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HomeMy WebLinkAbout2934-310 11 12 13 14 15 OAKSPRING � GABELS CREST PLACE LU ELKHORN DRIVE SEE SHEET 2 54' 27' 27' 40' 20' 20' F 5 , 6' 58 PROPOSED 30" STORM DRAIN 7 11 73 NORTH 322.00' 10+00.00 ROYAL CREST COURT= - - - - 11H. 1H 9157 ELKHORN DRIVEM., w 3 59 PROPOSED 18" STORM DRAIN 62 1 1 i 3 7 60 20' 20' 40' 27' 27' 54' ELKHORN DRIVE CONSTRUCTION NOTES SEE SHEET 2 1O -CONSTRUCT SEWER LATERAL HOUSE CLEANOUT PER CITY STD. DWG NO. 125 �2 --CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3a-- CONSTRUCT 4" VCP SEWER LATERAL 40-- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 6a-- REMOVE EXISTING 8" PLUG, CONNECT TO EXISTING 8" VCP STUB 0- INSTALL BACKFLOW PREVENTER VALVE city Date: BENCHMARK I QROFESS/O CALTRANS BENCHMARK NO. 8-17 ��1:) J. q�9��Z BRASS CAP IN CONCRETE S.C.E. TOWER LEG. co zQ7 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN No. 36052 m m SEVAINE RD., IN SOUTH CONCRETE BASE OF Lj S.C.E. TOWER 19.5; 2.65 MI. W. ALONG o; Exp. 6 30 2004 HIGHLAND AVE. FROM SIERRA AVE. CIVI�' ELEVATION: 1428.6090 QF CA��F 1 12 1 1 3 72 71 3 70 mu •• iml ��� 63 3 ROYAL CREST COURT Prepared By: ALLARD ENGINEERING PROFILE HORIZ: 1"= 40' VERT: 1"= 4' 13 14 GRAPHIC SCALE RIC ( IN FEET ) 1 inch = 40 ft. 68 13+22.00 67 1 3 01141104f l4a AUAW/A, " CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS Ff 8253 Sierra Avenue Drawn By: zils, SEWER LATERALS Fontana, California .92335 (909) 356-1815 WF/°BW GABELS CREST .f LOT NO. DESIGN STA. "AS -BUILT" STA. LOT NO. DESIGN STA. "AS -BUILT" STA. LOT N0. DESIGN STA. "AS -BUILT" STA. C S 1� T No. 1 LOT N0. DESIGN STA. "AS -BUILT" STA. 23 10+57.12 10 31 14+47.50 i +4-S 39 10+67.00 + 69 13+10.00 1 1 24 25 11+24.00 11+84.00 1 32 33 14+42.50 62 10+56.41 70 12+58.00 26 12+44.00 34 14+27.78 13+70.00 144 21 63 64 11+31.50 11+94.50 71 12+14.00 27 13+04.00 I 35 13+09.00 1 Si 4 L0 65 12+68.00 72 73 11+37.00 10+71.00 28 13+65.00 15 4 36 12+49.00 12 4 So 66 12+97.93 29 14+22.10 1 37 1 11+89.00 67 13+03.40 rb +6o 30 14+37.64 & 38 1 11+29.00 11 4 2'1 1 RR I i 1 r� nn F t s a ^A LU ELKHORN DRIVE SEE SHEET 2 54' 27' 27' 40' 20' 20' F 5 , 6' 58 PROPOSED 30" STORM DRAIN 7 11 73 NORTH 322.00' 10+00.00 ROYAL CREST COURT= - - - - 11H. 1H 9157 ELKHORN DRIVEM., w 3 59 PROPOSED 18" STORM DRAIN 62 1 1 i 3 7 60 20' 20' 40' 27' 27' 54' ELKHORN DRIVE CONSTRUCTION NOTES SEE SHEET 2 1O -CONSTRUCT SEWER LATERAL HOUSE CLEANOUT PER CITY STD. DWG NO. 125 �2 --CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3a-- CONSTRUCT 4" VCP SEWER LATERAL 40-- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 6a-- REMOVE EXISTING 8" PLUG, CONNECT TO EXISTING 8" VCP STUB 0- INSTALL BACKFLOW PREVENTER VALVE city Date: BENCHMARK I QROFESS/O CALTRANS BENCHMARK NO. 8-17 ��1:) J. q�9��Z BRASS CAP IN CONCRETE S.C.E. TOWER LEG. co zQ7 