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HomeMy WebLinkAboutTract Map 29798-6 Lot 1-40, 45 Precise Grading GRADING NOTES � 50.0 ' O.00'" CITY OF T M LA 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 17-1 17-1 P ECI G IN PLAN PROJECT mE 1R.sir--: 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1X DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2" A5 WAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL Rm 979 =6 LOT I = 09 EXTERIOR WALLS AT NOT LESS THAN 14" PER FOOT FOR A MINIMUM OF 3 FEET. � PLAN 3 PIAN 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. MMPMK PxwV 63.67' 56.17' Law► 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR RMHOW cnefoN STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES RW REDHW PKWV GAR GAR OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. WOLF %V11" MW 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SHEET 2 SHEET 3 SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALLFILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL 1 2 3 4 5 7 8 9 10 FILLS OVER 1' DEEP. ' VICINITY MAP 50.0 50.0 INDEX MAP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA's PUBLIC WORKS • • • SCALE: 1" 200' DccoRDANCE WITH WRITTENARTMENT A THECERTIFICATION OF A PROVED GRAD NG PLANEPRIOR°To ISSUANCE OF DING IN OF THE Bun.DING 21 20 19 18 17 5 14 13 12 A 11 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. r PLAN 2 22 23 24 25 26 27 2 29 30 31 132 33 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALLFILLS GREATER THAN ONE FOOT. 66.67 PLAN 1 A T 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS of THE R RA 54.00' 6 PRELIMINARY SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC., DATED SEPTEMBER GAR 20, 2001. TWO PARTMENT WHICHTS OF LSH�P INCLUDACTION EEPORT FOUNDATION DESIGN ALL BE EMITTED TO THE 45 44 43 42 41 40 3 38 37 36 35 34 PUBLIC WORKS DE z RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE GAR L-U _ SHEE J WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. - WOLF ,' `� 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN CREEK DRIVE N. - 'IT ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION BUILDING FOOTPRINTS 9" FINISH FLOOR 2" MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. SCALE 1" - 30' 2x 2X MIN 4 MIN • • •i' �►• PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 M. ARM PAD ELM 10. CUT AND FILL SL r OPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND A 8" SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING PAQUND OFF I s' MIN. I •' •! FILL DISPOSAL THE FADING PHASE. P 2" SAND 11. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE ELLEVATI�o.2 rw. � A PAD ELEVATION-T .� ' PAD GRADE '= APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN P/L MODEL TYPE 2 ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES FOR R YARD SLOPES GREATER A s 4 11,111 MAX.' ;� - LOT NUMBER OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK THANE5�IN VERTICAL HEIGHT - ELEVATION TYPE N D A TI O N CJ N TR TION S E TION FLOW PREVENTION DEVICES PER TME U.P.C. SECTION A-A 5 55• PPEERPPUN FOOTING 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL GROUND HAS BEEN 35 F1N�FI FLOOR ELEVATION N O SCALE CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF STEEP N.T.S. PAD ELEVATION MIN. MIN. PAD ELEVATION 8 ABOVE PAD ELEVATION 3CR PAD ELEVATION *FOR SLAB CONSTRUCTION SEE ARCHITECTURAL PLANS* SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE C c s