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HomeMy WebLinkAboutTract Map 32437 Lot 10-19,21-28 Precise Grading GRADING NATES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION �GRR/FT WADSEDIMENT CONTROL ORDINANCE NO. 0THE4-04, NAPPLICABLE, ERALPERMITFORCONSTRU� STATE Z�b TION 0 16 ACTIVITIES. KGs 2. BUILDING PRD AND DRAfNAGE SWALE SLOPES SHALL BE A VINIMtJM OF 1%. P I ASE 7 LO� TS10 19 AN D2 1 28 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL ALMINIMUMYOFR3MFEALLET. "EXTERIOR WALLS AT NOT LESS THAN 1/4PER FOOT FOR P e C� inPI3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 T . r ciser � 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR t e of C� a I �f arr� �STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED I Of � I�Y � C � � � 9 S� �� 1SLOPES OVER 3 IN V R CAL H H 0 HA A A JA N 0 A A A I''1 t TO DIRECT SURFACE RUNOFF ?,WAY FROM THE TOP OF SLOPES, 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. Q 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. LEGEND 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. TOP OF CURB 0000.00 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TC VICINITY M A P SOILS INVESTIGATION BY LEIGNTON AND ASSOCIATES DATED FEBRUARY 17, 2004. FLOW LINE � � s ms`s TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS / NOT TO SCALE DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION HIGH POINT HP THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S9 (11 82 34 �� HIGH POINT SOILS REPORT. FINISHED GRADE FG 80 \ PAD ELEV. -o. MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. FINISHED SURFACE FS � F� THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE \ �� �� 6'� MIN. FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . TOP OF GRATE TG A RR/30N 33 \ MUDSILL � � � � � DR/VE IIS GARAGE AREAS 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION TOP OF FOOTING TF "IS 6MIN � AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY / GARAGE FLOOR SILL I 10 TV. 10'W. DURING THE GRADING PHASE. TOP OF WALL TW � 43 :� : ;' ABOVE GARAGE I 3S 32 � U •� � FLOOR SLAB � VARIES ��T BARI S�k%k* B �� (; V RI Sc � 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT 8E LIMITED TO, INSTALLING, TOP OF SLOPE TS �`' }' � a ��� * VARIES ��� � WNERE ACCORDANCEAPPLICABLE, WITHGCOITI�DCODES,PRRORSTOSTHEBAPPROVALCOFBFINALONNSPECTTHEREOF ION. 3 � � a, G-A-RA-GE DETA,IL 0 OFF < T. < SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMSGARAGE FLOOR GF 0000.0 � 42 v 31 .