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HomeMy WebLinkAboutTract Map 32437-3 Lot 1-19 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA Tract No F� BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 0 32437 3 15 215 y0l AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. OTS 1 - 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. HASN19 � 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. Precise Grading an 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . lb (�4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARn ISTORM FLOWS OR PROVIDE G ORADED BERMS A � � �LONG THE TOP OF � � �ALL GRADED a e o> a i ornia SLOPES OVER 3 IN VERTICAL HEI R THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. P% ECT 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TRACT 32437-2 � 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. EROSION C TO B IN Rpt 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 42 41 40 38 38 37 38 35 COMPLIANCE PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH WITH THE ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADING PLAN EOR TRACT 32437 ADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 13PER LD04-295GR 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN - - - ONE FOOT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE VIC61ITY MAP PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TRACT 32437-1 43 34 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE NOT TO SCALE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. u HIGH POINT 44 33 ` A PAD ELEV. -0. MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 r, HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. III t--kil f-- ff THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ca 6 MIN. Z FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . 45 32 MUDSILL ae � ?, TRACT 32437-2 �- 4 IN GARAGE AREAS Hiz 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION � GARAGE FLOOR � SILL IS 6" MIN I , AND SEDIMNG ENT CONTROLSNG TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY LEGEND J ` T ABOVE GARAGE ' �' DUR31 p '•� T FLOOR SLAB I v (� (� I 0000.00 48 ) _ _ _ _ _ I ARIES BVARIES*** j C; RI SC u * VARIES 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, TOP OF CURB � MERY DRIVE .� IBED I WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF TC y ,� ) ) IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. FLOW LINE :�• GARAGE DETAIL SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS47 30 c Ill { I PAD PAD I WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. HIGH POINT HP 20 21 22 23 24 25 28 27 W, FF FF 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF FINISHED GRADE FG STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN 28 r1 , ,r,%MU T BE CLEARED KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 48 A REGISTERED CIVIL ENGINEER, SOIL ENGINEER FINISHED SURFACE FS t /r/r/,/j,:,r'ir'j',r', jj/' 'j/�"!