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HomeMy WebLinkAboutLot 1, 5-33, 53-58 - Precise Grading LEGEND HIGH MINT PROJECT SITE PAD ELEV.-0.3'MDV. -011- A 0000,00 TOP OF CURB T.C. ? A z FLOW LINE F.L. � � Ra 15'TYP. 15'TYP, HIGH POINT H.P. I I R A C N 2 84 5, (EXCEPT D 5, 5, B (EXCEPT C 5, C D MERE HIRE S FINISHED GRADE FIG. MIN NOTED) MIN MIN NOTED) MIN HQ 9 �` FINISHED SURFACE F.S. [R F C I S E A D I N G LAN PAD PAD z P1 I ASE 7 ) L 11 F S ) TOP OF SLOPE T.S. ? FF z �z, FF b 33 & b 3 b 8 VIA RAMI N _ PAUBA N GARAGE FLOOR GF 0000.0In IN CITY OF TEMECULA cl- w PAD ELEVATION PE 0000.0o _ - gp��IAC� zIII ROAD FINISHED FLOOR FE 0000.0 �� MqX z Mqx RNSTATE OF CALIFORNIA � g MO WATER SERVICE W �FFN9 SEWER SERVICE S TYPICAL SIDE YARD DRAINAGE � PID P1Ga AIR RELEASE VALVE C=1 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGERD CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. LEENA FIRE HYDRANT `d R� HWY. 19 DRIVEWAY SEE ST. IMP.PLANS FOR IMP. WITHIN R W TO SAN DIEGO STREET LIGHT 10R/W PROJECT SITE6 ' 4' INSTALL 4" ROUND cVICINITY MAP SLOPE I GRATE q,Q SIDEWALK 3' PVC qy NOT TO SCALE EXTRA DEPTH FOOTING INVERT OF PIPE 2" 4" P.V.C. ABNEE GUTTER FLOW , � °` GRADING NOTES RETAINING WALL S INDICATES AMOUNT OF XX LF \\ I _� ,4 DF ��- 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, EXTRA DEPTH FOOTINGP.V.C. 1X 4x4 x4 P.V.C. TEE � V� � CHAPTER 33, AS AMENDED BY ORDINANCE 93-04, CURB GUTTER 3" P.V.C. (SCH. 40) �' y 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. ACCESS RAMP `� " i ! ' 4 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND SHALL BE (OR ALT. 3" A.B.S. SDR.-35) 3 3 CONSTRUCTED A MINIMUM OF 2' FROM TOPS OF CUT OR FILL SLOPES, CURB OUTLET 4 LOT NUMBER OX ¢ i 1 c� { 3, MAXIMUM CUT OR FILL SLOPES = 2.1, CL j`1� ' I CONNECTION DETAIL I i {181 't a- 4. PROVIDE 5' WIDE BY 1' HIGH BERM ❑R EQUIVALENT ALONG THE TOP OF ALL INDICATES MODEL , i � M PER CITY OF TEMECULA STD, DWG. N❑, 303 115 ! i { i v FILL SLOPES OVER 5' HIGH. O i t UNIT TYPE 4 10' OR 12' D (ENCROACHMENT PERMIT REQUIRED) ! 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT B U 6 6' ¢ S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY INDICATES ELEVATION51 48" 16" o i i �� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS MIN. TYP. W J WATER BLOW-OFF cd Q v \� ! OVER 1' DEEP, I01 Q 12' MIN, ABOVE PAD ELEV, m THIS LOT REQUIRES A BACKWATER VALVE L` �, + { RSP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA MAILBOX 12 MIN. CLR. � 1 ENGINEERING DEPARTMENT WRITTEN CERTIEICATI❑N OF C❑MPLETI❑N OF ROUGH PER SECT, 409 OF U.P.C. PER APPROVED (TYP. ) (FACE OF CURB TO OF POST) z zo GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO WATER AND SEWER PLANS. ( SEE INDEX MAP ) OR (6" BACK OF CURB TO OF POST) ROUND OFF TOP O ca ' j ISSUANCE OF THE BUILDING PERMIT, CERTIEICATI❑N SHALL BE TO LINE, ow GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES, P/L 415 L INDICATES NONSTANDARD GARAGE 7. PR❑VIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG I P.C.C. MIN, TOP OF CUT SLOPES, '% ��' ;>�% %%s; � � FLOOR ELEVATION - SEE PLANS % ''�,. SIDEWALK CURB Sc ,r 'rrr;f GUTTER FAVARA ,y 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN MAILBOX LOCATIONONE FOOT, A L NO . 