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See Sheet 5 30' 30 18'- 18 C4 0 0 (TYP) P 0 (TYP) 4 4 00 z 55.50' 57.00' 13' ----------- -- ------- -- - ----- --- - -- - ----------- it - - ------- - --------- ------- - -------- -- --- ---------- -- --- --- .... .. .......... .... . .... . --- ------- ----------- ------------- -------- ---------- ----- ----- -- - ------ - - ---- - .... . ..... ----- ------ --- -------- ----- ------ ----------- ----- -- ------- ----- ------ ... ..... .... .. ------ ---- ---------- ----------- -- - ----- ------ --- ---------- --- ------ ---- --------- ---- ------- - -------- ------ ---- ----------- - --------------- ----- - ----- - ------- ----------- ---- --- ---- ----- --- ---------- --- ----- -------- ---------- -- ------ - -------- - --- ------- - ----- - ---------- .... . . ..... . . ...... ------- ---- ------- ------- ------- -- ---- -------- ---- -------------- --------------- ------- - ------- ----- -- ------- --------- ------ --------- --------- - ------- ----------- ------ 14 15 161 t (TYP) 4 P L=52-33' 63.75' I 29.16' 27.19 Z` W W W 88.00 95.00' 95.00' 1 +00.00 Westwind Ave. 12+76.00 Sewer 3+76.00 Westwind Ave. 4 1+00.00 Eastwind Ave. 3+71.00 Street Ui+ 1 3+83.00 Southwind Ave. 0 0 01 01 w0)cn 0 C Cn 0 b --- 4� 0 0) 0 Co Lf) z 11 1 C' rr���r rJ J�J ^� �J J% r�r r��JJ �f�J J% 007RACT Ro55-21 z 0)TR 18 8' 18' 89 25' 25 25' L 25 EASTWIND AVE. SOUTHWIND AVE. See Sheet 3 See Sheet 5 SCALE: 1 40' 15 15+52.00 Sewer 6+47.00 Street ------- ---- --- ---------- --------- ------------- - - k�f -- ---------- ------- ---- -- -------- ---- - ---------- ----- ------- ------- - - -------- ----- ----- --------------- ------------------- -------- ----- �HVERT��. =0- ------ 1 = 4' 4" VCP SEWER LATERAL LOT N0. DESIGN 01 12+26 11+40 it +4o jY 8 10+77 LO 00 7 10+11 10+ %k LO 10+00 10+00 ,2-T 1 4 15+15 15+%5 2E- 1 3 14+89 k 4- + 51 2-9 17. 14+25 W a6 11 13+39 L3 + oaq 6+52.00 Westwind Ave. 1+00.00 Northwind Ave. 88.00' '�6, wl o 0 17 0) A3 00 N 0z 01 Iq (O 18'( 18 25 25' NORTHWIND AVE. See Sheet 6 ------- ---- --- ---------- --------- ------------- - - k�f -- ---------- ------- ---- -- -------- ---- - ---------- ----- ------- ------- - - -------- ----- ----- --------------- ------------------- -------- ----- �HVERT��. =0- ------ 1 = 4' 4" VCP SEWER LATERAL LOT N0. DESIGN AS BUILT 12+26 11+40 it +4o jY 8 10+77 104-117 7 10+11 10+ %k (-P 10+00 10+00 ,2-T 1 4 15+15 15+%5 2E- 1 3 14+89 k 4- + 51 2-9 17. 14+25 14- 4 Z6 a6 11 13+39 L3 + oaq A CONSTRUCTION NOTES- RECORD DRAWINGS CONSTRUCT 8" VCP SEWER (�)—CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 (D --CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. NO. 125 Prepored by: PLANS PREPARED FOR REVISIONS Engineer City BENCHMARK 01 � CITY OF FONTANA, CALIFORNIA No. Approval Date: Approval Date: ENGINEERING I? N ,, ALLARD J. 41 ql 2- "RECORD DRAWING" CALTRANS BENCHMARK NO. 8-17 Civil Engineering — Land Planning Landings 750 L.L.C. �3 G) BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue 0 Drawn By: SEWER IMPROVEMENT PLANS 0Scale: Attn: Ben Anderson 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92336 No. 36052 z JA 1 40' 0 m TRACT 15655-113-:i�tjk SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 u' m 550 W. Orangethorpe S.C.E. TOWER 19.5; 2.65 MI. W. ALONG C(- Exp. 6/30/200 Designed By: WESTWIND AVENUE Date: Placentia, California 92670 e��X� � F SCN Sta. 10+00.00 to Sta. 15+52.00 March 1997 HIGHLAND AVE. FROM SIERRA AVE. 6 -7 7 clvk\, Checked By: Dwg. No. (71 4) 996-6700 ELEVATION: 1428.6090 Raymond J. Allard, R.C.E. 36052 Date OF CAQ Approved: vr��� 9 7 4 (expires 6/30/2000) RJA CITY ENGINEER R.C.E. 25126 ra Vilename: L:\UWU\IUZUI\I5b',DO—],)\-IUZU-1J4.L Date: July 11, 1997