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Lot 10-13,67-71, 81-85 Precise Grading
"N.-t9 91 90 89 TRACT N04 28492-2 PE=1216.0 PE=1215.3 PE=1214.2 E', 6J 53'48 88 50.00 51.00' PE=1213.6 04.1 04.1 - '� 03.6 _ - � ��' FG � 25.7 FG �, 04.3 �" 87 A FG 02.9 \04.3 . �� FG 05.4 05.703.3 03.6 _ _ _ _ 6 FG --/ 16.9 ' PE=1209.7 FL FG _"� FG 04.0 HP FG 06, 0 0 03.6 HP 03.8 - - �...- FG HP `,OF � AHP - - - FG •� - - F 1208.32 e• 03.4 03.4 • I T o RIM EL 1° ter,• 1 81 , V ' ` FL \ _ I , & FL N PE=1203.6 r - 1 TW-1205.7 I I , 05. 02.9 FF=1204.3 r I TF=1203.4 05.0 I FL ' FL 2BR ALT r 5.0 82 03.6 03.7 05.0 84 FL 05•� EXIST R-WALL PE=1204.1 FL 83 FL PE=11205.T 85 FL `` FF=1204.8 1 . 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I PE=1206 6 HP 1 � FG F� � � I 1 1 1 GF=1206.4 5.0 � I 14 _ ",N �• �` � o� 1 , I � 4�5 I .3 FF 1207.3 1 ,�' � �Xc' �j �� 1 5.0 h g 1 1 1 1 1 S L 18 4.5' 2CR 1 6Z CO N N Q 71 0 ` 1 70 5.0' 1 69 T 1 68 �, 1 LK --' w� : �o 1 PE=1204.7 PE-1205.3 PE=1206.4 1 6 7 1 N �., I '" �° - 22 fi' z °' `` J' ! = PE=1205.3 FF=12 _ _ it -� nxn o o ` FF 1205.4 06.0 05.7 �-- o o - co 3•� 04.7 FF=1206.0 04.7 05.6 FF=1207.1 PE-1206,4 :;• r �� r 05.5 06.0 op �• �° ♦ 6`�_ a 3AR L 3B ALT FL 3CR FL FF=1207.1 05.7 Ln .- � r,r, r FL FL 6.6 N FL 2CR FL 2A FL - •'.. rri I �� 1 03.8 F 140899 _ - y�. \03.5 1 1 05.6 1 '\ 05.7 , �; _ _ _ _ - FG�I 1 1 _ 05.7 + 5 ;I. O� `�• ` �� FL 04.4 r 05.0 �` FL 05.0 /' r FL 06.1 'a: 1 r FL 06.1 - , 7� R/W 2 ' R/W c - - - _` N �o , O5.fi h _ ZP_ �� HP *4 - ♦ HP I HP N HP � (T P) a,- 19.5' G o Cu, v �, �• �..� _ _ 'r - - �� _ _ ♦ rh 1 .6 -I..• 04.6 05 0 - �n N cv ���. 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I `n FL FL �O -Co. `LO 2\ 013 M FG NP I :. . )05.6 201.3 - 01.3 FG _ FG _ - - 201.3NP 201.3 201.3 1 1 cn ` 6 \? r r FL FL FL o - _ - -1 FG 85.02x`_ - ; 1� I I _ _ 84.54' - - - - - �;1. 244.8 F G - , 201.0 200 6 , , 201.3 N c7 I _ FG _ _ - HP , FL to I _ - r EXIST I-WAS ` - �, _ 20o.5 "' - 201.0 200.6 FL\� rp�J °C I • rn , .0 03.1 - 03.5 .� -• r; '� 4.1 � 15� ti PP `n 200.6 FL ► PE-1202 I - •� - ! ' . M HP FF=1202.1 = 2.0 J 20+1 .36 �:. - 1202.4 FS FL n FL Ln o r�- �r' O o )O.a _ - FL 1 2C pE 120 7 r I CL 18 DWY 1201.8 FS 22.8 0 u-I G 1 64 1 F=1202.0 F F=1202. 1 25 , 8 GF=1204.1 1 0 PE=1201.3 1 G 1CR _ .33/. �o . = c� 200.1 1 1 00.6 6 3 F F=1202.0 1 n' ! 1 1 __ 1 , �•, PCV 2 - 3 200.9 1 I 27.6' r ' 1 0 0 0 62 FL 1 FL PE-1201. 3AR t 1 6 I :: 03.8 N A• 1202.0 FL 1 U 00.9 F F= .. �.-- HP 1 „ N PE=12 2 A 1 - - BW PE=1204.1 1 C° r FFY1201.5 5.0 1 - I a I .�. :: FF=1204.8 ,Z 9� �- `` v --• - r 03.1 LA u a 3C 1 �9 / - :. N 20.8' :: FL 1BR 03.5 ,` o 0 FL IA- I 12 FG 04ml p +• I I •� � F� r 1 17.10' I I ;: 1200. o `" - G 1201.4 FG 1201.6 F , I 63 84 3k.59L-32.25 L-34.41 EVC ' I I 1200.05 TC 12o0.29 1 01- 1201.22 TC - LI RSM EL SANDHILL LAE m N - 20 I 0.76% 21 .76 1 _ _ _ D I ALERT TM _ 221 TC1`0 v I 1200 41 TC " �, ��2 1 r`�°- 3 I oo ; 1201.51 TC I 12 •0 0 . I 1 ti 120Q i o 11))%4 v Tr o D �� CAUTION BEFORE LD 01-088 GR YOU DIG! EXACT LOCATION OF EXISTING �T OWPANY 1-800-227-2600 UNDERGROUND FACILITIES IS SCALE: 1'= 20' RICK ENG UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO 20 0 20 40 � orow r T Ca M at least 2 working days prior to excwatinq. VERIFY I N 'FIELD. 1223 Univ Ana.,SM.240•Ri wdb,CA 92607-3416•('/"M-OM-FAX (!0l1)M-Mn•www.ikk=@x= CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: �rESS� Designed by Drawn by Checked by SCALE Drawing No. -I8 01 MEC / REV15EZ) 8VILOW6 FOOT PRINT I.'1A• kCH � EHP/EMR EHP EMR RECOMMENDED BY: DATE: � D� M � �, CITY OF T DEPARTMENT of PUBLIC WORKS - FROM 2 CAR To 3 GAR CaA�eAGE Horizontal � � �'' Prepared Under Supervision Of Contractor � u LOT AJO. '7IfREVIS Eo 5JAM L6. �- No.46804 Z ACCEPTED BY: DATE: PRECISE GRA 9E W 5 6D s WAGE AQDED DEEPrAl SEE SHEET NO. 1 10=201 Exp.6-30-03 DING PLANS Inspector F•ooT'iwG GoTNd. 7a � � Date / RONALD J. PARKS TRACT N0. ZS482-1 Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS Date Cmp It'd ' cIV N rFdp``'�' 46804 6-30-03 L 0 T NOS. 10- 13, 67-71p & 81-85 N/A C�►� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-01 ';" B R 0 0 K H A V E N PHASE 6 Sheet 2 of 2 1 / G:\d_13212\212P9d 156.d9n A PLOT DATE: 19-JUN-2001 JN 13212