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HomeMy WebLinkAboutLot 85-131 - PreciseGrading LEGEND PAD ELEV. -0.3' IN. ,p TOP OF CURB 0000.00 B EL SOL T.C. PALOMA FLOW LINE F.L. 1 / HIGH POINT H.P. P Is' rfp. is' TV. r, PAUBA VIA RAMI 4 FINISHED FLOOR FF 0000.0 u3mm C C acm III D _ FINISHED SURFACE F.S. am � reCl MOiEDI IOTEDI LINEAR FEET L.F. t i = PRECISE GRADING PLAN TOP OF GRATE T.G. x i a x TRACT NO . 241331 GARAGE FLOOR GF 0000.0 PAD ELEVATION PE 0000.0 INVERT INV W. 0000.0 AIR RELEASE VALVE -O-O� I n M TER METER ❑ __ (N.T.S.TYPICAL SIDE Y RD DRAINAGE To SAN o[Ego WATER 19LOWIOFF p.: 0 ) PROJECT 8fTE FIRE HYDRANT xy DRIVEWAY VICINITYGAAP STREET TO SCALE LIGHT MATER SERVICE \ SEWER SERVICE S TRACT NO. 4133-3 SLOPE i 1 GRADING NOTES EXTRA DEPTH FOOTING r7'T-T'T�l t tie ,� 1 12 i . ALL GRADING SHALL CONFORM TO THE t1p1FOR1M �ILb fllG CODE. Cf�TER TO, TRACT NO. i23 fz �� t� AS AMENDED BY ORD 1 MANCE 457. FMWHEEL CHAIR RAMP 24133-2 t34 0 t2 133 2. MINIMUM BUILDING PAD AND DRA I NAGE SKALE SLOPE VML X a It. tis Its Sg ago 137 3. MAXIMUM CUT OR FILL SLOPES a, 2: 1. PROVIDE S' WIDE BY 1 ' NIGH BERM OR ECUIVALENT ALONG THE TOP OF ALL BETA 1 N I NG WALL X10 tt tt 1t 1t1 9 - 1 ,• 9 FILL SLOPES OVER S' HIGH. CONSTRUCTION NOTE J`P�0► tb, `��4 - 1 t2 » 1� 1 �O < 140 X 12" MIN. ABOVE PAD ELEV. J6 82 Z S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT S4 �++ 141 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY AREA DRAIN SYSTEM CATCH BASIN t63 �42 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 24 � 95t 80 OVER I DEEP. 51 LOT NUMBER ROUND OFF TOP 145 144 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO CITY OF TEMECULA 23 23 32 1!9 78 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH INDICATES MODELS ?2 34 ,� t� 58 77 t4s GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR To 26 31 t 6 toe ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE. UNIT TYPE 4 220 ?7 33 467 v 6 BO X76 147 �_ GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. B 19 TRACT 7 24133-F T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG IND 1 CATES ELEVATIONTRACT NO. 63 72 1w TOP OF CUT SLOPE. SECTION 8 8 (N.T S. ) 24135-2 '.Ci /8 G 40 64 71 /so B. F I NAL COMPACTION REPORT WILL BE REQU I REO FOR ALL F 1 LLS GREATER THAN INDICATES AMOUNT OF O FOR REAR YARD SLOPES GREATER 17 6 4t 65 7D .p 1st OPE FOOT. EXTRA DEPTH FOOT i NG THAN S IN VERT I CAL HEIGHT iS 413 7E 66 teo 152 O. ALL GRADING SHALL BE DONE IN CONFORMANCE N I TH RECOM1i1rENDAT I ONS OF 211 67 a 156 THE PRELIMINARY SOILS INVESTIGATION �BY: THIS LOT REQU I RES A BACKWATER