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HomeMy WebLinkAboutLot 5-8, 61-77 Precise Grading Tract No . GRADING NOTES �9� 3143 '" �� 0-STONEFIELDTLNN.. ©©REGENTS HILL CIRCLE 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, ROA & ®NORTHSHIRE CIRCLE APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE & QS -WARWICK LN. WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. C OWN H1 ®MAJESTIC COURT 3 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP VIA RMI - OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LES THAN reciseGradingn se S a a ,n PADA g .- qq 5 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ►1►c d SW 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . ots5- 8 nd �"` ROAD a77 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR In C1 y of Temecul lif ornia THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 7 PIO PILO 7t 5. ALL GRADING SHALL BE DOPE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL 16 ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY 17 _ 36 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 19 Hwy. 79 20 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS 21 �+ TO SAN DIEGO DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE 22 " APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO _ - 31 - V ,� PROJECT SITE LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 1 � 21 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 23 28 - �� VICINITY MAP NOT TO SCALE 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 24 25 d► 54 5� 11 INVESTIGATION BY PETRA GEOTECHNICAL, DATED JUNE 4, 2001 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN ➢ 30 DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. m38 40 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE n' 22 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED o 21 sa � HIGH POINT PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 23 " 4' A PAD ELEV. -0. MIN. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 2D 50 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT 24 42 \ � i a� ? ae ? I •- CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. 19 so L* - 1 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WHERE APPLICABLE, �' 25 11�{ i IQ,ir. 1Tir• GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES ,e 78 79 °0 a' 1 I 5' (Duff $ 5' S' $ ( C 5' C PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE 34 I 1I1 ' M 25 44 I al i MIN MIN MIN MI PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 1701, 48 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF 47 - - � �' - - ; PAD PAD WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS 16 n 33 46 _ _ I �j I z FF z z FF z UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM s' �Ii l 12 MIN. ABOVE PAD ELEV. I a� 16 s� 16 NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING 1 I MIN. . GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. \ 4 3 2 , MIN II I 16 20 x 31 I 60 111 111 ROUND OFF TOP 28 -90 ,0 __ I Z „ . . ;. :. .�. . .: : ... . OYAL' . _w . , M P/L 5' z o o Z a 04 ... _...... . .- �-- -- ---- .._. I 1 pz 1 pX MAX [V I o 1- 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. ,4 \ 12 "" , _ CREST PLS= ,, ,, �� X r I o PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM- 13 -" "' �" PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. � R W (0 LEGEND 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 0000.00 TYPICAL SIDE YARD DRAINAGE m 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1 .5) SHALL BE TOP OF CURB TC SCALE: 1 " = 150S E C TI O N A- ASHEET I ** DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGEU-) IND EX SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL FLOW LINE ______ FOR REAR YARD SLOPES GREATER CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. LOTS INCLUDED SHT . 