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HomeMy WebLinkAboutLot 42-69, 101-106 Precise Grading LEGEND WGHP� PROJECT SITE ^PADELEV,-0.3'MIIL TOP OF CURB 0000,00 � F* 0'� W.M-11 T.C. a. � FLOW LINE F.L. Ra 15'TYP. 15'TYP. HIGH P❑INT HIP. 1� 5, (EXCEPT n 5, 5, B PRECISF GRADING PLAN (EXCEPT C 5, C70 D WHERE MIRE ,p � 1� FINISHED GRADE FIG, MIN NOTED) MIN MIN NOTED) MIN 9NC� � S ............ . FINISHED SURFACE F.S. 69 1 C 1 1 C 6 PAD z z PAD z P1 1ASE 2 ) L11 FS 42VIA RAMI TOP OF SLOPE T.S. FF FF PAUBA N x GARAGE FLOOR GF 0000,0CPIN CITY OF TEMECULA PAD ELEVATION PE 0000,0 o o ROA in z O o D ' ' 21 Uri 'o u FINISHED FLOOR FF 0000,0 0� MSX r MAX RNSTATE [IF CALIFORNIA W y WATER SERVICE SEWER SERVICE S TYPICAL SIDE YARD DRAINAGE � pia pica AIR RELEASE VALVE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE j� RD. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 14 RpA� FIRE HYDRANT icy 12" MIN, ABOVE PAD ELEV, HWY, 79 DRIVEWAY • ROUND OFF TOP TO SAN DIEGO STREET LIGHT P/L 5' VICINITY MAP SLOPE MPROJECT SITE IN, w F'• 3 PVC NOT TO SCALE EXTRA DEPTH FOOTING 1 7 7 77= GRADING NOTES RETAINING WALL SECTI❑N A A yCq � zu INDICATES AMOUNT OF XX LF FOR REAR YARD SLOPES GREATER 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE., THAN 5' IN VERTICAL HEIGHT EXTRA DEPTH FOOTING � CHAPTER 33, AS AMENDED BY ORDINANCE 93-04, .4 DF 4 HAL BE = 1%, 58 59 60 61 6 6 65 66 6 1 2 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL 6" MIN. 5' MIN, P/L 5' MIN. 6" MIN. 68 69 1 DRAINAGE SWALES SHALL BE A MINIMUM OF 0,2' DEEP AND SHALL BE ACCESS RAMPn_T� CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, 3 MIN, 1 1 3 MIN, MUDSILL MIN, MIN, MUDSILL 57 mer 1 3. MAXIMUM CUT OR FILL SLOPES = 2=1, LOT NUMBER 6 55 54 51 48 47 46 105 4, PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 53 52 45 4 43 42 INDICATES MODEL .=•.' 106 FILL SLOPES OVER 5' HIGH. 4 12' MINr� 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 12" MIN, N. L UNIT TYPE B HA PLACED AND WHO SHALL SOILS ENGINEER SSUBMIT A FINAL COMPACTION HALL CERTIFY THAT ALL I REPORT LL HAS BEEN FOR ALL ILLS INDICATES ELEVATION 2% MIN, 21l MAX, 6" TYP, 2% MIN. OVER 1' DEEP, 21% MAX. MIN. 21% MAX, a� WATER BLOW-OFF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SECTION B — B ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH THIS LOT REQUIRES A BACKWATER VALVE GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO PER SECT, 409 OF U,P,C, PER APPROVED ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, WATER AND SEWER PLANS, ( SEE INDEX MAP ) 5' MIN, P/L GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 3 MIN. 1 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG INDICATES