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Home My WebLink About3867-2LOT NO. DES/GN AS -BUILT BACKFLOW 1 10+28 DEL TA YES 2 11 +03 ROUGH GRADING LINE. NO 3 11+29 o NO 4 12+03 173.00 YES 5 12+29 2633.00 YES 6 13+02 NO 7 13+23 NO 8 14+01 YES 9 14+25 YES 10 15+01 YES 11 15+25 WJrfvV`,J YES 12 16+01 Pe Ee Po Eo YES 13 16+25 Pe Eo YES 14 17+01 P.E.P.E.. .P.E..En NO 15 17+25 . NO 16 18+01 2Pe 648.2 649e7 NO 17 18+53 � NO 18 18+56 /5/2 65704 NO 19 18+15 NO 20 17+35 2 3 YES 6 7 8 9 10 11 12 13 Z 14 15 16 17 m �Wcn occ �W �, 4 4 4 4 4 4 ,, PROP. 8" WATER MMMM__M__MMMMMMMMm �u ago 4�3� v 4 3 3 3 3 3 3 3 3 3 3 3 3 I v�Izz Q) c� 00Lj 0 '3 3 j ✓� v oo"� Woo W 1 Woo CL ALLEY W W -T Ll - RKSIOE -- W:::; , �` _T 1 - L 4, 11+J8.00 CL KATE WAY (11+38-03) LPA , LN• - - - - R/W a- 19+49.94 JAIME LANE 10+00.00 IME - .- mai J 6 ' ( 12 IST MH`i 8 EX 9 37 'i 3 3 4 4 4 4 4 4 4 4 4 4 4 10' 20' 20 0'' ii�m ■■s■■■�mi ■�■■■ mmmmm■ �=■ice =■-i■■ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmo i=iiia �■■�■■■ �■■■�■■ ■■��ii■ �� mMMMMMMmMMMMMMMMM mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm■� MMMMMMMEMMMMMMMm ommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm M MMMMMMMMMMMMMM M mom MMMMMMMMMMMMMMM Mm 0 MMMMlMMMMMMMMMMMMmMMMMMMMMMMm ommmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm_MMMMMMMMMMMMMMMMMMMMMW. mMMMMMMMMMmMMMMMMMMMM MMMMMMMMMMMMMMMMMMMMMMMMMMMm mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm MmMMMMMMMMMmMMMMMMMM MEE mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm MMMMMMMMMMMMMMMMMMMMMm ommmmmmmmmmmmmmmmmmmmommmmmmmmmmmmmmmmmmmmm mmmmmmmm El FBn■�■MEMOMMEMEMEMEME M mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm MMMFw"MMMMMMmMMMMMMMMm mMMMMMMmMMMMwfiwMM � REMEMEME MEMEMEM Baa■■�■■0 EMEMEMEMEMEMEME MEMMEMEMEM 0 MMMMMMMMMM MMMMMMMMMMMMMMMM MEE EMEMMEMEMEMEMEMEM 0 MEMEMEMEM MEMEMEMEME MEMEMEM m -in MEMO MMMMMMMMMMMMMMMMM No mMMMMMmMMMMMMMMMM ommoommommommomom I miii m MMMMMMMMMMMMMMMMMM MEMEMEMEMEME 0 0 P MEMEMEMEMEMEMEMEMEM MEMEMEMEMEMEMEMEME MENEM MEMEMEMEMEMEMEMEME MEMEMEME mommommommom M, m-Ew Emm MENEM NONE 0 mMMMMMMMMMmMMMMMMMM MEE 1�i� No MEMEMEMEM nOT 7 INN Firm 0 MMMMMMMMMMMMMMMMMMMM I I MEMEMEME � 0 MMMMMMMMMMMMMMMMMMMM MMMMmMMMMMMMMMMMMMM INN mommommommommommom so MEMEMEMMEMEMEM �■■■e■■!1! 