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HomeMy WebLinkAbout2503-6.tifUnderground Service AW CP Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG rFRACT-1-66-6-6-10 (TYP) `274 (D 17 L D] --ga- 11 �Z- is f1l, (TYP) 4 10+00.00 Sewer 0 L 0+95.00 Street .79, 00 11 63.75O' 00 ZI Co in 14C14 317 A N VL -11 LO 01 45.00' 63.75' o 0 1+00.00 QL Northwind Ave. L=10.14' 51 6+52.00 Westwind Ave. 2- (D 2& ej is 1 18 25' 25 WESTWIND AVE. See Sheet 4 0 F.111 I 110"M a :4 a I 9.11viakwom "41 01 Landings 750 L.L.C. Attn: Ben Anderson 550 W. Orangethorpe Placentia, California 92670 (714) 996-6700 63.75' ............ ......... ........ . . . . . . . . . . . . . . . . .................... .......... .......... ...... ------ - t7-1 9:4 -T.1,1 TRISTAR LANE DESIGN "AS BUILT 1 10+60 14-441.5 2 11+40 See Sheet 2 3 3 11+87 1 1�p + -7 5i 4 SCALE: 1 40 1 (f 4.55 5 30 30' Il -i+ I+ 6 13+95 AV 7 & 11-x- 4-3. 9 8 15+22 T J q- A C T - -1-5 6-5 6 - tS 9 15+70 1 + I q 7R. 15655-20 U ^0 11 16+88 k r7+ 10 12 17+24 1 &i + z z .5 13 0I I 0 0 0 0 1-9- �. 207 17+34 I0 -V (,*o V,5' 2 (0 16+95 It +40 2D D 0 5 16+55 2- 3 15+75 (TYP) 4 (TYP) vl;r Z2. 14+48 (TYP) * 2e@- 21 CO 1274- Z8 * ?.,r Z 0 4 k2- 4r 4 5 * ?e2 1q 4 k Z- + 00 * 2a' 1 11+20 11 ?10 0 4+82.52 Northwind Ave.A * 2T I (p 10+28 4 4694' 8+13.58 Northwind Ave. ?'a Jcj 10+00 10 A- o0 1 +00.00 Tristar Ave. Radial Point Ili V 63.75' 57.00' Nz 57.00' 41 63.75' 63.75' 43.56' ().9 pp,e M N VI N N Iq W W 4 (TYP) "0 5 N89*59'00"E 6 AI 8 7 0 (6 N89*59y()0"E Y 2 -00 1-\2.31 V I N --N 17+43.89 Sewer Ta. (P55-13 N M N V1 N M N A A 771- V1 N1 8+38.89 Street 3.75' 63.75' 63.75' /63.75 63.75' 63.75' 63.75' 48.58' 16-68,18 13+82.52 Sewer 4+77.52 Street 4.35' (WP)Z4- 25 2 Z (TYP) 12- (TYP) (TYP) 9 10 0 13+88.52 8"VCP STUB L=4' ewer Line from TRACT 15 C. 55 ZD Sta. 13+82.52 to Sta. 17+43.89 is not constructed CONSTRUCTION NOTES O2 - CONSTRUCT 8" VCP SEWER OCONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 cHmE ORD DRAWINGS -- CONSTRUCT 4" VCP SEWER LATERAL PER CITY STD. DWG. NO. 125 O6 - INSTALL 8" VCP STOPPER REMOVE PLUG AND JOIN EXISTING 8" VCP SEWER LOT N0. DESIGN "AS BUILT 1 10+60 14-441.5 2 11+40 *7- 1 5+ 27. 3 3 11+87 1 1�p + -7 5i 4 12+67 1 (f 4.55 5 13+15 Il -i+ I+ 6 13+95 to) + 31 7 14+42 11-x- 4-3. 9 8 15+22 11 + 43.1 9 15+70 1 + I q 10 16+50 (0 +50 11 16+88 k r7+ 10 12 17+24 1 &i + z z .5 13 17+43.89 4- +4Z.5 �. 207 17+34 I0 -V (,*o V,5' 2 (0 16+95 It +40 25 16+55 57? 2. ¢ 15+75 W7 vl;r Z2. 14+48 915 * 2e@- 21 13+28 1274- Z8 * ?.,r Z 0 12+48 k2- 4r 4 5 * ?e2 1q 12+00 k Z- + 00 * 2a' 1 11+20 11 ?10 * 24- 17 10+81 10 8% * 2T I (p 10+28 too Z5 ?'a Jcj 10+00 10 A- o0 * Note: If sewer line is installed before storm drain, the following sewer laterals should be installed per plan. Lots 20, 21, 22, 23, 24 & 25. REVISIONS Engineer City BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA No. Agproval Date: Approval Date: ESS /0�/ COIZUC-TED LQ1- -rMAC,*f UoS. ALLARD ENGINEERING <) No ,� I. Z/../ 9f CALTRANS BENCHMARK NO. 8-17 "REURD t)RAWIM61 Civil Engineering - Land Planning BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 6101 Cherry Avenue 0 Drawn By: SEWER IMPROVEMENT PLANS Scale: 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN Fontana, California 92336 No. 36052 JA 1 40' 0 TRACT 15655-13 and * SEVAINE RD., IN SOUTH CONCRETE BASE OF (909) 899-5011 Fax (909) 899-5014 -LI rri Date: S.C.E. TOWER 19.5; 2.65 MI. W. ALONG Exp. 6/3o/2on 'D Designed By: NORTHWIND AVENUE March 1997 1>11 OF, Checked By: Dwg. No. HIGHLAND AVE. FROM SIERRA AVE. kP cm\- \ SC St& 10+00.00 to St& 17+43.89 ter Raymond J. Allard, R.C.E. 36052 Date roved: ELEVATION: 1428.6090 Cm- (expires 6/30/2000) RJA App CITY ENGINEER R.C.E. 25126 -Z 50-:3 Filename: L:\DWG\10201\15655-13\10201S6.1 Date: July 14, 1997