NONSTANDARD GARAGE MUDSILL MIN, 6" MIN, �j, T❑P OF CUT SLOPES, , FLOOR ELEVATI❑N - SEE PLANS 8, FINAL COMPACTI❑N REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN e ONE FOOT, 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 12" MIN, THE PRELIMINARY SOILS INVESTIGATION AND LETTER OF UPDATE BY: BACKWATER VALVE BW 211 MAX. ,�:► 2% MIN, 6" MIN. fi CONVERSE CONSULTANTS DATED JANUARY 7, 1999, TWO SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE 21% MAX. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- SECTION ONFORM- SECTI ❑N C — C ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT, 40' 40' 42' 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING do DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC- TION MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTI❑N FOR EACH LOT, INDEX MAP - 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL. HEIGHT SHALL BE SCALE; 1" = 200' PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTI❑N 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTI❑N, E LOTS INCLUDED 0- 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, c"7� LO LO N 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT `� LESS THAN 1/4" PER FOOT FOR A MINIMUM ❑F 3 FEET, 0 CONSTRUCTION NOTES & QUANTITY ESTIMATE 0 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING N o N❑, ITEM QUANTITY UNIT PAD ELEVATI❑NS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 1O LOT GRADING C34L❑TS x 15 C,Y./LE]T) 510 C.Y. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, 0 15, EROSION CONTR❑b ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE o PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER, SLOPES OVER o 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 0 TED WITH APPROVED TREES, SHRUBS, OR COMBINATI❑N THEREOF, SHRUBS n_ SHALL BE PLANTED AT 10' ON CENTERS,TREES, 20' ON CENTER, COMBINA- o TYPICAL. OVERALL. FOOTPRINT DIMENSIONS TI❑NS, 15 ON CENTERS, SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER N SCALE: 1' = 20' U,B,C, CHAPTER 10,R, Q Underground Service Alert BENCH MARK 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R 9 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING, Robert Bein, 071l2am Frost & Associates COUNTY OF RIVERSIDE B.M. NO. T-29-81 17, APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Uj PROFESS I ANAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 27555 YNEZ ROAD, STE' 400`TBEW CA. M1 AND RANCHO CALIFORNIA ROAD, 1,8 MILES NL ON RANCHO CALIFORNIA ROAD f CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 RECTION OF ERRORS ❑R OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON WOODSIDE LEGACY, INC. � TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N,W. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 1�-800--422-4�33 CORNER OF THE INTERSECTION 1' E, OFA 1' CHAINLINK FENCE, 21' x 16' A CALIFORNIA CORPORATION TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, AROUND SO, CALIF. GAS VALVES, 40' N. OF P.P. (NO.4) 94' N. OF THE CENTERLIW 23121 SUITE A200N I O PARKWAY ® LDOO— 179 GR OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' 4 OF MONUMENT, RANCHO SANTA MARGARITA, LDOO-08OGR TWO WORKING DAYS BEFORE YOU DIG AD 1, DATE 9-13-82 ELEV, 1128 10 CA. 92688 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Qov 5510* DESIGNED BY DRAWN BY CHECKED BY Drawing No. o '�/ EWS EWS MT RECOMMENDED BY: DATE: l 6/az CITY OF T DEPARTMENT OF PUBLIC WORKS o 9-00 CW AADD RETWALL LOTS 61 & 67 � HORIZONTAL `���D����` A jrl� �y P I a s e e Under The Supervision v i s i on Of •� a Contractor ,� �y P P ACCEPTED BY: DATE: /�'� �a TRACT N 0 . 24185-2 LO SEE ABOVE AS SHOWN W No.43090 R Z? L � DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING P L Inspector - �• Ex 3/31-04 � RONALD J. PARKS •�Date: M I CHAS A d9O LMAN �tY• •:`.l:1'•'.['ir'8l.1'A'.. VERTICAL sf CI y 1V �! PHASE 2 LOTS 42-69 & 101 - 106 0 Date Completed 'lF F��� Ex i r es 3-31--04 R.C.E. No. 19744 Ex i r es 9-30-01 fr :N/A OF C k`1 R.C.E. No. P p f�•� T I TLE SHEET SHEET OF 4 _ .............. 18-00 '4 1/57' 59. 5.,-� 4 4 5 -H 48 58, L0 10.810 ..................... 4 1178.0 �PPP N OX 40-93 44 0� 36.6 00 z 61 C14 I .? 1179.1 co ZF N to .0% HP (0 (03 'HP 127-4 aim 0% 1 .0%/1 .0% 5 W) bt 73 HP V, 1 . *Lit N .3 1178 1 .0% 1 .0% -H FG .3 -blk 0 FG *0 Go f 176 3 11 - 9.40 t L14Q. -H z 8 1.0'T • Iro P Lr) LID OX HP V, V- .0% 1174 -a HPT-- 10 LF to *0 T- 1179.4 to 1179-A 1178-6 0 1175.7 1 .0% 1 .0% L0 FG 63 .49 117 00 FG / . 1 1177.7 6 FG FG I O\ 1177. FIP I-G .6 R 4020 117-7 0 NZ we 4030 11) 402 D 1 .0% 1 .0% © \--1'2' 0 LF 6' 01 0 1- G 1 66 1177 o LF IT' FF 1179.0 10 1 67 U� LO *e 1 -�3 1175.0 1175.0 FF 1179.5 FF 1178 LO be z 1178.8 10- 1-: .4 01 40 0 C%4 FG 61 FF 1180- 1 .2 PE 1178.8 IFG 1178. PE 1178.3 PE 1177.7 1177.7 1: 4010 FG pF 1179.4 -0 M 20 LF FG FG 1111 11 11�� .5 FF 1172, 1176.0 1176 4010 I �Ln .4 ZU Lr AL1 8 1 be .8FG FGI IhOL9 .2 20 LF Q 117;7-2 1GB 11 /8.5 B 1177. 1 11 .0 176 7 1177 1 P1178. 11V- 117 /4030\ 1 177.6 -G8 E-GB 1178. -dB--- 11' FL- - GB 1178.,3 E 1 2 C) 5 FF 1175.7 FL- 1177.8 E- /I I 1179.0 FG FFG-- 20 LF' I - 179.4 1178. 1178 GF 1177.4 1177.7 1176 1 - PE 1175.0 FG FG FG FG -FG FG • P .2 LO FF 1176.7 0 2) -G8 11?6 0 1 co1 11?6 Lr) GF 1177.9 15.�i 1176 / o FG PE 1176.0 r; 'I1177 - 1?5 toU.4 *01 . 1 o' LO .2 20 LF N 0 .3 10 LF U 8 t�i 20 LF .2 1175.0 20 LF 0) Q- we ELI Loi 1 b 117, �A K P �N Al '\ \ 06 U-) *(,X 0 t FG 64'* 00 17P.6 G lf� r% 0) U") I 1175. 