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HomeMy WebLinkAboutTract Map 32437-2 Lot 28-43 & 68-70 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE N0. 04-Q4, AND IF APPLICABLE, TO THE STATE T WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION � 16 218 A yar sp,�� ACTIVITIES. N� 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. OIL Ir"k DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A PHASE 4 LOTS 98 43 AND 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 �1 O A MINIMUM OF 3 FEET. P r P �y e cIs.e Gradin P � 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1 . � � • „ o �g fit► 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR In STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED City of Temecula � of CaliforniaSLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO G� 5. SURFACE BENOFF DONEaWAY UNDERROTHETHE TOP OF SUPERVISIONLOFES LEGEND A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 t, � /i� sm, / THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB TC � 1 7 T E ET 2/ COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. � � � FLOW LINE � 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S � 15 18 17 18 19 20 21 22 23 24 2S 28 2 7 28� 28� �Q�O� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP � 7 CT' 32 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � 7FtA 324 7-�2 / 3O� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG � l � GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN AME8BURY LANE / - FINISHED SURFACE FS ONE FOOT. - - 31� 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TOP OF GRATE TGSOIZ' TWOLSETSVOFTTHETFOINABYCOMPACTOIONAND REPORTOSHALLS BETSDUBMIBTEDRT01THE2004.PUBLIC WORKS TOP OF FOOTING TF 4 g 8 1 VICINITY MAP S � 9 0 11 12 13 14 � � NOT TO SCALE DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION Z � N�3 THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY TOP OF WALL TW 7 CC 32. 37- 2 ,q SOILS REPORT. � 3 .J I" 4 TOP OF SLOPE TS �� �` W � J� PAD ELEVHIGH . MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 pp O �/3S� 2, A HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 2 Q ��//// � j R THIS. INSPECTION MUST 6E APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 „y� 1 1 FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . TRACT 324373 _ 34/ I MUDSILL 6" MIN'. � H z PAD ELEVATION PE 0000.0 -' �� 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION � I I . GARAGE AREAS. AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY � - WENHAM WAY t,.. SILL IS 6" MIN FINISHED FLOOR FF 0000.0 h GARAGE FLOOR ABOVE GARAGE DURING THE GRADING PHASE. ���• �'nP. � FLOOR SLAB' VARIES B ARI **� B {�T CRISC C 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WATER SERVICE 0 � TRACT 32437-�1 2$ � * VARIES � WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 28 38/ �3/ � 'k'k'k IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. N019) NDRD) SEWER SERVICE -�S , ' �"j G'ARAGE DETAIL SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS /: � 88� � PAD PAD WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � ' 24, 27 37,M: 42� �� Z FF Z Z FF z . 2. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � PARK c� I-, � BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF � 84 � /W; �... STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE 23 ZS � 1 38, MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. � t� W � ����� � A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER ill M Z APPROVE PLACEMENT OF FILL. } � V� � z I 1A a 22 � � 39� � w 28 �. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION Z 1 � 3 �,'j V ����� ��� 12'� MIN. A V ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT A R 1S / � � BO E PAD ELEV. EC ADJOINING N I NG J � �� � ( � EMERY DRIVE R W AND DOWNSTREAM PROPERTIES. FROM SILT DEPOSITION AND PONDING WATER DURING � 21'' 30 ROUND OFF TOP GRADING OPERATIONS. INVERT ELEVATION IE Z 2 � � ' P/L 14, DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW � 14 Q 5TYPICAL SIDE YARD DRAINAGE 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 4 I 20 � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ENHANCED ELEVATION TYPE- EH - � 3 i3 31 TRA 32437' 3 WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING. CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � ' OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES, SLOPES OVER 30' IN VERTICAL HEIGHT. 18 � ENTRACES) MAY BE SETBACK A MIN OF 7' . AMOUNT OF EXTRA DEPTH � � -�� DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING REQUIRED O '� 32 CORNER MEASURED ALONG THE PROPERTY LINE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 12 , SECTION A�A �'�E'�F VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 18 EXTRA DEPTH FOOTING � FOR REAR YARD SLOPES GREATER THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT S 33 THAN 5 IN VERTICAL HEIGHT $ 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 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DROP ' 17 - MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE O.X' ' 8 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE DROP' GARAGE _ _ NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. � 10 34 _-.-----'"" - 18 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ..-� -- 7 9 RQ vRro NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. HAR��gBU TRACT 324373 ��.� 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 8 C � � :VARIES *** VARIES *** �� VARIES *** P/L COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ti• 6" MIN. 6 MIN. �r ` � 3' MIN. 1 ' 1 ' 3' MIN.. 3' MIN. 1 ' 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. �� FG 6 MIN. � PUBLIC RIGHT-OF-WAY. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT INDEX MAP �� � F� FG o AN HIS NGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS SCALE: 1" = 100' .%; •.; "' EXTRA DEPTH DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL •b• •':.� FOOTING .•� � BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOTS INCLUDED 12" MIN. 12" MIN. =PAD ELEV-FG �� � 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE WHERE NECESSARY 2. 1 MAX. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 2% MIN. 2: 1 MAX. 6" TYP. 2� MIN. 12" MIN. 6" MIN. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 21� MAX. MIN. 21% MAX. �� SIN, o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE J CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. SECTION.. .- BwaB 21% MAX. SEC TION CwwCw_ 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 �E- �F�F SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �c�� SEE TYPICAL SIDE YARD DRAINAGE 3 EVIDENCE OF CULTURAL OR ARCHAEQLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY DETAIL NOTES � OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL o r FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. c� THE DIRECTOR OF PLANNING Al' HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 45 r� 45 45' 45' N AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT I � CITY,NO COST TO THE N 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 BASIS OF ,BE'ARING, NOTE , �0. ITEM QUANTITY UNIT i in Cq 8 4. �OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, � 2 � T f THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST Ui LOT GRADING (19 LOTS x 50 c.r. ) 950 cY �r o � W DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION- PLAN OR OTHER CORRECTIVE MEASURES HAVE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � E BEEN APPROVED BY THE DIRECTOR OF PLANNING. ON A MAP OF TRACT,>N0. 292,86"s MB .29a-.86-89. �2 INSTALL 3" P.V.C. SCHED. 40 228 LF 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 19 EA , "`'� � ''' '�ONEN ASSESSORS PARCEL NUMBER: Ld 0� PLANNING ■ DESIGN ■ CONSTRUCTION OWNER ! DEVELOPER O INSTALL 6" GRATE PER N.D.S.. N0. 40. DR EQUIVALENT �9 EA j PORTIONS OF 916-040-009; 910-110-013 � LENNAR INLAND SOUTH Q5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STO.N0.207 19 EA o a 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 FGAL n ESe R IPTiON TYPICAL FOOTP'RIN'T TEMECULA,CALIFORNIA 92591-4879 TEMECULA CA 92591-6022 C Q LV S U LT I N C3 991.876.9042 • FAx 951.6767240 • wwwABF.com LOTS 3 THRU 6 OF TTM 29639-2 AS SHAWN IN BOOK 3451, SCALE: 1'� = 40' j (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. LDOV"122GR Q CONSTRUCTION RECORD DATE BY REVISIONS DAVE ACC'D BENCH MARK SCALE ���ES$j DESIGNED BY DRAWN_ BY CHECKED BY- DRAWING-NO. _j o � , TAAI,y J. FIELDS ELDS J. FIELDS ELDS J. TANNER RECOMMENDED BY: DATE: /Z l D U ��� � i- ������L� DEPARTMENT OF PUBLIC WORKS Q 31/2"DIAMETER ALUMINUM DI8K,FLUSH IN �O O � SHEET NO. CONTRACTOR CONCRETE CURB BTAMPED'RiVER81DECGUNTY HORIZONTAL: � y � BENCH MARKT-4881 RESET 1997'EASTERLY OF � � � � PLANS PREPARED UNDER THE SUPERVISION OF O o P THE CENTERLINE OR 8R 79 AT THE � rn ACCEPTED BY: �V�'�'' DATE: _ Z v6 PRECISE GRADING PLAN 80UfHEAB'fERLY EARNER OF THE BRIDGE OVER AS NOTED No 60132- �+ o INSPECTOR � � DATE: I� d� RONALD J. PARKS � �,. 