1SECTION — 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS ❑F 5' MIN, P/L 5' MIN, DET I A A THE PRELIMINARY SOILS INVESTIGATION AND LETTER OF UPDATE BY: 6' MIN, 6 MIN. 3' MIN, 1' 1' 3' MIN, N.T.S. FOR REAR YARD SLOPES GREATER DF PpRroCONVERSE CONSULTANTS DATED- JANUARY 7, 1999. MUDSILL MIN. MIN, MUDSILL THAN 5' IN VERTICAL HEIGHT TW❑ SETS OF THE FINAL C❑MPACTI❑N REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN REC❑M- 62.00 MENDATI❑NS AND CERTIEICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM-- •- :�• _ .d: ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REP❑RT, 52.00' 54.00' 10, THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 12' MIN, 12' MIN. INDEX MAP DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 2% MIN, 2=1 MAX. 6' TYP, 2% MIN, SCALE 1" = 200' TI❑N MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTI❑N FOR 21% MAX, MIN. 21% MAX. EACH LOT, SECTION B _ B 11, CUT SL❑PES EQUAL T❑ ❑R GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE LOTS INCLUDED PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN, P/L EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE co 3' MIN, 1' r. SECTION 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTION, MUDSILL MIN. 6' MIN, c0 12, DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS, `n A 'n CONSTRUCTION N0TES & QUANTITY ESTIMATE 13, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT 2 • :-0 1 LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET, A N❑, ITEM QUANTITY UNIT • A 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 12' MIN. 211 MAX. (D LT GRADING (36 LOTS x 15 C,Y./L❑T) 540 C.Y. PAD ELEVATIONS WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IE AN ELEVA- • 6" MIN. TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 2/. MIN, DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, o 21% MAX, 0 15. EROSIONCONTROL: DE PES SHALL BE ED WITH ROSEA ICE III SECTI❑ N C C PLANT AT 12' ONCENTERS OROTHER APPROVED GROUND COVER, SLOPES OVER e, VIN�OOTPRINT DIMENSIONS TED00 WITHRTICAL HEIGHT, APPR❑VEDTREES, ADDITION TO T❑RGCOMBDINATIONR� SHALL BE PLAN- TYPICAL OERALLTHEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- o SCALE: 1' = 20' TI❑NS, 15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U,B,C, CHAPTER 10,R, Under round Service Alert BENCH MARK o 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR a Robert Beim Filliam Frost do Associates COUNTY OF RIVERSIDE BA NO, T-29-81 TO COMMENCEMENT OF ANY C❑NSTRUCTI❑N/GRADING, � PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS 2 