1 TITLE SHEET THAN 5 IN VERTICAL HEIGHT o o 16. A REGISTERED CIVIL ENG I NEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF HIGH POINT HP SHT . 2 PRECISE GRADING PLAN (LOTS 5-8 , 61-63) LO BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH FINISHED GRADE FGSHT . 3 PRECISE GRADING PLAN (LOTS 64-77) RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT INDEX MAP GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE FINISHED SURFACE FS m GIVEN. R � P/L MIN. ' MIN. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE GRADE BREAK GB 5' MIN. 6" MIN. 5' 5 6" MIN.3' MIN. 1 ' _3' MIN. 1 ' 1 ' 3' MIN. o REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARDo NOTES THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES GARAGE FLOOR GF 0000.0 MUDSILL MIN. 6" MIN. MUDSILL MIN. MIN. MUDSILL m OPTIONAL PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. PAD ELEVATION PE 0000.0 --- LIBRARY 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO Uj OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FINISHED FLOOR FF 0000.0 X INDICATES 12" MIN. 12" MIN. 12" MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF WATER SERVICE -----�W STEP DOWN 2: 1 MAX. ANY CONSTRUCTION/GRADING. TO GARAGE 2% MIN. 6" MIN. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. SEWER SERVICE �S FLOOR 21% MAX. 21% MAX. MIN. 21% MAX. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. DRIVEWAY L L SECTION C- C SECTION B- B 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS --- --- E ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED SLOPE DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY --- T CONSTRUCTION N & QUANTITY ESTIMATE 66 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOT NUMBER 2 0,2 0 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY UNIT TYPE/ELEVATION ZA co 1-1 CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL CONSTRUCTION NOTES & QUANTITY ESTI MATE t ENDANGERED SPECIES ACTS OR WATER QUALITY REGULAT I ONS. THE CONTRACTOR/OWNER/DEVELOPER INVERT ELEVATION IE PLAN 1 AC PLAN 2 A PLAN 2-BC PLAN 3 CIS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY PLAN 1 Bw N0. QUANTITY UNIT SITE DISTURBANCES OR GRADING. BACKWATER VALVES BW Uj LOT GRADING (21 LOTS x 50 C.Y. ) 1050 CY ENHANCED BLDG. ELEVATIONS RIGHT SIDE ESR TYPICAL FOOTPRINTS LO � LEFT SIDE ESL REAR EB N.T.S. INDICATES EXTRA LO DEPTH FOOTING 1 XP DF W U W UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER _DEVELOPER C� ALERT PLANNING . DESIGN ■ CONSTRUCTION a COUNTY OF RIVERSIDE B.M. N0. T-1-81 EL=1026.428 � 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 ANALYTICAL PHOTOGRAMuNuETRIC SURVEYS, INC. US HOME BASIS OF BEARING NOTE THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE Z 647 MAIN STREET SUITE 1A 391 NORTH MAIN STREET o FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. Q CALL TOLL FREE ■ ■ ■ 27555 YNEZ ROAD,SUITE 400 I N TEMECULA 53.3' SOUTH OF CENTERLINE HWY.. 79, 3.2' EAST OF GT POLE RIVERSIDE, CA 92501 SUITE 300 23432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL le00-422-4133 TEMEcuLA,CALIFORNIA 92`,91-4s79 (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY DWAY BETWEEN P.P. 75580 AND (909) 686-5103 CORONA, CA. 92880 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE C O N S U LT I N G W9.676.8042 - FAx 909.676.7240ww. 7s.72aa - wRW.com (909) 817-3500 P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 COUNTY, CALIFORNIA, BEING NORTH 16056 '06" WEST. i TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: RANDY SCHROEDER L DO4-O3O G R z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARKSCALE �OFESSlp DESIGNED BY DRAWN BY CHECKED BY Drawing No. o O TA ��� M. GALLAHER/J. EVERS M. GALLAHER/J.EVERS J. TANNER RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Q Contractor HORIZONTAL ,�` � �� Plans Prepared Under The Supervision Of 1 �' ACCEPTED BY: v' DATE: 4' ,13 p� F T o SEE ABOVE 1 " = 20' � No.60132 _ G CROWNE H ILL o Inspector °` Exp. a� o�o4 Date: DEPUTY DIRECTOR OF PUBLIC WORKS - '� JOHN 1777TANNER III RONALD J. PARKS o _ TRACT 23143-1 VERTICAL C ! LOTS 5-8 & 61-77 Date Completed 60132 6-30- 4 1 9 N A OF �k\VR.C.E. No. Expires R.C.E. No. 19744 -Expires 9- 30-05 PRECISE GRADING PLANS PHASE-5 SHEET 1 of 3 q 1 2 . 10' PE=130�.2 92 82.99' TC 41 PE=1290.8 48. 82.99 I 82.62' ' 82.290-o 70 rn ' PE=1298. 1 TCa X �P 2 : 1 SEE SHEET 3 98. 1 1 2. d� o;Ucni cv I 8' FG i o 75.3 C>- r• FFG � CP y=r Cn C° ' ` z 9.4 75.3 ' 75.0 '� G � 1 FG A FL I Cn 77.1 77.4 7g _ FG / U! cv� 79.1 ` 75.3 C41�x ' 75.3 FG N I FG 74 774 79.4 79.4 1 I 1 . . I I I 7 FG FG C FG 1 I 62 FG I I I O ' 7 fi t z Iz 2 z o 17,t lz _\ 1 Q CA &RBW B-R � F=1277.9 O 8� OO Nc I Z I '' z o F 1 0 I ❑ I 1 I PE1277 I ® FF=1275.8 Y- N 1, FF=1279.9 1 I • 20P PE=1275.3 1 .3 PE=1279.4 I 20, 1PE_1271 .3 O 79.4 PE-1284.6 0Y J I 30 , LL J 1 FG 30 1 C I Il .4 �-- I I � 00 z PE=1287.0 \ I 77.4 .30N L� 1 .8t Q 6 U_ 0� co I FG r- 78.2 © I 2 1 o .4 t °r-° oO FL GB I 2 � � . 1I s 20 ,� 0 0 �- ®o r- F=1279.4 Q I W I I � � W � I 1 1 30 ►� 0 75.2 10 -1 77.4 In 78.9 w \ FG GF=1275.3 II m 79.4 30 FG Lin I LL ao LO 5. 79. 17 oN FG x 13; I `\ FG - rn 6 7 t �'+ FG � °' FS GB °° 00 7 .29 't lc * �r 4 r� ao rn N v - 80-44 I x w s 62.60�� r• cn Tc L2 n L, 57.50 S w D00 c I .......... MOOD 000 q r. LANE= �O ^ No a�+a`D ~ + rn 3 47$ 1�' 10+00.00 GATE ��- ti - 3.47% , 19+00 ) 69.72 cL 4 ------ -- - �C 4- - _$" SEWER- - --- 1 .59 _ --------__ _-_- , _ 1m: N, LO, `° E 1ELD T' ° --- _ --- Y, 18+00 C) _J It 00 WATER --- _ -- FIRE HYDRANT rn RAW 67.34' _ 67.35' - - � o _. -- S 67. 12, 67.25' �. � w 1 .2i _ �� � w ��- w Ssoft r CV _ N w s "� 77.9 ' �' ' U . N-- r '�% A � U)co V7 1 - r- ao cnoo Un �- cv N ro cn (n V_ FG � L-r- L� as 80.4 r- Lj_rn U- " r- r_ L�r• L� j V- 7 .74 N FG ao N r7 r coop �� 75.56 �p co 0 0 C6 2.0`K FS � 80.10 N 00 LL L`` / N m �� 77.7 o FS GB cv 2 75.6 FS GB c0 N FG If as 80. 1 82.4 I N W 17+64. 18 STONEFIELD LANE= FG 75.3 fi _j GF=1278. I ( FG 6• FG 6. 10+00.00 MAJESTIC COURT FG In go m 80.4 F= 0 1 82.8 _ 4- F=1275.60 co J FG O•- FG 1 75.6 �3'r I r _ ,l _j 4 rn _j 1 7' U2- O co L� c� FG Y- _, >< 9.21 " �� �' m LL_ C) (n _I rn -� pp O O 1 1 1 �- •- 1 o j i .�- Z 1 1 �� 1 11 `n co Op 12 Z=r L� 8 �� Z (o 1 3 1� � I . 1 a\ z � 4 I `� d o M 2 " -, E 1 3 o A C Y 7.81± 1 o FF=1278.5 I FF=1280.9 0l o ec a PE=1285.2 0 ' ► I PE=1280.4 r--- FF=1283.3 -1 0 a o S FF=1276.1 I I PE=1278.0 aj 1 PE=1275.6 I I PE=1282.8 1 0 I PE=1273.2 � I z BW 75.6 BW o I 80.4 80.4 82.8 ,�,� 1� 1 75.6 FG +r Y �- -- FG _H FG 82.8 �- cc aye 1 FG co 78.0 78.0 1 o z I - FG o L_ -- - 1 co FG FG ,a 1, . CO I � N � 117 I �tO � I Cn - O Z \ o \ \ LO O 1 CL N - 80. 