` 2 � I PAD FF PFFD z WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. � 36 Z �. / � z z z 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PAD ELEVATION PE 0000.0 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF yW m $Q, STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN FINISHED FLOOR FF 0000.0 � 4� Q MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. a 37 �� � z z � A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � 12 MIN. ABOVE PAD ELEV. �, � APPROVE PLACEMENT OF FILL. WATER SERVICE -� � 40 \ I o �o� �� a�e�� � �o� �� �� o 29 ROUND OFF TOP �-� � .- MAx III 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES SEWER SERVICE OS ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 38 P/L 50 R w AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING DRIVEWAY / .0 GRADING OPERATIONS. � 39 AY V��� ME ARD 14, DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. SLOPE _ Y _ �'� � TYPICAL SIDE YDRAINAGE y � � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS � � WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. LOT NUMBER 1 1 ,.� � 9 ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED � �- \ OTHER PORTIONS OF THE STRUCTURE (PATIOS PORCHES SCIVIL LOPESEOVERE30' INIVERTICALEHEIGHTENGINEERING GEOLOGIST FOR CUT AND FILL � A S SECTION AmA ENTRACES) MAY BE SETBACK A MIN OF 7 UNIT TYPE/ELEVATION � 8 7 FOR REAR YARD SLOPES GREASER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION R s THAN 5' IN VERTICAL HEIGHT CORNER- MEASURED- ALONG THE PROPERTY LINE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 4VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO INVERT ELEVATION IE moo° THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT IN 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL BE GIVEN. BACKWATER VALVES BW �`�' IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL AMOUNT OF EXTRA DEPTH ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE FOOTING REQUIRED O NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 18. EXISTING DRAINAGE COURSES SMALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. EXTRA DEPTH FOOTING � VARIES �** R VARIES *** VAR'I'ES *** P/L NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 6" MIN. 6 MIN. 100 0 100 200 300 \ 3' MIN. 1 ' 13' MIN. 3' MIN. 1 ' 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO DROPMUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. DROP GARAGE O•X FG FG, FG 20. THE PUBLICRRIGHTEOMST FUWAYOBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK W'I'THIN R � GRAPHIC SCALE INDEX MAP EXTRA DEPTH •� •:. FOOTING •e 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' 12" MIN. 12'� MIN. =PAD ELEV-FG �� AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 2: 1 MAX. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE /aPPROPRIATE PLAN REVfSIONS SHALL WHERE NECESSARY o BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOTSINCLUDED 2% MIN. 2: 1 MAX. 6" TYP. 12'� MIN. 6" MIN. �� 22. THE ISSUANCE OF THIS PERMSTATEIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21% MAX. MIN. 21% MAX. 2% MIN. ANY STATELORRANCESFEDERALRENDANGEREDRSPECIESLACTSNOREWATERREGUQUALNTYTHE REGUL�TIONSNSTHE SECTION B�B 21% MAX. SECTION Cmco � 00 CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE � �� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �E' �E'�E' SEE TYPICAL SIDS YARD DRATNAGE � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EROS I ON C TO BE I N DETAIL NOTES c� 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL Q RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE COMPL I ANCE W I TH THE ROUGH EVIa OWN€DRNCE�HA�L I�iM�DRATEAL �Y ADVISE OTOE ICAL CITY ROFOURCE ARE�U�H AND DISCOVERED,�TREDHALLE�AU�EEALL BASIS OF BNOTE G R A D I �J G P L.A N F�0 R TRACT 3 2 4 3 7 <c m FURTHETHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST DEPOSIREATORMOOFPMONEYNITADEEMSHIS/HERREASO�ABLDYINECESS�RYMTO ALQLOWRTHEHCIPROPORCONS�LT FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN PER L.D 0 4-2 9 5 G R 550 - 55' 0 AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT ON A MAP OF TRACT N0. 29286, MB 298/86-89. � I o NO: COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND:.. UPON DETERMINING 55 � 0- THAT THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING ASSESSORS P NUMBER: 3 SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION OF WORK, UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, CONSTRUCTION NOTES & QUANTITY ESTIMATE 1 2 w THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR PORTIONS OF 916-410-005; 916-410-004; 916-410-003fr DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE N0. ITEM QUANTITY UNIT BEEN APPROVED BY THE DIRECTOR OF PLANNING. 0 900 CY w O1 LOT GRADING (18 LOTS x 50 C.Y. ) � LEGAL DESCRIPTION O2 INSTALL 3° P.V.C. SCHED. 40 229 LF a j OWNER LOTS 3-4; TR-29639-2, M.B. 345/PAGES 1-19PLANNINQ LA E DE3fQN t CON3TFIUCTION j���"�$i*"' / DEVEl4PER of MAPS RECORDED IN' RIVERSIDE COUNTY, CA. CONSTRUCT PRIVATE �RA[N THROUGH CURB PER DETAIL ON SHEET 2 �g EA gi X, LENNAR HOMES O5 INSTALL 6° GRATE PER N.D.S. N0. 40 OR EQUIVALENT 19 EA ■ ■ ■ . SUITE COUNTY CENTER DRIVE CONSTRUCT DRIVEWAY APPROACH PER EA TYPICAL FOOTPRINT C.O.T. . . > TEMECULA,CALIFORNIA 92591-4679 CORONA, CA 92880 SCALE: 1 " 40' GQtSLLTkhEs 95t.e79.8042 or FAX 95e767244 wwvRBF.con (95T) 817-300 LDCHB441GR z J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK � DESIGNED BY DRAWN BY CHECKED BY _ C 'T � V � �� � � ��� SHEET N0.SCALE Q��F� SEH EH JT RECOMMENDED BY: DATE: � Z �� DEPARTMENT OF PUBLIC WORKS j 31/2'DIAMETER ALUMINUM DISK,FLUSH IN O CONTRACTOR eorrc�cuRe ara�o�smEcourrnr HORIZONTAL �� Q �'� �y PLANS PREPARED UNDER THE SUPERVISION OF BENCH MARK T-48-81 RESET 1997'EASTERLY OF y � r _ � _ THE CENTERLINE OF3R79A7THE � �' � ACCEPTED BY: �' z �',� � -- DATE: R.