MIN. FF=1070.17 CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A z PAD=1069.50 REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE 5' MIN. PSL 5' MIN. x 4' GARAGE FLOOR ELEVATION PLACEMENT OF FILL. MUDSIL =1oM.s7 n ' MIN. ' MI ' MI ' MI B e bt LENGTH of DEEPENED x ® 9 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UPPER PA FOOTING (D.F.) ENHANCED ELEVATION ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING --�- FINISHED MUDSILL PER PLAN LINE AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 6 N. SURFACE LEGEND GRADING OPERATIONS. LOWER PAD ,om PA RETAINING WALL, F.S. FINISH SURFACE Q SHEET NO. b 1 WHEN REQUIRED. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. . 6"MIN. A. _ R� BY SEPARATE PERMIT T.C. TOP � CURB 2�• PAD ELEVATION STABILITY CALCULATIONS WITH A FACTOR-OF--SAFETY OF AT LEAST ONE AND 2% MIN. . 21% MAX. 6"MIN. F.L. FLOW UNE ELEVATION --- • ;r,= TRACT BOUNDARY FIVE-TENTHS (1.5) SHALL BE SUBMITTED Tn THE PUBLIC WORKS DEPARTMENT BY A I x RIGHT--OF-WAY INV. INVERT REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND 5LOPE 1 x "I A IDE YAR DRAi N AG so.5c' FDAYLIGHTLINE FILL SLOPES OVER 30' IN VERTICAL HEIGHT. SECTION B-B VARIES TYPIC L culla F.F. FINISH FLOOR1 MAX. N.T.S. RETAINING WALL N.T.S. G.F. GARAGE FLOOR DEEPENED FOOTING 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 1234.0 SURFACE DRAIN OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE TYPICAL .-LOT EXISTING CONTOURS ELEVATION (NTH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH N.T.S. F.L FLOW UNE ELEVATION RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE PL PROPOSED CONTOURS G.B. GRADE BREAK THE ADJACENT GROUND SHALL BE GIVEN. MIN. 5 MIN. DETAIL NUMB STREET LIGHT 3 SHEET DETAIL SHOWN 17. EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS 3' MIN. 2 MIN. 2 MIN. 3 MIN. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL FIRE HYDRANTENHANCED REAR ORDINANCE NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ER T.W. TOP of WALL ELEVATION ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. T.F. TOP OF FOOTING SR ENHANCED SIDE RIGHT ELEVATION 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ENHANCED SIDE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FOOTING TO BE DEEPENED-) EEPENED _ SL LEFT ELEVATION UPPER PAD F.F. ELEV. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 'S p COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LOWER PAD VARIES, fi" MIN. TO O• � • 20 O O� . , t s" + EXTRA DEPTH FOOTING N 0 TI C TO CONTRACTOR 20. � �r1• PER PLAN, MAX. LENGTH OF THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR T�0 ANY WORK WITHIN A y 2X�ivf- M �. PAD ELEV. DEEPENED FOOTING (D.F.) PUBLIC RIGHT-OF-WAY. / xCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR2 ?r ,�� " Joe SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE � 12 MIN. OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FOR THE CORRECTION OF . T M A APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY SLOPE VARIES 2:1 MAX. AND NOT BE UNITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE SECTION C-C DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER N.T.S. AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF FOR REVIEW AND APPROVAL. NOTE: THE EXPOSED PORTION OF THE DEEPENED FOOTING WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE SHALL BE FORMED. OF THE OWNER OR ENGINEER. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF TYP. EXTRA DEPTH FOOTING PLAN STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE I N.T.S. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. TIES L ALL UNDERGROUND ONLITHE R°EECSTRUCTURES RDS EXAM NED PAR INDICATED WITH TR EIR OTHERS NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 SOILS ENGINEER OWNER &EVELOPER CUT FILL AND EXCAVATION 1050 C.Y. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME UABIUTY AND PACIFIC SOILS ENGINEERING INC. STANDARD PACIFIC HOMES Service Alert EMBANKMENT 1050C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 7715 CONVOY COURT 255 EAST RINCON ST. UndergroundOF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SAN DIEGO, CA. 92111 S.200 CORONA CA 92879 SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 858-560-1713 951--372-8500 Ca& TOLL FREE SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 858-560--0380 FAX DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES OR STRUCTURES SHOWN AND BASIS OF B N G 1--800 IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF 1 EARINGS IS THE CENTERLINE OF PAL.A ROAD 227-2600 TOTALS 1050 C.Y. 1050 C.Y. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"WLD05-038GR CONCERNED BEFORE STARTING WORK. Yrlo aowcll� or►� walla tivu as DATE Y REVISIONS DATE ACC'D BENCHMARK ao�ESs,orrHall & Foreman, Inc. RECOMMENDED BY: DATE: 4 d DrawingNo. CONSTRUCTION RECORD B SALE Q DEPARTMENT OF PUBLIC WORKS Engineering-Surveying-Manning-Landscape CITY OF TEMECULA RIVERSIDE COUNTY 600-62-69 1970 t � CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL =a '3 IIIr1. �'` a+M. T«"..d.' c.. so_ /18 oSh NO. 16526 = W 90. Eli-4M rw.we IM- m ACCEPTED 8Y:_ DAA= PRECISE GRADING PLAN STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD r'' PREPARED BY' J. PARKS ALD INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE ASSHOWN -� DEPUTY DIRECTOR OF PUBLIC WORKS .• TRACT 29798-6, LOTS 1-409 45 PAVED ROAD 5' N.W. OF TEL POLE NO. 6295, C.W.T. 3' �► � -3A0 ' • VOWAL �� . =. .. AREA 1E PHASE 4 & BUILD OUT S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 1 of F a�` FRES W. DOERG DA�:/ s- 744 •{• 11 TLE SHEET SH T. 1 OF 5 DATE COMPLE ���� R.C.E. Me. 16526 EXP. R.C.E. No. 19 _ J.N. 34001 3401 EPH401 03/30/05 0' 20' two so' SCALE: 1 " = 20' � I � TR 2979e-1 o ► 104 . 8 A PAD 1052.2 PAD 1052.5 PAD 1052.8 7 PAD 1x53.2 6 T C. PAD 1051 .8 � � 9 8 63.93 66.50' 66.50' 66.50' fi5.86' 2,57 0 0 1051.3 3 a 1051.6 1052.0 1050.6 H.P. 2 Ln 4, 5 'i 6 • H.P. ori H.P. ori H.P. Ui - H.P. O H.P. 1.0 MIN. 1.0% MIN. 1.OX MIN. 1.OX MIN. O 1.0% MIN. 1.0% MIN. 0 1.01f*' MIN. 1.0% MIN. V- 1.0% 1.0 MIN. 1.0% MIN. '- ------ z 50.2 50.5 - N _ N - 50.5 _N - 50.9 51.2 ^' 51.2 -N-LC 51.6 co z o F.L. F.L. ? F.L. ❑ F.L. F.L. ?y F.L. 5 1.6 ? F.L. / 50.97 ® ® ® ®® F.L. ® F.G. / - J 51.27 51.27 51.67 51.97 51.97 F.G. F.G. 52.37 F.G. F.G. F.G. 50.1 0,1 50.7 F.G. 52.37 / F.L. .F. F.L. PLAN F.G. 50.97 PLAN z PLAN Z z 4B z z z _ Z z / Z F.G. 1 BR z 3A F Gs7 PLAN F.F. 11052.47 PLAN 1 1 4 o F.F,�1 1 .7 7 o 2CR o0 0 0 F.F. 05 . 7 o o PAD 1051 .8 �C- CO . 0 PAD 1050.8 0 V. F.F. 1052.17 � � I o.3 JPAD 1 51 .1r 0.00.0 100.4 PAD 10 � 0.08 F 0.4 F.F. 152.87 w I D.F. D.F. I .F. 0.0 D.F. I D.F. PAD I 1052.2 c� 1048. 50.84 0.2 1 .F. 0.2 15 JLA 0.0 0 T l F.G. D.F. 12 I 7 0.0 0.0 o.2 D.F. 9 7 I 12 " _ 12 0.2 .F. D.F. D 51.97 G.F.=105 �- -� 49.6 50.97 -F• JGX.=1051. 7 51.20 D.F. D.F. = 52.30 F.G. G.F.=1050.9 51.15 F.G. 5Q G.F.=1051.6 G.F. 1051.9 F.G. F.G. 0.2 1. 