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HomeMy WebLinkAboutTract Map 32437-1 Lot 43-60 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES rac GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2150M6107- 1 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 PHASE 2 LOTS 43 - 60 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . Precise Grading Plan 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 1 \� STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS In City of Temecula , State of California TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. , PROJECT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND SITEI ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY fl _._ r ,t e ras.0 ; e - /� THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB 0000.00 �...v COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. TC 1, ; :r Opp 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S FLOW LINE FL �` -4-1 �i _______ ..-, ,.. PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH i GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TOHIGH POINT HP /7 ; J` ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, �� �`k'P, 2526 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG _ d 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN !-. ��__ � ONE FOOT. FINISHED SURFACE FS - 2427 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PARK PRELIMINARY SOILS INVESTIGATION BY LE I GHTON AND ASSOCIATES DATED 2/17/04. TOP OF GRATE TG WAVERLY LANE VICINITY MAP 64 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 23 28 , PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF FOOTING TF NOT TO SCALE RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ---- T t N 3243 1 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF WALL TW HIGH POINT 29 22 PAD ELEV. -0.1 MIN. 9 . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS15 A HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 1 � a , ...___.... THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ; [� it ?' FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . GARAGE FLOOR GF 0000.0 _-- -- -.-___._ _.� I-- -I t 30� MUDSILL14 6 MIN. 4 1 1 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 ;1 �'' AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY �i , � I IN GARAGEAREAS f k .__../ I SILL IS 6 MIN DURING THE GRADING PHASE. - _. 1 GARAGE FLOOR 10' Til. to'>�. FINISHED' FLOOR FF 0000.0 F;,'' `jf ' _._ _. __ __ __ _ _ , _ m ABOVE GARAGE BUT NOT BE LIMITED TO INSTALLING, ' FLOOR SLAB VARIES t ARI S*** ( V RIESC 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, r WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF WATER SERV I CE -_.._. , _ -rlfr` F 'o �. r A IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. ` ,'+ �• °�:_ ,� ��� VARIES IES ��� 18 WIOHEBAOKFROW SHALL PERMANENT IRRIGATION SYSTEMS SEWER SERVICE 1 . i ii�{ iRAGE DETAIL ! PAD PGA AD FF FF z 5 33 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DRIVEWAY ��� ! fir ; -`- BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF17 r STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. SLOPE y- I - ! A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL ..-.__ I i k ABOVE PAD ELEV. z g +- APPROVE PLACEMENT OF FILL. LOT NUMBER � � t lIIF 1 12" MIN. A �� o �� o$ px :, ROUND OFF TOP 16 o �a�M� 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE ELEVATION 1A + � 4 -- ____ n 7 ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING / II ; �: t.' P/L R _ l ; -��� 5' R W AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING �) I �, GRADING OPERATIONS. r �' 1 1 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. INVERT ELEVATION IE �jI �f1 ) - " 15. STABILITY CALCULATIONS WITH AFACTOR-OF -SAFETY OF AT LEAST ONE AND FIVE TENTHS TRA,"T W,417-'. TYPICAL SIDE YARD DRAINAGE ENHANCED ELEVATION TYPE- EH I _.