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Home My WebLink About3086-211111 ME! LINE TABLE LINE BEARING LENGTH L1 ■ 144.14 L2 N8859'1 7"E 32.86 L3 N43'59' 17"E 10.49 L4 S46.12'46"E 36.90 MENEM ■ ■ ■ ■ ®■ MEN EMS ■ ■ ■ ■ ■■® ■ ■ ■ N NONE■ ■ME ■■ ■ ■ NNOME E ■ NOMINEE ■■■■■■■■E ■■ ■■■ NE N■EN■■E■ ■E ■■■ ■■ ■ ■ ■ ■■O■■ ■ ■ E■ ■■■ ■ ® ■ ■E■■■■ENOMINEE ■ ■ ■N SESSION memo ■■■ ■ NONE ■■■■■■ ■ OEM ME ■E ■#■■ ® ■■■ ■ ■ ■ ■■■■X MEN ■■■ ■■■ ■ ■ so ME mom NOMINEE ■ Olmmomom N N ■E■■■■■IN ■NEN ■ 1� ■ ■■■ ■■■ N ■ ■ ■ 0 0 MONSOON 0 MEN OEM MEME ommm� m�mmo mom MEMMOMMI No ommsmom M MEN ■MEN ■■ONE ■■E■O■■O■ EMEMO NE ■ NE ■■ E®■O ® ■N■ �I ON ■ ■ lmmommosommommomm ENN ■ ■■ E� ■■ ■■■■ MMMM mo�En ME■■E ■ ■ E= iligNI&ME ■ 1 i' 1 I ism s =Mmmmmmmmm No MIIW- ffis .. 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MEMO SENSE m ■■ ■E IO ■=11111111111111 IN■ ti ■mmiiiiiiiiIiIiiiiiE ■NEMESES No NN E ■ E ■ E ■MIMMEMEMEM■0 ME No NOME NOON■■■E ■■� mom ■M SENSEE EN■■■■■E MOMEN ME 0 IN MOME ■ ME ME NE mmm ME mmmmmmmmMMMmmM MMIIMEIIMN■IMMIS IN I OMEN I ■ ■OEM N■■ omm ■E■ E Emomm■ ■■E■ ■ IN■ ■■■E EE NE 1111111MOMEEM■■ 1111MIMMENNIMME■ommoommommommoom ■N ■N■■ME ■■ ■ E■■ lmmom ■Moms ■■ E N ■ NEN ■ N ■ ■ ®■■EE lmwg� ■ No N ENE . �, ■ E ? �■'N o 0 ■EEE No ■ ,E i E N VE■ i = ; NNE i ■ N■ E■NE ■E NEN ■ ■NoE ■E NOON ■■ O N ■■■■■ E■E ■■ O■ ■ ■ E N ■■ ■ ■ ■ ■E E O N ■ ■ i , i = MONSOON NEMESES a ■ EEEN■ 111111 1M ■ NOON 0 MENEEME ■ E _ __ IN MEN 0 NN ■ MEN 111111111IMMEEM ■ moommomm No mmommom ■MENOMONIE MEMEN MEMO IS ■ E■■ No ■ MEN 11MMEMINNIME ME 0ME ME MM E ■ ■ ■ I M� 11111111ffwi1 11 �� mm mm11110w-iI 1 � =10+90.45 AUGUSTADRIVE EXIST. STORM DRAIN DWG. No. 2839 SHT. 7 OF 11. 133 L1 20' WIDE STORM DRAIN EASEMENT 134 PROP. SEWER PER DWG. No. 3085 m SEE SHT. 4 OF 7 Z O N 00 PC) SOUTH HILL WAY c o r ,C�p G p i A�o € k�Jh • �6 2 r 126 -_j F, N ti LINE "A" RECORD DRA `I r�Fc=' 7t�.tA�c;nfiAWlRli%uMAVEBEIENPRE�'s�� r;' -=x,... 11, OF INFOFWIATION ICOM. Ri � , r v �s ;� a: � H�' OT'tiI:RS. THE ENOI*JEER ViIiLI_ a<, -+, I Pr g0c)N).,d�E FOR ANY ERRORS OR OMISSIC;r?" . �T"<.`F gVEN tNCORPORATEDINTOTHEDOCUMrN :..; t PESOU THEREM. CURVE TABLE CURVE DELTA I RADIUS I LENGTH ITANGENT C1 58-17'09" 1 22.50 1 22.89 112.55 C2 45'00'00" 1 22.50 1 17.67 1 9.32 SCALE IN FEET 40 80 120 160 fes. TOLL FREE -%l1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION EXIST. 