 46 . 7 FF 1246 . 0 10 45 4 x � 0 A /o FF 1246 . 7 PE FG 4 45. 4 �� 1,2 2''2� LOT 7 s 12 46 0 F G 45. 4 _ o /24,5 •.� I'f 12 PE • FG 46.0 46.0 1121 �� g f�. ' G 44. 9 / ?AA- DAv FG _ FGo i% ��..,NP \ - g * 44. 9 ` � •G' *„ 46.0 Q 1� 46. N 53.82 �. ti MA b FG ' 0 Q 4 tZ45 C ` �2 Cl 44. 9IL Q 1245.E � \ Vit_., H.P. G. � 9 43' s rn 4 1242.44 T.C. ~ //� �L'� / >� LOT 34 LOT 8 i /►� / /p) �PPE 1243 . 7 LOT 33 Q C.0 / // / // PE 1243. 0 LOT 9 i LJ ~ APPROVED BY: CITY OF TSHEET C) Robert Bean, Witi'iam Frost & Associates Q A A- C► C) M Ag�� ce"�ms PROFESSIONAL ENGINEERS. PLANNERS i SURVEYORS \' � T � 5 .,NU QW WIVE. SUM U0, ,MCJL,►, CXIF . ,A .r.o TRACT N 0 . 24134- 2 - AYI�IOPD A. CASEY R.C.E. 41880 uosr rrs-eoa FAX Wftr afn4o 43M R I NC I PAL ENG I PEER EXP. 3/31/96 RE1I r EwCD Byl /),rl M.3-31-'° � PRECISE SE GRADING PLAN � Cr V 1�. `r CITY OF TEIECI�A OF CATER 7� AA I CHAEL A. MAN R.C.E. 1 43 90 OF CAO DATE BY DESCRIPTION APP 'D DATE R E V i S 1 0 N S DATE: i LOTS 35-39 & 65- 7 1 - _ J . N. 400602 1 P � a a LOT T5 OPEN SPACE N PA P� V• 65.64 1, g 65.T2 65. 77' SCALE I " = 20 : TRACT 24134- 1 65.41 �'V !� N ^_' 0 80.08 Fo, - N \ _ 65 3T MODEL SITE 9• LOT T 6T ,, 1242.5 �3_e �3_e LOTS 60-62 Q - ego 12, ss PE 1216 . 0 T1 . � ------ , �,. T � - 4 1. - - - - - - - - -� a• �,� 43. 2 43.2 1 I IPE 1243_8) ,1.8 44. •0 �i wo... 1N �IZAA ki- 6 1•/• F G I I rF F 1 2 4 4_5 I I 4- L -a F m .+ 41 • 42. 1 1242 . 7 - -- I I 44. 4 1 _ -_ _ _ F� � • F E _ -_ - -j -� I ► __ - � I s o �o sti v. 41 .6 42, 1 FF 1243 . 4X PE 1 243 . 2 11 4LL, i i II PE = - _ �i1 11 IPE -- p °s I I _ 11 L _I 244. _ _ 244• 1 f �► ��► �.• ,t F F 12 43 . 9 1 I ` /-- - I r t 11 IFF 1245_41 I 11 r F_I - - SJ I I FF I - . 11 -9 E 1241 • 6 PE 12 42 . 8 ;a; 43.t --- 9 -J I - 11 I I - I �2q O ti C' P 3 12 _ 3` 6r 59 G I1 � 1 - ��- - - � - r II II 1� 12r S, � FF 1242 • �F � G 2.T FI-.: �� I I �60� � �'--�- -�� \ -==t `6 i I I I I 1 �5�, _�_!I Io IZ, 57 4 F c az. 2R - i I I I �t3_eJ - 11 I _ 1 -1__ _1 L ,e, I I f� *R c .= 58 L. a .2 I I 1 i 1 Fc �jI L2R I1 - � - -_� �s.0 LOT 6 c •_ 0 4�. 2 I I !4_4\ I ► - a I I - 1' I ��: +, 6 6 �GFI2�4.o� I FG I� \�J I I 16? I I FGa 1 G �� ,A s,� � PE 1216 . 5 FG • f- 21- 42 1 GF 1243.4 I F- F G F G Gf 1242.9 0 1 43.8 1 11 ` GF 121,.Q i III 63 e t 4 \5" 56 41.1 :6 Fes. FG I i 1 =r PAUBA ROAD LOT 75 OPEN SPACE LOT 74 OPEN SPACE 26.62 _ 60.05 ` 60.05 ^ _ 64.9T \� G �y 9 00 4V . b 0 y� 71 - 67 A N N N Q 0 ~ I 4 ♦' L, ,n �, G• ti 65. 37 \ ` *, _ . . v ,y4. - • 1y, eo - /� 40. 1 40. 1 N U u j 39. 1 39 I 41 .6 _ 39.T 39.7 ( FG ' - - Q - _ 4-i•6 c,� i. 12'x. - - rr Q- .,N.P PE 1240 1 - - ��Q 's 38.4 38. a PE 1239 . I FF 1240 . 8 1� 1 LPE 12q'I: F PE 1239 . 7 - 61 11 Q FF 1239 . 8 FF 1240 . 4 I1 IFF 1242. 1 I I SCALE I " = 20 ' x _ - PE 1238 . 4 - r I I �O n' 3 9 . 