8ANTA OERTRUDES CREEK;4.S'NORTHERLY OF �P• �/�/� TRACT 32437-1THE SOUTHERLY SIDE OF THE CONCRETE � � JOHN D. TANNER I I I DEPUTY DIRECTOR pF PUBLIC WORKS � `'`` :; ; � � DATE COMPLETED gIDEWgUt, VERTICAL J�, e���\, ti's � ����� A� � PWA�E 4 - LOTS ZS-43 AND 68-70 ~ ELEVATION�1087.1e3' �jf 4�� R.C.E. 60132 06/30/08 %r :�:��e�:�:�� � N/A 4f C A�.1� NO. EXPIRES: R.C.E.R C E NO. 19744 EXPIRES: 9-30-07 •a,�,a�oQa� TITLE SHEET OF 3 SHEETS i '� z �.� 5' 5' R/W FL OF P I PE 1/2 SIDEWALK INSTALL ABOVE GUTTER 6 REMOVABLE FLOWLIN PLUG ck-1- E INVERT ELEV. „ .A 4" PVC PER PLAN 2% --. 1p 50 • la t \ 1 116 . 7 CURB & GUTTER INV ELEV PER PLAN 1 3"x4" REDUCER 41lx4"x4" TEE J 3" MIN PVC (SCHEDULE 40) I I ELEVATION R 3--, 2- 3 7 249 I 48 47 4 » 4 44 , 1 /2 MIN. COVER i 1116 . E 1115 . 7 115 . 0 1114 . E 11 "111161 � . 1112 . 5 4 • .► .k r t a p a0 136.79' t 16.7 77.89' 16.9 - 1 .1 55.00 16.3 55.00' 15.4 T4.1 55.00 14.3 ., ro i 18.0 17.4 17.4 rn - FL-HP +1 o 55.00 - FG FL_Hp F a 13.!r �e • `� I FG FG FG FL-Hi' 1 .0% MIN:• cv .5 r` FG o FG ( G I J , • 1.0% M-I N:.. 9 �' 15.1 - 5 `n � I 13.0 cn FG C) I „ z 0 z 16.3 � � FL-HP � FL-HIS � c� � 6 �- • F--4 FG z CD N 1 .0 MIN. - 17 t I ti o N z �, _ 1 .0 MIN. ,n 14.3 cO J -saw1 .0% MIN. � �/ E] cv o rn z FG _ i N I 18.0 'l! [� 5' 6 0 5 s� [] a z - �-' v z o I 15• o a HN � .- 14.3 0 o z SECTION A-A FG / T I 16.9 16.9 ,.--- 16.3 N se FG .-- '� FG FG FG '� 20.00 I � "�A � 5 5' z �-- 2.8' .5/Kl) 1-1 Q 13.2 13.2• I ��d lot •�� � a® ? ~� �--, 13.8 17.731 m FG 'B 4. � � 15.8 _ FG , 351FG FG C� &A 15.4 2.8 i� Q 1 FG 15»4 a •,. 14.2PRIVATE DRAIN THROUGH CURB DETAIL • 1• Q FF - 1 1 17.48 'n 6 3 2 .z FG 3BF .. _ � _ a �� �• r PE -� 1 1 16.9 � 13314.2 �� � FF - 1 1 13.78 _ z , 1 i GF--1 1 16.38 •, �--, ..-. FG 1 PE - 1 1 13.2 `�" ? T�.4 � ,c� vT 5 �• a z � J FG ��, •cp .1 FF = 1116.88 5 GF=1 1 14.38 •1 , o TRACT BOUNDARY o _ .- _ .2 _ �. �• 15 � PE = 1116.3 ,2 a FF 1115.98 FF = 1114.88 -- ew .1 PE = 1 1 15.4 I - PE = 1 1 14.3 0 2 36 � , 1 112 A 1 • .2 I � •3 r� ,1 �-'- Q • ,� 16.9 FG Z 1 .1 Bw `�' �? IUA 0) FG 5 .� .s �.�' .3 0c, N CONSTRUCTION w /GF=l .� FG �. .3 � NOTES � 1 16.9 1 .fi .6 1� .3 r• �, ' 12.9 13.1 •9 $� , 9 CD 15.7 8 .4 �' 3 �' FG - ,,, 7 a FG ,n 13 7 •4 �- r FG 52 INSTALL 3 P.V.C. SCHED. 40 I a - • to 1 v 15.1 ,� FG .- . 5 GF-1113-28.1 153 159 • . � � `� �r ti h j •.� r. .-- 15.5 FG .8 r. ' FG !- -. 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 17 �o a� FG , 13.9 0 21 � Fs--GB 5 F-1 1 8 � � G 15.4 1 Q ___. - 5 8 .5 co 13.3 3.5 w �.." - �` fi `� '�' 't` 15. ` ori ori� 14.73 TG u � b: FS GB FG FG I • „ °D 5 °� •• 4 INSTALL 6 GRATE PER 00 •• �`� 4 14.91 IE .48' 14.23 IE N ,� �n 1 14.9 -' __. +� 12»4 �: E N.D.S. NO. 40 DR EQUIVALENT � FG N �•./ ^? �" �� � S ,r... •6] N �� 1 15.5 FG ,nj _ � ,n �� � •07, FG S M t3.9J TG `° 04 12.9f} TG �: ' "� 14»74 TG I � CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 2 12 2 7 0 15.3 4 co r; �} - r� 1.1 4 11.8f? TG `, cv 4 .3g 13.49 I E ►� 12. .