112' BRASS DISC IN CONC CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER 27���, S1. ����� 991 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ►- �6-804 FAX sos 676-7240 92591AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CDR- CALL TOLL FREE (9�) fi 2 ) TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. WOODSIDE CHANTEMAR, INC. RECTION OF ERRORS OR ❑MISSI❑NS DISCOVERED DURING CONSTRUCTION, UPON = 1-800-422-4133CANER OF THE INTERSECTION 1' E. OF 1' CHAINLINK FENCE, 21' x 16' A CALIFORNIA CORPORATION REQUEST, THE APPROPRIATE PLAN REVISI❑NS SHALL BE PROMPTLY SUBMITTED � 23121 ANTONIO PARKWAY TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, AROUND SO, CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CINTERLINESUITE 120 U W OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' V. OF MONUMENT, RANCHO SANTA MARGARITA, D�' Z Z D G RLD99- 109GRTIDO WORKING DAYS BEFORE YOU DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 CA. 92688 I !. a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESSIp DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE Q� N'1l CW CW MT RECOMMENDED BY: DATE: CITY 0 TEMECULA DEPARTMENT of PUBLIC WORKS � 11'Z C W Q/-I�I N-6 Iw12000zT TYA��f O I HORIZONTAL ���' �� ` A ryl� �y - P 1 ns a Under The Supervision v i s i on Of / Contractor TV trt LOTS / ro 9�3 �s /9 zv � � �� � P P r S �• q T TRACT NO 24184rn Q -� ACCEPTED BY: DATE: SEE ABOVE AS SHOWN No.43090 Date: DEPUTY D I R. OF PUBLIC WORKS, FOR CITY ENG I NEER PRECISE E C I S E GRADING PLAN Inspector EP ��31. aa RONALD lf oJ. PARKS MICHAEL A. MAN VERTICAL CIV1V ar' ............ .. LOTS l p 5_ 33 & 53- 58 Date Completed e � 43090 3-31-00 19744 9-30-01 N/A OF CA� R.C.E. No. Ex ires R.C.E. No. Ex a TITLE SHEET SHEET 'I OF i PE 1175 •2 22 64.52- Q), 52Q)- � 23 5,3 • FG 13 83 2 �.', �� ,\'�� �s• � 7 1173.2 z ,tiy o� 4,64 , %K tK ^� 1 .0% MIN. °j S• O� SDG3 0 � 3.814 w 1 .OX MIN. 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' r N F-. o z �ij 7 A • ^� cv � 7 � F 69. 1 . •� 13 •O� � .�0 0 , q �Q FF 11 - rS F a2 " 14 PE 1170.0 70. 7 0 W ail z� 0 73 1 •0� b4, -i 1 81.21 , F-G " 14 69 • 70.0 " FF 116 7.S o o FG o s PE 11 1 0 coop• N� 70.0 66.8 o 20 0 20 40 60 ,.- w .- � F 1 00 i G 84.6 -0% MIN. _ Of GRAPHIC SCALE FG OPEN SPACE ,� 66.8 LO G Q PZ 00 O 1.0 N z � N � O MIN w 10 cli3 o ss. o Under round Service Alert BENCH MARK FG '�• 90.00 Robert Bei?; Filliarm Prost do Associates COUNTY OF RIVERSIDE BA NO, T-29-81 ro F• M ® PROFESSIONAL ENGINEERS, PLANERS E SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER 27555 YIEZ ROAD, STE. 4ODeTEtrEUA CA. 92591 AND RANCHO CALIFORNIA ROAD, 1.8 MILES NE, ON RANCHO CALIFORNIA ROAD 1 $ CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 WOODS I DE CHANTEMAR, INC. Q 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINLINK FENCE, 21' x 16' 23121 CALIFORNIA ANTONIO CPARKWAY CORPORATION AROUND