0 0 (0 to 00 1 1173.8 49.45 49.45' 10 L • FL- B 1174.8 1-* IE-GB 1174.0 49.45 FL-GB 51174.6 49 99 -4 20 LF 162, .30. 1176. - 1175.0 GO lb G FG FG ro CO 49 FG .415' F 1175 2 GF 1176.2 co R) Ilk 00 r'�J� 20 I-FrA 20 LF 3LO 42 3 M. CO LO N ro w 5.72 00 C3 LO co C) + N I I I -- + P,I Z 0 (o PO 00 cl) CN E R/w C%4 + 13 S '25 --44 C 07' IJK' 71 -471 LtNCEUR r + CO >- N /tO V- LLJ 3W M Gw 0) (0 to LA C -:0 to -k- 0 T GO 00 7 + C4 WWATER- (0 (0 Gv. + 0) E �13 G LO + CJI CP (0 C-911 >> 57.66' ------ > 1,b FH �6. ?6 1 .13 06 C )J_ 7 16 > 3 5 .6 GV1 NC" QD 3r 2% r CN 9 LO W) C) L0 kr) -4 Pr) 00 % IFNA 'N' Vco U') -- 0). 20 LF 20 LF > -2 cn -T r 4Nr --,- D4 20 LF c-4 G\ "G .-- - c T- C -1 -178.5 o) 178.3 01) -7Q \1 177.7 1178. 1 20 LF 08.9 1177.q/ FG FG to > C� 11-78-7 IF FG .4 so 5 14%, . 5 FG r1177. 1 \-1 17�69 .4 20 LF- RIk" 11-77 .9 FL-GB E-GB 1172, 1 V6 6. 94' 114 17 .1776 7 .04 -Gb be ' L .2 20 LF FG uy;2 to Ln 1177. 7- ;4 1 47. 13(o OD .20 1178. 48 11?6 14- �: FL--GB qizu r; FG C) 1 FG 1176 6 L6 r-; 0. 8.9 20 LF .2 (0 L0 (0 A-74 1177. 1? 175 4 r(zi cy co Lr) -73 -79.1 1178. 1 (.4 1 11-77 4 4020 11 1 E-GB 1177 .4 20 LF- Al FF' 0 0 FG 20 FG LP .2 2() LF 9 11.7 \ --, Lo LF- 1175 117.9 jA75- 1 -.9 go 9 .8 /4010 FF 1178.8 •.2 - 177 47 177 -GB;8 1174. L- 5--5/ VIF 117 E3 20 LF- 46 F I-G F 1175.4 2 o PIE 11179 PE 1 4010 117 1 101 179 F-67- 117 .7 1 A-73•6 �r \- FF 1178. 1 1178. 1 030 CP) E-GI 4--GE3 A-A �03 C.) --J6 5$ 1179.0 11- -- Irc 40 1 1-79 5 FG FG (0� *eLF 0 2 20 LF 1774.4 FG L_tE 1178.3 FF FG 0 FF- ;7,, 44 -(58 0 Al .3 W4 PC 11 3 20 LF .2 9± -�-174 1178.3 1178.3 be z LO 45 .2 3 43 30FF 04 FG C*4 M .3 PC 1176.6 9 4.1 11 FG 5kt . i ?6:-6----�-1, U-) 1175--4 117, - E 0 1 .0% 1 .0% 18 1 1 z 1 .0% 1 .0% 5 76 4010 4010 11-74. CL -1 . I U-) I o 5. 1 '± '0 -H VG 1172, FG FF 1176. 1 74.1 LO <C LA 0 1177.8 0 LA 1 .0% 1 .0% r "0 Cn 11-78.8 - 0 HP z 0 11-75-t) 64 6.6 1176 PE 1175 FF to "F C V i.,'-, .6 .4 14178. 1 -r- ft-H\ 0 11-74.9 - 0 1175 4 r- 1.0% --H Lr) PE 1175.9 0 HP 48.34 1.OX 1175 4 48-48 U 0 48.34 1172, 0 CY) ox FG .9, 0% rV 1176. .0% ........... 48-39 .3 14.9, 117 0 lfi- N .9 117 .9 1 11-74-9 rn FG FG -74 3 .8 0 4 51 9.4 1.0% J.Oz FG p� �$• % ► N 14.1 �� f �S i 0 1.0% 1.000 117 00 1175.7 1 .0 0 20 20 40 60 61 6 -H 0# P11 o CM 1 .0% a_ HP GRAPHIC SCALE 10........ ....... 62.59 C\4 ' i r , ..........�j 65-32' M IL Under round Service Alert BENCH MARK 66.360 Robert Bein, #'illiam Fmst & Associates COUNTY If RIVERSIDE BA NO, T-29-81 �� �( ��• I �� � r ; �_4W .