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HomeMy WebLinkAboutTract Map 32437-2 Lot 49-62 Precise Grading GRADING NOTES 0;7 0"Oct 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION �G'QR�Fj. AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE a �g 215 ACTIWATER CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. PHASE 6 LOTS 49 62 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 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FOR A MINIMUM OF 3 FEET. �� � a, � n precise ing P . P 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 : 1 . 16 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR State Calif ornIa STORM FLOWS R 3OR PROVIDE GRADED BEGHTRMS ALONG THE TOP OF ALL GRADED �� In ci o e TODIRECTSURFACE RUNOFFAWAYFROM THE TOPLOPESme cul SLOPES � HAOF SLOPES. 0 GRADED AREAS N LEGEND sm 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB 0000.00 ....... THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT I T A F I NAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TC FLOW LINE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO -� -/ o F////7//7/, //7////7///z r///7//=/, //z Fz 7//7, ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F� $O� T' � S3� S4� � � � � � � � � � GRADE, ELEVATION AND LOCATION OF CUT / F ILL SLOPES. F I N I SHED GRADE 28 29 S2 � SS� 58 �7 Si' �O �1 B2 �n � / S8/ i �M 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ,; SHEET 2� SHEET 3 1�M 34 30 � ONE FOOT. 8. ALL GRADING SHALL BE BONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TOP OF GRATE TG GARRISON _DRIVE VICINITY MAP, SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. - '�----._._., TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF FOOTING TF "' �3 NOT TO SCALE DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 31 48 7RAC]' 3:2437--1 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY TOP OF WALL TW (13SOILS REPORT. S7 S8 44 3 4.3 HIGH POINT TOP OF SLOPE TS 14 � PAD ELEV. -0. MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � 32 4'7 � � 3� a A HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 154 � '� 4$ V V 6" MIN. FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . O 33 48 S8 � W 42 3� Z 31 MUDSILL PAD � sed PAD ELEVATION PE 0000.0 � IN GARAGE AREAS 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 118S q 4 op AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY y' I fl' I 54 48 GARAGE FLOOR AND IS 6" MIN DURING THE GRADING PHASE. FINISHED FLOOR FF 0000.0 34 46 � S9 41 � 30 :• : �,� T ABOVE GARAGE T FLOOR SLAB fD�PT (ori VARIES B ARI2*** B C RI SC 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WATER SERVICE -�W 68 3' {� ,k,k,k am VAR* VARIES �� wNERE ACCORDANCEAPPLICABLE, WITHGCOTYDCODES,PRIORSTOSHRUBS, APPROVALCOMBINATION INSPECT�ON. SEWER SERVICE -� 3S 44 � � 80 $3 47 1 �9 G A RAGE DETAIL P PA SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 40 AD D WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY 87 FF FF z � 38 43 48 38 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS S2 .- BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE � � ' 68 $g STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. � �� z z I LOT NUMBER 11 ' � S1 12 MIN. ABOVE PAD ELEV. