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SEE DWG NO, 2`448 C r7l 1=1 SHEET 3 OF 6 2 SEE SHEET 3 1 8 T x,, �4 6 ZZ I inch 40 ft. 11�11 30' x -4j 30' 12' 18' 18 1129,1 3' 4, C1 0) M M 2 M 0 /-P 1 2 18,f Cy i 5 Cn 13' Cn) >- Poo 3 3 04 Q: 2 3 3 2 3, 4 3 5 Fn 3 M z lift (0 6 r�l + ck� C1 + 24 to Z5 =3 8 -*--o ED) C) 0 :t - 7 =3 M: 0 1* CM 14 15 16 0:: 6 Z:q 6 og 00 14- En co p 0 PROPOSED r- 't, 0 t + + + 2: ca PROPOSED 3 --1 -4- cS o R1 3 RIW 3 U 04 Em EXISTING SEWER MH PER DWG. NO. 2448 Z- 11 1- 7 T 1+00.00 DOOUTU COURT N 1 4 t L C) 5+42.12 WALNUT AVENUE 9 CL MH 14 12 S 12'49 3 4 1 12+60.0 -McPPA1NE1-Z.:AVF-­ -L0 NOO*12'49*Ej L01 IN -1010' nE 4. co i , N90*00' -W C, 0) I Ud.uu- z z I 6.9;r 1 2 10+01.25 EARHART AVENUE 318.88' 5# WA*f T 11+78.00 CL�7EAXP­ 04 9+75.14 WALNUT AVENUE W!W- 1 -1 - C1 C) 23 to I 1 00 0:: ED---" R W PROPOSED 8" 6 WATER BY OTHERS z POSED 22 1 PROPOSED' PROPOSED - WATER BY OTHERS 1 -1 U41 RIW 10 -jj 9 21 20 RIW 1 3 18 3 17 1 18'. 8; ill 3 -EXISTING 15' SEWER EASEMENT it 1 5 PROPOSED 30" STORM DRAIN TO BE ABONDONED ON TR MAP 30 6b' 36 PER CITY DWG. NO. 3379 15655-18 (SEE SK 3) CONSTRUCTION NOTES wwrAfNEIL A IVADDLE AOD AVOCIAZ�, AkIc - 0 h HA h F11" VENUE 1p 4 WA q1T Am c,M - PA - v4 /m 2m, oWAAlo, CA . ql-�& 1 0- REMOVE EXISTING PLUG SEI SHEET 3 C-11 0- CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 r-"IECORD DRAWINd SEWER LATERAL CROSSING TABLE Lad S' Ro.36637 CONSTRUCT 4" VCP EXTRA STRENGTH SEWER LATERAL & CLEANOUT PER SEUM ZAIEEAU =ACT 156WID "IV E)* A, THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN LOT NO. 4 SEWER MAIN TOP OF LATERAL BOTTOM OF STORM BOTTOM OF LATERAL INV` CITY STO DWG NO. 125 (SEE GENERAL NOTE NO. 30) BACKWATER BACKWATER PART, ON THE BASIS OF INFORMATION COMPILED AND INV. ELEV. 13ELOW S.D. DRAIN PIPE WATER PIPE 0 PL FT. BELOW PL FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE LOT NO. DESIGN STA. LOT NO. DESIGN STA. "AS-13UILr STA. - ST RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH 17 22.5* 1401.31 1402.76 1403.88 1407.10 1402.86 8.0,± "AS -BUILT A' -R-ST NO YES NO HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 18 22.5* 1400.63 1 1402.07 1 1403.35 1406.74 1402.17 91± 1 0-- CONSTRUCT 80 VCP EXTRA STRENGTH SEWER MAIN 1 1+63 NO 14 11+46 YES A RESULT THEREOF. 45' 1398.52 1 1399.82 1 1401.71 1405.62 1400.65 9,± 5 BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39) 2 2+01 NO 15 12+31 NO I j.'± 6 INSTALL 8N PLUG & MODIFY THE FLOW CHANNEL AT THE BOTTOM OF EXISTING MANHOLE 3 2+63 YES 16 12+90 NO 07 45* 1396.94 1 1398.96 1 1403.74 1397.05 1 d 4 3+25 NO 17 12+74 NO NOTE. SEE SHEET 1 FOR TYPICAL DETAIL 7 ABANDON EXIST. 80 VCP SEWER, FILL W1 GROUT AND SEAL W1 A 5 3+87 1 NO 18 12+54 NO- WALL OF CONCRETE 6 4+38 NO 19 12+08 YES BASIS OFF BEAMGS.- 8 REMOVE EXISTING STUB AND JOIN EXISTING MANHOLE 7 4+43 1 NO 20 1 10+88 1 1 YES BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER 8 4+43 NO 1 1 YES I OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89*47'11"w AS SHOWN ON TRACT 9 REMOVE PORTION OF EXISTING SEWER PIPE 9 4+48 NO MAP 15655-22, MB. 27011-3 RECORDS OF SAN BERNARDINO COUNTY. 10 ENCASE 4" SEWER LATERAL PER DETAIL 'A" ON SHEET I 10 4+31 NO REV. REVISION DESCRIPTION DATE ENGR. CITY DATE n" Prepared By: 1%VF0N'rANA, PA IFORNIA SHOULD COINSTRUCTIOIN OF REQUIRED PREPARED FOR: BENCMA I 1? /0 CITY rzL EVROVE14ENTS NOT COMMENCE WMLEV ALLARD ENGINEERING S. H.4. &ON A %..rILIFORNIA LANDINGS SPECIFIC PLAN TWO YEARS OF TFIE DATE OF MPROM HOM CALTRANS BENCHMARK NO. 8-17 Civil Engineering - Land Surveying - Land Planning -P BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' 8253 Sierra Avenue DRAWN BY: SH01rJN MMON AM CARRMD FORTH IN A 801 CORPORATE CENTER DRIVE NIO HIGHLAND AVENUE, 0.2 Mi. WIO Fontana, California 92335 0 No. 43976 rn AE TIMCT NO. 15655-18 SCALE. 1"--40' VIANNEM ME CITY ENGINEER MAY w rn DIAL SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE Exp. 6/30/05 DESIGNED BY. $1 WRPLAW DATE: FN REV. 97 AlwiEs R, nrm-17,7i-E qr. ro eAROP SUITE 201 (909) 356-1815 Fax (909) 356-1795 REQEME REWSIONS TO THE PLMS TO OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG AE ?P T AVENUE DECEMBER, 2003 BEFORE WA -1 4AID Pu(;14ES Cr. 7o A4=4WAIAIELL AM. POMONA, CA 91768-5641 HIGHLAND AVENUE FROM SIERRA AVENUE ­ I I I P V DRAWING NO.: YOU DIG MING TIMM INTO OONFORMMCE VWTH (909) 802-1154 -7 Civ ED B 2 1-800-227-2600' David S. Hammer, R.C.E. 43976 DAte EE PER CM Oc�--. -# 2trg -0117S-23 -2117 -1.,F COMMONS AND STANDARDS IN EFFECT FAX (909) 802-1111 0 CA ml/DSH �,rCt�p �nk IPG It ELEVATION.- 1428.6090 (expires 6/30/2005) 1 CITY ENGINEER R.C.E. 51152 -55 o 3 07 wt -1 WIVIM Filename: M:\DWG\192.DWG