49 9 F. 0.5 F.G. 50.6 0.1 D.F. F. N , / �• 49.6 D.F. 0' 16 7.2X F'G'50. .L. G.B. .L. G.B. D.F. 51.0 6 F.L. D.F. 1048.0 1 48.90 K ' ��' K 9.8 51.51 49.60 K � s Cb 49.87 'L 50.9T.C. T11 L/55. .S. C4 F.S '►�- •S� .L. G. F.G. 1.4X F.S. c' 49.68 �'; 49.7 F.S. •5 .L. G.B. 1• 50.37 �1 .5 F. ��• 95' rn 1.4% o� , 4X a0 F.S. �! R , 0.17 66.50 F.S. F.S. 0 9 49.1810 J L� , F.S. _F,. elk. F.S. _______ _ a 1 48.38 Q ! yp ;� _ C. 11048-81 10 9.15 SEWER 1049.50 10 9.85 1050.19 Z 1048.5 T.C. -� T. T.C. - T. T.C. L0 qt 00. 12 -* 13 J 14 ---- _ - - - - - - - - - - W 4 .32 -� n I 104 .38 .0 _ 7 r- WATER to 0T o r F.L. _-��_r-v o ac -i or - _ T.C. U) 1047.7 v o T. . v o T. . c)❑ T.C. -0 o T. v o T.C. 1/0 h"8 Cs FH. LTJ •C• 48.65F1 Uj Cb F.S. 0 8.73 Asa L= 34.2 .2% .75' 49.41 �? 67.75 49.76 • _ 67. 50.47 o r: F.S. �. 48.8 49.33 `O F.S. �s 9.68 K F.S. -�� �• � F.S 1.4X .2 52.47 50.39 K F.S. •mss ry, K 7 °' 1.5x F.S. n 00 49.95 F.G. F.S. °'. 49. IR F.S. 48.9 2� F.S. 50.0 - a� 50. F.I. .B. o; F.S. .L. °0 F.S. 50.6 51.0 °' 51.1 49.6 51.37 7.0X F.L. 50.6 .L• 6.9% .L. . F.L./G. 50.29 49.6 F.G. 51.21 0.2 F.L./G.R. F.L. 5 .31 F.L. 49.9 50.4 51.94 D.F. F.G. G.F.=1050.97 5 •.97 F.L. G. G.F.=1051.37 _L• G.F.=1051.77 F.G. 52.07 G.F.=1052.4 ,' � G.F.=1050.67 F.G. / / G-./ .F. G. > F.G.54 0.4 50.8 0.2 51F.G. .2 0.2 F.G. D.F. D.F. .0 D.F. 0.0 D.F. ' D.F.2.0 0.2 0.0 .F. 0.0 0.0 i D.F. I 16 51.77 D.F. 13 10 0.1 10 F LAN 0.0 PLA Z F.G. PLA z PLA -F• PLA � - z 1 s z Z - z 2A z X�'/ z D.F. LAN z - 2 g z z F.F. 105 .17 ,� AR .F. 1051 .87 K F.F. E -_ K K 51.37 K O F.F. 1052.2 o F.F. 1052.57 • K 1052 97 � o o AD 1051 .2 � � o o �? 52.47PAD 1052.3 f !; PAD 105 .5 -�• .F. 1051 .47 F.c. PAD 1051 . PA 1051 .9 F.G. .o PAD 1050.8 50.4 l0 j F.L.� .F. FL51.77 8 . � F.L. �-� 50.67 50.67 50.97 50.97 51.37 F.G. 'F' 52.07 52.07 52.47 I ! 49.8 F.G. F.G. F.G. F.G. F.G. 50.9 F.G. • � F.L. 51.77 F.G. F.G. ► ; F.L. 4® ®® � ® ® o_ F.G. 51.0LJ Li I N- F.L.9. 50.2 - 0 50.2 0_ 50.fi N F.L. 51.3 - o_ 51.3 0 F.L. c�i F.L. N F.L. F.L. �i F.L. N� F.L. 1047. 5 1 d J ch 1.OX MIN. 1.0% MIN. o) cn rn ►1047, - 1.0% MIN. 1.OX MIN. 1.0% MIN. 1.OX MIN. 1.0% MIN. 1.0% MIN. °D 1.OX MIN. 1.0 MIN. a0 1.0% MIN. 1.0- MIN. as T• ; • 1050.3 219 0 1050.6 0 1051.0 0 1051.4 0 1051.7 0 1052.10H.P. ' H.P. 20 H.P. 919 H.P. 8 w- H.P. 7 r- H.P. 5 18.7467.75 67.75 67.75 67.75 67.75 2:1 2:1 2:1 2:1 Underground Service Alert 22 PAD 1049. 1 PAD 1049 .4 PAD 1 049 . 7 PAD 1 050. 126PAD 1050.4 PAD 1050.8 PAD 1051 . 123 24 25 27 28 Caft TOLL FM 1-800 227-2600 SEE S No . 4 LD05-038GR 10won" ws Nrw ,w � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKQaoEsso - a o Dmwin Norr Hall & Foreman, Inc. RECOMMENDED BY:scALE a Cin aF TEMECULA �BM vORKs RNERSIDE COUNTY 600-62-69 1970 En"me""g .P,�" � CONTRACTOR . BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL J6% z 4X13 Ndp Mc Oda Towne l.. Ca. MW �- 0• c► STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD NO. 1026 � �' '°' `"-"zi F"''°' "'-°"` �EPTED BY: DA PRECISE GRADING PLAN INSPECTOR ARKS FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN * DW- 6-30-05 * PREPARED BY: DEPM DIRE s •. TRACT 29798-6 PAVED ROAD 5 N.W. of TEL POLE No. 6295, c.w.T. 3 �� �� ,f � • • AREA 1 E PHASE 4 LOTS 1 -21 S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 'F vF ``��� D w. DOERGEs : .