/'„',/„'///'/ f//:%''�•/';/,/, i%i'/'r /ri,!,,%!j��%,//!,,;//r%i;J',jr%//✓,,��/!.,r/i,/'�'%rffr/r!f'�,,�' / 12" MIN. AB OE PAD D ELEV. II z �z " - �0z �( a°zAPPROVE PLACEMENT OF FILL. TOP OF GRATE - TG %/ 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES iROUND OFF TOP 28 P/LTOP OF FOOT I NG TF WARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 5 RAND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING �X rz �r ��- I GRADING OPERATIONS. TOP OF WALL - TW 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ' / '' j/ i/ TYPICAL SIDE YARD DRAINAGE TOP OF SLOPE- TS DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS TRACT 3,'2437-1 ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ' ''' ��'" ' /'j' f `/ »`' '% '/ "' ' / ' ' /"� /r ,, �/,� , ,/ ,,�, ,� ;f, ;, i i/�//,l/ WHERE: 18 M I N TO GARAGE DOOR AND 10 M I N TO BUILDING. GARAGE FLOOR - GF 0000.0 ' // ,, ' f / /;f !" ri , .!, // / f//i ' / f / fir/ OTHER PORTIONS OF THE STRUCTURE (PATIOS PORCHES CIVIL ENGINEER, SOIL ENGINEER OR ENGINEERING GEOLOGIST FOR CUT AND FILL f,;% ,f ffi; �f% !%;; / /"J/,; /' � �% ,'� %; /,/j/� / r,, ,,,'f/ /�,!%, ,�; ;;//// ;/,;; ,"rr/; jt,/ f / ' / '" � /� rr/ � �/ ' `// ' '/' ' 'f ' i/ r SECTION A A ENTRACES) MAY BE SETBACK A MIN OF 7 . 'i / '�'r,'�/,,/j/r, f i,,l/t // /1'/ �,% �',, /"/� �/'"�'' /il,rr/j,�r' r/j�>; �,/ `/;� ,/i "� �'�","�j r,r ,//'/j t SLOPES OVER 30' I N VERTICAL HEIGHT. /�,�/,''r� ;f;,,,/.�/�,;i ;;rir , ; ,:r , . , ; , �, ri,,,,,'�/ ,,"/;/,. ,,�, ; , ,; „ � / /r�r�%r� //,�/�! i/ ,',/f ,/ � / ,/,f / ,/',',fi f j "/'�/ /, ,r,r , r//i ,��� �/f/,r,�/' r r/,/'/ /t f ,i ' PAD ELEVATION - PE 0000.0 ,/ /;;; ,,,,r, �/ //" /' '` " r' /'' '/'f `i/ � DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ,' f/ . i %,fj, j,�i;;/' ,fi , / �'' f r FOR REAR YARD SLOPES GREATER 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION THAN 5 I N VERTICAL CAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION FINISHED FLOOR (WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO FF 0000.0 ,;;1/„/ /; �' THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT E T 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL BE GIVEN. WATER SERVICE - -� oo IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS SEWER SERVICE - � � MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES P��; THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES DRIVEWAY PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. R P/L 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 6" MIN. VARIES *** VARIES *** 6" MIN. VARIES *** NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE _ _ _ - f ' 3 MIN. 1 1 3 MIN. � 3 MIN. 1 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO LOT NUMBER MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. ff 6 MIN. COMMENCEMENT OF ANY CONSTRUCTION GRADING. 