__... ' , 35 1 .5 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED (! --- ' -- �V�� � � � i `� DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY jl WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. ! ,i., ...4r.. > X � CIVIL AMOUNT OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, SLOPESEOVERE30 INIVERTICALEREIORTENGINEERING GEOLOGIST FOR CUT AND FILL FOOTINGOREQUIREDDEPTH O �`, DRIVE �"/� ENTRACES) MAY BE SETBACK A MIN OF 7' . r '//'%%/ /i/ _-� FOR REAR YARD SLOPES GREATER ** DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ,� ,�f ,,,/i,/,// _ _ 9 CORNER MEASURED ALONG THE PROPERTY LINE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION EXTRA DEPTH FOOTING ;;r ;;/ ,, THAN 5 IN VERTICAL HEIGHT �( VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO I /„ /r;� ' - ' %;; ; „ r,; 41 THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ; ' „ ' ,,/ ,' < ,,;;'%;;/1 ,, //," ,, ,;;', ;;,r f;'. f';, 42 ND SHALL BE GIVEN. ",`' ;/, '' ''''r; J '; 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUIS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 17. EROSION AND SEDIMENT CONTROL: THE PERM I TTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL f `,' ' / r r'%r% -%/� �% ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED I N THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES //;% ii// ,,, , ,, f fir,, ,, ,, ;,r ,,/. fi' THROUGHOUT THE DURATION OF THE PROJECT INCLUDING ADHERENCE TO THE STATE NPDES -'"' , PERMIT FOR CONSTURCT I ON ACTIVITIES, IF APPLICABLE. Ur EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. rfF ''' ' r '" ' ' " 'f r/;;i r /' .if'./r' / r /r 18 / %, P/L 1 ///l,r%%r ,f '%/, ; ,, ,,r ;,.,/, ��' VARIES NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. , /,, ,'; /, , rJ „ / ,„ ,i.: VARIES ** VARIES " 6 MIN. 6 MIN. ' 3' MIN. 1 ' 3 MIN. 1 1 3 MIN. 19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1 > , rf�, , f, MUDSILL MIN. �n COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ;%-/ ',fj ,% r fj/ ,, /// MUDSILL MIN. MIN. MUDSILL 6 MIN. / „/f, r FG FGFG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A /,/ '! PUBLIC RIGHT-OF-WAY. ,, ,,",;,r ,orf /f/'', • . EXTRA DEPTH FOOTING 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT �/ ® ' Q AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS =s%;fj; � !�%' DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 12" MIN. 12" MIN. =PAD ELEV-FG WHERE NECESSARY 2: 1 MAX. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. , „ 6 MIN. 12 MIN. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SCALE: 1 = 100' 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. AND CLEARANCES FROM STATE OR -FEDERAL AGENCIES REGULATING THE PROVISIONS OF 21% MAX. MIN. 21% MAX. 2% MIN. i r r, , 21% MAX. `D STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE �'/' LOTS INCLUDEDSECTION C CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE /f / f r, „ ,� f61 SECTION 13-13 CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. /...r!