•�• •. DATE COMPLETED CA R.C.E. Ne. 16526 EXP. DATE $- R.C.E. Ng. 1971A _ EXPIRES 9ZNZO . & BUILD OUT PHASE LOTS 22-40, 45 SHT. 2 of 5 J.N. 34001 3401EP4402 03/30/05 0' 20' 40' 60' 6o' SCALE: 1 " = 20' TR 29798--10 tK 1053198 4 PAD 1053.5 PAD 1053.8 �• cJ 4 PAD 1054.8 PAD 1056.3 2 � PAD 1056.9 T.C." • I ' ' 1 � II 0 66.50' 66.50' �7 66.50 1053.0 66.75' 1053.3 Q 68.45 I ; 5 �n 1052.3 TR 29798-6 2:1 / H.P. 8 2:1 H.P. 9 2:1 10 1 I 1 o H-P- 6 I - 1 .0% MIN. 1 .0% MIN. 0 1052.7 1 .0% MIN. 1 .0% MIN 1 .0% MIN. 1 .0% MIN. I 1 ,�� 1 .0% MIN. H-P- 1 .0% MIN. LO NO ° 1054.2 1 0 0 0 53.8 H.P. 1 I t rF .9 o z ° 52.3 T 52.6 ;n o z 52.6 � 52.9 o z 52.9 F-L_ ® ® 1 1 1 . - F.L. - F.L. I I co ® `� 0 Z 53.07 F.L. N F.L. F.L. N , �, ® ®® 54.57 1 ' 52.67 ® F.G. 53.67 F.G. 13' 1 I 1 cv 53.37 53.37 F.G. I ; ' so F.G. 52.2 F.G. F.G. 0.1 F.C. 54.57 51 .7 F.L. g p 0.1 D F 8 F.G. r F.L. p 11 .F. PLAN 53.7 PLAN 1 B F.L. z 52.67 Z z 53.07 PLAN Z P LAN z z 4C z z z I ► ; ; 1 PLAN F.G. F.G. z � 3A : .F. 1055.07 1 1 3 2B ° 1CR I M V ° ° F.F. 10 4. 17 II 0 0 0 F.FLi 053.87 0 0 1054.4 0 1 I r 1 F.F. 1053. 17 F.F. 1053.5 0 PAD 1053.2 � PAD 103.5 r I I I --P 1052.5 PAD 10 0.4 0"3 8 1 ; o.o 0.0 0.0 10 D-F. 20 F 54.57 6D 1 1 15 0.0 0.0 12 I F. I 54.57 F.G. D.F. 40 F. 13 F. �2 F. 0.2 F.G. 53.0 1 0.2 F.G. 0.2 D.F. I 7 ° ° D.F. G.F.=1054.57 53.3 10531 4 D.F. D.F. G.F.=1053.37 F 53.67 53.2 ��- T.C. 1 1 F.L./G.B. JG. .=1052.67 51 .1 51 .7 53.30 F.G. F.L./C.B. G.F.=1053.07 53.25 F G G.F.=1053.67 52.52 F.L. G.B. F.L. G.B. 52.O.G. 0.2 5 .5 , 1 1 51 .2 F.G. 0.4 F.G. 52.3 F.G. �. c" D.F. 51 .9 , F.L. G.B. D.F. 51 .7 F.L. G.B. 52.3 0, '52.0822 IS ,� 50.56 52.51 L. G.B. 1 L L. G.B. F.L. G.B. F. G.B. s 0; F.S. 0 6 50.97 �° co 7.�3q 51 .68 V qt "p�° O� 51 .93 01 I , 1 ,ZDF.G. g o 0 M 50.48 F.S. 1 4% F.S. 0 51 .06 'S0 0 o0 51 .17 1 1 5qo 4.93' ° F.S. � 51 .76 �V- L=17. F.S. 49 ? 1 ' F.S. F.S. F 66.50 L=61 .86 c �' I I 2 j <01 i 1053136 1 MI O7- `�' �? 1052.42 I ► ; ; 1 z � � 10 .64 T.C. 1051 .58 0- 1 1050.19 (o 1050.53 � 1050.88 ,. 1051.22 0- • CO ' SEWER T.C. o I I 1 T.C. 000 co T.G. T.C. �' T.C. a�° 7 - - 14 �� 15 �n�� �n16 w _ o _ - - - v © _ _ U� _ _ _ - o- �o A VTEE-WIVY ' 1 1051 12 N�_ o LO WATER � ,- RIM C° � y 10 � �' T.C. 1 1 J In o T.C. un 0 1 ' .- U D 1 T.C. c) 0 T. v a T.C. _ U0 T. FH. ! 1 s .2 �'`' ► I I O � 105 .09' �..1..� �,; �, •G; - n r ^ 52.04 4.13 ^)2 79� ^�•�. T.C. 67.75 67.75 1 .09-/ 51 .17 51 -28 _ - 51 .86 �s �o F.S. �� 6 1 F.S. 50.66 1'Sg 1 .3% N F.S. ,9s ��° o F.S. 51 .36 1.6% �° 51 .77 o F.S. ° o 1 1 ai F.S. 51 .7 co o F.S. g F.S. 0 53.4 53.4 I I I 1 1 ,4 52.1G.B. I 1 F.L./G.13 51 .4 F.L. G.B 51 .7 F.L. G.B. 6.7% 53.47 52.5 52.4 F.L. G g L. G 1 ; 52.61 F.L. G.B. F.L. G.B. 53.31 F.C. F.L. G.B. 54.63 -FL, G.B. 54.77 I 1 F.G. 53.04 =1053.87 F G F.G. ' ' 53.17 G.F. G.F.=1052.77 F. G.F.=1053.47 52.0 =1054.77 F.G. I I F.G. G.F.=1053.17 0.2 F.L. G.B. 53.87 1 , 0.2F.G. D.F. 0.2 D.F. 0.2 I I D.F. D.F. 0.1 1 0.1 , 1 52.77 0.0 53.87 D.F. 10 F. 0.0 I F.G. 0.1 9 16 D.F. LAN F.G. LA z PLA � 16 D.F. LAN 9 z P � 3C--� D.F. D.F. ° Z LAN Z zB z z 2 C R z � 1 A o I 11 � 0 055.27 1 F.F. 1053.97 0 52.9 F.F. 1054.3 F. 1 0 CR o EF.F. 1051.67 0 V o F.L. 0 PA 1054.6 1 I 1 0a. 1053.27 0 PAD 1 0 PAD 1053.3 PAD 1053. . 1 II 1 A I F.G. 53.87 54.77 52.5 F.G. 53.87 3.0 54.77 F.G. 1 53.17 53.17 53.47 F.G. 52.77 52.77 F.L. F.L. F.G 1 F.G. F.G. F.G. F.G. F.G. ® o � • 54.0 1 ®® o ® ® ® o z 54.0 F.L. 52.0 o z 52.0 52.4 0 ? 52.4 52.7 0 z N F.L. I I I 1 F.L. F.L. F.L. cv � F.L. cv � I 1 cv F.L. a, a� 0 1 .0% MIN. 1 .0% IN. c.