SO, CALIF, GAS VALVES, 40' N. OF P.P. (NO.1) 94' N. OF THE CENTERLINE- SUITE 120 W OF RANCHO CALIFORNIA ROAD, FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128,410 CA. 92688LD99- 109GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKSCALE Q�OFESSIpN DESIGNED BY DRAWN BY CHECKED BY Drawing No. �� CW CW MT RECOMMENDED BY: DATE. C I TY O TEMECULA DEPARTMENT of PUBLIC WORKS Contractor HORIZONTAL Plans Pr par Under The Supervision Of g �y s ACCEPTED BY: DATE: $�� q '' TRACT NO . 24184 p SEE ABOVE AS SHOWN No.43090 2 DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER PRECISE E C I S E GRADING PLAN Inspector Date: p rXP. 3/3�-°° RONALD J. PARKS ".'.., `"'`.` i rr� .�_r.rrx. MICHAEL A. T AN A' Y' A'.ca'i.a' o VERTICAL 'ft C I Y l ��! = I _ p� _ a Date Completed E0� 43090 3-31-00 19744 -30- Orrf ::. eg::: LOTS 27 3 3 & 5 3 5 8 OF OA`1 R.C.E. No. Expires R.C.E. No. Expires 9 01 c, N/A SHEET 2 OF cj � I MATCH LINE SEE SHEET 2 MATCH LINE SEE SHEET 4 FAVARA DRIVE X""t I k 8" SEWER �. 19 20 21 22 0 I } 24 Y C n 3M 0 a 0.8% " � � '? � . O m N � 8" G.V. 'S a�o � % 00 8 G.V. I � � N M � . � w LO °° 001-to Opp 0 _j .oef 8" WATER �O , N O� + J + J rod N ^�O N ^ W J. J co + J 1 V r- I r M 'V r N U N U � U � U Nv G 1 A /AR �G `14U '<<' ►� fi" F.H. V) h O ti•� � 1" AV/AR 8" F.H. �� 'Iry �� �`� �o� •� R/W G' F F LL,I o 72.00' 6�` • N 2.00' 58.01 ' 13.99 �o �� w FS '� „7� '`? �� �o F� oho - rn 00 rn ro - o rn 63. 65.5 65.6 ' Ln err 66.6 01 66. n 7.4 z 3.6 F 5 t FG FG 7 `°66 1 t FG FG FG 67. �--� FG FG 8 GF 1163. GF 1167.6 64 GF 1 166. 1 F 1 166.3 FG 13 6S GF 1167.3 20 GF roil. '`�L 4 u_ p '�L •6 �,. GF 163.8 ��.LL J o 1 �J z� GF ph•v J o 1 of 1167.6 of o AR �O 1166.3 o AR 0 o �-- 0 (0 o coo 3 Q ED \ A � LL_ :zl- 0 L� U z ' °y R o ' L� 7 z z Nz 3 Q O o N 3 0 M ON Q LO O ON Ell � 0 A O T1_ N R rn FF 1166.6 1_: FF 1167.8 0 FF 1168. 1 0 FF 1164.3 PE 1165.9 FF 1166.8 PE 1167. 1 PE 1167.4 3 PE 1163.6 z PE 1166. 1 Z , X 13' '2 11 ' 11 t � 67.4 • 63. 0 6' 66. 1 66. 1 7' 7.4 z FG a in G 65.9 FG o z FG LO be - 67 1 FG 0 FG 1o z FG '�- N g o FG N I �- 00 + +i N 5.9 N 0' 1 .0% MIN. -H-� 67. 10 0 1 .0% MIN. r°�"� 00 ►� FG Ori �- FG r rri pR 1 . 5' 1 ' `� '� � N � o toh'Q O� MSN N 0� MZN 75.26 1 . `Z` ti co�;`h %K'� f- O O��h 2.06' �o� 73.46' 35 r° G' 77.01 ' �Oh� 72.06' o�O h QO h QCa h �C� h QCT h QCa U) W F---i R/W 1 ht` h�,`C> 0 LO 00 DE PORTOLA ROAD E 0 PO LO 309 310 311 312 313 314 N O Underground Service Alert BENCH MARK M Robert Bein,, Filliam Frost & Associates COUNTY I RIVERSIDE B,M, NO. T-29-81 PO PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN Com, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. OWNER/DEVELOPER 27555 YNEZ ROAD, STE. 400•TE1EC1)LA CA. 92591 w CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 AND RANCHO CALIFORNIA ROAD, 1,8 MILES N.E. ON RANCHO CALIFORNIA ROAD W TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N.V. WOODS I DE CHANTEMAR, INC. 2D 0 20 40 60 = 1-800-422--4133 A CALIFORNIA CORPORATION CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINLIW FENCE, 21' x 16' 23121 ANTONIO PARKWAY w AROUND SO, CALIF. GAS VALVES, 40' N. OF P.P. (NO.