VALVE 10 9 AL E is 154 Q CONVERSE CONSULTANTS DATED: M /IIIII7 / _ PER SECT. 409 OF U.P.C. PER AP_PROV�O — S' MIN. P. S' MIN. 8 WATER AND SEWER PLANS. (NONE REQUIRED)Q 6" MIN. MIN. 7 6 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 3' MIN. I ' I ' MIN. 5157 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MUDSILL MIN. MIN. DSILL td2 4 3 R 1 t51 les MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. R '•• 'a ►� •• ' �'4y. in 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING :i DEPARTMENT. TELEPHONE (909) 694-16411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 12" MIN. _ TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 2% M N. .:.----- EACH LOT. 2% MIN. 2: I MAX. 6• nP. 21% AX. TRACT NO. 11. CUT SLOPES EQUAL TO OR GREATER THAN S IN VERTICAL HEIGHT AND FILL 21% MAX. 24136-1 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE SECTION C • C � MAP PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 'So �l (N.T.S. ) THE APPROVAL OF FINAL INSPECTION. 2q.Gis o SCALE: 1 " = 200 ' 12. DUST SHALL BE CONTROLLED BY MATER I NG OR OTHER APPROVED METHODS. S' MIN. P/L 101 ® 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 3' MIN. I ' Ifl® LESS THAN 1/4" PER FOOT FOR A MINIMUM of 3 FEET. MUDSILL MIN. so, MIN. 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAPD SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL •'• �a BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE •� OVERALL MODEL DIMENSIONS IS REQUIRED, THE ACTUAL D I STANCE ABOVE THE ADJACENT GROUND SHALL BE s• GIVEN. 2% MIN. 211 MAX. 21% MAX. tN.T.�) 13. EROSION CONTROLt ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANOVER SECTION D • D 15' INAVERTICAL HEIGHT, I120 ON CENTERSON ADDITIONOTHERPED TOVGROUNDOUND COVER, SHCOVERALLOBESPLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS (N.T.S. ) SHEET INDEX CONSTRUCTION NOTES 6 QUANTITY ESTIMATE SHALL BE PLANTED AT 10' ON CENTERS, TREES. 20' ON CENTER, COMBINA- TIONS, IS' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE • 2. LOTS 100-114 NO. ITEM QUANTITY UNIT PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER VOID & 1 LOT GRADING (47 LOTS x IS C.Y./LOT) TOS C.Y. U.P.C. CHAPTER IO.R. Z 4. LOTS 91-99, 115-121 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PR 1 OR J BENCH MAR S. LOTS 85-90, COMMENCEMENT OF ANY CONSTRUCT ION/GRAD I NG. °- _ COMM OF R I VERS I DE B.M. NO. T-29-81 IT. APPROVAL OF THESE PLANS BY THE C 1 TY OR ITS AGENTS DOES NOT REL 1 EVE 2 1 1/2' BRASS DISC IN COW. CYL INOER LOCATED FROM THE INTERSECTION OF FRONT ST. THE APPL I CANT AND H i S ENG 1 NEER FROM