-._. , d � 0 PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER Uj 2M YNEZ RN, STE. 400oTEMECLLA CA. 92591 or_ AND RANCHO CALIFORNIA ROAD, 12 MILES NL ON RANCHO CALIFORNIA ROAD CL CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROADJN THE N,W, WOODS IDE LEGACY, INC. 1-800-422-4133 CORNER OF THE INTERSECTION I' E. OF A 7' CHAINLINK FENCE, 21' x 16' A CALIFORNIA CORPORATION z 23121 ANTONIO PARKWAY < 0 AROUND SO, CALIF. GAS VALVES, 40' N, OF P.P. (NOP 94' N. Of THE CINTIRLINE SUITE 120 ® LD00- 179 GR OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET IW. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 [LEV, 1128,410 CA. 92688 LDOO-080GR If 1, DESIGNED BY DRAWN BY CHECKED BY Drawing No. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK 111���111��S S 10* 0 SCALE RECOMMENDED BY: DATE: DEPARTMENT OF PURL I C WORKS 9-00 CW DD RETWALL LOTS 61 67 EWS EWS MT -Vol" z:) CITY OF TEMECULA 0 '0� HORIZONTAL Ian Pre d Under The Supervision Of 0 Contractor or T- TRACT NO . 24185-2 ACCEPTED BY: DATE: 1013 SEE ABOVE AS SHOWN No.43090 r-n 2 --70 Date: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER I'll, Inspector Exp. 3/31-04 PRECISE GRADING PLAN < RONALD J. PARKS VERTICAL 1 V MICF?AEL A. YLMAN < Date Completed 3090 3-31-04 -50 ) 62-69 CL N/A or R.C.E. No. -Expires R.C.E. No. 19744 Expires 9-30-01 PHASE 2 LOTS 42 SHEET 2 OF 4 1-11 L 0' 50•;0 ' f 122.70' 1 1 s, t 50.00 00 81.44 r44 7W 1180.3 f 58.32 X11HP 'toaD Tw _ �._ -- - _ N ad C.0 1151 HP p 5 4 `r' _�� o I 1180• N �w d- , HP p g +i _ -- \� 1 \ FG FG oD 4 _ _ _ in N 2 5 1 i z � 61 00 1 62 1181 _ - - `- / ;n ae Q (0 1 -Gg �" _ 1 6� $,t I r- 59 1181 .9 i r6 } N .2 4010 1 I .. .. _ _ 1181 . FG 1 1 •p% l 0 4020 FG i 1 20 LF 1180.8 60 1180.8 1 0 r II FG FG o FF 1181 .3 i ae 28.6'± \`\ 34'32• FF 1182.6 01 0 1181.0 TW 4030 I Q. PE 1180.6 t 1182.4 1182.4 4 _ -_ 1179.0 TF o 1 0 10 LF 1 10 FG 58 1182• .,� �.,._ _ __ PE 1181 .9 3 ,n 1 - FG FG \;�o y',.' _� -.� o TW FF 1181 .5 to 1� 4 1180 ._ ` '-� ,Q- 1188.9 20 LF I 11-9..0 TF � 1CO FG 5 1 I r 4030 80.2p �,. .� .. �' n PE 1180-8 i ' N o 1182'6 •3 F S � .-`'�..-' ��. ��, I � .3 Y a� GF ,.s ,� 1079 1079.5 183.1 2 1 10 LF f/� Z 11808.7 i 5 3 �GB 180.6 VL GB MIN FF 1 11 9• ,, ��\ ''� �? �' rL 1 1180.1 1 ,, Q7 `1' \ 1181 .5 1079.8 20 LF I � 1152.2 1 � � 1182.4 �81 .3 '.20 'r ��, �``�� 1181 .9 FG FG \.*� \ GB 1079.6 i Np •o P GB 0\ FS �` g�}�,� \ FGGF F1182.1 \ GB I GF 1180.8 _ r 4 2.4 5'2� 1 f` 6 �� I 180.8 1180• i 1 118 FG i 2o.,0z .23 ��Y� 4 \ w .�� 4 1 1 FG FG 1 •5 ,\k 0� .� GF 1181 - 76 18 lo F -- i '� ' �s _ 52•- 1 AV AR p _ fi _ 1'��M `'"I I _ r�i o � `°� \\� 0 LF Ki cv # , N t I •�' i , 56/57 15 � •. r N of ' •baa 2 ae o ►n� 4• ,Z �� 4 , k �� 181• U � , 1 / �• \ r, r N M t , to r 29.1 o 1, OW.f. Ft i o o N t 10 `" 93 182.E 11a 6 Fy ° VL o �.