#) 94' N. OF THE CENTERLINEU SUITE 120 GR PHIC SCALE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W, OF MONUMENT, RANCHO SANTA MARGARITA, TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9-13-82 ELEV, 1128,410 CA. 92688 LD99-220GR LD99 109GR 3 ACC'D BENCH MARK CESS DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE p ja Drawing No. �, SCALE Q� ��! CW MT RECOMMENDED BY: DATE: CITY OF T IMPARTMENT of PUBLIC WORKS 11Z23/99 CW 1 CHANGE PRODUCT TYPE 3 TO 2 LOTS 1,6,9,13,15,19 ti ��� �F,�, A• jy �. CWqt HORIZONTAL .`� �� !� P I ns epa Under The Supervision Of a Contractor & 20 '� TRACT N O . 2 418 4 ACCEPTED BY: DATE: Q SEE ABOVE AS SHOWN � No.43090 Date: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER Exp. 3/31-00 RONALD J. PARKS .A .a.,.� PRECISE GRADING PLAN a Inspector M I CHA L A0090 LAN VERTICAL l C A'• A':.A':.A' s .`.:. �...: LOTS 1 5-8 a �l v 0�� 3-31-00 19744 9-30-01 f''f ::�9e�:�Date Completed N/AOF Ok`1F R.C.E. No. Expires R.C.E. No. Expires �,,,�, SHEET 3 OF 5 i � r r U'- 17 / PE 1169.7 / P '�s 41 �1N / aj •o� 4j J _l W Un (50 JK 74.0 FL >> .2, •v�, �s s F1 8 / �c 7 �y•�,ti� PE 1169.3 /\ W O �s ,�• '>> 2 c 13 » 44.86' �` .,�' 8 �S 2 w �'5 �o� 7 .6 ' 1 AV/AR �2 g D o IG LO �0 72.7 v 72.60 ' �c 16. 58 X�0 �� FS 72.0 / FL 73.31 5 0� ►°�' RIM a� Q' s $ p1�F`f 71 .7 C. • /� �- FS 19 74.2 PE 1168.5 / .� c r'• �• \ • 52 27. , 73.61 � �^ MATCH LINE SEE SHEET 5 3r FS Off° ,�. ►� ►� Q, 6" F N� _ o o, ro S 9g 1 � g o 2.5 T1 . CG � COURT � •� -9 •A `l v ,,,,, _ 8 SEWER 00// 0 17 0 74.9 G' C, s •�9 �� • �� '1��5 N .2 FS / N N o 1 0 folk Go HP r' to ro• CV �"3 ccs N� °i (O " . (0,� ,��• �� GF 1174 F 74. ^) 1 k •� ^ v �"'~� - . co I „ ro0 ��,8, WATER O"�° 5 co FS, c� cno co -7,3.,5- 74.3 7Z.$ F F.2 co 57 1 ,�C, C) ►�• FLFG Gg 8 G co �_ •81 6°� �$ ,c•`S 2 F\''� GF ��r�• F 6$�$ ;50 '1�` 6" F.H. R W ti .4 F_NNo FS fi8.5Q ae 12 9' O 54.95 W z • G 23 1 F ao `y in '� 0) W CIV (0 -C3 00 00 9.0 LP 0 �� o 2•� FG 99 FG (069. �G o 1 p 1175.0 co � � G2' FG O 2 1174 0 eco �o Oo�• 1 .I U_ W 1171 .0 W .-o V) Np F o z Gr 3 1 W �e 4 F. o ` , Z 41 -H o ? FG PE 117J-9 z o AR z h--� 60 cy 117 0 ►-, 0 1 ^ IA! J 1.ox 3'2 VV � 0 �z A cam•, � MIN• 73 2 0 .� 25 o 0 o: 86,,3;7' ~� '� FG o Efl o FF 1171 .5 `O U E 43.31P � ^ r p z 10•� PE 1170.8 FF 1169.9 0 .-- N PE 1 180.3 c •0-� j N PE 1169.2 31 N 7 7•� 70.8 1 ,�Q o 3. 13 3' PE 1177.7 ''� 7FG 0 70 5.99 FG w • •2 PZ''I C14 FG 6 9.2 I o 30 cn '- ,-H FG K O O ? 1 , o PE 1175. 1 _ .