THE RESPONS I B 1 L I TY FOR THE COR- o Me RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD RECTION OF ERRORS OR OMI SS I ONS DISCOVERED DURING CONSTRUCTION. UPON TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.I N THE N.W. T•`PRIVATE ENGINEER SIONING ��rLAtrs RESPONSIBLE PM A�N6 THE ACCURACY L7 WI ER OF THE INTERSECTION I ' E. OF A T' CHAINLINK FENCE, 21 ' 1 16' AKH ACCEPTABLITY OF THE DESIGN HEREON• OilTHE EVENT OF DISCREPANCIES ARISING AFTER REQUEST, THE APPROPR I ATE PLAN REV 1 S 1 ONS SHALL BE PROMPTLY SUBM 1 TTED AROUND S0. CALIF. CAS VALVES. 40' N. OF P.P. (NO._) 94' N. OF THE CENTERL INE CITY APPROVAL OR DURING CONSTRUCTI ik PRIVATE ENGINEER SHALL BE RESPONSIBLE TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. w FOp DETERMINING ON ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY OF RANCHO CAL IFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MON1KN'T. TNI: CITY U ADJ. DATE: 9-13-82 ELEV. 1128.410 W oc CL BBF ADDED SHEETN0.4 BEV/SED APPROVED BY: SHEET BASIS OF BEARINGS OWNER/DEVEI-0_ Robert Be'irl., Wittzam Prost & Associates F6VrFe/N)!Y A6RAD/NG Z.orS9/-99 CITY OF TEMECULA c//5-/2/ ADDED 0ACAWATEE VALVE M THE BEAR I NGS S M HEREON ARE BASED ON A PORTION OF THE MESA HOMES PROFESSIONAL ENGINEERS. PLANNERS i SURVEYORS A. Tj" NOTE , ADDED NILS EN6/NEEJe — CENTERL I NE OF BUTTERF I ELD STAGE ROAD AS SHORN ON PARCEL 29765 SINGLE ODR. SU 1 TE 100lowy >� •11M[ Opt oRiR. III M. ,��. COL IVO ItA . � � LE�'END I TRACT N O . 24133- 1 N MAP NO. 23432 F ILED IN 8001( 159, PAGES 38 THROUGH 61 OF TEMECULA. CALIFORNIA IFO92590 _ ADDED SHEET AV.s,"v/SED FxrPPA(13 '1'1 0 A. GSEY R.C.E. 41880 - —Y--�- PARCEL YAPS IN THE �FICE OF THE COUNTY RECORDER OF 1�1 uon ��M 48M /ly .QBF it Ct4DiNS Lora AS-_V t 122.131 MA.5f N R I NC I PAL ENG I NEER EXP. 3/31/98 � • RIVERSIDE COIMTY, CALIFORNIA BE I NG N 04025'05" W * EV.3-31-Ws ' R PRECISE GRADING PLANS or 1�I�p � ii/Z4/Zf �PBF v/SED FDD T XPi L T/23 1 (n � �� � CIV 1�- �r H- DATE: ��`4r �`E DATE By DESCRIPTION APP 'D DATE \ U MICHAEL A. aCMAN R.C.E. oao 1 — R E V I S I ONS DATE: LOTS 85 131 J.N. 400493 �9.2 fG '�°'- :�ti a '• ��°� ;I, OPEN SPACE ! f TRACT NO. 24133-1 jjjl FG .8 8\ •� EE � neo• f- f � . ti 3g• 3I • '� ; g s4Z g /1e23. 1 b-3g- o ���'1 _• QE, °% 6 1`�SCALE : 1 20 ;s lb 1 . - *. 1 . I O . 0 0 g 6 81 .8 - \ E \ $ h 1 85 'gid�P 8 �.----- /,, � g2' e� •° 9` G \\ � � o _ 84.2 84. 2 • 83 4' FF 1183.3 5 F `\ o D 3 d '� 82.6 - • � X82• PE 11ff 1 \ 6 FF 1184. 9 1 FG 83. 4 i. PE f 1 or 1 J2 P\ G \ FF 118 PE 1184. 2 eI I S 6.E' 'D "' rr • I /85. 0 �� 1 r FF 1 184. I 82.0 IISG D \� fl, PE 1 183. 