� 1 .0�" MIN. 1 .0% MIN. , 01 00 co ao 1 .0% MIN. 1 .0% MIN. °° 1 .0% MIN. 1 .0% MIN. 1053.5 °'• 1054.4 J ci ~1 1 .0%' MIN. 1 .0% MIN. d I , 16 0 1052.4 0 1052.8 1 0 1053.1 � H.P. 12 0 H.P. �' U-) 1 5 67.75' H.P. r- H.P. 14 67.7 ' H.P. 1 3 24.26. 50.89 14.23 67.75 5 11111111 -2:1 63.01 2:177 y 2:1 Underground Service Alert PAD 1052.4 o� 31 PAD 1052. 1 3 23PADI I I I 2 9 PAD 1051 .4 3 0 PAD 1051 .8 3 Can: TOLL FREE 1052.6 I I 1 1 -800 SEE SHEET No . 5 227-2600 LD05-038GR M wM DAYS BMW Y CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE QoFEssioHall & Foreman, Inc. RECOMMENDED BY: DAT DrawingNo. ° oti En** CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY 600-62-69 1970 � a CONTRACTORZ 43513 RW99 Park Draw Umocula, ca. 92590 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HoRizorrr� 0 STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD No. s5zs Pf+• 909 676-6726 Fax.909 699-Oa96 ACCEPTED BY: DAT - PRECISE GRADING P 3 AS SHOWN w EXP. 6-30-05 rn P PARED Y: RONALD J. PARKS INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE � � - PAVED ROAD 5' N.W. OF TEL. POLE NO. 6295, C.W.T. 3' s� DEPUTY DIRECTOR OF PUBLIC WORKS :•: TRACT 29798-6 S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL 'l CIV ? �. ._ _ AREA 1 E PHASE 4 LOTS 1 -21 o FRED W. DOERG DATE. DATE COMPLETED °F c���� R.C.E. No. 1 26 EXP. DATE 6--30--0 R.C.E. No. 19744 EXPIRES 9130105 ••NO & BUILD OUT PHASE LOTS 22-40t 45 SHT. 3 OF 5 J.N. 34001 3401EPH402 03/30/05 o' 20' 40' 60' so SCALE: 1 " 20' SEE SHEET No . 2 \ 219 17 18.74 20 19 18 65.07' 2:1 65.00' T. 2:1 65.00' 65.00' 65.00' 2:1 w 65.00' ! ` - o 1049.2 0 0 1049.90 0 0 2 7 - 1050.6 0 2 8 22 o 23 0 4. 1049.5 0 25 H.P. 26 1050.2 v, 1048.9 0, H.P. 2 rn °' H.P. °' H.P. o vs H.P. 1.o IN. 1.0% MIN. 0 0 1.oX MIN. 1.OX MIN. H.P. 0 1.0% MIN. 1.0% MI o o T- j rn 1.0% MIN. / 1.0% MIN. 48.8 � 1.0% MIN. 1.0% MIN. 1.0% MIN. 1.0% MIN. 50.2 ' 48.5 49.5- K 49.8 50.2 o z F.L. 1 e ; _ F.L. 48.8 o Z 49.87 K 49.1 F.L. 0 Z F.L. F.L. 50.97 ' o z_ 49.10 F.L. N 49.57 F.L. o z F.L. ® ® cv M 0 z F.G. s ® F. C 2 - 50.57 c-i m F.G. F.G. ' ® 50.27 ® N F.G. 50.97 + 0.2 N41 . 49.87 F.G. 49.7 F.G. 0.1 � � 48.4 58 G. 0.1 .F.O.7 9 .F. z 0.1 8 F.G. 49.3 F.L. 8 0.3 9 .F. i - F.L. w D.F. - Z D.F. 50.27.L. 50.57 .F , 0.0 31 49.27 32 i IZ- F.G. D. o LAN Z F.G. F.G. z D.F. PLAN Z •- PLAN PLAN � bt 4B Z 5 PLAN z z PLAN 33 0.0 z 7 z o.0 15 1 AR � 3C . o 0.0 2A 5 0.o s 1 BR .F. M K 3C D.F. o s F.F. 10 0.37 0 o D.F. D.F o 0 F.F. 1049.7 � F.F. 0.07 8 PAD 10 9.7 o oV.F. o 1051 47 F.F. 1050.77 � K 1051 .07 � F F. O 0 PAD 1050.8 0.5 ' 0.2 PAD 10 PAD 10 9.4 29 0.5 0.4 20 PAD 1050.1 PAD 1050.4 29 D.F. 49.25 .F• D.F. 0.0 49.92 30 0.0 50.65 •F i - I 15 F. 50.51 F.G. W ; 49.12 48.56 0.4 .F. F.G. 50.24 0.4 50.81 0.4 F.G. F.G. D.F. 0.4 F.G. � F.G. D.F. 0.4 D.F. ' .F.=1050. in av 48.0 p.F• .F.=1049.5 7 0.2 49.80 p•F• .F.=10 7 0.2 48.2 48.8 D.F. Qv � -L• G.F.=1049. D.F. F.G. G.F.=1049.8 D.F. G.F.=1050.5 D.F. i 1 46. 7 47. G. . 48.6 48.9 F.L. G.B. 49.3 F. G. 49.41 49.52 F.L. 6.17E 50.02 .L• 49. o G .L. a� 48.73 49.5 r 47.28 47.37 F48.1 r•S 47.82 F-G•48. F.G. r S .L. G.B �9 -7 47.20 F.S. L. F.S. .L. G.B ��+ o, 48.13 48.54 r F.S. r S F.S. 47.90 'S' •05 F.S. 0 48.62 • . 48.81 i 18 S. •�� 47.46 1•gX 48 1 4 .F. F.S. �1• s nL�65-0(:r • a, �50.01' F•S• 65.00' 65.00. FS65.00' F.S. F.S. .� Li LJ ^ f 0 L0 i i 1 4 .39 10 6.83 1047.09 10 7.43 1047.77 1048.10 1048.44 1048.78 i RI i T.G. •o T.C. •co T. �co T.C. w T.G. T.C. C14T.C. z IS* SEWER n J J BASSWO COURT I---- rn 14 15 1048.19 16 °'•co w 13 ri� RIM to T- W w --------_--- - ----; _ -----------------i-- ----------- 8 WATER_. T.c. o = .C. v v T.C. T.C. T. . T. T.C. ------- + �� ' 1FH 47.31 '� jr F.S.