100 0 100 200 300 FG FG FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A UNIT TYPE/ELEVATION 1A - R EXTRA DEPTH PUBLIC RIGHT-OF-WAY. ' GRAPHIC SCALE :• FOOTING :• 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT INVERT ELEVATION IE 12" MIN. 12" MIN. =PAD ELEV-FG AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS INDEX MAP 2: 1 MAX. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL WHERE NECESSARY o BACKWATER VA BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. VALVES BW SCALE: 1 = 100 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 12 MIN. 6 MIN. 0 MIN. 21% MAX. 2% MIN. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE AMOUNT OF EXTRA DEPTH 21% MAX. v� AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF FOOTING REQUIRED LOTS INCLUDED 21% MAX. STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE SECTION 13-13 SECTION C-C CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE -� �� � -�-� 0) � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EXTRA DEPTH FOOTING E R O S 10 N C 0 N T R 0 L T O B E I N SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE NOTES N COw MPLIANCE WITH THE ROUGH Z DROP GARAGEDROP ZASSESSORS PARCEL NUMBER: O•X' w SAN EOR TRACT 32437 ]z PORTIONS OF 916-410-005; 916-410-004; 916-410-003 w PER LD04-295GR , 55 3 55' LEGAL DESCRIPTION 55' CONSTRUCTION NOTES & QUANTITY ESTIMATE LOTS 1-19; TR-32437-3, M.B. 393/PAGES 29-34 BASIS OF BNOTE N0. ITEM QUANTITY UNIT N0. ITEMQUANfi 3OF QUANTITY UNIT i MAPS RECORDED IN RIVERSIDE COUNTY, CA. 1 LOT GRADING (19 LOTS x 50 C.Y.) 950 CY g 1 2 w THE BEAR I NGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35 WEST O O PAINT SOLID BLUE HANDICAP PARKING SYMBOL O EA - N I = FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 2� INSTALL 3" P.V.C. SCHED. 40 229 LF 9 0 EA � INSTALL WHEEL STOPS p CL ON A MAP OF TRACT N0. 29286, MB 298 86-89. � w 3 INSTALL 4" P.V.C. SCHED. 40 0 LF 10 PAINT 4" SOLID BLUE HANDICAP STRIPE 2' O.C. 0 SFV)Q v w DESIGN CONSTRUCTION O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 19 EA INSTALL 2"x4" REDWOOD HEADER PLANNING ER DEVELOPER 1 j LF LENNAR HOMES 5 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 19 EA 14 DRIVE APPROACH 19 EA Zo 40810 COUNTY CENTER DRIVEQ TEMECULA,CALIFORNIA 92591-4679 391 N. MAIN ST. , SUITE 300 O CONSTRUCT 3" A A.C.C. OVER NATIVE SOI L 0 SF 15 PAINT SOLID WHITE "NO PARKING" 12" M I N LETTERING CORONA, CA 92880 0 EA TYPICAL FOOTPRINT C E3N S U LT I N G 951.676.8042 ■ FAX 951.676.7240 • www.RW.com O VISIBLY LOCATED TO TRAFFIC ENFORCEMENT SEC 1129B.3 > (951 ) 817-3500 PA INT 4" SOLID WHITE PARKING LANE 0 LF SCALE: 1" = 40' j LDOa-053G R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY -� SCALE Q�af ESSjp�'fl EH EH RECOMMENDED BY: DATE: SHEET NO. o i 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��O 0. T MD CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �v �� ,� �, PLANS PREPARED UNDER THE SUPERVISION OF COUNTY BENCH MARK T-46-81 RESET 1997 y O .