-- - 20 IE .9 FG ? �.. � 0 40 I E `� cv wy.. �; � 1 0 11.30 I E ) .- v.. , a 10. 18.42' S 55.00 S �-- FG 55.00' S 55.00' S --- 3 9.76 ..`"' 12 � 2.a2 12 X2.02 12 � 2.0� 2 12 02.0! 2 00, '• / 1 •` Lo CD q GC' "►- 1wl lwl b. m � ,� U ,� r~- no to w . uj ► v w d- i . �` �o• ``�?. 1 ,� �- cl � 15.16 �- + . r- ►.'`' r ,n c� .""° _ N �' ao `�' �, ' .co �, D RIM N ''` N �' N� cD co rfl N © N o 5 3 �' + © -- + o - a + c� v' d-o' 8 SEWER � u � 41 N e d 9 �1 _ _ 6) 23 3 5 3 5 24 3 5 3 2� A) i voy __ as >> •, I .c 8 WATER h • -�•--+ I 17.3 C• `t oo FG +Hi a Q' 1 12. 1 1 ' +� • ••• � T - s.-_..• w 4•g� Ip 3 r- 17.04 �' LS"� �, L, 1•-0 M IF ...15.9 FL-Ge u, N o _. 15.26 - � Q 15.19 - RIM ao 0 10.5 FS N ` . �..1 �- �� -- TRACT BOUNDARY N o TRACT BOUNDARY 17 f 26t o�� ,� �, 0.33 FROM B pO .� 5 I _ DWY,W-15.6 , 15.021117 . 1 1112 . 6FsI / o °a�' I . - � O •J 0000' 10 E (y0 R34 z L GO f' I FF 1117.58 CD w E! 1112 . 0 I I � 17, PE = 1117.0 - �" � o cD w a 00 ~ ~ 17.0 MIN ¢ �: CLI '"�""'1 FG r- r 15.9 FL-GB in 120.37 •• 1 .0% MIN. 2.8% ... TC CLI i cn 14.56 TC h� 2-1 0 14. 10 IE 3 I I w I 14.47J'4,6,, i 1116 , 3 1'Q W S ca r a < D I N w co I � O co �- I ao � < J I N co It I . 56 rn! I i 28' �' I 28' 8' , J 1 18 `tet 18 1 � I ,.. .. I 1 al 18 18 1 0111- 5' J15' 5' rW n Q 20 0 20 40 60 a W V) mom U Ip.49 :�• CRAPE SCALE ! PLAN NIN D DESIGN CONSTRUCTION Ca z_ Q �Y 40810 COUNTY CENTER DRIVE (� TEMECULA,CAUFORNA 925914679 J C❑N�3 LI LT'I N C� 951.676.8042 ■ FAX 951.078.7240 • www.RBF.com a LD06422OR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY ` SCALE Q�of ssto�► . DRAINING NO. • '! J J. FIELDS J J. FIELDS J. TANNER RECOMMENDED BY: DATE. �� /J c� DEPARTMENT OP PUBLIC WORKS 31/2 DIAMETER ALUMINUM DISI,FLUSH IN d ���N CONCRETE CURB STAMP IVERSIDE COUNTY ' d SHEET NO. CONTRACTOR ��11,RIVERSIDE HORIZONTAL �'�► � � PLANS PREPARED UNDER THE SUPERVISION OF N BENCHMARK T'-•48-81 RESET 1997 EA�TERLlf(�F �,�, � ,,•� /� �. '`. ~.. DATE: I2'9a d oPRECISEro THE CENTERLINE OF SFS-79 AT THE �„ � ACCEPTED BY: ... SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NOTED No.60132 _ �#A o INSPECTOR 2. I � RONALD J PARKS SANTA GERTR DE CREEK;4. Exp. 00/30/08 DATE. / Ln U S C 5"NORTHERLY OF PDEPUTY DIRECTOR OF PUBL I C W RK :R�`° T R A C T 32437-2 THESOUTHE Y JOHN D. TANN ���- RL SIDL OF THE CONCRETE � ER IIIO S b :� �:�� a;�Y�=,.`�� i SIDEWALK VERTICAL �� �'�Y1� •1N PHASE DATE COMPLETED 4 ELEVATION 1oo7.1e�� �f 4� 60132 06/30/08 "d 1� R.C.E. No. EXPIRES: R.C.E. No. 19744 EXPIRES: 9-30-07 :0 0 :iees: AMESBURY LAME - LOTSo N/A 4�' ��1. �S �t �� a ��" OF SHEETS SAVOY .ANE - LOT 30,w35 u 60 1 6 .r-. � 62 63 I 11 1j . 9 f 1111 . 4TRACT BOUNDARY 1110 . 5111 . 5 � 60.04' 7 01 10.7 60.04' 65.03-' - - I 11.7 _ FL-HP 10.9 I 09.9 i I FG 0 v- FG 0 H FG 11...5. 0 .5.' '� o l - I � , 1 os.s i FL-HP r`• FL-HP I 1 .0% MIN. 0000 0) 10.9 1 .0% MIN.... rn 1 ... F ... 1 .0% MIN.... I G � I 1 z 0 0 10.9 - TRACT BOUNDARY _ O oz El . z � 1 . N FIG a NM 6.. oM r: �] 6 0 cam. .- 4 • E ( 24 °' 11.7 11.7 - .t 5 z „B ': FG FG z .9 I i 8 6 1 1 . 