+FH 48.75 •G' Li •c .c •c •G, 6 .0 5 M 48.83 1 65.00 LTJ 54.06 � 5 g' (�' � K F.S. .5�. "�• 50.72 c.... ��. 47.23 47.9 rn F.G. F.S. •L• • 49.6 - rn 48.60 F.L. 6.1 X D•F.49.8 ' (N F.G. a; 48.0 i 48.0 G.F.=1049.27 F.-1050.97 0.7 0.4 D.F. D.F. 50.0 F.G. PLAN o.o PLAN z 2AR `' �i9r 1 �^ 4A • 4 ` F.F. 1051 .47 F.F. 1049.77 0' PAD 1050.8 . 1 I J PAD I 1049.1 0.2 i �•- ' 34 55 D.F. f F.G. C4 i i I 49.27 49.10 50.97 50.0 I F.G. F.G. F.G. 48.5 K ®® F.L. 0- 48.5 50.2 0 N F.L. F.L. Ci- ' I r I � 1.0X MIN. 1.0X MIN. co 1048.9 IN V MIN H.P. 1050.6 I L0 H.P. III ro I I I I 45L=61.43' ' sit 39 I 6 • 65.01' 40 Underground Service Alert , I I I 2:1 2.1 I 2:1 cc* TM � LOT 21 TR 29306 1-800 LD05-038GR 227-2600 REVISIONS DATE ACC'D BENCHMARK Roy ESS�O Hall & Foreman, Inc. RECOMMENDED BY: DA • Dr�awin No. CONSTRUCTION RECORD DATE BY SCALE T DEPARTMENT OF PUBLIC WOWS o � scape CITY OF T RIVERSIDE COUNTY soo-62-ss �970 �tw `�z Engineering��, �-ae;'"';g« CONTRACTOR BRASS DISC SET 1' EAST OF CONCRETE POST MARKER "° °"�"` h NO. 16526 _ �- '°' `°°`''0' �E7ED BY: °� PRECISE GRADING P STAMPED 68 RESET. 2.9 MILES S.E. ALONG PALA ROAD AS SHOWN W UP. 6-30-M PREPARED BY: RONALD J. PARKS - FROM POST OFFICE AT TEMECULA 29' N.E. OF THE _ DEPUTY DIRECTOR of PUBLIC WORKS :: TRACT 29798-6 INSPECTOR PAVED ROAD 5 N.W. OF TEL. POLE NO. 6295, C.W.T. 3 VERnOx ;r .� , :. .• - S.W . OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 f o FRED W. Do ES DATC: •, AREA 1 E PHASE 4 LOTS 1 21 DATE COMPLETED CAL` R.C.E. No. 16526 EXP. DATE 6- 9744 � do BUILD OUT P HAS E LOTS 22-409 45 S�• 4 of 5 J.N. 34001 3401 EB002 03/30/05 o' 20' 40e 60o soy SCALE: 1 = 20' SEE SHEET No . 3 16 15 14 13 12 2:1 65.00' 65.00' y V 65.00' 2:1 65.00' 50.89' 2•1 3M-52.2 52.2 63p1 o 0 1051.2 o 0 - v H.P. 2 1050.9 0 0 0 " o 1 1051.9 0 ' 1.0% MIN. 1.0% MIN.3 2 ` 0 H.P. 0i 2� H.P. Cb 3 1051.6 0i H.P. IM 3 0 0 1.OX MIN. 1.0% MIN. o 0 / 1.0% 0 `� 1.OX MIN. 1.0% MIN. 0 H.P. 1.oX MIN. M1N. r 1052.4 1.0X MIN. 1.0X MIN. 51.5 F.L, o z 51.8 ro H.P. 50.8 - tt 51.2 52.57 F.L. 1 ' o z 50.5 F.L. o Z 50.8bt 1.5 o z F.L. N ®® rn 1.OX MIN. 1.0% MIN. ' F.L. cv F.L. o z F.L. F.L. - 52.27 1 , \ N ® ® ®® N- 51.97 ® F.G. 51.7 52.57 52.3 ` 51.57 51.57 ® F.G. 0.1 F.G. F.L. o z F.L. i � � , 51.27 51.1 52.27 D.F. 8 0.1 Nit F.G. F.G. F.G. F.L. F.G. 9 0.1 D.F. I 50.3 0.0 2 •F• Z PLAN 52.77 1 I F.L. 0.0 35 PLAN 51.97 D.F. 4CR 0.3 F.G. F.G. , o.o z D.F. 4A Z Z PLAN Z D.F. ' - 51.27 PLAN 34 .F. F.G. PLAN 0. F.G. � Z 33 ° z M 3A � o F F. 1053.07 o 52.52 ' , . F.F. 1052.07 � � 1 CR 'F' � ,� ,� � PAD 1052.4 � F• • 2BR o o PAD 1051 .4 p F.F. 1052.47 K F.F. 1052.77 0 0.4 8 z D.F. o ' F.F. 1051 .77 �- �- 0.4 � � PAD 1052.1 D.F. 0.0 � 52.4o PLAN 20 K PAD 1051 .1 .F , s1.97PAD 1051 .8 29 0.4 29 F. K F.G. o ,` 1 F.G. •F. 52.57 3 B R D.�. 28 51.22 s1.64 F 0.4 1.o F.F. 1053.27 �6 ' 0.4F. . 'F' F.G. 0.4 52.1 F5 .3 D.F. D.F. 33 PAD 1052.6 0.4 1.50 0.4 D.F. F. .L- G.F.=1 52.5 1 D.F. D.F. F.G. 50.7 D.F. G.F.=1052. 7 0.2 52.22 p .F.--1051. 7 G.F.=1051.9 51.95 D.F. ` h 49.8 G.F.=1051.2 50.2 L. F.G. F.L. PF 50.2 .L. G. F.G. 51.107 0 1 0.3 6.8% F.G.49. F.L. G. 50. 50.9 50.8 •S .L. G. D.F. G.F.