�'P-4 rm ACCEPTED BY: Of � T raj EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED W ' No.60132 -> 9 DATE. �� PRECISE GRADING PLA N INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE oc 'o DATE. � �� RONALD J J. PARKS '''`'' o OVER SANTA GERTRUDES CREEK; 4.5' {tP' ����� T R-3 2 43 7-3 LO NORTHERLY OF THE SOUTHERLY S I C)E OF THE VERTICAL J f, 1 Y I ��`� JOHN TANNER DEPUTY DIRECTOR OF PUBLIC WORKS a DATE COMPLETED CONCRETE SIDEWALK. �tF Eos R.C.E. NO. 60132 06/30/06R.C.E. - PHASE 2 - LOTS 1-19 Q ELEVATION = 1057. 163' N/A OF C k�1 -EXPIRES: NO. 19744 EXP I RES: 0930 07 �l T o ,,,. ITLE SHEET of 3 SHEETS IL CONSTRUCTION NOTES R/W 5' 5' INSTALL O2 INSTALL 3" P.V.C. SCHED. 40 FL OF PIPE 1/2" SIDEWALK REMOVABLE �o O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET �'' 1 1/2" MIN. COVER ABOVE GUTTER 6 PLUG FLOWLINE " PER N.D.S. N0. 40 OR EQUIVALENT �,P�� INVERT ELEV. A 4" PVC O5 INSTALL 6 GRATE 5 : " 4 =,, 4 PER PLAN 14 DRIVE APPROACH 'M' ,h' y 4. ,ks' .fie, N.✓ n� 04 20 0 20 40 60 SECTION A-A INV ELEV PER PLAN CURB & GUTTER GRAPHIC SCALE 3"x4" REDUCER 4"x4"x4" TEE PRIVATE DRAIN THROUGH CURB DETAIL 3" MIN PVC (SCHEDULE 40) ELEVATION I;7 co 0 c 0 v 1 !� SAVOY LANE � � � 3 3 ' QUINCY LANE o Al 1102.53 TC ��ct --------_------------ ....... r._ 4b. -a, p�(O -- _. -__ OD 00 + ,. c� .48I+ .96G *1N cn cn n -. 30TG cr L=67.32' 7 L=67.31' oF_ 1.781 FSS=67.30' �, orl- �00) A N . PL 8STEC t • p► �'' L=67 F x �5Q_ 1+ 4.88 F 00.50 w N 4.2 cN7 .1 4.5 ,, w 1.70=67.31 4.23 4.1 -3 LnFG 5.5 t FG FG a� aQ 47 00 FG w FS 4' 4.2 4.5 00 ®0.50 .8 N c,, F �,,� riaP4 I+ 5 f 4.98 .4FScr 3 0FS O 53.92 W cD rn 3.6 FG w o iG L4 N : o cr w FS 3.6 v� cr, ,� at I+ FG - 4.68 5 u, -�, I GF =1105. 3.6 FG �" r-''- FS GF = 1104. O u,�l OU' r 4.7 w 5' FG N 14- 3.3 5, GF =1104.1 4.38 0 •O 4.0 w -`'"J FG 0 FG O FG o 3.98 �' Iv o O FS GF =1104.0 ,�, 3.7 FS 4.3 rte. F N G FG k r O o co FG FG �, p OIv S _ cr 3.7 -r1 P o Q N oas f�7/ F.8 - , r f` � FG r r o w DRO 4.1 3�; G 5 �I :J o� 3 I I S - 0• s� FG 5 � Of FG f 3B ® 4'4.0 GF =1105.0 2 a! m 3.4 `'' I`' S, 4.7 D FF = 1105.8 O N CA] r r - II FG O 1 C ® FG R PE = 1105. 1 5.1 •��, `� �I 1 ® aoi R FF = 1105 4.4 ESP 4.7 FG _ _ 1_p FG D ® oP F = 110 E 110 , FG 5.1 5.1 � J PE = 11 4.8 1 oaa 4.7 4 FG FG 3.7 0 04. 1 4. 4 4 FG FF = 1104.4 FG FG FG 4' F64 FG 5.2't 5.2't PE = 1103.7 ®® o � oz o 4.1 ,} 5.2't ae Z 4.7 N o N N 5.5':t 3.7 FG 5.2 0 �.. FG E 3 7 FG N o ... 51 ® o N 4.7 3.91 4.44 FG "' w R� 4 N w 3.89 5 FG FL FL 1 1104.9 �" FL o gOVN _ o z 4.3 +I 4.7 6.1 ° °� n' 3.54 3.91 1104.2 � FL w 5.1 FL-FP S.1 °' R PGS o N 1103.9 FL FL FL-HP 4.4 110 S 7 _ ,FG FG TS L=64.57' FG co 3.19 FL 4 4 5.4 FG v; FL L 4. 