��Y T � PRECISE GRADING PLAN o SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NOTED �.,+ No.60132 �'^ L--- � o� � 1 ,n INSPECTOR BANTA OHRTRUDE8 CREE •4.y NORTHERLY OF °� Exp. 08/3%8 � ��-�� DATE: / �$ ��' W I LL I AM G G. HUGHES TR-,32437-F THE SOUTHERLY SIDE OF THS CONCRETE � � JOHN TANNER DIRECTOR OF PUBLIC WORKS/CITY -ENGINEER g x'�'�' a-�� t°- �W� VERTICAL s� �����, � o r PHASE 7 - LOTS 14-19 AND 21-28 DATE COMPLETED �:EygnoH'tom te3� N/A elf OF �A�lEO�` R.C.E. NO. 60132 EXPIRES: 06/30/0& R.C.E. NO. 36617 EXPIRES: 06/30/08 ''�aM,;�n oQ� TITLE SHEET of 3SHEETS i 1-17-0 RBF � AS BUILT-UPDATED GRADES � LOT 1 �� CONSTRUCTION NOTES R/w 2 INSTALL L 3 P.u r C SCHED.. 40. 5 5 INSTALL " , 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET ABOVE GUFL OF PIPE 1/2 TTER 6 SIDEWALK REMOVABLE 1 1/2" MIN. COVER PLUG FLOWLINE 5 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT INVERT ELEV. A 4" PVC - 416b a .. ... r ..s..• ' r PER PLAN 2req 90 :R, ► S v CONST. DRIVEWAY APPROACHPER C.a.T. STD, NO.- 207 c k ' • >r y :ILr +k w`.. r 1 a.« ! •r` ti'•i r 3 a Y .. • 46 20 0 20 40 60 SECTION A-A. INV ELEV PER PLAN CURB & GUTTER GRAPH I C SCALE3 to x4" REDUCER 4"x 4"x 4" TEE AMP ga 3" MIN PVC (SCHEDULE 40) AM W� PRIVAJE DETAIL 4 1� Zpr RiM ELEVATION r 1122 � ��• -+ 12.0 � 9,9 5, ��, 1p! 1,9• N 1. ' w •10 ' 00 � CCO - �.. M Q 10-5 Gi 11 oo.12 •p ? w ZZ•p1 .. 4 �► �' ' mpg; .-- CN N cN F � . wo �� Nos- •a rQ' �� J`. -'g o_ � ,�- .W. .. ; �,,. � � � � �g�.-00 . L=43.66 pLF u' 3. 4 7.38 ' L-21.40' .,,�' r 0 rr .3� N 4 w 1rL• �� L=4$•99 u' W � � v, •3�-�c 4 � � �. � 25.2 n � - ----.--- ---_----- r V' 5. 2 - t6.54 25. �. �. c� CN Tr a Fd11 Lo �' .$� Co � -dw - •I f 16.49 t 24.Q 10!;. 6476 r +� �Q.42 t+ w a •t ! - - �-� . `�' t C 2 . .0 2 •� F r FS-GB G GF =1125.6 3 STEPS G .18TG PE 2 1 p N �, oy 24.1 5.57 � . ! N.•• w / 2 .8 O �` ` 0 - G 4x68 25.7 FLS 8 104+85 w 0 M1 •' 10 3 w �o c FG F FT 26.14 _, 27.1 _ O(J � 5. - 12.0E 1.0� MIN 27.1 26. F - ..� FS r 3 _ c+ �� ,- � -n w ,� l •� - _,- , � � � � 2 �. �- .. 2•T 1 FG FQ- I • o..• 2g.� �;, to�, 1 f �.� o 02.0 26.5FG 26.I3FG FL GO C,� I c? o "? 25.4 25. .� *- ! m (44 r .1 �- 26.17 � 10 18 ! 10 I 01 q► 224 8OT 2.5 0 t,, � 1 c7� 5 FG FS FG 4 � • p m v+ 18 t /u' (.4 - Na 126. 1 °�$ .98 G I� 24.44 - cn icy! ! y � .� .,..• • �' ' -d -n Vp ' �' • ' �-- 24.6 4.2 ��, �, ? 4 -n GB D• N 2�. ` � rf G � . � � U � 1 cam! _ 1o. 0. 12 ,•• �, t- 3�5 I0 1 ► r" u 118 A -o� - Y, w � O �S .. .._ 2.0% rn P� o r� -' rQ 3 �, O 27.47 R ' -r MZ� +3 47 �' • 6.22 - r Q (J7 v 25.17 MIN. I C7 • _.�--r' 1a oa 23 U, •v s� *- _ 27.3 FS �� 2.0 -i p �? FF = 1126.0 r : � 1 S FF = 1127.8 u v, ,A �, GF 1124.9 = 11 191 = i -v 25 q�g � 17 PE 23.3 � PE - 1127. 