=1052.77 L 52.77 ��; �n d � D.F. .L. G.B M 'b� .6 .B. Ir. F.G. �► ` �161 .99 51.02 49.22 K �_ 49.48 49.89 K -� n 52.11 gi ! '� .G. 1-%3%w �, rn 49.40 F.S F.S. °' 49.97 50.08 ti' o ` ��IM F.S. �' s F.S. 1.5x �� F.G. ao 50.54 50.62 0 65.00 65.00' 65.00' F. F.S. 65.00' 29.40' F.S. F.S. '� " ` a w L 6.25' ry 51.0 - F.S. - F.S. Lot 59 . v , __ F. 50.70 51.4 � 0 at F. 5� .L. G. . � r z 1049.12 10 9.46 1049.80 1050,14 �� M- 10 h Ca • 0 T.C. � D T. . w • 0 T.C. .C. 1050.11 • • � � � I �, �, � J 8 SEWER n.� RIM 50.78 P, BASS 0 0.39 F.S. _ LI..I _ T.C. 17 oco �� COUR 18 �"�_�` 68. 6 � I 1 �• FH ' LTJ r..�' �/ M w r- I- -'.'- - - w I I IA 8 WATER n v o T.C. n v v T. ca, 1050.55 h G' N OPEN - 1049.85 -- _ .... - I • I - - T.C. - T 46 i FH. SPACE J W 49.32 .G, 49.42 � say ` 10 0.58 5 •8 J o I ' 1 �G.' 0 w 65.00 49.51 65.00' 41.77 .44 D T,C. 50.83 69.30 &.110 '` F.S. 1.B$ - , 1.3X_ 49.92 � 50.01 � 9.24 s �' 50.5 F.S. •� 4. 50.28 F.S. 1050. 3 1• F.S. 0 49. 00,• 50.2 .L. ao F.S. �+► .S. 1050 28 .L. G.B 51.72 50.6 �6� 50.1 C. � T. hh. .2 .L. .B 50.79 _ F.G. 6.OX 50.0 50.3 •F 0.3 5 .62 - F.S. n 6' F.L. G.F. F.L. G. . 51.51 D.F F.G. o S) ao s - �� I i 0.4 .F.=1051.57 F.G. G.F.=1051.9 ori O .� 50. N 51.5 � D.F. 0.4 0.4 0.8 SSS gyp• F• F.L. „ 50.94 D.F. .L. �� a 51.1 I I F.G. D.F. 51.27 51.35 PLAN 0.5 0.0 52.02 51.1 50.74 9 '5 52.8 F.G. PLAN F.G. 29 .F. D.F. 30 F.G. L 9 6' F.S. .7 F.G. I 3 0.0 PLAN G. .=1 2. 7 52.37 1�� 0.66 �� G.F.=1052.77 z 1 C F. z F.F. 1052. 17 i 2A z o.4 -low F. . F.S. 51.2 \- I I i F.F. 1051 .77 0 v PAD 1051 .5 ,� F.F. 1052.47 D.F. 'L' - D.F. I ' PAD 1051 . 1 0 0.0 v K K 51.3 52.17 ( J . .25 o PAD 1051 .8 -�• G.F.=1 s 51.27 0.3 34 0.0 8 0.1 2.17 8 1. .F. .F. PSA 53.o I F.G. F. 0.1 F.G. Z z N F.L. I J 50.4 51.67 F. 0.0 PLAN z 2CR cv I I I J F.L. ® 51.27 F.G. 51.97 D.F. 35 4BR 52.17 F-F. 1053-27w I J a z- F.G. ® 51.67 1•° o o F• 2.77 o I 1 511.1 F.L. F.F. 1052.87 z G. PLAN PAD 1052. 50.5 F.G. F.G. F.L. 50.9 N? 50.9 0 - 51.2 PAD 1052.2 1A 52.31 I ' Rf"� J F.L. F.L. cl F.L. o .G. 1.0% N. 1.0% MIN. 52.37 52.37 F.F.. 1052.67 0.6 J 1050.9 1.0X MIN. 1.OX MI 1.OX MIN. 1.OX MIN. F.G. F.G. PAD 1452,5 D.F, ss H.P. I 1051.3 1051.6 51. J H.P. H.P. 51.6 o z F.L. 52.17 5� 1052.3 ; �1 J U'lF.G. 52.17 F L. o z H.P. 1 J J F.L. �' 51.8 F.G. ` co J J `r a0 1.0% MIN. 1.0% MIN. F.L.to 1.0 r7 co o z 51.9 X MIN. 1.0% MIN. (0 E6 1052.0 cv F.L. J "'' H.P. J ► ' ' J L=7.85' co 1.0 MIN J J 3938 N 1.0z MIN. 65.01 65.01 57.16' 3 7 0 1052.3 J J 2:1 L=64.49 36 H.P. o J 2:1 L=63.8 ' 5 3 ; J I J 9 3 0 � ; J J 52.60 i to J 2:1 L163.66' F.G. � J ' ' J LAR 21 1R 20308 Underground Service Alert Cow. TOLL FREE 1-800 227-2soo LD05-038GR Drawing No. CONSTRUCTION RECORD DATE 8'Y REVISIONS DATE ACC'D BENCHMARK SALE QROFEss/O� � A Hall & Foreman, Inc. �COI„I�pEp gY; Dye - � �f S - �a E CITY OF T DEPARTMENT of PUBLIC wows CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 � �► ���'� �'Planrrr�g-� � BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZON& �`"' �, X13 �r Fwk Oda Tommsda. Ca. 22No M0. 1 SS2d = RL M 976-4M Fula N!- m ACCEPTED 6'Y: � QA - J STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAU ROAD sHOMn� w E» �_�_6 ,� PRECISE GRADING P AS INSPECTOR 5 FROM POST OFFICE AT TEMECULA 29 N.E. of THE PREPARED DUTY DIRECTOR of PUBLIC WORKS _. TRACT 29798-6 PAVED ROAD 5 N.W. OF TEL POLE No. 6295, C.W.T. 3 �'; �� ,&00" - . S.W. OF 36 ,x CONCRETE STANDPIPE. ELEV. 1039.37s r� 40 FREo w. ooERc as AREA 1 E PHASE 4 LOTS 1 -21 DATE COMPLETED °F ���`� R.C.E. No. 16526 EXP. DATE 6- R.C.E. NQ. 19744 EXPIRES 9�� ' do BUILD OUT PHASE LOTS 22--409 45 SHT. 5 OF 5 J.N. 34001 3401 EB003 03/30/05