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL M 62 49 '/'�� �z � g ~�' oo� � APPROVE PLACEMENT OF FILL. 1 � � o � �' M � g� o 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION 1A � 38 41 69 ROUND OFF TOP AX R cy � 7 P/L .. ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING � $Q 3�p37 8 5 R W AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. INVERT ELEVATION IE � 39 40 70 (13 -,jam► $ 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW �• a TYPIC A L SIDE YARD DRAINAGE 3 � � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS - - - - L�... ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ENHANCED ELEVATION TYPE- EH EMERY DRIVE WHERE: 18' MIN TO GARAGE DOOR AN 10� MIN TO BUILDING. ❑ Q OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES, CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SECTION ENTRACES) MAY BE SETBACK A MIN OF 7' . SLOPES OVER 30' IN VERTICAL HEIGHT. AMOUNT OF EXTRA DEPTH 7 G7 324 -1--1FOR REAR YARD 3 SLOPES GREATER �� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING REQUIRED O 4 2S 26 �►7 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 1 THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. 22 23 2 OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 20 21 � �� (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXTRA DEPTH FOOTING THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN � ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL BE GIVEN. ADA PATH OF TRAVEL IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DROP ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE DROP GARAGE O•X� 1�19 18 17 18 1S 14 12 N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. CHARLE3BUR(� DRIVE VARIES *** R VARIES *** �� VARIES *** P/L NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. --�-- 6'� MIN. � � � � 6 MIN. ��-- 3 MIN. 1 1 3 MIN. 3 MIN. 1 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO -' MUDSILLN MIN. MIN. MUDSILL MUDSILL MIN. ' MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. -� FG _ FG FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A •�: £ PUBLIC RIGHT-OF-WAY. 4;.� .:•; •.; ' ' EXTRA DEPTH ;.• �" INDEX MAP �� ��� �:.• FOOTING ••►eLn 0. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT � 12" MIN. 12" MIN. =PAD ELEV-FG �� 2; � MAX. o AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS SCALE: 1 " = 100' DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL WHERE NECESSARY NI-1 8E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. LOTS INCLUDED 21% MAX. MIN. 21% MAX. 2% MIN. w 22. THE ISSUANCE OF THIS PERMSTATEIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE CLEARANCES PROVISIONS ANY REGULATIONS. THE SECTION BmwB 21% MAX. $E C TICS N CmIc Z Q CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE � �� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES aE'�f'�E' SEE TYPICAL SIDE YARD DRAINAGE W CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. DETAIL NOTES W 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL 3 RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE o EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY o OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL ctO, FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. CN THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO CONSTRUCTION NOTES & QUANTITY ESTIMATE 45' �+ 45' � 45' 45's45 DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULTc"44 AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO. ITEM QUANTITY UNIT r NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING Q1 LOT GRADING (14 LOTS x 50 C.Y.) C13 rl- 700 CY N SHALLTHAT THE NOTDIFYC�HERY IS NOT AN PROPERTY OWNERCOFE�U�HIDETERMINATIONAL RANDUSHALLTHE AUTDHORIZE THEFPLANNINGRESUMPTIONBASIS �, � M O F NOTE �2 INSTALL 3 P.V.C. SCHED. 