�� $ 1 .0� MIN N o �` N _ 69. I 20 0 20 40 60 � S �.58' g �, 1.0� MIN• 0 FG v Under round Service Alert BENCH MARK 0 82.9 e U-) GRAPHIC SCALE 14bbert Bein,, Filli am Fmst & Associates COUNTY OF RIVERSIDE B.M. NO. T-z 9-81 PE 1172.0 PROFESSIONAL ENGINEERS, PLANERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FRIM THE INTERSECTION IF FRONT ST. -- - - "' 2M YU R' STE. 4M*TMUA CA' 92591 AND RANCH[] CALIFORNIA ROAD, 1,8 MILES N.E. ON RANCHO CALIFORNIA ROAD OWNER/DEVELOPER wCALL TOLL FREE (909) 676--8042 FAX (909) 676-7240 WOODS I DE CHANTEMAR, INC. 28 Q 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N,W. F2_7] = CORNER OF THE INTERSECTION 1' E, OF A 7' CHAINLIW FENCE, 21' x 16' A CALIFORNIA CORPORATION PE 1169.3 AROUND SO, CALIF. GAS VALVES, 40' N. IF P.P. (NO.#) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY PE 1166.4 Cn SUITE 120 Uj Uj OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, RANCHO SANTA MARGARITA, a Two WORKING DAYS BEFORE You DIG ADJ. DATE: 9-13-82 ELEV. 1128.410 CA. 92688 LD99- 109GR 3 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE SSJ0* DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0)CW CW MT RECOMMENDED BY: DATE: CITY 0 TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL .`�� �c� y��' �� PI s Prepare nder The Supervision Of SEE ABOVE SHOWN W No.43090 y r ' ACCEPTED BY: DATE: �'/� q TRACT N 0 . 2 418 4 Q AS Q 4 Inspector Exp_ 3/31--00 Date: 8 S DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER :.... PRECISE GRADING PLAN RONALD J. PARKS MICHA L A. M'AN LOTS 20-26 a VERTICAL 'ft �1 Y l�- �� ^� � � � Date Completed 7F Eos 4 0 3-31-00 - �`'f�r 198 N/A OF CA`% R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30 01 ... / SHEET 4 of 5 1 r2 F211 �s s PE 1175. 1 4 MATCH LINE SEE SHEET 4 ILI tK 0 N cc� �• r 1 FG r / PE 1173. .0% MIN.5 Q1 .� %n � 70 G3 I �6 -'rM1N 70 G / N 6g 39, � � .0� 0 6 FG 8 FNINO ro G� cT 30. 16 1171 .0 0 ry -- 69.7 ae z PE 1170.3 z "°-$ r29 �• MIN. 6� FG N � � �fN 761 1 .0% MIN. 0 ,� �o 1 .096 M I ? ae 0 16 Pp z c . I 0 z 69.3 ,- 1 � 8.5 69.3 o N FG 10.3 0 V ,- 6 .4 68.5 civ FG FG FF 1170 r A ti� ,� �ONO ,_• FG 5 PE 1169.7 A FF 1170.0 .n �' o r�j>> cr v 6 1169.2 z 9 I FF � PE 1169.3 u- 1170.5 o, , 5 2 z GF 1170.5 1 PE 1168. M 0 N GF o ? CE 0.3 1 , z 0. 69 .0 rs 5 1r° 30 � 19 o �. FG ,ten FG FL,GB 1 BW 3 J0 1 �J 1 •� .. . , 0 r- o 0 0' 0 0 00 r� I 3 r A cv AR 8 r `aa t0 co roil• 0C] c•� A row•, ro�Cad .9 '- '��° W I rn cow d, 1 69.5 F GF 1169 69 . ,� �•� �� [� 9 •72 O p°b J tr 1168.7 5 69 .3 F �` A'0 �o°' `S °' a► `n GF r' 1 f GF 1169• 10.3 FG rod c' 68. 7 �, 69 '5 9 .3 GF 1168.7 ago eb�1 e 68.5 9 FG 69 ' S -� ae FG `b C� a, `�c3` ,5 Go ,�0 15.9 $ .�• Y�; r•°-� �c 1 •°% MIN. W A G N 0 I Q h W 6' ° 00 ao �� r�r N rod �� 26 ' ry 30.74 }. . • 6' 1 (n I � o %0 '< .>� 6 G'44.64' R W p� ��` Q .,.r V 1 ' AV/A z I S 67.63 �"� • � ��'p . 30 1 v � �W 0 67.6 - 116 8.70 w DRIVENU v.o v TC AD MIN 0 V 1 `o -35r L. 2 .7 o s pwY o � �FAR 8 SEWER 40W (b /-/ 00 .---�, I J` - cv + J N 1 . 