4 10.8. 1 M 09 ( - 0 0 10.9 FG 09.9 ? I O FF = 1112.28 A 3B FG N ' PE -� 1 1 1 1.7 o FG � 0 70 ' �' ti •r-- 7 00. 3 GF=1 110.98 c7 FF = 1 11 1 .48 3 .2 KF:::=:1-1 E - 1109.9 I 1112 . 7 �- PE 1 0.9 lee mm=w= w 09.9 v p .3 FG I •2 11 7 6 .6 Z.:►� - 5 f 11.5 1 N►1N• � i FG FG 10't i 10 � 4 F=-1 111.78. 1Q.3 ncn o0 FG 09.5 I -- I ca $ cn O •8 10.9 o FG 4 w ' oc a9 s F=1109.98 W • • FG ,- - to.s �.: IN # 09.5 - �- FG _ [sl t 1 r C? FG �� 00 00 CN fe) a9 °$ a9.47 TG .aa'�" 08:55 TG oo °Q o7.90 TG 4 7 ``.' 1.1 - 4 08.05 IE Ln r 4 Q o 08097 E cn � �, 0 07.40 I E S o I 49.8 60.04' S ' S 6Q.04 F Ga 50.03 ..•.. ....r. ..... ..._I � ..,.. moon. 2 :3 _ Lo 12 (42.0% 2 212' 02.0%� 12' @2.0% 2 V' % 1109 . 0 w w w - y Lo - v w p LnT-1 00 p o v w cp rAVOM - • - 06.64 O }-°`- r rn po �} d'�- '�O .-----own o r..-- C' � d•�- N(9 ?•79 0` "o RIM R I M o (o 00 .---n o�o N o0 U o to w C'� I (--Vo� o �.c� 8" SEWER- © )J 3." d a 13 5 L 3 5 14 5 _3 5 - _ 3 ,. 5 - -3 + 5 3 w r7 U w c� u w �- c v w Z.50 cv i- co t-- ...._ , ) �i >- °° ro 00 Lo �- `'`7 00 Lo 0) ry cc Ct �.- co d a 1~ rn >- ``! �,pj o �- .it + o �--- + _ + o a" WATER K + o ., �. `� 0L 012 0 'r-1 C-�j-;.z 0 r Y, w w w wEl 2 ,� 12 2.a% 2 2 12 0 .0% _ _ �. _. ,.,. _ 22 55.50' S n 4' - 55.88' S. c• 55.r 00' S ,. 47.62' S O � ' N O � 1108 . 7 o 4 10.16 TG � © 4 09.33 TG "� CD o 4 08.48 TG 4 07.48 TG ?� •- 09.66 I E cc, 08.83 I E •; co : v 07.98 I E - N °� 0 06.98 I E �, d. : a N - 10 3 to N 11.7 • .9 `° 09.1 cep .8 � FG � � 6 FG 6' S o �: � FG 8 +n 10.8 3 G =1 1-10.88 .5 °° .8 r'v 51 � FS-G .s FV 10.5 � 5' s o • -� 11.2 11.1 � � I � F=1112.58 6 i` 1. FG FG GF=1 109.98 6 7 t 12.3 co n ,3 O9 7 09.7 I ---. 30' 30' 1 - o 1 FG 2 3 - -- .5 .5 �•Q .3 v cn 5 FG FG 2 FG � 1 O r 5 .2 I 1 f f ,/1 1 20 20 1 C.2)le/' FC-r 5•ca 5 421 .2 •3 �„ .1 .� Bw .1 WK SWK • 2 B .1 0= z ��/3 G\ .2 GF=1 1 1 1.78 R rz A z - - 11.2 .o FF = 1111.38 ►., 43-1 °' FG FF - 1112.28 _ 1 444FG r- PE = 1110.8 0.8 �----, R © PE = 1 1 1 1.7 10.8 �' R �- a .5 FG .s�e o 1 1 J7 12.5 FF = 1 113.08 12.5 - 5 FG ____ �� Q9.9 FF = 11,10.48 D9.9 - - FG PE �- 1112.5 = _ 11.2 0 �--� FG PE = 1109.9 FG 00 00 5 FG �z FG ❑❑ 5 bq Li ca 1:1 EJ Li El n ,1 o� ❑ 11.7 a o �=-?? 1 ❑ N N N� � o? c� FG r 1.0%" MI(�t. ... +4 - ` 1-1.7 N .-- - 1 .0% MIN. ... +f � co 0 FG 1 .O% MIN. O +i 1 .0% MIN. o C0 12.3 N _5 O 10.5 0 09.7 00 I r FL-HP 12 5 °' in c`on N FL-HP rn FL-HP09.9 N • 21 ` 11.5 11.7 10.8 I r FG r- FG FG � FG 55.50 FL HP 55.88 55.00 62-62' 1108 . 55.00' 12.1 55.00' 55.00' 62.62' '06 - FL-H' FG 1 11.0 1 09.9 -�- �. _ - - - - _ - --y1 TC � 10.7 FG w 09.7 FG _ � -fl i I o 0 I 0 I -H 0 08.5 08.8 o FL-HP o FL NP 0 1 .0% MIN. 1 .0% MIN. I (o �' FL-HP 1.0% MIN. FG '- FG Lo ... .. Lo 1 .0% MIN. N � I cv I 2.8 - az Q N � 12.1 0 z 1 0 I ❑ FG 1: 11.0 c z I �-- ? �. '- oz --- I FG N � El N � 11.6 5'❑El 1 I ❑❑ 09.9 09.9 FG Ir z I (S�- 2.8 FG 3 FG 5' ' 11.fi 10.9 11.4 1- 2.8' = z F I E I .2 FG FG FG 08.7 08.8 ? - CONSTRUCTION NOTES 11.9 z FF = 1110.48 0 F 3 I 0 r7 I tl� 36 37 139 FG -z PE 1109.9 •1 FG se a z ►- .1 '� • .1 o I o �� GF=1112. 