1 rr 2~0. R. �, j 24.6 25.7 a0. 2T.1 • 1p �n T •�' FF = 1125.3 FG 25.3 FG L rP F 1126.5 u N • l 25' C. P = 11 4.6 F E1125.$ oo 25.14 ~• 10 FL-HP P E 2 5 � o • `S '' 10 ° �.. sit z cn G TC 25 31 �� �c 1 cA ,�• 23 G8 ,_._ �►� 23.8 25.3 O 1 fS - 9.89' T I V i • �+^r f 0 / 8 1! •lam. •• r I- A FL 24.6 0 � Q 27.1 j �, �, 2�• r3 FL 4.0 •� ' FG N 25.8 10+95.0.7 � u ,� •�, �� - �- ��, G 25.8 23: 1 w7.o v 1 27.1 o -� - • . FG FG Q �,. 2 F �- :o �, _ 1 l ] 24 T Y 25.. a2 11 2�.9' cr �' ` 24.61 25.1 24.$4 FG _ ---- O' 10 31.7'± `� • '��•1g� _' FG +� Ga_ .1 FS � 1 j •ap�f - o FL 0) FL--HP' FL F 25.08 e z 25.27 25.19 ,� MIN 105. 16' . 24.6 ►--, ,n N o •` ' FL -� TC ,n 26.1 FL-GB 1.0 ... z v F N G .. FG po t° 25.29 21.13--•-, ... r �. �� • �� p�� �. � ' , 24.6 © 25.3 23.3 I• ,. " -- .00' 96.4 FL-GB t� 1.0% MIN 27.6 I o '�' � •,1 cn © �. - �'. �? 23.8 25-6 ,_: 23.8• S0� % zopw-a, O 27.4 28 o • p�R �`t r c�7 M ri 68.01 ' FL-HP • ! 25..41 � 25 55 �..-•.�-- .2 cn 4 � FL F 65.00 � 1 a F 10.6% FG �•. U I •, 77.26 9.8 ,, TC I ,t N • P �' 18. 11J _ • .•. ... 2 .0 �• 11+25.1 22.5.1 2 .g �,_GL--120. 18 cn 1.0% MIN L-90.09 cn 2 .4 FL-G8 ,� 2 .4870 4 � •- • I 04 Q- • 70 FG 1 2 27.6 •0 DwY I) ,4 t0 10 10 10 ZQ.96 27.8 ! 25 71 . ,59 _ y 26.21 Ftp F 1 Q 10 10 10 34.1 .5 2 .2 2_0 FS n FG 4 • C3 �`ti Z 6' 27FG F a 27.6 I cn •� �v 1 p 't N m 26.8 F 8 MIN �- � 8.2X i � 2 .76TG � FG ti P QVC- �C •C. 25.8 ±-.�-��. t 0 ,,• 27.1 ry 5. 6 I E ,`, 6 /3 i 2.0 �o ,► FG 6 21 --1 bM M _ 35.2 t '� �.o�• � 10, I i, -v 5�0 7 26.8 ,�► 20. t 4 1 �.G '� low- 2 .8'I 20 20 2.0 27.80. �. 27.4- • oa.� e 1C 26.95- F ! 25.87 FS FF t 12 .3 I' TRACT BOUNDARY ¢• �. 2 ,7 0 26.9 - MIN 2.o% �'F = 1128.3 F 4 ST PS I C8.15TG F PE = 1127. FL-NP l 10 EG" 4 ST S FS FF 1127.5 2.0% I N• PE = 1127. @0.5 2 .6 I E 7.69 2-OL •42 2`M../ 27.4 r FS 5• PE = 1126. `L TC � 27. • 11 -a �, �2 0� FS 27.1 FL-HP FL--RP � � I a Jr�: �' 2.0 F5 '� 12.OLF u7 27.6 • � 2 rn g 1 U,0�• `` - . 1.0% c.0 ! x:09 • I - �EV0•,..._._. 2 .88 TC`'•-, , , T-. �" M I N r i �. V•87 I M. '`� 1 1 2�. cw I V .4. 4. I E -� 8.490 4 25. � - �. F F I 24.89 25.18 TC3 26.4 r- F 1+7 .59 2. u� 1.0 I N 1073.41 5 18.74' 26 14 6 23.88 � 26 25 ... � a 4 24.91 TC �' 2 .�6 IE 4 FG o IQ o'/ = 27.6 .t 2 I' � - . ! 26.8 FL 27.5 � � � FS � wY TC 5 �� � 28. FL-G .090 MIN ,� a 27.8 27.6 FG ,� �. 2 .91�IC~ c 0 0 0 0 FG FG t 10 10 4 27.6 27.8 2 12.OLF �$ FG FG ts,� iv 25.4 -1 Q 5 F FG t 0 27.9 27.2 0% o Com.4%- ,� 25:$4 FI.: _ -_- 96•..00,' 1 090. MIN,. �' F v, 26 U3 tom:0t1� �" •�•�� FG- FG 1 �/ �� 26.45 ! ! E ! �C' Q�• .�� � ��� � ��� � � �n 25.9 FL-GB 28.7 FG• 96.DO 91+28 •-• X2.090 1.090 M 21.72 6.19TG 2 A � v 1201 1.0% s.