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DES/GN AS -BUILT BACKFLOW 1 10+28 DEL TA YES 2 11 +03 ROUGH GRADING LINE. NO 3 11+29 o NO 4 12+03 173.00 YES 5 12+29 2633.00 YES 6 13+02 NO 7 13+23 NO 8 14+01 YES 9 14+25 YES 10 15+01 YES 11 15+25 WJrfvV`,J YES 12 16+01 Pe Ee Po Eo YES 13 16+25 Pe Eo YES 14 17+01 P.E.P.E.. .P.E..En NO 15 17+25 . NO 16 18+01 2Pe 648.2 649e7 NO 17 18+53 � NO 18 18+56 /5/2 65704 NO 19 18+15 NO 20 17+35 2 3 YES SEE3 4 4 o f 4 '�.0 � �, SHE �;` , 29 28 27 26 25 24 23 22 21 20 19 18CO - ' 4 31 30 ® 32 P.E.P.E. P•Ee PeEe PeEe P.E. P.Ee P.Ee P.E. P.E. f .Ee P.E. PeEe KA TE WA Y 1 ?' 3 3 P. E 649.3 650.3 651.3 652.4 653.0 653.6 654.4 655.0 655.3 655.634 65�. 656e 0 2 2 PeEe646.1 - - -P.E. 64Z2 - t AE 645.0 - CONS TRUC T/ON NOTES 644.6 - LOT NO. DESIGN AS -BUILT BACKFLOW LOT NO. DESIGN AS -BUILT BACKFLOW \\ _ 21 17+15 /�� 8i�, $7 YES 28 13+33 /3,CYZe ft NO WAY 22 16+35 / f3 aAZ YES 29 13+13 /3 2 • I./ Flo YES CORD DRAWING � ✓ INSTALL 8 EXTRA STRENGTH V.C.P. SEWER S�pE /o '� PARK r10e 3798 23 16+15 /6f/S. 4zYES 30 12+32 /Z -lis. 49 YES O CONSTRUCT PRECAST CONCRETE MANHOLE PER SEE DWG' OF 5 s�o C/TY OF FONTANA STD. DWG. N0. 112 (1D=48") $HT• 4 24 15+35 /Sf (��,g'� YES 31 12+09 //,� 8T.�0 YES � �•. 25 15+15 /¢1�8¢, 87 YES 32 11+26 //x-26, 04- YES a No. 58020 Q INSTALL 4" V.C.P. SEWER LATERAL PER (PRI VA TE) 26 14+35 14-+5S. 4Z YES 33 11+06 // OS 98 YES > CITY OF FONTANA STD. DWG. NO. 125 4✓ INSTALL BACKWATER VALVE DEV/CE O5 REMOVE PLUG AND JOIN EX/ST/NG 8" V.C.P. SEWER LINE TABLE TABLE LINE BEARING LENGTH L1 N89'4838"E 350.00 L2 N89.4838 "E T 118.97 DEL TA BE SET AT LEAST 6'0 ABOVE ROUGH GRADING LINE. 1 '05'17" 2633.00 50.00 o C2 3'4552" 2633.00 173.00 86.53 C3 4'53'03" 2633.00 224.45 112.29 SEWER IMPROVEMENT PLANS DRAWN BY CV JA/ME LANE FROM PARKSIDE WAY TO KATE WAY TRACT,LVq $71 WJrfvV`,J P.E. oEo Pe Ee Po Eo Eo Po Eo P• Eo Po Eo Pe E• Pe Eo P.E. ®o Eo P.E. A E. 2 P.E.P.E.. .P.E..En �o Eo . 2Pe 648.2 649e7 649.7650e8 65107 65207 653i6 � �5oo � d 6�7®_ /5/2 65704 65%7 658e0647e5 I 2 3 4 6 7 8 9 10 11 12 13 Z 14 15 16 17 m �Wcn occ �W �, 4 4 4 4 4 4 ,, PROP. 8" WATER �u ago 4�3� v 4 3 3 3 3 3 3 3 3 3 3 3 3 I v�Izz Q) c� 00Lj 0 '3 3 j ✓� v oo"� Woo W 1 Woo CL ALLEY W W -T Ll - RKSIOE -- W:::; , �` _T 1 - L 4, 11+J8.00 CL KATE WAY (11+38-03) LPA , LN• - - - - R/W a- 19+49.94 JAIME LANE 10+00.00 IME - .- J 6 ' ( 12 IST MH`i 8 EX 9 37 'i 3 3 4 4 4 4 4 4 4 4 4 4 4 10' 20' 20 0'' SEE3 4 4 o f 4 '�.0 � �, SHE �;` , 29 28 27 26 25 24 23 22 21 20 19 18CO - ' 4 31 30 ® 32 P.E.P.E. P•Ee PeEe PeEe P.E. P.Ee P.Ee P.E. P.E. f .Ee P.E. PeEe KA TE WA Y 1 ?' 3 3 P. E 649.3 650.3 651.3 652.4 653.0 653.6 654.4 655.0 655.3 655.634 65�. 