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HomeMy WebLinkAboutLot 83-90 - Precise Grading / 21.41 •, \ \ \ \ \ \ `•. \\ / 12 TC \ 1220.22 TC% \ \ \ \ \ \ Q- \ / , EXISTING PARK SITE 31.49' \ \ \ \ \ %'/ �7 ~ ` oe Q, �� % \ \ \ \ \ \ \ ` ;•. \ \ \ \ \ ` \ , , \ \ \ \ 122 .33 TC o EXISTING PROJECT WALL a h � - � .% \ \ \ \ . 1222.46 T �rl`l' ♦ \ �' \ \ \ 27.3 , 26.9 ` �\ ♦ ` \ qy \ \ / / 6` '`�Q. O ♦HP Is, IIA ♦ \ ` dpe �♦ \ � \ / 26.2 / \ / � ,' � �• 26.9 �4 �• ♦:-. / HP 25.9 pE=1227.6 •4 +�► • •, \ /001\ a , FL '�' ` FL FF=1228.3 FL ♦`' \\ `,• \\\ / / ` 01000 SCAPE � ` � � �` / VA _/ 25.5 ' A T ESMT �, �►ry \ 83 /'6 / PE--1226J �• / / FF0227.2 FL / 25.9 3B cF=1226,5 3 26. fl s� r 9 \ � ' +� � X4;6► / � \\ FL FL s �' 17- / \ EXISTING �. 0.5 DEEPEN � ♦\ 9 ,�+ c � \\ PROJECT WALL �lti FOOTING ��► IfALOg / 0000. \ 21.81 TCloe 1223 FG \ • 25.4 ,� , o V F� / FL .� _ + I + 12 /1225.83 TC / :n V1. I_ 1224.0 F G L- ' N U 1 '1222. 2 FG in 70.94' 24. 0 TC .56 TC 12 T 1 12 5 1226.02 / .::•. 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F=,2 F� 1-� 1 t I FL FL 26.9 3CR 26.9 t FF=1228.8 Cr GF=12ZS.3 PE=1229.0 F �jP �� FL t � tQ 5.5' 2A FF=1229.7 FL FL ; I1 1 i , 0 27.7 2CR � 7.2 27.5 27.5 = r 11 25 2 �, t � FL r -`"• Z�' W .�..- - - - - - - - HIP t FL FL = 6► �i 28.3 / EXISTING ,.5 25.0 26.3 _ 1 .- - 7 8 6.5 R W 4.7 26.3 L26.0- �----- .5 i pE=1228.3 FL V , 28.7 PROJECT WALL 0 � 1 18 SOL 2 FG � Q 18' 1 25.0 HP / FG HP FG�\ 27.5 F•IG\ L J FF=1229.0 27.7 t i HP 9 4.5' 2.5 FG r 81 t 27.7 3B t 5 FG TW - -" i FL FL q6•b . T Sp�K ' 1 ' w 28.1 28. -'s FG 29.0 • a°• FG 2,5 1 o EXIST 27.3 TF � HP •O FG � *W Ile 1 1 0 28 ' s ` 2.1 SLOPE 32.1 Tw 28.3 TW _.._ le �HP TF o� 7.4 ` � _ .L - - 1• 11 ' 27.8 TF h, 2 -�' 28.3 TW 29.6 x'11 1 27,97 52.12' 51.61' 33.3 TW 27.5 TFIIIIII=4= , FG 1 1 .80 62,20' 3 1.54' 27.5 TF •j 33.3 TW � �1 IrG 57.00 3S,1 37.3 _ 7.3 \�4gq. 34.44' N 5 7.5 TF q •, . 36, � FC 2.04 2 �' FC F '.� .37.0 FC 38.1 3B• 62.41' 3 7 Exrs T 2 .- - �' �- I N - - _ _ F .8 38 :1 SLOPE r 2�•� 11 1 F 3 ��� I HP �� r' `° 3 �C FC I - - HP F 38.9 M C N S.d 7.8 ` r - _ , C 62.36 G 1 11 1 1 Hp -. 36,5 36, Hp i -� FC 38.9 38, 158.7 r t F 6 t �-. t N 54.81' 6 °° FC FC 38.9 �--.� 39.7 48.3 37,4 , °1 38,s ^' F 3 Ir,lt 1 35, 9 8 2 37.3 F ri - ` H 'v_ G FC G 35,4 4 7 1 P f_ F 9 3 37.q - _ P k' r, -- _ -- _ -- 39. l a°1�I 9 ' F� t F ` 1X37. L P . 3 7,4 F `� /�� �► F� pE` X36 t F_1,238.0 ' FF X238.1 F� 7 q� p 99 L ` ' ` 3g•q o �G 1¢' o FF=1236.1 r t 2A t o t 1238.8 f- X38 38•s . Hp - DIG ALERT1 c 11 ' y 3C '8 i °4 t I 38 FF"1238.81 38, 1 38.D Hp ,W o t % cC°o I �C F 1 � 37. TG t ED CALL CAUTION= LD o0-062 GR BEFORE YOU DIG! EXACT LOCATION OF EXISTING UNDERGROUND FACILITIES IS SCALES 1'= 20' iriiI IRJCKD4GDa=G COMPANY 1-•800-227-2600 ir,■■.111i 3050 Chtcogo AVenue UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO """"PA �1t• 100 MEN■ R 1 vers i ct , CaNat least 2 working days prior to excavating. VERIFY IN FIELD. 20 0 20 40 1Q!11TJNW Co i t forn 1 a !2'507 I!4!1 742-0707 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: EH/EMR EH EMR SCALE SSI SEAL: Designed by Drawn by Checked by E • „L._ � Drawing No. RECOMMENDED BY: DATE: �1�+ �►�cHEc CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Horizontal . Q Pian repared Under Supervision Of Contractor � No.46804 z ACCEPTED BY: '67 oo . SEE SHEET N0. 1 1'-20' Exp.6-30-03 DATE: ,. . , Date RONALD J. PARKS PRECISE GRADING PLANS Inspector Vertical EDWARD RICH RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO, 23371- 11 J}4 CIVIL ��' - ;" 9 Date Cmp It'd N/A lF qr CAS%* R.C.E. No. 46804 Expires 6-30-03 R.C.E. No. 19744 Expires 9-30-01 A+••�T W ..•�'� LOT NOS, S 3-9 0 (S U N R I S E 2) Sheet 2 of 2 .•N G:\d_13212\212pgd87.dgn PLOT DATE:25-APR-2000 JN 13212 i