4 GF 1182.8 GF11 f�,�' eo a �• F o s 88.4 rral 13 GF/ I 03 F6. w Ft 7 f G % 85- e o bw w I/d7 dI p l .2 F 1 1841 g1e F�' 'h° � � ii F.t-G.Q . � GF 1183.6 • � I � 6 �L��o aff?3I f ° �o iso .�-,Q I I .2 I I -�., .e. I G� 5'Z•� -� o'� J 118& 3$ ryp c- 6 8Z 3 c p B4.Z 89.2 /3/'f O e �t� ins -s• � //d.�2 N //AZ.J v ; 52- 1 • . - �i p, �I� a S2 Q q v t . ,�� `A• a s ti IlgS 4 a fs52.8 s2.84 A NO ,� ro 3 b S bo. 5. h o o 0 3 A O o i 2 11�G 5 8 ' S �`. vO� \\0 e .a- A� f f" � �• 1��G �o of -� `% s S. 1 L• 1`bZG \51 \e0`. 15 �L o2 � '� c Q�' •�' - CAL L E/21 '�' •, _ o- 1 F� / /89 \ A / car ``w• •`' �� � �'ss • 0 9.0 /'G• •r � �`',r` ,/88 �" 6• ,,.G • ti 00 40• S 3 p � ,�b,��• ��e ��' h ' 40.02 s F`.6 �_ = Q� \��� �y ��� 68 9 � �• /; � pis*7 . t1 k � - �Z 'S j0• �' .n W` .� � E G < d FFG •� 8t �,s• 40. 02 5 \• �• S 40. =02 '06 _ �'. 6 4o c�• • - G 0 0 - • J? ` 'ti 'L► F ' ,r • \ / �c �' - 40. 02 S 40.02 00 f g9 a1♦ 'o 40.02Zew - //1/s s� •6 f G• 02 1 a "� b •B s, r m ao �° t• f 1 8t �p. .� OO• -y• / 2 / G /0d3 A F6. to s \ -` .7 FG. $` •A ��' F f //8� •`� �f //es v° ¢ e -r � 0 ^� II 0 � � �, = PE ��,s2•, ,' QE.E \�,a \ , ►,$9� 6 9 /88. /86. v GF/ 18S 0 4r 0 !` ^• 1 b F G O 9 / - 0 • • 4 o r 10 o 10 GIF1 182.6 c�oe •• E- • 4 i • • FS ` ' 4 'E- � �+ t .G II j0 P. O \ �' o�' rlrry G • 4 6• s F. / 8+ \ I 2 GF 1 183.9 - ^' 1 F6. 8 ` E f�••, 47.4 ,•� ��s FG �rG, G sJs\ 1184.6 PE I I SS• 2 GF 1 184.6 GF 1185. 4 FE 1 182•, 8 a 1 G9A t8• yo �•�G•.i � lDf l/ i 18 � � � F6. FF 1 183. 1 ,,8\ • E I I.p o p8 84 $ 01 ^� -.o f'F 85.8 , ' S- 9PE 1183. 7 T r02 A4.4 FF I 184. 4 , F6 S• 8 5' 2 \ ` • FG 1 6 FG 85.8 85. 2 FG PE 1184- 4 `� 83. 7 PE 1183.2 �• q 1 ' 1 0o At-9A / LOT 24� t8- F Fc . r FG a2' fG 1J H.r V \ 9q ,� /'�eJ.'S G FF I r 85. r A r F F 1 183.9 P.E. = 1173.0 Js. N; i• n, w �'�.,y r 3. 7 r/a2.l ,/, r�• i. I �► g oma.._- ,��. 84. 4 84. 4 FG 83. 2 83. 2 F�'� 19 0 A8•gA �• FG //d3.4 ,* N 94 c �S.Z / 4./ FG FL. H.o. /N - FG FG N c �V • //dP. / LOT 33 ro �. 9 \ 48 4 NA. _-- /•/. � C �* N FL. M.P. gyp. - o �t 4g• 4 _ - y 31 G P.E. 1167.7 -84.F G 48.94 c J48.94 - 83 G 48.94 / J LOT 22 P.E. = 1169.0 x - LOT 32 P.E. = 1167.5 P oTz'TE A1'A L C RBF. APFROVED BY: ODELETE MODELS LOTS 97-99 /� 1 � CITY SHEET Robert Bei n, Wi l l is m Frost & Associates ?Fcff /.04 E//s-//B FeOM nV15 SHEET, A' T ;PEV/SE ON SHEET 4 ADD f d. 3 2 ,. PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS } - TRACT N 0 . 24133- 1 ABF ADDED �I/EET :� sinRc o0rc DRIVE. SUITE :so, mEcu.r►, m1 nas•iA ar.�o RAYM00 A. CASEY R.C.E. 418M aver fro-am f< imp ns-n•n � � N0. 