/,r „ r �'// SEE TYP I CAL SIDE YARD DRA I NAGE ,r ,f/ f, f, SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES w f„'%', , DETAIL NOTES 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL '% RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE HE PROPERTY ' EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, T � r,,,,?,i;. OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL %' !';if'/ FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT {SEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT N 45' 45' 45' 45' � I AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING ® i ' THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING CONSTRUCTION NOTES & QUANTITY ESTIMATE 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, N0. `� THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR ITEM QUANTITY UNIT N DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE Di LOT GRADING ( 18 LOTS x 50 C.Y. ) 900 CY o cO THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35' WEST BEEN APPROVED BY THE DIRECTOR OF PLANNING. FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN (2 INSTALL 3" P.V.C. SCHED. 40 216 LF 1 w ON A MAP OF TRACT NO. 29286, MB 298/86-89. �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 18 EA Ld Ld ASSESSORS PARCEL o ® O 1-1 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 18 EA 0 OWNER DEVELOPERPLANNING DES1GN CONSTRUCTION PORTIONS OF 916-040-009; 910-110-013 z 0 Q LENNAR INLAND SOUTH 4aa1a COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 LEGAL DESCRIPTION TYPICAL FOOTPRINT i J TEMECULA,CALIFORNIA 92591-4679 TEMECULA, CA 92591-6022 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, SCALE: 1 " = 40' lJ LT 1951.676.8042 • FAX 951.676.7240 • www.RBF.com (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. ® Q CONSTRUCTION RECORD DATE Y REVISIONS DATE ACC' ENC A DESIGNED Y Y CHECKS Y DRA N CAL Q�aIEss1®,�9 RECOMMENDED BY: ,, DATE: DEPARTMENT OF PUBLIC WORKS a 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��® ® T�1dH��� J. FIELDS J. FIELDS J. TANNER SHEET NO. v i CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� �� PLANS PREPARED UNDER THE SUPERVISION OF o� T COUNTY BENCH MARK T-46-81 RESET 1997' -- ACCEPTED BY: DATE: �� OoPRECISE GRADING PLAN 0 EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED c� id®>6�132 �a ' - INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp / fir - DATE: RONALD J. PARKS ° - ' TRACT 32437-1 :Ma_ - - 331 OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS r:F: e= 8 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL '�� 01v I� �� d _ PHASE 2 LOTS -60 ~ DATE COMPLETED CONCRETE SIDEWALK. ION = 1097. 163' N/A �� OF Ch L1E® R.C.E. NO. 60132 EXP I RES: 06/30/08 R R.C C.E E. NO. 19744 EXP I RES: 9-30-07 f'ro,��9 o ° OF SHEETS) i i t i { ' � R/W `k, " =y 5 5 INSTALL , FL OF PIPE 1/2" SIDEWALK REMOVABLE ABOVE GUTTER 6" � I FLOWL I NE PLUG INVERT ELEV. A 4" PVC PER PLAN 2% 77 �. i� ZV � I , r INV ELEV PER PLAN 1 t { CURB & GUTTER 3"x4" REDUCER 4"x4"x4" TEE ( ` 1 3" MIN PVC (SCHEDULE 40) - 0 " 1 e l E , I ELEVATION cp 9 V+ °G � � " 1 1/2" MIN. COVER 0% MIN 99 - h1 - ��� o N � u 9,° 1,6„ z � 99 a o+ 5' S 9g �G9 o G • `t 1 t VG j I t 11 p0 1 0 0. FF 10gg 9 CD co 1 T AC � �I � - FG � p� ; X9.9 � � T ,k�O�11�1[�ARY�, � 4, _ °, _ ;f � I PRIVATE DRAIN THROUGH CURB DETAIL %3 I � FG �°y 4l "� o 11pp 68 m �k ]� wCD _ l E 1 i m 2 s99 5 ' C (� S G 9B a �I 99-gLd X I G G --, rn GF'11 O o °'fG -00 y � 00 9 of d C3 N ��I N ao ' S 9 Q 0 . � CONSTRUCTION NOTES 9g2 SSsFG c' v� Q INSTALL 3" P.V.C. SCHED. 40 V Lo co �I I 1 -\G Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET S o `� 9 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT �� � � � � � ��• 3�, 50���0 2 mrn w�yr u' '� ) N �� � ���pER 4G1 • I 1 ��' �2 ���� 9 � ffi ^ �oo6'fl8 0 , I 6cp 1 36 S D PER L 41 �. , -' Cl }} DO 037C0 � i � . 