656e 0 2 2 PeEe646.1 - - -P.E. 64Z2 - t AE 645.0 - CONS TRUC T/ON NOTES 644.6 - LOT NO. DESIGN AS -BUILT BACKFLOW LOT NO. DESIGN AS -BUILT BACKFLOW \\ _ 21 17+15 /�� 8i�, $7 YES 28 13+33 /3,CYZe ft NO WAY 22 16+35 / f3 aAZ YES 29 13+13 /3 2 • I./ Flo YES CORD DRAWING � ✓ INSTALL 8 EXTRA STRENGTH V.C.P. SEWER S�pE /o '� PARK r10e 3798 23 16+15 /6f/S. 4zYES 30 12+32 /Z -lis. 49 YES O CONSTRUCT PRECAST CONCRETE MANHOLE PER SEE DWG' OF 5 s�o C/TY OF FONTANA STD. DWG. N0. 112 (1D=48") $HT• 4 24 15+35 /Sf (��,g'� YES 31 12+09 //,� 8T.�0 YES � �•. 25 15+15 /¢1�8¢, 87 YES 32 11+26 //x-26, 04- YES a No. 58020 Q INSTALL 4" V.C.P. SEWER LATERAL PER (PRI VA TE) 26 14+35 14-+5S. 4Z YES 33 11+06 // OS 98 YES > CITY OF FONTANA STD. DWG. NO. 125 4✓ INSTALL BACKWATER VALVE DEV/CE O5 REMOVE PLUG AND JOIN EX/ST/NG 8" V.C.P. SEWER LINE TABLE TABLE LINE BEARING LENGTH L1 N89'4838"E 350.00 L2 N89.4838 "E T 118.97 27 14+15 14 -*10.4z 1 YES CUR VE TABLE BENCH MARK. • # 8-17 BASIS OF BEARINGS. • CURVE DEL TA RADIUS LENGTH TANGENT Cl 1 '05'17" 2633.00 50.00 25.00 C2 3'4552" 2633.00 173.00 86.53 C3 4'53'03" 2633.00 224.45 112.29 27 14+15 14 -*10.4z 1 YES 34 10+25 /O f Z4-. (e0 YESCI �, VIL rhil a BENCH MARK. • # 8-17 BASIS OF BEARINGS. • TE BRASS CAP /N THE CONCREBASE OF . Hu ER THE BRG. N089 59 31 E Z W THE SOUTH LEG OF AN SCE TOWER 343 NORTH OF HIGHLAND, a2 M/ WEST ALONG THE CL SUMMIT AVE 29001 AMSSr�•A-ISS RNER5IPE� CA•9Z'50+ W ; OF SAN SEVA/NE RD., 2.65 M/ WEST N0. ` AS SHOWN ON TR. C9 s � l � TZQO 16427-1, M.B. 29617-11. Q � C= DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2ALE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT OF SIERRA AVE. REVISION DESCRIPTION DATE . ELEVA TION: # 1428.609 W Q) N co N Q � C= DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2ALE A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCT/ON OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WI THIN TWO YEARS OF THE DATE OF APPROVAL SHOMW HEREON AND CARR/ED FORTH /N A D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE REVISIONS TO THE PLANS TO BR/NG THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. p PR N ��°V. �- I wq Fti c� W�� s��m � No. 36637 c:_ � Exp: os -3o -os �'-�T v �- �'�P FOFCAk x Prepared Under The Supervision Of : P P PREPARED /N THE OFF/CE OF MADOLE AND A SSOC/A TES, INC. 760-A ROCHESTER AVENUE ONTARIO, CA 7-911 PHONE (9091 937-9151 �• ate CITY OF FON TA NA CALIFORNIA � SEWER IMPROVEMENT PLANS DRAWN BY CV JA/ME LANE FROM PARKSIDE WAY TO KATE WAY TRACT,LVq $71 SCALE: AS SHOWN DESIGNED BY CFB DATE., OCT 2005 CHECKED B : � SCL ..i'.!S'(� APP OVED B .� � '� CITY EN G/N R R. C. E. 51152 DA DRAWING NO. 3867 2 2 RCE 36637 EXP. 6-40-66 WENDELL L. /WATSURU � d iQ��ORp �RAk//�1!!�i$ $ n • (� as !I J:\126-2003\sewer\sew02.dwa. 10/27/2005 11:35:18 AM. DJ