43090 t EXP• x/31/� PRINCIPAL � PRECISE GRADING PLANS OF J REv i EMED J}, CI v tL •r DATE: (o �� \F DATE BY DESCRIPTION AFP 'D DATE ,✓ ` MICHAEL A. T 09 MAN R.C.E. 4 0CIP `" R E V I S I O N S DATE: � +��� LOTS IW - 114 - I OPEN SPACE TRACT NO. 24133-1 52.06 A 52. 06 ,�R - 52. 06 0 52. 06 06 o 52. 'l�' F�., --- T T.4 T . 4 "� o '' 16 Ir 11'f S p /•/• 1,171.7 Q 5�. I 77.0 �• D FL1N.P FF 178. 1 o T6'6 r i 7 - 'G' 77 7 s 1 1 T7. 41 TT•O T6'e F�s9- 1 F6• + 1114 .01 � � 05 _ �, 1 � 17.3 •OB \ /. , F 1 178.7 .4 I IFFF I I T7. T r PE / 2•`� II P f I1 FF 1 1TS -11. � � PE 1177.2] !i� II T ; 1s � s.i �•,�`. 7b•(. 1113 2 IIL��- • F A A PE 1 a E 1 177 .7 r GF 1 177.6 I 3 OI !O/ 6•? • 6 ,s•,o h •moo fG. \ °1' �' o I,I• $ � 1$• � OZ o 1 I GF 1 177. 2 5G Gf1IT - �; 12 I 12 �� F / /l6. O s• 2 .� .�� pf //�s -'� '`' ��s \ 1Z A � f1178' o mc, ® M 1, •6 •.0 6: II /( w 9 f \\ \\ c 77.4 2 / /16 •+ 1 1 f 1 B - P t � 77.0 r • 4 • • / O O F L-� Qf- o ' \03 . 11.1 � /76.� FG. ` r / 2 ^�!\ O I,•I1 79.2 \0`- \ \743•g 7B p G o c., ids` �G.z �' 4� ' B /O , ,h�'c' •6S f 6 1 GF \ y t - F ao a� �u fL-• 9.58 -c- �' \ IS : +y a .eo • / \'Z� - � .L•�•8'tD ,p cG 9•gg ! S. nr �7.1� / .� � •\ FF • .��= 74.5 ti /;c. \ 2 ' 1 , f f g.2 ,� t v •5g o cn ! 1 //�S •8 .� �c S •°P 103 � 1.11 \ �y o N \1�C• 14� 6 co * .` // �.r fir` 4 S �h 6 _ S A'90- a V ^h �� 5• s1 \ •`� /O. F / �S` Gf 117 9- f�.,6 •= 11116 tl-`p poo ,�• \\��'(,. \` G' _ �\1� /� '? ��i � 74.t CALLE 40 jy S � NN g 1-00\ -►. -• Tc- f-�,�'- � A • :`` �^r L. v \ gyp. �� IrL .S- p� / //l4 9 9 /9. 5nj 9.37 ?O \ •64 ` 01 �\U `. 0.0� \\^V,�(, ^b 17G.! m o 14 .M i�� c S• /A ,� 59 37 ti t�`j 17= F S `i * c `\ o0 dd ^4. 28' `� .S• �, .c. � fc., os F `'2 ti o 89 90 c.a ! r © .,, L i� Fs•O s 1 .Q, \^ / \ 43•\ Z f GF I 1 4 8 �-� 117 1� 3l 0 1� G o f`' l•n..6 S E ;`. 11. �, 7/72. 1 178- 1t•D 17.Z ss ,� '� d9 3, ilf ' T. C. $ - 6 0\ � 6• I 0 1 11 ` ^. \2.0 �2t. 9 $•g �3 pE 1177.2 2 G 1 1 e 1L� 1172 3 1•S 0 46 �• l� °I \\ '�• g 4 \\'( 76. 6 f G 111 'V ^� G V �'` 21 ' Gf F.G 1 1 FF I ITT-9 Gr 8j titi fc- B J X11 - \ .3 71 •g 7 7 . 2 1 /G `s•8 ''t:c't „ / p3 4 T. l �� 'r`'. � . .�.P _ 117Z 11?1L• v FG s fC _ 'L 111 cA I -6- a 4 = \\ 117 �• / s �q - � � e�` . ^e 5' - �s � - -o', C -�• 9 f f f f 7 7 . 2 PE 1 17 �� , /' .c, � /•`-'1►\ ?c� c� - F� G��J Gf f G F 8 f G FF 1 177 Ff' s.B '`-��• 1Z.I 40.02 � a, � �� 3 - 7Z • i/7G. • 1 , //>' s. • _ /�.0 � � 9• 1 ,r I\� fG 111'1•S H•F left _ 6. � e.3 : 86, •q'L //79-•� � Q 1�• \ � lig /'�' -- 4 1 ? `�1 o FG 6, 4 !171 49 G / : . g 5 m 4 � o. •7 111 g' `J' 0 111njR .0>'3 •� , - ,�!�is .\ S -h•4\► � .