97.5577 TC MOOT ; ° k 8" SEWER= 1 ' 0 v CC I TRACT BOUNDARY - 8 s S, 14 IV - - cb 0 _8„ WATER n r ca g) S 1 .90 d> os V + D ai U O I ' 12 @ 2.07. 11.60' Rl 2 i 1D.41= 12' @ 2.0 Nt 25.38° 2 �� 98.54 TG _� M� N 24.62' S 29 98.04 I E 00 ------------------J 1 ti a' cam! 98.27 TG o Nlcl �■ 99.7 97.77 0 FG ® 5 5 5 �2 p t15 I �� R gti, g11f Va GF=1100.38 E I 99.9 F� GF'11p0 FG N 6 '6 - G - 3.6'± i 4 t' + 00.3 o; �5 I ' FG 3 d .3 38 00 Ld Ise FF = 1100.88 z 9 8 35 o - 9g 11' rr I 00.3 PE - 1100.3 00 58 0: o FG p�� FG sf err 6' FG O Fp 11 p0.0 0�.3 pE 11 ©0.0 0 I 6.Z90 i o 11 El6' FG DO F� M�� 6 '� 0 I ��� 9° N I 00.1 0 o w 69'99 \ v i FL-HP 0 ' is N N CI 't .O cl� 1 .0% MIN. = ++ MIN 0a d / ,� 70. 00.3 N F� M 57' FG 99.B � , 15.09' 59.26 1.A� / 1 �p � �,, �, 20 40 60 N , w _ _ - _ _ 0 Q ol GRAPHIC SCALE i w V i I X99 D u ` L° L l d PLANNINGDE6lGN E CONSTRUCTIONj 1100 0 40510 COUNTY CENTER DRIVE Q TEMECULA,CALIFORNIA 92591-4679 C:ONSULTINrm 951.676.5042 FAX 951.676.7240 ■ www.RBF.com J LDOO-083GR z 1 I CONSTRUCTION 13ECCR1] DATE BY REVISIONS DATE ACC'® BENCH MARK DESIGN Y A Y C� C E DRAWING Q GALE Q OEESSIO* / `�� J. FIELDS J. FIELDS J. TANNER RECOMMENDED BY: DATE: e° DEPARTMENT OF PUBLIC ® K 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� TSN Q CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ®` �F'P SHEET N0. Iz PLANS PREPARED UNDER THE SUPERVISION OF -� COUNTY BENCH MARK T-46-81 RESET 1997" _ o° -�" 7/4 � EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOT "' _� ACCEPTED BY: DATE: !4I®� aF Tic M _-- INSPECTOR G PLAN THE SOUTHEASTERLY CORNER OF THE BRIDGE ED Exp.®6� � " DATE: RONALD J. PARKS v�� - G�9 2 � OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS = NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J° r - DATE COMPLETED ✓ c1I� "� d - CONCRETE SIDEWALK. 9jN. _ PHASE 2 � i ELEVATION = 1097. 163' N/A OF C AL1 R.C.E. NO. 60132 EXP I RES: 06/30/08 R.C.E. NO. 19744 EXPIRES: 9-30-07CLARION COURT rAro 'i9es- ® " LOTS 43 47 OF3 SHEETS / 'I ' LLJ wW \ \ ° < 1 0000 o s \� \ FG �� � o � \\ do 64.56' V A \ \ - - - 9 4.60 - - 9.1 21. 3 •� \ \ I I 98.9 - �r 26.11' _ _ r,F o. g i @ o \ \ H_ _ FL-HP --H FG- " -- - - - - 98.8 ��•�@ � F�� o ?n \ \ \ n 5 91 MIN. -H 98.6 FG J �ZN C.Q.99.1 FL-NP F1\0 D \ \ A \ l e o o FG 1.0% MIN. - a Z 1 1 z SM IR 2437' a N�� ❑ g ° 9`6 2 0-- � � � PER l,� � ' pp�apGFz V A \ 11 'to �G 9 � 99.1 o o � �� Z FG 109 FG 5 I 98.8 FG a \ \ A \ \\ 99.1 :z 98.8 z 2 FG 76 5 5' -� o \ \ \ - FG °' g FG � � 10g� 2 \�,.� 9'1 • - �` 09`6' FG 94 3 0 \. -z GF-1099. 18 g � �+ g URN 5 -` v @� ' `�• -- � TO EO �'�� . ' � \ \\ \ TRACT BOUNDARY I i I o FF = 1099.38 rm PE = 1098.8 0 > 9a© 97 ' 's / . • ' \ \ \\� r� 2 �; c�• ° G FG $ S s, FG p9� ® g4 cry \ 1 1 2 F 2 6 t1 m \4V, 1 � , T \ V A 98.6 � VA I ° cn g / Qc•2 1 .7% \ \ ( w m F 4 �- 5' `�'� s'6,�' 9 G 94.46 rn .2VA 99.1 98.6 6p.62'FROM ` =� 1 m 1' o r� e= 6 �� rn o� 0 6�' S g4, 14 DWY 94.51 ----- --_ _ FG 8 98.1 �' FG e" 9� ' c5 S, `U', `r ul A'� $7 BC, FS 5. ao 7 FS_GB GF=1098.88 �' FG o , o'. na,w I 5 IC//-Sc- 97.38 B 93.88 W=10 9� U' 97.38 TG - .4 o, cP �' J' H e Rl y cn \ T 1' �° Q: t0•- "-` Sy 41' fid' E I ui� N �� y FG `* cv r o 15> 14 rn 70' S 72° d m 1 N .13 IE 6' es' w w 4 ® o `n w re 96c� 8„ SEWER 53 2p 2 S 2.pq oa °' `` cQ li a �+ oo 2 67.17' 2 W V rn u t" \ \ \ ------ �_- ' G 1 - 2 12 � 2.0% r� - �\� 2� 1 m 14 �v o,l� r v� Q 24 I �C o v v w 1 N + cap 14 - w ' I.c) °\ U W i'J '�^ ' `g6 96 O d' '' + _ `- N _ �•�• ® ti �� m + C3� �p�j Qt` �1 1, T ° f v�- ° c3 � o, rn � \ 6 $„ SEWERo� 9 y / Lir o,�+ © �, o + t + 1 y' > ft'" er cV N I 14 _ AVI 17.35' \ g F ��r o - EN N 14CDI o 00 d ti 96 T6 a lIE� y cv B. S . o1 5 \. car 3� �r V o ` ca I S cv 8" WATER r S 95.29 o, �� �S 0 E o• FG \ I� �I o 0' \� a�r- r� p 55.0 0 o 97.67 TG 55.27' + C3'� �e 97. 