•` �h r . �n V •-: ...! .� 66 \ i ? - '� _ ( ' w 1 G G 3 47 �L G , ♦ -� L E ..,`-- O 7. 13 NO t COUR X020 1�a 1 �6 410.p2�., ... R _... _ (� 1p 1 _. _ _._____.. ,......__......_ __.. .._.._... ' w. e, % d N 7"' N bN 40 LO ro' •Q 1 a1 r �7 . r rCc _.z► _ . I,.,. _. ._. .v.._ + N 12 118, P� h� � wA GO �- \ 1 1 �h )2. `r`- , "-.. M r� n ' 11a G G,� 4g .8p -.y--- -19` co o o n o ,� �� 2� r r8 'r8 l �s _ w'. G •- ` w._1 r 1---?-*- _.. . '�.... CID ro _ _.__.. $ Lf) 8yc hp N i o) aD .I 'S i,.. 1 _ .__•...... .....�Qr _ V. LID 47.4z to QO d P i .7 r M W •��, h ?O"`3 rr8 6,$, 1181 GF 11 5 5� ��► f 47.42' 47.42' 3�• �f ��/ &S6 6-B FG 181.3 / I GF LID �`\ ` �� 64 � N o 0 't Lo \ l I FG 11 Lo \ ^ .4 , 4 118 81. 7 ' �f f N 1179.7 1 1 � � f� Or �� 180, 1 N / ,5 r r r - ^� GF 79.1 �F O ,. / % / 1181. 7 �►-Gg 5 0 1180 FG F 181.5 0, // 10 LF e-� rr 1179.5 FG 20 118 FG 4 r,n �`G3 G a� 5 , GF 1180.7 `� FG 1178.3 P ° 6 20 r B 1181 . j 1180. 1 1180.5 GB �r11 rr8r 118 •6 FL GQ LF r .4 1181 . 1 1180.6 FG FG C :.3) 9 �e 55 r 20 LF 5 118 p i FG FG I 1179_3 �� 1178.5 51 p �F 401 •3 � ti 4 �_GB. 1 � 1179.8 �-GB 2 ° 20 4p2 7.0 E E GB o .4 4030 0 50 ,� rr •3 ° 7.7't .4 ©I -. 52 w 5 'f g ��+.0 � � FF 118 r 20 LF F FG81.5 1181FG 10 LF �i � 7 7 } O.2 5 1 r8r 1 P 2'4 r F 11 � 1179.8 � � .3 4020 � 7g. FF 118 1 $ 2' •� 1181 i P 82.2 0 FL-GB 0 20 LF 1180.5 11 FG g •5 181 5 e 1181.5 0 , f .3 I� FG r-m P� 117 1.7 FG 53 10 LF i FF 1181 .2 11 1 •5 � FG s 118 0 1179 1181 FG 1.5 4010 .2 PE 1180.5 0 ,w F .� i �` 1179FG FG 3 10.9' 20 LF i 1180.5 1180.5 r I I FG FG t .7' t- / 10.9 NIS � � FF 1181 .8 5 v, _ 1 (o _ PE 1181 . 1 _ a� 0% kN �� $ HP81 2 �� . �_ \\ Nle /� \`_ o % 1_:_-� E ►a 1181 . 1 1181 . 1 1 kL L;j %��� 6r•°° o LO SIM 12.9't FG FG 5\. 0� _ _ 1 .0% �, o 0 1179.2 1180.2 o HP cv HP '\ �+ N�� n 54.43 o /f \ N 1 .0% 1 .0% o 0 1180.8 60.66' HP cr) 61 .77' , CD o 0 20 40 60-A ::::1111C a 1 ' 20 " N C� Or O GRAPHIC SCALE 0 i N W V) Q L1. Underground Service Alert BENCH MARK w V) Robert Beier Filliam Frost do Associates COUNTY OF RIVERSIDE BA NO, T-29-81 w PROFESSIONAL ENGINEERS, PLANERS & SURVEYORS 2 112' BRASS DISC IN CNC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER 2M YU ROAD, �• G'MEW CA. 9 91 MES NrE, ON RANCHO CALIFORNIA ROAD CALL TOLL FREE (909) 676--8042 , FAX (909) 676-7240 AND RANCHO CALIFORNIA ROAD, 1,8 IL TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. WOODS I DE LEGACY, INC. z 1-800--422 4133 A CALIFORNIA CORPORATION Z CORNER OF THE INTERSECTION 1 E, OFA 1 CHAINLINK FENCE, 21 x ]6 23121 ANTONIO PARKWAY AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO-1) 94' N. OF THE CENTERLINE ® LDOO- 179GR 0' SUITE 120 OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET I' W. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJr DATE; 9-13-82 ELEV, 1128,410 CA. 92688 LDOO-080GR � DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK % fESS1p Drawing No. SCALE Q H� MT RECOMMENDED BY: DATE: �4 C I TY O TEMECULA DEPARTMENT � PUBLIC WORKS o 9-00 CW ADD RETWALL LOTS 61 67 1 ��o ��` A• t EWS EWS O HORIZONTAL �`� �� �� c� I ans P par Under The Supervision Of O Contractor a 'y ACCEPTED BY: DATE: l a 3 Q TRACT N 0 . 2 418 5-2 I V_ SEE ABOVE AS SHOWN 3 � No•43090 Date: 17 �0 DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE GRADING PLAN Inspector {� Exp. 3/31-0� � RONALD J. PARKS .'••,.: � '�`j`� p MICHA A�d9 AN :T."yTr VERTICAL stj c 1 V 1 •�� 03�-31-04 19744 9--30-01 ''1 . .. PHASE 2 L.OTS 51 -61 Date Completed N/A4FCkVR.C.E. No. Expires R.C.E. No. Expires .,, SHEET 3 OF VALENCE COURT .......... f................ LLI t__. �.7 cn- _ f _ • ._, __ G .� 8"WA1TER­--- + .. 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E - ----------- a- --------------- 0 0 LO O 4e. 01 O 0 20 0 20 40 60 L GRAPHIC SCALE C14 Uj W 0 BACKWATER VALVE LOTS 101 - 106 Under round Service Alert BENCH MARK Robert Being Fill iam Frost & Associates COUNTY OF RIVERSIDE B.M, NO. T-29-81 PROFESSIONAL ENGIIERS, PLAM►ERS k Sl1RVEY0RS 2 1/2" BRASS DISC IN CONC, CYLINDER LnCATED FRAM THE INTERSECTION FRONT ST. z OWNER DEVELOPER 275 YU RN, STE. 4W MEaJU CA. 92591 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 AND RANCHO CALIFORNIA ROAD, 12 MILES NL ON RANCHO CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROADIN THE N.W. WOODS IDE CHANTEMAR, INC. 1-800-422-4133 CORNER OF THE INTERSECTION I' E. OF A 7' CHAINLINX FENCE, 21' x 16' A CALIFORNIA CORPORATION AROUND SO. CALIF, GAS VALVES, 40' N. OF P.P, (NOP 94' N, OF THE CENTERLINE 23121 ANTONIO PARKWAY SUITE 120 [If RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET V W, Of MDKKNT, RANCHO SANTA MARGARITA, ADJ. DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD00-080GR TWO WORKING DAYS BEFORE YOU DIG 0 DESIGNED BY DRAWN BY CHECKED BY Ir- CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK QV0I S S 10* Drawing No. LO SCALE 00 RECOMMENDED BY: DATE: DEPARTMENT OF PLIBLIC WORKS A. EWS EWS MT C I T Y OF T EMECULA Contractor HORIZONTAL P ns Prep ed er The Supervision Of pa, ACCEPTED BY: DATE: TRACT NO . 24185-2 CID SEE ABOVE AS SHOWN tai No.43090 or- 4 . -A a t e: ZI DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER Inspector Up. 3/31-04 if PRECISE GRAD I NG PLAN RONALD J. PARKS VERTICAL C1 V I\. MICHAEL k TY lF 309 IN -31-04 CD Date Completed N/A or cl, R.C.E. No. 4 Expires 3 R.C.E. No. 19744 Expires 9-30-01 LOTS 101 - 106 SHEET OF 4 A3 kl� • 10 107 10 E NG