�, � ��� 96 GIF 1 180. 1 g, Gf 9. \ $• fc 4► .o 19.131 8t \ .G 11D.4 �. ,\�� bPIC- GF 1 I g0.5 PE 1 179.9 v 5 19• \ ! •1• ,, = 7 fn r , FF 1 180.6 \\1g' 2 ' f G FL.a I -� \ 3s °` /.C• ,;J ��� `r /• I7G.92 02 9.9 ff \\80' 1•l• • ^�� .AD•A\ �- 44 .m �Af' CD 0 1 1 9. '� i4./ -'s' �G• //r /fit O (D , FG fG o 09 FE 1180.3 g.9 D 7 fG 119 .o �\. 4b-gA 1 181 .0 FG f L +�.P - F F .?J ,mac• �v a�\ �G�! H 1o►• _ 1 LOT 55 LOT 56 •�° ° \ti�9�� so• 3 s0 G o N 5 ag.94 P.E = 1167.1 O N _ O 'l fG• 4S.94 S • SCALE: 1 " 20' LOT 84 \ y FG. -g4 LOT 54 70.6 P.E. = 1167.0 LOT 53 \ s TC. P.E. = 1166.5 --- / B�i7/ ieeF I DELETE MODELS LOrs 9/• gap r APPROVED BY: CITY OF TEMECULA SHEET LOT 52 Robert Bein, Will'iam. Frost & Associates � //9-/z/ FROM TH/4-m ADDSSNEET, ,eEris a 3 LOT 33 LOT 51 P.E. = 1165,8 PROFESSIONAL �� \' IOWSIIEEr A. r}• � FH. � - ENGINEERS,KERS, PLANNERS t SURVEYORS ,b/S/y ,QBF ,� 3 TRACT NO . 24133- 1 P.E. = 1167.7 P.E. - 1165.3 xrss slwac arc o�rrc. su►�r M. ,t�ccrnr►. rxrraMr,� Sts» O � � OKETE MI�DELS LOTS 8S-SO � . �. /ZZ- /3/ FiPoM TN/ EET, AYIrIOPO A. CASEY R.C.E. 41880 won AX Istel srs-7740 43090 ON SHEET 5 R I K IPA_ EM6 I PEER EXP. 3/31/96 REV 1 E11ED I VY: EXE.3-31"9 C I TY OF RWC" PRECISE GRADING PLANS of 5 �• C1 V►\. DATEe ��` Corp CAI`-\F DATE BY DESCRIPTION APP 'D DATE MICHAEL A. LMAN R.C.E. 46090 R E V I S 1 0 N S DATES 9 9 00 pp` TRACT 24133-2 po OPEN SPACE % _ _ 3 � 52.06 0 52. 06 _ LOT 112 F� 0 52. 06 r 8 52.06 0 o 0 //��•� oo SCALE I " = 20 o d 52. 06 // \ // \•9� // ^ , � 51! o •' 'to' ^e w 1118.1 to uk AV, 111d'S /fit g•3+ ''1, o 1a•8 1$•A 1bfG � c 39. 3/ Ilei 3 ^ 1$•8 - O /,o \\ • q // �8\• 6 0 ,, o �o -- 39. 31 b o f G A o v� 0 39. 31 .� \18' � ! / F o �o� 39. 3 I _ �,� ^°� 0 -TIL-6 PE + g•+ �; 'C�1 8,�\•���/ G // �pf� X83: > 6 ii �� o s fy o cv -�% Pf ++1g.5 _ ff + �1 LOT 122 ��J \• 4/ > // //8 J/ / / '`'c. /s is //so. 7 0 i-�• !! ^' '! = + +, L/Bo_/ o F� , ,. 1178 : f f = - �t PE= 1 1 T 8. 0 \83 / FG 80. 4' 80. 4 / 6 /< �// > •j// \y /// �01� << 81' 8 /�/• FG FG 7g•a 1g. Ili. G 1aFG / •p'V /\� / // GF / �./ P G 8f 81 . 0 ---- -- --- 1g•8 f 19.2 `� 4 ` /82. / / FF 1181. G P 8s f G ' 602 f G \0 ¢ +21 8 Il8 8 '� E 1180. 4 8 O •� 03 2, S • 8I . 0 , FF 1 181 . I PE 1 +79. A 2 + .� +1e•b FG 602 1 +80.5 1 ►1g' �+= 8•a -10 Gf 39.58 39. 58 / / s �� / / / / `/ IO C ff PE g r- � 39. 58 ;� o1 :R ; ; r : 603 ff I ITg• -^� fG 6 16.A _ 38,516 PE 1181 . 0 3 FF 1181 . T N 40°� _ 7a'A 6•�1 9-Se 11 78.2 N EG 'o ZA•90 5 GFI i 9.8 , � fG - o o � / 0 0 '-t. ® 80. 4 FIG + + 1 179. 4 5 81• / �'d 81 . 