40 168 LF 1 � 4j OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, ,- 2 � T f r- w 1 THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST O3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 t4 EA `+' o C° N DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � � C � ' °) _ BEEN APPROVED BY THE DIRECTOR OF PLANNING. ON A MAP OF TRACT NO. 29286s MB 298/86-89. O INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 14 EA � �1 `O w UO CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.N0.207 14 EA ASSESSORS PARCEL NUMBER, W PLANNING ■ DESIGN ■ CONSTRUCTION D / DEVELOPER PORTIONS OF 916-040-009; 910-110-013 ' Z 0 LENNAR INLAND SOUTH LEGAL DESCRIPTION TYPICAL FO� 0TPRINT 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 TEMECULA,CALIFORNIA 92591-4879 C O N S U LT I N O 951.676.8042 ■ FAX 951.878.7240 ■ wwwRBF.com TEMECULA, CA 92591-6022 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, SCALE: 1 " = 40' (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. �„��8-1�SGR c' Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY � C I T � �� �� �� ��� DRAWING NO.SCALE �OFESSIpRECOMMENDED BY: DATE: ��IoyDEPARTMENT OF PUBLIC WORKS a 31/2"DIAMETER ALUMINUM DI8K, � J. FIELDS J. FIELDS J. TANNER SHEET NO. � FLUSH M � T AN�r CONCRETE CURB 8TAMPED'RIVER3IDE COUNTY HORIZONTAL �� �� F'� �y PLANS PREPARED UNDER THE SUPERVISION OF BENCH MARK T-4881 RESET 1597 EASTERLY OF � CONTRACTOR � r � � y .� S .�� T � PRECISE GRADING PLAN �- •-. rs„ ACCEPTED BY: DATE: 4� R � � o THE CENTERLINE OF SR-79 AT THE cp AS NOTED No, ` TRACT 32437-2 INSPECTOR SOUTHEASTERLY CORNER OF THE BRIDGE OVER � v __� DATE: O DANIEL A. YORK t _ Q 9/UV'TA CiERTRUDE3 CREEK;4.5'NORTHERLY OR .,� �D• �/�/� � DEPUTY DIRECTOR OF PUBLIC WORKS r `;p � �,� JOHN D. TANNER III o ;�":'...,''� PHASE 6 LOTS 49,m62THH 80UTHERLY 81DE OF THE CONCRETE VERTICAL f (' � � ��, ..18$ t' Q DATE COMPLETED s��� ELEVATION�1097.183' N/A 'lf OF c(►�.1��� R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 43212 EXPIRES: 3-31-08 a,�,tl�;Q� TITLE SHEET OF 3 SHEETS� TRACT BOUNDARY � 28. 17 �.. 36.31 1 68.81 68.22' 57.33' r 57.33 �■. 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S' 'Z r�•- d 15.58 1E co 15.62 I E 17.6 cow co n � o ,-- ._- , - 4 �a• -� •.� -.. - . ,. w to o 0 .- 0 17.34 I E ns S 57. 3' FG `` , r, 18.5 - , 27.903 . 57.33 S S 57.33 �- FG 57.33 w �� L 18.42 12 @ 2.0% - - � 12' ® 2.09' , ,....r. l2 2.0 2 2 l2 9 2.so N0 uu 11 + (-3i� yj CN y-c� w U W - cq - Q) U W U W 0 .. �7 U ��• O �,.� 3 3 0 „ LU 00 00 �-" a) }.°Q �-..-� �- �, r >-oo cv a, },rn �. 16.5 C� �. ,, ]` SS�� �o .-- ti r p n . C.1 N - cv ct�CJ (O �' D cs) �, n 17 77 ti y / ,► C' o 00 4.r �- t, �- 0o fn r ...�, ton r 1.00% rn CD Up) 0.50 o .� �.? 