18 ,1 .2 0 00 (D INSTALL 3 P.V.C. SCHED. 40 c0 1113 , 2 w FF -- 1112.68 �= FF - 1 1 1 1.58 2.8' _ I FF 1109.38 PE = 1112. 1 2 PE = 1111.0 PE = 1108.8 1 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 1 2 co civ Bw BW 2 I 10.7 0 .1 �? B �' a INSTALL RAT N.D.S. NO. 40 R EQUIVALENT r � v w 08.8 a 1 I �4 6 GRATE PER 0 ( Z•p�� .3 FG 5' .3 © .3 FG . ._ '6't .6 .6 .3 09.8 a W ��•N' �� a9.6 FG 7 ± 1107 . 8 5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 w FG 11.5 .4 m • c? .4 5 4 I �. I .8 : 0I10 fi GF=1 109.98 08.4 FG 11.7 �- FG FG ( c� I `- 11.1 11.3 FG GF=1 111.08 �' '`? '8 GF=1 108.88 . .5 .6 I o 1 5 FS_Gg FG .8 5 •. 1 0 06 co �e . o '' W 14.5 `t• , 09.1 �: 'r? 08.2 �' `�' `ev �; a 11.3 -I , v FG � : FG FG �S, I c+d `n �.. 07.31 TG ad a9 64 TG • 5a TG u, = tn 06.28 TG 4 09.10 I E °' �' 0 4 08.00 I E ``� �' 0 4 06.81 I E o • L 0 4 45.78 I E 7 '�• _. ' I 'tri 0 0, V) r- ) a � r- ) T-``. " 11- S o `'-' `� � ' S '�'- " �'• 55.00' ns STRACT BOUNDARYmoo k �, 55.0(7 � � 55.00 � - 47 62 ?p, 12' 0 2.a%#. in 12 2.0% 2 (D12L@ 2.U% t 2' ® 2.0% �- w a w1w1w _ _ _ 15.26 1J 1n►o 09 v W O� cfl 00 �--�' Dt� -,� r• �- _ F- w r, .� 4" � • r� /1 r� �• • w� � ��•J � • .� 1 21� � •O � �•� V� 55 ' 4 4- - `o G� u�.-y-- . 4-.- � ' co>- . a a- O 6' RIM Q RIM o o �3 N N 00 �'`� 1'� � 2�� 00 cNv`-1 � c�� o Ln Lo� to o L � + o .- �'. ° + 0 r + ate' + o - a. r�' _8 SEWER o� Lo {_ + - � 8 SEWER f N lam' T o Ctl C3a _ C)0 N O 0 N c o W 5 25 3 5 3 26 �5T 3 5 3 27 _ + 20 0 20 40 60 w a! PLANNING ■ DESIGN ■ CONSTRUCTION - ','~'J C� x - LAME °Q 8" WATER - z � .., 8" WATER GRAPHIC SCALE o 00 40810 COUNTY CENTER DRIVE ■ ■ ■ TEMECULA,CALIFORNIA 92591-4679Li- 13 0 N S U LT I N C 961.676.8042 � FAX 951.676.7240 www.RBF.com i Ln � a LD06422GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK S DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. a SCALE Q�OIf s�0Af Y: v% ULA 3112"DIAMETER ALUMINUM DISK FLUSH IN J. FIELDS J. FIELDS J. TANNER RECOMMENDED B __DATE: l`.� Q.� CIT T fi%FT EEDEPARTMENT OF PUBLIC WORKS Q ' �• YAIV�y � SHEET NO. CONTRACTOR CONCRETE CURB STAMPED RIVERSIDE COUNTY HORIZONTAL ,��r � PLANS PREPARED UNDER THE SUPERVISION OF 14- BENCH MARK T-r4H-81 RESET 1997"EASTERLY OF � '� � It `1 �� o� ppo -- ACCEPTED BY. DATE: c PRECISE GRADING PLAN THE CENTERLINE OF SR-79 AT THE AS NOTED `°� Na►.BQ132 � D `� � � SOUTHEASTERLY CORNER OF THE BRIDGE OVER ', ,� �� INSPECTOR � DATE. �� RONALD J. PARKS ., Ln . CM 30 os . . TRACT 32437-2 'r-1 !.Y 1'2^'t. SANTA C3ERTRUDES CREEK,4.5"NORTHERLY OF � • � DEPUTY DIRECTOR OF PUBLIC WORKS �=�'� �:>_;..;.;.;..;.� 110, � THE SOUTHERLY SIDE OF THE CONCRETE JOHN D. TANNER III d VERTICAL �� ti PHASE 41 � SIDEWALK. � �y� `� d ..... .. . ¢ DATE COMPLETED � " 0R.C.E. C 0132 06 3(7 O8R.C.E. 1 q. EXPIRES- a ELEVATION 1097.16 �` �C NO. EXPIRES:RES. / NO. 97 4 EXP I RES- 9-30-07 a . �4 Aye LANA - L. � a N/A o� E��� �, �� of sHEETs AVO LA E - Lt TS Ow 3 & 840