0 11 IIT G p Gf g•6 p 19 6 � o i FG FG Gf + 180• 79- L _ v g 5 n ,• _� - - /4 �o / • sq ti• ��is k o 6 F 1 180. 6 7� Il�.3 z a 1+ •15 ~ p 20 ,n.a ti/ ti 81 . 0 F G �.' P e FG ' 80.2 NJ1118' °� F '0 N � o F. G. s 52. 64 [,�.g rn rn //79.4 ao \,19.6b 52- e4 � ,� G• 5 N - 1e• 52.64 5 .5• °� ��O v �b'v 40ro ,1 s w f"N �' S9.37 .0 59. 37 a• 2 ch.p6 FS �O h 5 Q eV S� / 40 0 A2 CAL E ; �• , �• Al OV ESD A • � 2 � G• � 16 'v hA. A5. � s / / / � • 19� o '' 1� v• '1 �t` �ti. 1$ 5 �1. LOT 90 ,!\ ��'. e1 �� 11 v• �• 2.0$ N fG b f + +18• PE= 1 ITT. 8 40. 02 5 ��At G• �1 �'• l• V ti 9A ! 16.1 : I fG ff� � r ` I I o o ` �• �- �. ,po' 21 • �' s + +18.8 g+ 18 /Z [0// / / / / °' °� 40. 02 S ♦ k ^e 'A7 �d 40.02 QD _ FG ti 40. 0 s 40.02 QD 1g• + 1a•1 \ \ ti (o (0 40. 02 40.02 �o H f G b 6 7 8.3 8l• 4 rn rn rn �R 5 f 1 + P Ll 0a l/ / /,&/. ti� rn ' ao rn rn rn v 1g. 1 ; + G fG +19•A 6p+ /8 l ..► I FG - - FG �� 19• 95 f + 1 �\ ,� // l l / l6 81 • FG ti FG �--- GF + + 19• + f + +18• Z `19,0 .r Ir � � ` / l T 6 80. 7 80.38- / / ��• / / GF - / 9g ' GF 118 I . 2 --- 1180. i + ?g•5 9 � PE f f `� +1 5 5 118 / F f GF I - F Q - • b02 PE J 2. 0 / 8/. / G 180. 9 FG GF 1 180- - I P F G d� F ✓ , l ^^ 1 1 • 4 98 �,0�� // h 8G. 0 b 9T 80, T g. 96 95 _ 9 8i ! + +80'2 605 118'8 ^ 18 '►.5 FG 1 f G 18'5 0 o !/ ` �' // • + FG 9 ff 79.5 = ff + 1111.• 1g. 1 + 1 + l •8/ Il ; 601 ®�� � B FF 118 I , 4 of cA ,8 0.3/PC F G � .- •h far/ 37.08 37. 08 b 1180. ' C 'k 19• + I?a'p L, ' ,59•$ 7-.` I/ 1 l82• ' ; '� v FF 1181 . T T ' = 03: 4B•9 F� Jl Pf 1I I t PE 118 \ A ' rib F 1181 .0 ` 601 Pow ` ? 18.5 FG + 19• + �% .L X11 -� X33 ��o 4 0 l`�, 81, 4 • 1 . 0 602 FG : � � F • 79.5 0 �o G+ FG 80. T PE I 180. 3 Em '+p A\ FG � . •/, 1118-8 ,� ,D1`•�.AO. C' 81. 4 FG 81 . 0 FG FG t ! n o f[ �,l• 48.94 c� o ,��dy/ 8/. 4 8 I . 0 80' T //80.4 80. 3 gOG 3 , - II�.LP o A15.9A N o,� /� LOT 55 .� G. /• ti ,� ! --- /•fir 79.9 /eo.7 ^'� ►� --- �„ 79.9 N o 48' 9448 gA LOT 54 G 48. 94 � 48.94 PE= 1 16T. 0 0 _ . dog _ 8�3 �� Fb- 48. 94 �' FG 48.94 LOT 53 LOT 51 LOT 52 = 1166. 5 LOT 33 - PE= 1165. 3 PE= 1165. PE= 116T. T AP By. BY: l .?9F ADDED THIS SHEET 7D REKLSE ? GO �P Robert Bein, William, Frost & Associates ? MODEL AW777 IAIr, LOT5 -919CITY O TEMECULA 9 SHEET P A. P� PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS c~ ADDS :r$S SIMLE OM DRIVE. SUITE NO,, TEY�CULA, CALI►OMIA 929M � ,eBF D SyEEr s � TRACT N 0 . 2 4 1 3 3 - I 4 Mg) M-W.: Ax (Wei re-rz o � � M. � � RAYMMO A. CASEY R.C.E. 4IND * 43090 PRINCIPAL ENGINEER EXP. 3/31/96 A-E REVIEWED : _ EXI•.3-31-'° CITY Of TEMECULA PRECISE GRADING PLANS 5 4 � CIV1\- DATE: DATE BY DESCRIPTION APP 'D DATE MICHAEL A. LMAN R.C.E. 4*90 OF CAL+F R E v I s 1 o N s DATE: LOTS 9 1 -99 1 15- 12 J. N. 400493 OPEN SPACE TRACT NO . 