24 DRAIN PE 2666 SHI (LINE "G2 MEDINAH STREET LAT. "B-1° PROP. SEWER PER DWG. No. 3085 SEE SHT. 4 OF 7 & LAT. 9913-2" LINE TABLE LINE BEARING LENGTH L1 N21.09'23W 25.40 L2 1181.10'10"W 19.39 OONSTRUOTION NOTF-S NOTE: 2O I� INSTALL 15" ROP - D LOAD PER PROFILE. PAD ELEVATIONS FOR TRACT 16178 --INSTALL 24 ROP - D LOAD PER PROFILE. 3� INSTALL 56" ROP - D LOAD PER PROFILE. SHALL BE AT LEAST 1' HIGHER THAN 4� CONSTRUCT TRANSITION STRUCTURE PER APY4A STD 540-1 (ON SHEET 5). OVERFLOW ELEVATION CONSTRUCT CONCRETE COLLAR PER APPNA STD 550-2 (ON SHEET 5). 6�JOIN EXISTING CATCH BASIN. O—jOIN EXISTING MANHOLE. REMOVE EXI5TING 56" RCP. 9a— REMOVE EXISTING MANHOLE. DATE ENGR. I CIM,DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BE4CH MAW* No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 90-11E ON THE EAST SIDE OF CITRUS AVE. MEDINAH STREET 6+32.29 END STORM DRAIN iv 3 -� 8 EXIST. SEWER PER DWG. No. 2979 0 5 6+18.29T ��\`�-- SEE SHT. 2 OF 7 314 —� EXIST. WATER PER N FONTANA WATER CO. 8 __-- JT VJ.IC J CONNECT I. Z EXIST. STORM DRAIN TO C.B. I IPER DWG. No. 2666 I.SHT. 14 OF 31 A-7 nn ,.I I I (LINE "B2"). EXIST. MH IN LINE "C" M OF BEAF;4S E BEARING OF N89.30'06"E ALONG E No. LINE OF SEC. 30, T.1 N.,R.5W., M. PER R.S. 58/5, WAS USED AS AN. SIERRA OF BEARINGS FOR THIS SIE RRA LAKES SPECIFIC PLAN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA PREPARED IN THE OFFICOF MADO E AND ASSOCIAT SE INC. STORM DRAIN IMPROVEMENT PLANS 110601 CHURCH STfiEET , SM 107 DRAWN BY: RANCHO CUCAMONCLk(909)M130 XM.R.A. TRACT No. 16175 SPHONE AS SHOWN DESIGNED BY- DATE: I M.J.G. E.R.F. PL H E E T APRIL. 2002 Date : -1, V-,' L CHECKEDBY APP D BY- DRAWING NO.- 2 RCE 62183 EXP. 9- �, A.T. S - d� D ?i 3086 3 . ITY ENGINEER R.C.E. 51192 DATE J:\826-1176\StormDrain\sd02.dwg, 04/25/2002 04:28:13 F LINE TABLE LINE BEARING LENGTH L1 N30'42'08"E 144.14 L2 N8859'1 7"E 32.86 L3 N43'59' 17"E 10.49 L4 S46.12'46"E 36.90 133 L1 20' WIDE STORM DRAIN EASEMENT 134 PROP. SEWER PER DWG. No. 3085 m SEE SHT. 4 OF 7 Z O N 00 PC) SOUTH HILL WAY c o r ,C�p G p i A�o € k�Jh • �6 2 r 126 -_j F, N ti LINE "A" RECORD DRA `I r�Fc=' 7t�.tA�c;nfiAWlRli%uMAVEBEIENPRE�'s�� r;' -=x,... 