7 rn FL 3,50 4.1 FG TS L=64.56' -r 3 21 1103.5 �- 5.1 FG FL 4• � FL FL-� 3-� � I�FG1TS L=��1 - I�FGw 4.7 0 3.7 TS L=64•� z FG ..•�-� �� z W 2 �"�-- W 3 0 N O T / N W N Q 2 tl W N U W tY d. z_ 0 PLANNING ■ DESIGN ■ CONSTRUCTION C.7 1 J 40810 COUNTY CENTER DRIVE Looe-os3GR TEMECULA,CALIFORNIA 92591-4679 CONSULTING 951.676.8042 ■ FAX 951.676.7240 www.RBF.com J SHEET NO. o DATE BY REVISIONS DATE ACCT BENCH MARK DESIGNED BY DRAWN BY CHECKED BY CITY OF T CONSTRUCTION RECORD SCALE Q�OFESSIO,�� H MD RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS j 3 1/2" DIAMETER ALUMINUM I)I SK, FLUSH IN T ! EH E CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`� PLANS PREPARED UNDER THE SUPERVISION OF S Lo� z o CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" ,`_? fes. _ --- ACCEPTED BY: DATE: PRECISE GRADING PLAN 2 Lo EASTERLY OF THE CENTERLINE_ OF SR-79 AT AS NOTED ►a No.60132 ` - DATE: �� RONALD J. PARKS TR-32437-311-11 THE SOUTHEASTERLY CORNER OF THE BRIDGE °� Exp. 08/30/04 DEPUTY DIRECTOR OF PUBLIC WORKS - - la- INSPECTOR OVER SANTA GERTRUDES CREED; 4 5' JOHN NNER PHASE 2 LOTS 1 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL `ff C 1 Y I� �►�' _ _ a � 06/30/06 19744 EXPIRES: 09 30 07 �r''l '' OF SHEETS i CONCRETE SIDEWALK. tF 1E0 R.C.E. NO. 60132 EXP I RES: R.C.E. NO. 3 DATE COMPLETEDOF C A�. _ ELEVATION :-.- 1097.163' N/A CONSTRUCTION NOTES 2 INSTALL 3" P.V.C. SCHED. 40 5' 5' R/W � INSTALL O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET �'�� FL OF PIPE 1/2" SIDEWALK REMOVABLE 1 1/2 MIN. COVER ABOVE GUTTER 6 PLUG O5 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT GQ��. FLOWLINE c� INVERT ELEV. A 4" PVC 14 DRIVE APPROACH _ 1 PER PLAN yZ `�.Y , ;�`..i L a•�•-rte'.. 'i t 4 j a � 296 + ! tot 44 h� b` Y,4 � t, .L.4 i t ai°L yi °fit• ,. a, r g„ 6" z :�� N �° ` c 20 C) 20 40 60 SECTION A-A "MEMO% INV ELEV PER PLAN CURB & GUTTER GRAPHIC SCALE 3"x4" REDUCER 4%4%4" TEE PRIVATE DRAIN THROUGH CURB DETAIL 3" MIN PVC (SCHEDULE 40) ELEVATION 0 *NOTE: LOT 13 PER LOT LINE ADJUSTMENT o NO. PA06-0075 RECORDED AS INST. NO. 2006-0310845 ON 04/20/2006, O.R. -c Tr � /I r r 1 � ,� 7 • ,1 J \\` 1 Q 6.0 __ PE = 1 110.0 73 ® X110.0 1110.4 PE ' 1110.4 81.0 7' 93' 9.7 1 9.3 ® PE = 1108.7 9.7 ® 10.0 . 13 FG 66 FG PE = 1107.8 858 F207 FG [PE = 1108.3 ITS PE = 1109.4 73.47 6" TS 68.60 TS PE = 1109.0 ® PE = 1109.7 1. 1109.5 73. 13 1109.3 f� 68.60 © 68.60 ® °� FG - CA �- - 72. 