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HomeMy WebLinkAboutLot 1-6, & 20-27 Precise Grading CONSTRUCTION NOTES 2 INSTALL 3" P.V.C. SCHED. 40 5' 5' R/W FL OF PIPE 1/2" SIDEWALK INSTALL O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 1 1/2 MIN. COVER ABOVE GUTTER 6.1 PLUG.1 O5 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT FLOWLINE INVERT ELEV. q 4' PVC 14 CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 '4, ` PER PLAN 't 20 0 20 40 so SECTION A-A INV ELEV PER PLAN- CURB & GUTTER 3"x4" REDUCER 4"x4"x4" TEE PRIVATE DRAIN THROUGH CURB DETAIL 3" MIN PVC (SCHEDULE 40) ELEVATION �G DAYTON LANE TRACT BOUNDARY l 3 7 F SA VON LANE A VON LANETR 437 - 2 T R 3t- 2 TC-ECR TC-BCR 4178.217cpI cr 0.5% \� 0.5% n �- o n - w 0.5% TRACT BUARY n-J qoIo rto DR/V N I o� D CRY _�� -+ SER LD05-036C 8" SEWER N _ O) 1� N O O N -- j-- -.1 - _ f �--"`--�.R-•� 14 -4 owo ® r:� it + J 1106.10 u + u + + v + o y No y + o u + C7 A cn fi� O OD IE7 N J n 0 ® N cA _ iv ao + o rh TC o i 5;J cn $� o v�rn II _ <. � Oj v O1 N N O II -.. N O �! � O O (r J 1 .O`�� _ ,� < �. �. --8" WATER a� , -� ivrr, • o , n, N 1.0% oo EL-1105.98 RT B , 0.5% oo -I w <� . ��,,1 c� ►•-I c�N _. .r {.cn n w oo ' c� .. oo-F- fV10 cn TC W c� n Ln W W n W .43 -L FS W W v �. 5.57 G 6.33 cn cn ui = co 5 = U- U- cn 7.03 •cn •cn 1\cn to 4 cn cn cn S co IL cn li n li n Ii n = n n n li ao u L- S IL lL 00.50 S 4- S S= _ � L 68.60 w 1 L=68.60 1 �+ L=28.25'�G N5 X41 4 5_ZJ Q IE `+ - J�1 IE_5 o� A _ - -�50 _ N cn s 10610 �S oo L oSP 4 STEPS -' N 9.00 9.0 4-3`1 E S � 4 STEPS4E N 500.50 :I o o A cn N H p 9.7 0 +I a� I+ o N I+ 10.30F, a� 00.50 N FG 00.50 00.50 \�2 cn N N 00.50 FS F G o N G FS.I �,, a' 8.6 µ 8.2 �' oo �' 7.6 t 8.5 .N 6 FG 9.2 FG 7.7 oo as 7.6'f o °' .7 7.6'FG I+ .�I+'FG N+` 8.6 G! 2 9.07 8.7 937 FS-GB <o FS-GS 9.6 w 9.4 g•4 10.0 _03 FG 10• R FG 9.77 -5' _ ,1 .5 5 Q '.P• GF -1108.6 FG FS FS 5 5 FS �1 Q 5' FG10. '�n0 FS 8.67 I � 0 5 FG v o I 01 cn _ 1 I � 8.08 7.4 � FS 0 p v jGF =1109.0 �„� O FS FG � w FS I r FS 5 ,i J 9 c 0 � � 2 U' cn � 2 aD GF =1109. _n � Q Ln N rn U.2 TI f I GF =110 .1 r 8• r ,a - 1a� w 0 rn r A w °° O2 0 � L 1 �' - 8. o +` 1 cn 9.5 r - I O G r 7r n 8i 4 a rn S FG I 'i 9.0 8 �* FG w 'i 9.7 9.5- FG G, 1 17, w u r FG r r FG I rn o Si r r r $ 0°� r• ;g G r ry 03 "� S � fO S Z .5 Q� 5' 's \ 7.59N o o �- �+ 1 w 4 4 o� 0 1 ® 3D a II R1 FG 16 5' F 4' 8 3 G 1 C 66 ® ® GF =1109.3 � 9.1 ® ® 9.8 3 L�!