0Q a v . FG �` C� O �,. �`' ` 5 + c�11 1.00 n '� oo° 00 cn i c� ii rn - '`-cn�.o � •i- �, o �.E-. IV6 �' Dp 0.81 - - -8 SEWER r - -- - - - RIM - _ - - -- 8"SEWER-c' �. ' 14.41 -------_ _ r r ,'-'t"- r r i- r�^' r 87 to (o^ `� 5 RIM 5 1 1 3 3 5 12 3 •06 �N 0 moo, - - + - - - - - - - - 5 - - -3 - - 5 - 13 5 3 14 LoGARRISON DRIVE "-ft C/) 4 „ Oo 8 WATER - ---.._... ------ __.-_ ---- ----- -- -----__...._-_- __._� ��� �l�� ___. ___ 8" WATER 14. 00 .25 7-C N K <� 48 13. ci �� �� a 1116 , 1 Ln 31 c%4 TRACT BOUNDARY 11 16 ,� 63 57 56 44 1 4,0� � I 1117 ., 8 111 / n1 1 � �601119n5 w L:J '1 TR 32_w/-?13 / E T_E1 RACT BOUNDARYFT rc vom 10.87 ME DAYTOM RIM r E 0- 0 CONSTRUCTION NOTES n INSTALL 3" P.V.C. SCHED. 40 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET ¢ 0 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 0 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 Q z 0y w R/W w 5' S' INSTALL � FL OF PIPE 1/2 S I DEWALK REMOVABLE a ABOVE GUTTER 6 PLUG FLOWLINE 0 INVERT ELEV. A 4" PVC PER PLAN J 2% � 1 1/2 MIN. COVER `- N ♦ .' y..r +F I !f\ P7 J 9„ 6„ z w INV ELEV PER PLAN CURB & GUTTER a 3"x 4" REDUCER 4"x 4"x 4" TEE SECTION A-A w U 3 MIN PVC (SCHEDULE 40) w ac cz PLANNING ■ DESIGN r CONSTRUCTION 20 0 20 40 60 U z ELEVATION C) PRIVATE DRAIN THROUGH CURB DETAIL 40810 COUNTY CENTER DRIVE 0 TEMECULA,CALIFORNIA 92591-4679 GRAPHIC SCALE > J C)N S U L�T I N 13 951.676.8042 " FAX 951.676.7240 ■ www.RBF.comLD06465GR o Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY i SCALE Q�0' SSIQ,y► DRAINING NO. 0 �- RECOMMENDED BY. r DATE. '' /� CITFT EE C U L A DEPARTMENT C)F PUSLiC WORKS cl 31/2"DIAMETER ALUMINUM DISK,FLUSH IN TAN J FIELDS J. FIELDS J. TANNER CONCRETE CURB STAMPED"RIVERSIDE COUNTY d' N �` SHEET NO. CONTRACTOR HOR I ZONTAL ,��• PLANS PREPARED UNDER THE SUPERVISION OF N BENCH MARK T-48-81 RESET 1897 EASTERLY OF M � T � DATE. I910 c PRECISE CRADIACCEPTED BY. ,� Ni PLAN THE CENTERLINE Qtr SR 79 AT THE AS NOTED w IVo.g 1 INSPECTOR SOUTHEASTERLY CORNER OF THE BRIDGE OVER � � �� v _ AT . D DANIEL EL A YORK �� �- DATE: Ln SANTA GERTRUDE$CREEK;4.5'NORTHERLY OF ExP• 00/30/ �::. ; TRACT . r 4c DEPUTY DIRECTOR OF PUBLIC WORKS YY• �, JOHN D. TANNER III THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL �` �, DATE P SIDEWAIX �' 1Y1�- `"' :-...... .. . �• PHASE 8 COMPLETED �l Q�' R.C.E. 00132dr .............:... Q ELEVATION 1097.16Y 1� N0. EXPIRES: 00/30/08 43212 3-31-08 N A o �. R.C.E.R C E No. EXPIRES. as :ilea GARRISON DRIVE w LOTS 49x-66 OF 3 SHEETS TRACT BOUNDARY A A A 57.33 57.33' 57.33' 57.33' 57.33' 74.23' -H wQ �� -•' r 2: 1 MAX o �" Q r r (V 2: 1 MAX UD o N `y ¢ 2: 1 MAX n 2: 1 MAX 19.9 \20.1 -- - __.. .-- FG 19.7 FG 19♦$ +� 20.4 \20..7+r FL-HP Q, FG 20.2 +i FL-HP cv .- 1 .0% MIN. FL- - FG 20.4 FG 21.0 \_21-2 1 .Q% MIN. cv 1 .0% MIN. Q _ FL-HP r-- FG 21.0 `- r r •-- FL-HP N 1.0% MIN. r +r - •--- O .-- � .. O z � rt N 0 _ ... o � � � r. N � 1 .0% M N. o, ---.. 6 ❑ 5 c 0 " 0 1.0% MIN 21 2 I y 7 y _•--... f 5 gq � 19.9 5' Ej❑ `� oz r` Oz FG z w Qz ~ 19.9 /4B Fir VFG 20.4 �, 20.4 • '� .FGf N � Nomm 6 z� 0.1 7 FG 5 FG 5' [1 't [� 5 ❑ , M \LR '�' ❑ 0 o :z158 20.1 � � ' 0.7 7't 21.2 z 21 Z �� 21.2 •. • rF::;= 1120.48 � � FG a � 2,5_ 6 se FF - 1120.98 FG FG 62 �., I--,E - 1119 9 0• - _ � -z FG �� 20.7 '-� r r r -� • PE 1120 4611 �� _ " o :. - 1 .68 �� � FG z .3 � R ._..,�-�' 1 1 19 ,� 9 0 FF 1 20 o 0 PE = 1120. 