11, OF INFOFWIATION ICOM. Ri � , r v �s ;� a: � H�' OT'tiI:RS. THE ENOI*JEER ViIiLI_ a<, -+, I Pr g0c)N).,d�E FOR ANY ERRORS OR OMISSIC;r?" . �T"<.`F gVEN tNCORPORATEDINTOTHEDOCUMrN :..; t PESOU THEREM. CURVE TABLE CURVE DELTA I RADIUS I LENGTH ITANGENT C1 58-17'09" 1 22.50 1 22.89 112.55 C2 45'00'00" 1 22.50 1 17.67 1 9.32 SCALE IN FEET 40 80 120 160 fes. TOLL FREE -%l1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION EXIST. 24 DRAIN PE 2666 SHI (LINE "G2 MEDINAH STREET LAT. "B-1° PROP. SEWER PER DWG. No. 3085 SEE SHT. 4 OF 7 & LAT. 9913-2" LINE TABLE LINE BEARING LENGTH L1 N21.09'23W 25.40 L2 1181.10'10"W 19.39 OONSTRUOTION NOTF-S NOTE: 2O I� INSTALL 15" ROP - D LOAD PER PROFILE. PAD ELEVATIONS FOR TRACT 16178 --INSTALL 24 ROP - D LOAD PER PROFILE. 3� INSTALL 56" ROP - D LOAD PER PROFILE. SHALL BE AT LEAST 1' HIGHER THAN 4� CONSTRUCT TRANSITION STRUCTURE PER APY4A STD 540-1 (ON SHEET 5). OVERFLOW ELEVATION CONSTRUCT CONCRETE COLLAR PER APPNA STD 550-2 (ON SHEET 5). 6�JOIN EXISTING CATCH BASIN. O—jOIN EXISTING MANHOLE. REMOVE EXI5TING 56" RCP. 9a— REMOVE EXISTING MANHOLE. DATE ENGR. I CIM,DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. BE4CH MAW* No. 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND LOS CECROS AVE., IN POWER POLE NO. 90-11E ON THE EAST SIDE OF CITRUS AVE. MEDINAH STREET 6+32.29 END STORM DRAIN iv 3 -� 8 EXIST. SEWER PER DWG. No. 2979 0 5 6+18.29T ��\`�-- SEE SHT. 2 OF 7 314 —� EXIST. WATER PER N FONTANA WATER CO. 8 __-- JT VJ.IC J CONNECT I. Z EXIST. STORM DRAIN TO C.B. I IPER DWG. No. 2666 I.SHT. 14 OF 31 A-7 nn ,.I I I (LINE "B2"). EXIST. MH IN LINE "C" M OF BEAF;4S E BEARING OF N89.30'06"E ALONG E No. LINE OF SEC. 30, T.1 N.,R.5W., M. PER R.S. 58/5, WAS USED AS AN. SIERRA OF BEARINGS FOR THIS SIE RRA LAKES SPECIFIC PLAN Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA PREPARED IN THE OFFICOF MADO E AND ASSOCIAT SE INC. STORM DRAIN IMPROVEMENT PLANS 110601 CHURCH STfiEET , SM 107 DRAWN BY: RANCHO CUCAMONCLk(909)M130 XM.R.A. TRACT No. 16175 SPHONE AS SHOWN DESIGNED BY- DATE: I M.J.G. E.R.F. PL H E E T APRIL. 2002 Date : -1, V-,' L CHECKEDBY APP D BY- DRAWING NO.- 2 RCE 62183 EXP. 9- �, A.T. S - d� D ?i 3086 3 . ITY ENGINEER R.C.E. 51192 DATE J:\826-1176\StormDrain\sd02.dwg, 04/25/2002 04:28:13 F