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN No. 36052 m m SEVAINE RD., IN SOUTH CONCRETE BASE OF Lj S.C.E. TOWER 19.5; 2.65 MI. W. ALONG o; Exp. 6 30 2004 HIGHLAND AVE. FROM SIERRA AVE. CIVI�' ELEVATION: 1428.6090 QF CA��F 1 12 1 1 3 72 71 3 70 mu •• iml ��� 63 3 ROYAL CREST COURT Prepared By: ALLARD ENGINEERING PROFILE HORIZ: 1"= 40' VERT: 1"= 4' 13 14 GRAPHIC SCALE RIC ( IN FEET ) 1 inch = 40 ft. 68 13+22.00 67 1 3 01141104f l4a AUAW/A, " CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS Ff 8253 Sierra Avenue Drawn By: zils, 4A Fontana, California .92335 (909) 356-1815 WF/°BW GABELS CREST .f ' "= 40' o Fax (909) 356-1795 PLANS PREPARED FOR REVISIONS 04 C S 1� T No. 1 -0: UndOrgrOUrld Service Alert SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS STRATHAM HOMES _ORe Y o C TSL i NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A ATTN: NICK KAHLON Filename: M:\DWG\12903\16046-3\SEWER\160463S3.DWG DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE 2201 DUPONT DRIVE (D 1_800 REVISIONS TO THE PLANS TO BRING THEM INTO o CONFORMANCE WITH CONDITIONS AND STANDARDS SUITE 300 o227-2600 IN EFFECT, IRVINE, CA. 92612 (949) 833-1554 TWO WORKING DAYS BEFORE YOU DIG t 5 . l i ! -r " 1 AJ t n LU ELKHORN DRIVE SEE SHEET 2 54' 27' 27' 40' 20' 20' F 5 , 6' 58 PROPOSED 30" STORM DRAIN 7 11 73 NORTH 322.00' 10+00.00 ROYAL CREST COURT= - - - - 11H. 1H 9157 ELKHORN DRIVEM., w 3 59 PROPOSED 18" STORM DRAIN 62 1 1 i 3 7 60 20' 20' 40' 27' 27' 54' ELKHORN DRIVE CONSTRUCTION NOTES SEE SHEET 2 1O -CONSTRUCT SEWER LATERAL HOUSE CLEANOUT PER CITY STD. DWG NO. 125 �2 --CONSTRUCT PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112 3a-- CONSTRUCT 4" VCP SEWER LATERAL 40-- CONSTRUCT 8" VCP EXTRA STRENGTH SEWER MAIN 6a-- REMOVE EXISTING 8" PLUG, CONNECT TO EXISTING 8" VCP STUB 0- INSTALL BACKFLOW PREVENTER VALVE city Date: BENCHMARK I QROFESS/O CALTRANS BENCHMARK NO. 8-17 ��1:) J. q�9��Z BRASS CAP IN CONCRETE S.C.E. TOWER LEG. co zQ7 343' N/0 HIGHLAND AVE., 0.2 MI. W/O SAN No. 36052 m m SEVAINE RD., IN SOUTH CONCRETE BASE OF Lj S.C.E. TOWER 19.5; 2.65 MI. W. ALONG o; Exp. 6 30 2004 HIGHLAND AVE. FROM SIERRA AVE. CIVI�' ELEVATION: 1428.6090 QF CA��F 1 12 1 1 3 72 71 3 70 mu •• iml ��� 63 3 ROYAL CREST COURT Prepared By: ALLARD ENGINEERING PROFILE HORIZ: 1"= 40' VERT: 1"= 4' 13 14 GRAPHIC SCALE RIC ( IN FEET ) 1 inch = 40 ft. 68 13+22.00 67 1 3 01141104f l4a AUAW/A, " CITY OF FONTANA, CALIFORNIA SEWER IMPROVEMENT PLANS Ff 8253 Sierra Avenue Drawn By: TRACT 16046 Scale: Fontana, California .92335 (909) 356-1815 WF/°BW GABELS CREST .f ' "= 40' Designed By: Fax (909) 356-1795 ISTOJRCEDate: I -�/DBW C S 1� T JUNE, 2001 Aaym d J. Allam, A.C.E. 36052 Date Checked By: Approve Dwg. No. 3 (e)Tires 6/30/2004) RD RG - ". CITY ENGINEER R.C.E. 5115Z 2934 4 Filename: M:\DWG\12903\16046-3\SEWER\160463S3.DWG