_J R FG GF= 1110.0 FG ® D ® 11 ® \ R o A © R o 8.7 s'0 2A s.7 1 R _ 4 ® = 9.0 9.7 0• as FF = 1111 ,1 10 o FF 1109.4 ® 6• FG FG 9.4 - ® FG � a � � 5 : FF - 1110.1 �, � FG = ® FF = 1109.0 _ o m FG FG = 1110.7 .i PE 1110.4 _ PE - 1108.7 0 -� FF N _ H• FG PE = 1109.4 •z I:� FF - 1108.5 z PE 1108.3 z - ao 7.8 _ I� PE - 1110.0 g4 �' FF - 1109.7 = g. \ FG 7.6' 8.7 8.7 I FF 1110.4 1 10.0 1 •0 0 © FL r PE - 1107.8 0 �-. � rn o I PE = 1109.0 0 I _ 8FG � ;� FG FG 8.6't 9.0 _ � 9.4 9.4 9.7 PE = 1109.7 _• aov FG FG Q- O 6 f Z 6't O .. FG FG o 10 4 o Z v I 7.8 7.8 8.3 E 14. 't _ Nr,® �N �N �® '4 z 9.2 �N 6.83' 8.6't �N ®© �N F N� \ FG FG 7 FG 8.1 8.5 o zla .�. 9.0 FL-Hf' .• _ 1 9.7 zlo 9.8 Q 10. o 7 IN FL z FL-FP FL-HP 1� o Z FG z Zl� o p N FG z 1� FL-HP FL-� 1 .4 \ .- IFG 0 7.6 * 8. 4 in 7.78 -* 8.9 0 * 9.6 9.7 co 11 FL-HP 9.34 48 9.64 o _ In 8.02 8. 0 ir) FL-FIP G 9.1 ;n 8.50 9.00 FL-HP FG N 9 - I .,, N FL L co FL N N d' FL 10.0 F1, FL N N GB c� FL FL FL FL 08' N o7. x .-�- - 1 FG 10.4 -8 8.8 c4 14 8.3 8.3 8.7 10.0 '� ++ - 10.0 L 7.8 7.8 7.8 9.3 9.7 8.7 9.0 9.4 g,4 7 L-73. 13 co FL 9. FG T 97 ' TS g_�� o FG FG FG FG TS _ FG F TS FG FG '- ^ FG FG � FG L=73.47' ��+ L=68.60' L= - = FG = F 0 ! 68.60' L-68.60 w � L-68.60' � � L-58.82' ��• N 11• E = 1109.7 W 2 : 1 2 : 1 2 : 1 -2_1 - - PE = 1109.5 ® P z �- - - - - - - - - - - - - - - - - '- - - -- - - - - - - - - - - - PE = 1108.5 PE = 1109.2 - ® PE 1107.9 - Q z ( PE = 1106.0 PE = 11E66] PE 1107.2 i W a 1� V 1 r 3 I o TR rrr -1 l AV S ON LANE M r� W N Q 2 W N U W d PLANNING ■ DESIGN ■ CONSTRUCTION O z O Q ■ ■ ■ 40810 COUNTY CENTER DRIVE TEMECULA,CALIFORNIA 92591-4679 J CONSULTING 951.676.8042 ■ FAX 951s76.7240 • www.Rl3F.com / 0 LD06-080GR Z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SHEET NO. o FESS SCALE Q�0 lQ,r o ./ RECOMMENDED BY: DATE: 7 06 DEPARTMENT OF PUBLIC WORKS Q ! EH CITY T M EH MD 0� � ECULA 3 1 2" DIAMETER ALUMINUM DISK FLUSH IN O v CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`'� ►4 VIA tea, PLANS PREPARED UNDER THE SUPERVISION OF ,� COUNTY BENCH MARK T-46-81 RESET 1997 h �' _ Ir r� ACCEPTED Y' DATE: 7 d B D T Cv PRECISE GRADING EASTERLY OF THE CENTERLINE OF SR-79 AT co ,^�', .-- -- ---�� � G G o AS NOTED W No.60132 �v INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE oc Lam--- q E; O RONALD J. PARKS � .n Exp. ���� D T T R- 2437-3 OVER SANTA ERTRUDES CREEK; 4.5 % G � ,� JOHN TANNER DEPUTY DIRECTOR OF PUBLIC WORKS � p Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J� �, ti. P H A SS E 1 - LOTS 2 0-2 7 < DATE COMPLETED CONCRETE SIDEWALK. ELEVATION = 1097.163' N/A �t OF c�l �� " , OF SHEETS / F 1E� R.C.E. NO. 60132 EXP I RES: 06/30/08 R R.C C.E E. NO. 19744 EXPIRES: 08-30-07 '"•" i �°' ' 3 a i i