1 e 1 25 25 1 'L� I i FF 12 3L I I I2 14 _ l0 11 C � I M-4 :_ A ; I 6 6 I _ 1 i t G 39. 1 55 FL. L` 1 1- -- - -►i 39.T � 40. 1 r- V73 L.,G.B 2R O s 4 F p FG 3 FG 1 41 . 6 I L56J I e .2 •3 � 3 F I 38.4 ' GF 1240.3 FG GF 1238.6 GF 1239.3 GF 1239.9 g •�'�9 G I I I I I 6 5 �. 8 \ 1 AGF 1241 .8 I I 39. 1 39.4 - - 38.2 F G 1 FG FG 0 c _ 1A 1 1.67! i' g-T•4 q0 1 _ 3s,•b o o I or) N jrl.,�7 F.L. G7.�- p 9 h o u� �.C�.e. N =G 8 N N� , ' , ,L • e�0 d' FG i N /'C') N V 40 \7� G• / - 1 •�9 �� 44.4T N N 60.00 6'0.00 ° 47. 79 sO' Q'� A '�.� �► 5 1 Q 5 P s��l0 ♦ ,t'L Cb IN P ��• ��1•`. 1 V V• ti� V• sj�G• �g a� O VV 1. 42. CORTE R I MOLA _ _ ��• • 1 k �i88 "'r/\ 35.T•93 _ ��� C• �� . 1\03 �g9 C) C. 12' aL _ o 'L�p•Gati' 9. 37. o - 3q.i �q, ��� G• �, / F5• S. F5. O O v N S (0 v 5 5 g � 50.91 55.34 5.31 66.31cc IA• 9. A% '< 1V 12 36. 12 ti�: g 35.45 in 66. 31 R� • p 3b 1 X9.1 - ( c 3/ T. C. 1 Al N N C�B'N N FGb% . 66.31 7/ 119.9 Q� `'`�� •8o S ,�+'� s/ d:\e� ,b3 GF 1239. 8 124 I . I __ r - 3 GF 1 240. a FG ` GF 2Z.-8 I I I - -3I I Q�� �� �,q �Or. 6 -pip 3e S �'g. \9 a v 40. FG I O ,off Z ' 1 '1'9 = s A a" 45 I I I FG 40.9 o, �., . 47 - 2R a _ III I ,`�o / �� •, c�, 33. 95 0' �+ sei 1 39.6 T 1441FG- ,` `tl � • S � / g7.3 � 17 -��:5 -_ ._ - 10! . C 46 :� 4L Fes_ - I 8 0 �� GF 1239. 2 FG 8 3L - 404 rA \ 1 '6 mo �1. 'c' N FG \ I 39.0 = t<• I I Ah �5 h �q 38. ► 6' . -5 D f3R7 FF 1240 . 9 I I - �-1 ti � c FF 1 1241 . 6 II I ��6. s •e S 57.16,1 GF I238. 5 x FF 1240 . 3 PE 1240 . 2 PE 1240, g ii FF �--- - I I �` 0 F.t_. 3b.9 48 PE 1239. 6 F G F G I I L - - 242_3 I 11 o FG 49 2 .O `' 40. 2 40. 2 IIs FG I 1 IPE 124 I _6_1 �I 1 J�dB B/• / 'd ♦ 38.3 FF 1239 . 7 - FG FG 1`lt 40. 9 FG I 1 - - - - - J 40. 9 C -�s- - - - - 9 o �'�'�� est A PE 1239 . 0 39.6 39.6 o 839.9 w - - _ J� � co �., N...� •, ... 41 .6 41 .6 30.0 F G F G _ PL., H. (v • P6- /Z3 .� 39.0 39.0 `4 .0 o � 60. 13 LOT 22 FF 1 . ��. 60.09 55.34 •51 a rn PE 123R - 3 123e-� 58.20 � PE 1233 . 7 a e,• ,►, F�, $ 64.88 75.05 to 5 ,32 ten, _ 0 5 FG FG o 2. 37 - co 38.3 38. 3 g4 Al v rz C•O 0 S S8•e4 m ov t% Fl.., H•P. �* �' 6$•53 •8/ LOT 23 °S G \A- PE 1234 . 5 �•s� �� 4e• , 1 48- 1 % LOT 2 8 LOT 27 LOT 29 PE 1240. 4 PE 1240. 9 PEI 27 s2•?s LOT 26 LOT 30 LOT 24 PE 1241 . 4 PE 1237 . 0 PE 1239 . 3 LOT 31 LOT 25 PE 1242 . 0 PE 1238 . 8 APPROVED BY: CITY OF TEMECULA SHEET Robert Be1n ,W1111om Frost & Associates 7 PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS - TRACT N 0 . 24134- 2 UP se SINKE opt DRIVE. eu i TE tea, TD[dtn, CAL WO IA 92M � - � RATM A. CASEY R.C.E. 41= ua� sre••eo�: r nay ere-nye 4300PR I NC I PAL ENG I PEER EXP. 3/31/967 „E„ _ _ *,� �3-3w CITY of RWMA PRECISE GRADING PLANS of Ivl DATE ��' V ,- DATE BY DESCRIPTION APP 'D DATE MICHAEL A. T AN R.C.E. 43690OF R E V I S 1 0 N' S DATE:-Z'AlAy LOTS 45 - 55 J . N. 400602