17 o ra °� �° n of a- N t 5 mII: cw 2 12' ® 2 12 � 2'O S 55.00 o � rncn � s d 966 12, F 39. _ n a' 51.89' ® 2.0% 2 02' S 96.35 TG m 0 - r: m w o S 14 ui 95.85 5 N cn FG i'' 98. N �w 9.81 TG r� r� 8 5' 4 cn o cD w S 53.43' N N d 86.44 0 97.4 o cn JL)., FG 141 ti r «. cn sc d a� r co d a e 1097• I 97./+8 L oa ® � N: cD m 1, 5 GF- 97.7 GF 9�2 FG `� --- �p '� �� \ rn cn co ca 1 2 t / 98.3 �m 5 m c�, 2 a? a n ®� t MItJ .6 •6 �: 7 FG GF= 1096.98 � - a• •1 rn : d m 8.v 98.7 \ GF=1098,98 97.4 98.2 0 o 96.9 2 `t J 98.9 5• `r 98.7 °i FS-GB 8 F6 5' 1 �' 1 \\ �1 \\ FG rn 1 09� a � ' o / ° 6 _o w FG FG r�c� r 7 4 FF \ o n 1 98.9 1' 97. 97• o `®! Y +�� FG m 2 aI �� 2 FG z Z 96.4 F _ 1096.9 Z ° @� l o, \ o 1 GF=109 5 ami .2 9't °S `� J 2 = 1097.98 FG PES 96 ( r� V / 9.48 w 2. v 98.9 L i 98.9.... .1 -� •6 .6 MI\� PE. FG o t = 1099.9 } cn FG --- , 48 97. 96. FF FG 4 9 0° 1 � PE = 1099.4 � 1 FF = 109�•g � FG _ FG ❑ � - / ® 5 97.4 ( 5, FG ®. g ❑ 96.9 96° �@ \ g6• J O� t FG°4 z. g �rn z 5, 97.9 FG FG 5>: F�% \ 06' •� '1 a� FF = � FG ❑ o \ s 98 :0 1099.68 : ° FF = 1099.48 ° GF=1098.48 5' ❑ 5 ❑ MIN• c� \FG1 FG 3A FL,8 o a\ ❑ a 99.1 PE - 1099. 1 PE = 1098.9 0. 98.4 � N 1 .O% n cs \ . 11 1 (z ❑ 5' FG 99. 0 6 98.9 98.9 `° FG FF = 1098.98 O i / pj _ \ \ / \ 1 r 1.07 MIN• 97.2 , ` 1 0� MIN. 99 4 (� FG FG FG 5> rn PE = 1098.4 r 7 FD-HP FL-HP �, ,- FG N , 5' o z ❑❑ _z 98.4 �. 98 �n N�� FG --- MIN. 97.7 96,9 99.2 98.9 FL-HP MIN. �' o ❑ se oz o +� FL-HP FG 1.fl% N�� _ �°. ®• - � FL-yP � � N m 1 .0% MIN. 98.7 98.4 g7.4 55 p0 - d FL-HP FG 1 .0% MIN. FG r� N co o 0 97.9 55.02 ® --- ' \ E N o ++ 98.2 98.4 o ® - r FL-HP FG 55.11 ® - \ Lo _ \ N 99.4 99.1 98.9 66.86' -® ---- 55. 10' FG FG FG - - -- �o \ \ 55.25' 70.95' - \ - 00 T - - - - - --- - - - - - - - - --- - - - -- - - -- -- ---- -- - - - -- --- 0j - ------- ,�C' w 01 `? p G p o Z ROAD PER 1 2X0 L003- �o, i ' N 45 _ �- \\ 4� _ _ --- - _"-__-__- co j 43Li Ln CONSTRUCTION NOTES _ ____--------- U U-1 \ INSTALL 3" P.V.C. SCHED. 40 20 0 20 40 60 CD PLANNING DESIGN E CONSTRUCTION \ CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 0 N.D.S. NO. 40 OR EQUIVALENT GRAPHIC SCALE INSTALL 6" GRATE PER 40810 COUNTY CENTER DRIVE O � TEMECULA,CALIFORNIA 92591-4679 p CONSULTIN6 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com o j Q J CONSTRIJCTION RECORD DATE BY REVISIONS AT ACC'D BENCH MARKDESIGNEDY DRAWN BY CHECKED BY , DRAWING NO. a SCALE Qg,OFESSIQk� RECOMMENDED BY: DATE: DEPARTMENT F PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��® T����, J. FIELDS J. FIELDS J. TANNER SHEET N0. N CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �. '� PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" - --`- ACCEPTED BY: DATE: �q EASTERLY OF THE CENTERLINE OF SR-79 AT 6D rte, INSPECTOR AS NOTEDPRECISE GRADING PLAN No.60132 - a RONALD J. PARKS 3 Exp. /30/ j THE SOUTHEASTERLY CORNER OF THE BRIDGE DATE: TRACT OVER SANTA GERTRUDES CREEK; 4.5' JOHN D D. TANNER III DEPUTY D I RECTOR OF PUBLIC WORKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� CIU1�- �� _ Q DATE COMPLETED CONCRETE SIDEWALK. p 60132 06/30/08 19744 9-30-07 « ic R.C.E. NO. R.C.E. . ELEVATION 1097.163' N/A Qf C LF SHEETS I