12% �,' co -� _, 2X M r v I"" + WN U o �o amp-mopry n 1y 68. _, s 24 N U ,� LU r �o � C'N U 1 .0% U p r c0monL 0-w-wo �+ s N- 0 1 7 • WATER L �` � rp'��! Q� �.. 1r I ' N U N V ��. N N co � .�, I ° � ' M. U � " � rO��� 68 69 6" F.H. °' . 7 ror°�`� R W ,� 49.68 - 3 69 , So FS �L vV v r- 44. 11 �� 25.69 �� 00 o ao ae °°�� -�0. ^. _ •"' FG ,. 39 )9, S> 1 .0 MIN 68.47' ^ �� ' 1.0� N N N 59. N r 20.30' �• •82, ao � coo�` .`�` oo b 00 ,y jN. Ln ao FG 13 8.4 6 r N � .� 68.3 9.2 GF 1169 .5 G 6 .2 FG 't FG 31 F ,x-10 - 68.3 g•a FG �� GF '� r t GF 1 168.5 '� GF 1 169.0 6�, GF 6' FG o� r8'69 10 �� FG v � •E ro � �• 1169.5 °' �r v� GF 1170.3 C� oo A No or4:E3 N� A 0 A 10 3 BW o 8 10 z 11 0 0 t PE 1167.4 AR `O o r 0 "o FT IQ Q NN z .o z z ae � FF 1170 12 P F c a► z 9 RM 0PE9.3 0 V_ 0 0 0 0 13' FF 1170.8 r FF 1169.0 PE 1170. 1 25'f- 69. PE 1168.3 ,t 69 .3 z FG FG 12 FG - :2o N�ZN• N z� 68.3 Z 68. z �- N N �1' E 20 0 20 40 60 FG M Ln FG 68.8 7' 6' N r FG 68. +' 1 .0% MIN. z N N - 7 91- 0. 1 � 7' a 0 N''11110 FG ,cO� FG r� GRAPHIC SCALE "� 1 .0�MIN. 1 .0% MIN. 1,°T M �- © N 7061 �p 6� a, p' O MIN. r- N o F 44 � row 75.29' o ,�c.� 68 6 cv o p.5 1 .0'' MIN. o" rn 74.69' N r �c' 37.91 ' ,ri 35.229 ,`G' ;n N p Underground Service Alert BENCH MARK V10-95fi2•80' o n ca Robert Beim Fill iam Frost & Associates COUNTY OF RIVERSIDE BA NO, T-29-81 2: 1 SLOPE ., PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS 2 112' BRASS DISC IN CONC, CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST, OWNER/DEVELOPER i 27555 YNEZ 400*TBEW CA' 92591 AND RANCHO CALIFORNIA ROAD, IS MILES N.E. ON RANCHO CALIFORNIA ROAD w CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 WOODS I DE CHANTEMAR, INC. a 1-800-422-4133 TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,IN THE N,W, CORNER OF THE INTERSECTION 1' E. OF A 7' CHAINLINK FENCE, 21' x 16' A CAL I FORN I A CORPORATION w AROUND SO. CALIF. GAS VALVES, 40' N. OF P,P, (NO.#) 94' N. OF THE CENTERLINE 23121 ANTONIO PARKWAY Ln SUITE 120 Uj Uj OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' W, OF MONUMENT, RANCHO SANTA MARGARITA, a TWO WORKING DAYS BEFORE YOU DIG ADJ, DATE: 9-13-82 ELEV, 1128.410 CA. 92688 Q LD99-220GR LD99- 109GR , CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�O�ESSfo DESIGNED BY DRAWN BY CHECKED BY Drawing No. p CW CW MT RECOMMENDED BY: DATE: C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS Cn M 11/23/991CW 1 CHANGE PRODUCT TYPE 3 TO 2 LOTS 1,6,9,13,15,19 c, ` A Contractor & 20 HORIZONTAL .�`� �c� jr(01 �y� PI a P e ared Under The Supervision Of _ _ ACCEPTED BY: DATE: TRACT N 0 . 24184 �• y r Q SEE ABOVE AS SHOWN 5 Inspector Exp, /090 ° Date: DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER _ PRECISE GRADING PLAN RONALD J. PARKS 'A 'A'' MIC AEL TYLMAN ,:Y.,,:r. VERTICAL J' I Y l ��� a.. A,.,�Y.,A o h'. M. Date Completed t C p - - r'FR.C.E. 43090Expires3 31 00R.C.E. _ LOTS 9-`" 19 a 1F No. No. 19744 9-30 01 '''� . e9... SHEET 5 of 5 