12 - - - - - -� - - - - 67.47' - - - - 67.34 - - - - 67.31 ' - 8.5 67.38 - 9.265.07' --� 1 14 1 F - - - - - - - - FL HP - �_ 65.0 1109.0 9.2 _ FLOHPB - cv 7.2 7.9 7.9 FG °' 0 8• FG +1 FL-HP t=G 8.74 _ N 9.5 9.09 9.5 FG w ��; FG 7.0 +1 Lo 5 '° � c* 7 FG 1107.0 7.47 7.24 FG 1107.7 _H FG 7.41 FL 8.74 FL o ; FG FL FG C TS FL FL_HP FL FL FL-HP N FL FL N �' o a+ ® 9.5 1106.4 .17 C9 7.68 FL z o o6 6.0 FL �' N -� ® �, 5.20 N FG N N _ N N _ N 8G5 5 o z FG5 FG 30 O - ,� S Io w FL N _ 6.0 Z o o z o 0 0 � 0 8.5 8.51 5't co � 12.3 1 r. N Z •aA o 0 FG ,-*1- z o 5.1 't ® 6.6't g't z at ® © FG FL 9.2 9.2 X C �- \+ TS IN 5.94 111 7.2 g 4'* 7.9 7• FG FG 't FL 6.6 6.6 6 5' 7.2 FG FG FG 9 N _ �B -6B- 1 FG FIG FG FG 7.1 /_1c 3 B 2 C 9. 3 B FF = 1110.2 9.5 9� ® o PE = 1109.51FG N � o I 2C ® >�: � 3D FG F471 � � 7.9 ® FW 8.4 � FG - ) LQ o0 ca I R � ® ^^nn R FG !!j FG co ® �e F - 1109.8 o .0 6.6 "�J - FF = 1 108.6 , 4' FF = 1109.2 ^ FF = 1109.9 e� 19 6 I I FF = 1106.7 6 FG FF 1107.9 © �-� PE = 1108.5 8.4 Oo o, ® PE = 1109.2 o ry r' h O FLOFPS 9.7 1 FG 4, FF = 1107.3 �-0 ; PE = 1107.2 PE = 1107.9 FG g•1 �p ,� F =1106.3 ® PE = 1 106.6 6.5 - �, 5' ® GF =1108 8.9 rn 9.4 '� �O FG TA I 4.66 4 FG s �► CPO '1 G ® FG FG 7.6 FG c� FG FG F� 9.3 p O _ llJJ G ' �gr?� 14 6.4 (a) $ FG N O F <1� O� M t O I _ 0 8.0 rn o +1 �' CSS ti I c�, 5 5 8 N CD N �,� FG O O o FG 8.3 °° .=lJ 8.8 9.87 �c S 2 A 5 J FG oo FG ao ^N FS Oo FG FG 1►_ N o oO 7.5 =110 .5 9.57 O o �9.3 � , a0 ni R G' `� rn `�° O'- Y v N - N FG - w !O N w 5, FS FG O `t 4 ,(� `9 I rc 6.2 oO 7.0 O F = 1 108.2 �" M O N 7FF = 1110.4 G / O � o O O rn �, 0 o '� FG _ ;�' 7.57 FG �' ' _ o _ F of o •� 9,2 PE _ 1109.7 , ca I co n 6.37 ►� F = 1106.9 6.97 O `� FS GF =11 7. 5 5 8.27 8.87 (500 a0 ri O M o - h FG rnJ ,4 FS 5 M 6.3 FS 6.3 'n N . 0 7.8 FS "'- oo 7.9 FS 9.44 N 8.6 `v / 5 0_ 5 N I FG i�O FG N FG '- 6.7 7.2 h ae +� '� FG FG ;� je W 9.1 N _ ao•� _ ,n FG 4 N o 9 9 1 4 6.27 N o 0 5.0 FG 7.42 �' °o S G 4' 8. - N, o M ac N FG S, ,�SOO �`G,. G,� .c` •6 / uT'i o M 6.90 4.17' FS w cel N 5 T ao i� "� 1+ 00'S0 43 5 �``� `�p�► �IL c �� � o o � FS o - 5.78I E 00.50 � FG 4 � � 4 13' , 38.42 °'�; °` � �O �c <�.?, 00.50 _ 0 00.50 J w 4 52 I E 4.5 E _ L=64.73'r- +, 5 6.4 TG 5 o rn _.._-- L'2 L ^ 89 �h ,5�. O � � 00.50 _ ) , --3.86T G 5 N =64.73 5.21 L=64.74' 6.04 6. 2 L=64.73' = , , ^�� \ x`99 'S L-15.33 9 / F as cn cin o vii •- o L=26.65 41.IG 'N uO v ,�S 4.00 cn o cn v •O -�N cin N N cv'o co co •to �VL_2 w co t� O ...i .� as rn o3 ' °' ��� 3.3X O N + } ® -► . N r!`0 ��'� c��� In J O 7th �' �• , + n f o o rn o Q,V �'• � + 1.0.X 0.55% ' `� C� Gu 1 .0.96 re _ �• + o a' ro -� , rQ o u �-'" �.�' ,'' n `p ... -� -� C°(,, -� tO ni T*OAI N U' 00. O 1 cr39 rn n U, 11 \cp 9A _ P P �N 11 + nO re) �+ ® �� �� ®N 11 t 11 ®N CO _ _ PE = 1109.0 ww o o --i o• N sYu �-, N N W� �' ®N �• :< <,, � n� co un �� .1r ^No, 07.69 �' �, ,.oz 6. •� E 'rC_MoC , o rn m o " N o aoo ao 0 �G 7� , LA o ao rn 1(n NimN 5 6.77TG cy 3 v" N 1 09C{ `°N 5 co r °' 4.88I _ •LL_N 6.25I 5 O �- 6IE 5 3.53I L=67.32 F NL=67.30' _ L=67.32' 6.48 6.94 0 C p1G �1 FS L=67.32 - co N 5.42TG o a. - - 7.30 ; _ $ 00.50 N 4--g7 w 7.ou 00.42 L=28.23 _ L-6 00 50 7.26 ^, co 00 _ �' /I' r / / 00.42 " j '-6^3 •1 w �, �' 6.5 co 5. 