1 `� �: FF = 1121 .78 20.9 - • •1 = FF =: 1 121 .28 21.2 PE = 1 12120 FG 1 1 120.7 FG L on � .1 .2 20.0 o06 FF = 1121 -78 GF=1 121 .28 5 34 19.9 FG 5 Q, •2 � 20.7 PE = 1121 .2 1 .4 1121 ,. 0 19.7 � 20 �. �- t FG FG ao ,3 FG 20.2 - 2 FG 6 cw GF=1 1 19.98 0 19.8 5 _ FG 5 GF-1120.48 5 � a 21.2 TRACT BOUNDARY o� FG •7 U- .3 -.�Q� 0 21.0 FG .8 GF=1 120. 18 w 2D.4 •1 �1I/V .6 .6 FG lQ ae r .6 �?. �- co m J F=1 121.28 .. oo - rn c� w r~ 0 � FG : w 2 .6 - 19.1 Mi o 19.5 r- 19.7 0 GF=1 l 20.78 .6 • a .2 •�' - - � �--' - .7 FS 5 .7 FG N : � .� v r FG FD °° '�. � 20.1 �". N 20.5 o N : °' 18.40 TG c� - • . cs 21.0 2 N N 1. o 17.86 TG oma, 0 v 4 17.90 I E °° �' i �,• in FG FG FG F5 GB 5 - 20.5 17.38 I E o 1 ao cn a a �... ___.- o, a � FG MLo (s) 57.33 - r' L=46.93' S _ S oo cn an � ;�- 20.6 1, � • r� L=57.49 �--�•- -- 0o cn N 19.06 TG FG ,.» , N v� . . Y �' 10.41 l2 C� .0% ...,, ,r--U- o6 4 in .-- � - 2 12' @ 2.0% ;n 2 12 0 2.0Z 2 �' ,- 18.56 I E u� ,� cv � •6 1 ^� •� v; 19.37 TG o L=52. C) 19.11 TG �, ai v�cn � °'w 4F Ir S Fwl W W MNI 31 S � 18.61 I E 4 20.2 c .-w r 18.8 2 S L FG �; 38 85 12 @ 12. L-17.54 � w - � ,�' '�' r � w 2 2.0�' 12, 2.3.69 L=22.82' ,r..• 2 14.41 •�� �' w ^ v r- ~ Qo .- ,� N W 200 W RIM ti ' °'n' a i �. c` + �'` u� gyp'a vc, 0.50 rn� _ W 8"SEWER-Pe-) 17.77 '�"a-w •''' + �'� � n q~ �• � 0' 7� 14 RIM 5 - - 3 - , 3 c ''• 1 G oo w ►---`-, ►� N ir- �' �. d`° 5 5 .-- n n n q�C 0.6 77, r- Co- �� �� i'`"t� 11 on� a�ao w ~ 00 co ,��, 8 SEWER--_�}=O q- 3 T- I- r oo GA, - 3 (0 0 5 19.07 8 WA TES 16 1 ao ; ,. 5 RIM 33 r 1120 8 r Y 8„WATER 44 r � am coo 11 19 , 5 4 J 11 19 � 4I .. I i s TRACT BOUNDARY � 112 � � � 5 I � I I I 18.50 RIM -f R R 3-, 2 -7 3 2 3 I ILJ 32 I 11 20 ,� � � I i I I 6 L I : NC UR PRESCO r- CONSTRUCTION NOTES 0 'N_1 2 INSTALL 3" P.V.C. SCHED. 40 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 w a z 4 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT z . w w 0 �i 0 co N It pyo N ii I � r• �4:• ccv 1-01r- cfl w cn Q a w U w 20 0 20 40 60 z a PLANNING ■ DESIGN ■ CONSTRUCTION GRAPHIC SCALE i 0 40810 COUNTY CENTER DRIVE 11101 ■ ■ TEMECULA,CALIFORNIA 92591-4679 LD06465GR z G 17 N S U LT I N 13 951.676.8042 • FAX 951,676.7240 ■ www.RBF.com DRAWING NO. o DESIGNED BY DRAWN BY CHECKED BY � '� DEPARTMENT OF PUBLIC WORKS Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK VESA j RECOMMENDED BY: -. s�` DATE. T NO. SCALE Q�► �y� J J. FIELDS J. TANNERSHEET � J. FIELDS DISK FLUSH IN YAN N 3112'DIAMETER ALUMINUM � NC CURB Sl'AMPED'RIVERSIDE COUNTY HORIZONTAL `i► PLANS PREPARED UNDER THE SUPERVISION OF CONCRETE � DATE: 411c, 0� .� -- Thr PRECISE GRADING PLAN 0 CONTRACTOR BENCH MARK T-48-51 RESET'1997 EASTERLY OF ,� �, � ACCEPTED BY. THE CENTERLINE OF SR-79 AT THE TED `� No.$0132 '"�rn DANIEL YORK TRACT 32 43 7-2 � SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NO ,, DATE: Exp. oe�3p�os DEPUTY DIRECTOR OF PUBLIC WORKS � •�'�� x�.,:±:a.±. Y OF d` PHASE 8 INSPECTOR SANTA GEITTRUDES CREEK,43 NORTHER! :- JOHN D. TANNER III '' o THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL �� el 1� "� - � � A�RI�t'�N DIVE � LOTS �r7���06 30 08 43212 EXPIRES: 3-3� 08 �raaN i�e9•�4 , OF 3 SHEETS � SIDEWALK R.C.E. NO. �. S � tf` fcQ R.C.E. N0. 60�32 EXPIRES: �� DATE COMPLETED ELEVATION 1097.163 NSA OF A�,1