1r __3Ld - 77.8 cn FL HP ++ 82.5 - 75.3 L FL HP " FL HP o EXIST. � cn 'Y' o ' . EXIST. O � o RET. WALL N EXIST, PET. WALL r` WIST• o �o R PER ►� '� W N PER ROUGH _ PER RO ALL ROr'JL� _ ►� ALL I+ ,+ T• U GRADE P N .- Gl�q 0UGH a 0 GRADE PLAN GRADE GH DP PLAN o I M c� o PLAN O QIr U 6 7 r2 S T •0 I S 7S co I S . �S 2: 1 6075'v- 0.35' 60.34' 2: 1 = 60.27 _ 60. 15' In w LTJ . -._.. 20 0 20 40 60 z UNDERGROUND SERVICE ROYAL CREST.. PLACE . Of PLANNING ■ DESIGN ■ CONSTRUCTION - - GRAPHIC SCALE ALERT - _ :) - _ - - - _ - - J Q CALL TOLL FREE 27555 YNEZ ROAD,SUITE 400 - � 1-800-499-41,33- TEMECULA,CALIFORNIA 92591-4679 z CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ *".RBF.com Q LD04-030GR TWO WORKING DAYS BEFORE YOU DIG o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK pFESS1 DESIGNED BY DRAWN BY CHECKED BY �� Drawing No. SCALE Q� Cpl! M. GALLAHER/J. EVERS M. GALLAHER/J.EVE S J. TANNER R RECOMMENDED BY: DATE: ?`y/ d¢ CITY OF T DEPARTMENT OF PUBLIC WORKS p In ��'�' 4• T�N�lctp �y cn Contractor HORIZONTAL y� ,�. Plans Prepared Under The Supervision Of �I o _ ACCEPTED BY: DATE: /3 d4 o To SEE SHEET 1 1 " = 20' No.so,32 CROWNE HILL Ln Inspector ° �P• 6/30/04 Date: g � DEPUTY DIRECTOR OF PUBLIC WORKS -- � TRACT 23143-1 Q 2 RONALD JPARKS o _ _ VERTICAL sr CI V It JOHN D. TANNER III J.�ti� •" LOTS 5-8 & 61-63 Q Date Completed- R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 N/A OFck 'r1989:= PRECISE GRADING PLANS PHASE-5 o SHEET 2 of 3 60 PE=1390.8 59 58 I 57 56 PE=1301 . 1 PE=1312.4 PE=1316.5 PE=1319.0 03.2 2: 1 G. ?0p 4 TS 62 R PE=1277.4 8 E 01 .9 0. 2: 1 7 � J�XJSl W PLL P 2: 1 1 - RE ~� - L HP S 14.9 23.5 95. 0' A 2: 1 r � - TS 1 76.33' 7 .67 TS 73. 1A 31 .3 +� 31 .3 0.4 f 29.2 29.2 ��_ - 30. 1 T 32.5 6 �� 03.2 0 14.9 23.5 22.3 TS 27.9 TS TS N - FL HP S TS 11,3. 7 C 02 0 N TS _ �-- - - w TS TS � - - �-- - - FL HP FL HP d- I'll, r� - 4 2 cv '� 0 13.6 ,� be � - 72 FG '- o z FL HP °° o Z o N on - /�N " l64� 02 25 . 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' I FL HP 30.2 I FL HP 32.5 32.5 46 � FG 14.7 13.5 23.0 23.0 30.2 T 31 .5 TS TS 30, 14.7 S TS 126 .50 BOUNDARY S TS 119.26 TS FL HP 90.00' TS TS 78.39 TS _ TS 72. 11 _ _ _ _ 3 0' _ _ 1 10.00 _ _ _ _ _ _ , _ . „^ 49 PE=1302.8 47 46 2: 1 48 � � PE=1308.2 PE=1310.8 45 44 \ PE=1305.6 PE=1313.6 0 PE=1316.4 � 40 43 42 41 PE=1322.6 PE=1318.4 PE=1319.8 PE=1321 .2 Sc�<F y / b D UNDERGROUND SERVICE TR �ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 20 0 20 40 60 1 CALL TOLL FREE ■ ■ ■ 27555 YNEZ ROAD,SUITE 400 1-800-422-4133 TEMECULA•CALIFOR"A 92591-4679 GRAPHIC SCALE CONSULTING 909.676.8042 ■ FAX 909-676.7240 - www-RBF-com LD04-030GR TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK 41ESsI DESIGNED BY DRAWN BY CHECKED BY Drawing No . SCALE Q� ON,� RECOMMENDED BY: DATE: ! CITY OF T DEPARTMENT OF PUBLIC WORKS TAN � M. GALLAHER/J. EVERS M. GALLAHER/J.EVERS J. TANNER HORIZONTAL ,�`� ��� � �� Plans Prepared Under The Supervision Of Contractor c, r _� �- -� J3 a� T t Z21 .-- ACCEPTED BY. DATE. / o CROWNE HILL 1 " = 20' No.60132 --- - - - g DEPUTY D I RECTOR OF PUBLIC WORKS Inspector P. si��o4 'a Date: TRACT 23143-1 SEE SHEET 1 VERTICAL s �� JOHN D. TANNER III RONALD J. PARKS � 8 t' �1 V 1t _ ____ LOTS 64-77 Date Completed lF O `�ER.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 ''� ;9 „ PRECISE GRADING PLANS PHASE-5 SHEET OF N/A F c� 3 3