\ - "-� •a- / �' 1 10' 10' 4 7.1 8.0 CD .69IR -. C� C] C•"� C� 10 10 � .. 2 27.1 1•• � 28.d Q7 � �• O �' 28.0 MIN. c`•`�. • r' 1 4 r.c� FG F 10 u' ? N `� I 26.12 • O 43.9 f 28.0 O F 28.10 FF -- 1128.6 q F V O M. > 2 0 (D- • �. ate• � 28.23_ .C° ,,�. - ,2.o F5 E. 11.2 - � cr 7•.28• a C arc 26 37 �r S - M I N. 113I �I a BVC-T �9 r� o� m R- .- 4 27.38 28.0 22.67 t �. F105, -- "� 4 STEPS � FF = 1 127.8 10' FG 000 8.8% 27.7 2+10.36 V) • �\ r-- @0.42 PE = 1127.1 FG 26.2$ =1 26.23 �. -� 1.0% `� wY 26 25 �" 27.8 z 2.0% .F BVC TO• •FS 27 r° 27.1 ----"". - 26-.9~ � -- 21 5 c�.. ° 4-.2 - ; FL-HP �. �. MIN•. h�INr 2I3.0� 4 c� 3.;5 I FS=C8- 4.2 F y FL_Hp O N �)W 12+23 0 ' FG n FG r- It 4 - a a 18.2 t s- 116.8 cc� • STE S j a II ::N 1 'A 6.33't ! 2.09' - 26.$ 10� e�� �.42 � a o N� w 26 33 .---•_ , u F. 4 m cn1141 (p co W 3 Lt- 27.9 27.9 27.9 FS 4.29 ; 27.1 FL 28.2 0 --..b o�, FS Q +0 4 FS - A -� FG ++ FG F +� • N FG FC 00 •o�.. i "%J4 _ 27. tI FF 1128 7 .9� 2 34 I. 1:Q MIN `n .. N , ���- 1 F • A 28. 5 28 59TC _ 27.1 � � �-� .... c� .V-' MIN. PE 1128.0 FS 1 '..� 2 0 IE 5 . 4T a - FG 27.1 ,�ti©� 26.OT _ 34T ., 27.1 • 1124 STORM�f� �, 1127. `�� - _ FG .1 2 27 12 ALF � PROP,.. RET. WALL �- �• 26.1 FL-G8 -� FG 28.o $ 2 0� • /17GTEMECUL - 28.0 --- r- FG 5, 0 FG 26 31 TC �128�`M" �. _.._. ._..�.-. .�.... .. � r'' ... 00 ...t.090 MIN �• � ---cit .�,, ____ �. PERMIT F-- 1.0% MIN L 5. 2 SSIE 2 0,F - comma ----� ..!!.: .,..,�--'---�- � 1127. Q 157.39 27.Q • 91.72 - _ .rr. R 291 iiFL FG27.8MURRTE TRAIT BOUNDARY EG U) U on. W CITY LIM. PLANNING Ir DESIGN ■ CONI3TRUOTIONROAD z d Q 40814 COUNTY CENTER DRIVE TEMECULA,CAL FORMA 9259t-4079 cs E:❑N 3 U!_T I N E3 951.676.8042 FAX 951.670.7240 ■ www.RBF.com LD08441GR z J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY / SHEET NO, o SCALE O� SSJ �� 'i+'�1� ' DEPARTMENT (] PUBLIC WORKS Q �� �y' RECOMMENDED BY. DATE. 3 fry DUkMETERALUNNUM D16K SR Its ,LA E E JT . � � - CONCRETE CURD STAMPED ORIVERSIDE COUNTY HORIZONTAL 'p � PLANS PREPARED UNDER THE SUPERVISION OF t CONTRACTOR ,.� ' O BENCH MARK T-�48•-81 RESET 1 OW EASTERLY OF c,�, __ • • -•Z ov t,, p THE CENTERLINE OR SR-79 AT*ME „�, ---- - - ACCEPTED BY. DATE. S PRECISE GRADING PLAN INSPECTOR SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NOTED c No,6D1�2 +" DATE: l w I LL I AM G. HUGHES T R- 7- `" SANTA CERTRUDEs CREEK;4a�NORTHERLY of � exp. ae/3%a �, .,•... � JOHN TANNER DIRECTOR RECTOR OF PUBLIC WORKS/CITY ENGINEER NEER d;: THE Y gIDI 4�I~TIDE+C VERTICAL V N sI. .. PHASE 7 - LOTS' - Ito F- StDEwALK I.1 Y '' n 'd. ............:.. o EXP I RES: 06/3o/oa R.C.E. No. 36617 EXP I RES: ,06/30/08 Mrd%..969-1...a4� CL p L DATE COMPLETED ELEVATION 1097.183 �' Q R.C.E. NO. 60132 ^ 1-17-07 RBF AS BUILT-UPDATED GRADES @ LOT 1 N/A OF A�1 of , SHEETS �