1 7.5 1 FG co �+ a^o cn cr 7.9 5.7' cn 30 45. 0.5 7� F FG 6.37 FG `° �' oo FG 6.88 rn FG 5 DU aoi �- N " F�9FS 8.3 8G2 .58.9 '18 01 2 G 5 7 1+ 5°' 7.37 6.6 cn o _. 7.77 7.88 5 0 o v FG oo �S / L, FG 5.6 U FS O U' FS F - 1108.3 c� 5 8.7 � ' r(DFG „ o -�, FS 5 8.50 v' FG 5.7't 6.50 5' o $,' i- v 8.0 o FG 9.20 ON v .� �,31 0 � cr FS Ln '�'•c0 GF = 1 107.9 iv G FS 8.2 r- `o "0 9.13 µ 5' r GF = 11 cc U- w cn - S 7.5 rn v c u, FG 1 � FS 130 1105.6 5.80 ' cr 5.9 �• ,�, " O 1 FG 7.2 0 :A -n FS.2 FS �' FG A °' _11 6.8 6.7 6.7 8 FG � rn DROP \9:oi \ E � FG -n r 1 FG N 1p FG FG �� 0 0.3 oO g � FG �- v _- r 1 ` S ry � � g _O v r- V �-� r DROP 0 a�'t ��` � 7.3 0 � Qi 0.3 F� W FG s'. o og .0 '� MINI-PARK OPRY o (ffw ® cD GF =11 4.36 3C ® O 2 5a•g oOPEN SPACE �Rp,Go N '4e /3--B\ ?1 4, 0 ® ® S.2 1B FG 3D ® 14.5't °' �, "O 1A 0 D o 7. 2D N FG ® o `--` ® FG o FF = 1108.3 7.6 o R ® ® w _ R __ 6 z FF = 1107.0 6'3 6.8 � PE = 1107.6 FG FF = 1109.0 FF = 1109.7 9.0 � o oQ FF = 1106.3 PE = 1106.3 FG FF = 1107.7 FG = 8.3 PE = 1109.0 FG 1�� z PE = 1 105.6 PE = 1 107.0 6.9 0 0 4, 766 6 7.6 8.3 PE 1108.3 FG PE = 1 109.0 w 5'5 5'6 6.3 6.3 FG FG FG 5 FG 9.0__jL FG FG FG FG 5.29' S.2't FG 9.0 w 5.6 ®® z o z ® ae z 5.29'± 5, FG 9.p c0 FG 5.2't 5.2't ae z _ 7.0 o N Z N o o N z o Z FG o 5 %A _ A m o FG N N z _ © o N N 7.0 6.21 7,11 u, 6.94 7.80 7 7.65 N o � 8L25 PERILD06K059GRISE GRADING 0 cv 5.64 5 05 5.81 1106.1 w FL FG cn FL FL 1107.4 FL FL 11' 1108.1 FL 8L5, 1108. F1' 9.0 0 FL ►+ �_ 7.0 7.6 FL F4 /� It 00 1105.4 FL FL-HP 6.3 1106.8 TS FG FIG ITS FL- FG 8.3 - 8.3 FL-HP - FG 9.3 90 10.0 5 cv _�4P 6.3 7.3 FG 1+ FL =64.57' T=62.99' FG L=64.59' TS 1:�W TS L 64.80 FL FL F66 FG TS L= .5' .�. L=10.05' N 5.6 TS L=64.56' FG L=1 . rZ w V) v w CL PLANNING ■ DESIGN ■ CONSTRUCTION C.7 z_ Q 40810 COUNTY CENTER DRIVE o TEMECULA,CALIFORNIA 92591-4679 CONSLDOO-O53G R U I N G 951.676.8042 ■ FAX 951.676.7240 ■ www.RBF.com z a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �pFESS1 DESIGNED BY DRAWN BY CHECKED BY SHEET NO. o Q p�� RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��O O. T EH EH MD j CONTRACTOR CONCRETE CURB STAMPED RIVERSIDE HORIZONTAL ,`'w ? PLANS PREPARED UNDER THE SUPERVISION OF COUNTY BENCH MARK T-46-81 RESET 1997" ' 'rte, _ - ACCEPTED BY: DATE: ✓f O� EASTERLY OF THE CENTERLINE OF SR-79 AT ca '" PRECISE GRADING PLAN o INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED No.60132 s a� p Exp. 05/30/06 DATE: �P RONALD J. PARKS TR-32437-3 �' OVER SANTA GERTRUDES CREEK; 4.5 JOHN TANNER DEPUTY DIRECTOR OF PUBLIC WORKS p a NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf 1 t� �1� PHASE 2 - LOTS a-19 Q DATE COMPLETED CONCRETE SIDEWALK. 7 "' ELEVATION = 1097.163' N A lF p `�EO� R.C.E. NO. 60132 EXPIRES: 06/30/06 R.C.E. NO. 19744 EXP I RES: 09-30-07 a / F C kX11 OF 3 SHEETS Q_