24133- 1 P3 ]7 4 52.06 52. 06 52.06 '`-97 F G77 Op _/-�. +, C G s2, 06 06 , ,7 -J5 77.tj 77.0 oz�..� v S2 06 F.L. N.P. s \ 0 It Fog o+ 77. A6 \� o t.� F� 'N 77 .7 TT •7 4 • o FG FG PE IITT.o 77.4 602 FF I ITT-T TB•0 'e. Q• a, 5T o �= �� • FG � n \' � � 1 � ? s?�6 \`!, FG 6 fie.2 5 �o rr7d PE 1177. 4 •\ 02 � � F ZZ LOT 121 T8•o 6 n (00 d"- 9' FF 1178. 1 C �• pE. PE 1 178 . 4 FG 0 0 ' 9t FF ' 'Te•6 \ FF �I 'FB•2 ;; op• 4S PE 1 18' X6. 9 ^y �S,a ,yg. o Ff 1178.7 12 125 77.0 C= v' �s .a t T.4 0 9 �' 12 Vic ' ; FG GF1177.6 s• 6 2 3931 7 .9 � � 6 17 FII 77. 2 FG � \• � • q 0 0 Gf 1 7 7. 4 GF 08.0 1 ,1g•2 6 77 -7 FG 76.B .8 l FG F£ //� FG V F / Op a� 1 c f 78.0 FG FG 6�Y 1� to /�� FG 6 GF' ,te'1 s•3 ��v F G 58 coir cn - a x 76 �C F G ,$ 39. 39.58 158 F F T G 9. ; � . /� \.M //ass / • iy t�� 5 1 �`' 39- 2 1y•v \\ G• 9 Ob F / r•� Bo r9 r 633. e F 'S9• ��•v \9 20 \\Z3' • �f•S• � % G .� ,• �, //l 9 S A F9 2 q4b 4 A0,9\ s ,y ,,�v T 'G• 1 fs. s c�//j B f T.C. `moo \$ 5 Sg-37 N 4 2.64 ^h�• �, o - `_ �.��'1�'' T 'G 1 172.5 •D � a,M�C 5 11 b o F G I` 6 S9,3� , �/ O P �.A 77.G O\I C2\ •N 7-1 -1 e I GF 1 177. 4 77.2 F 1176. _ GF 1178 •�' 89 4 s ��� G C A�L� o A3• gp f L c 88 �?j.� F, 1 IT2.69 T, g4 1172.28 1, ' 1T • FG G p s9 T.C. 1� �' T. C. 76 S,1 ti d . 0$ •I FF 1177.9 • q /\p GF �' s ,hp .gA 9 PE 1177-2 12_ //IS C ?l �• .8 - � 20. 46 2T S 603 5 B F G 8I Fc ?2 0LOT 91 .02 f f 7,a • 1 �7 602 T� . 2 601 ' 's•ems, '9i 4 PE 1 178 . 3 PE \ �7 a+ F � s 1172.03 \�� -� r r2 FG FF 1177. f T.C- f G •C '%' FG 77 •5 7727G.� PE40.06- 4 � ,1 •e o Tt 1 '� 40.0 1 11L oo N5 7F602 �S /�2 6. q7B6, Oe 3Cr 1t•5 1 I T 1 -49 o 6. 4 T-C- •c ,� , PlC _ / -� or c �d �D 37.08 .6, s e 9 A •� \ C'nj \�' 'L 'V 3T.08 � . 0 o ds 19 .\� B 1 170.92 A0 A\ '74 s �:� \ eOJ G �. T.C. LOT 55 o gA PE 1 167 . 1 o LOT 56 's �s '*• �. �''�2 lv N .9A PE 1167 . 4 v 0 i0 0 48.94 SCALE: I " = 20 ' S 2� w 48.94 2� N LOT 84 PE 1 170. 6 1169.45 s T.C. llZ4/93 .eBF dj JPE✓/SED fODTPR/NT LOT /23 ,= APPROVED BY: CITY OF TEMECULA SHEET Robert Bein, Wi t Liam. Prost & Associates '0 5 PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS } TRACT NO . 24133- 1 Win i 1 qac owc MITE. 8U I TE VID, 711<CULA. GAL 1 FI MIA 9290 ISM W111-90a FAX or -rz4e pp. AY1�101�D A. CASEY R.C.E. 1 �•3-3°_f CITYRCOF�anA� EXP. 3/31/96 PRECISE GRADING PLANS � It�v D s r: _ d„ c 1 v I\- DATE: Cr CK-\F DATE BY DESCRIPTION APP 'D DATE I CHAEL A. TY L N R.C.E. 43090 R E V I S 1 0 N S DATES LOTS 85-90 & 122 - 131 t. J . N. 400493