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S-96-4.29 Y SANTA ANA / DYER ROAD SIPHON I X011 3 — OIL BAK' i INTERC ( CONTRVT A ILI-' 4 1 A JL! -� ..j �Mf , ' BAKER- GISLER EXI T! IN ' S I G•.MA► a ' 3 1 FORCE MAINS PUMP SiAkTIQ N BAKER- SLED � (CONTRACT NO. 14 -1 INTE_RC R i CONTRAST 1411A ��AKER,- GISLER r "- --=%' / - �NTEROEPTOR w. y� . m z ' (CQiITiotT, NO 14-1 A Ir — IF a I i Y � i -■ / oat 1, y IF 7 IF Al .' ax U I .- ��,V �- :� <,.c -•. _ i � �,• , L�e mil , � ., � �� ` _ • �" � / j I s" I n—.J w l• -� 'j, !- ORANGE COAST ..w. s L - COLLEGE I •: t t 14- ILI r FAIRVIEW RELIEF / \ IF INTERCEPTOR / i'"�T -tom X (CONTRACT. NO. oRA \ < 3a. a s ��: 4 L IF iL a a x ! � L �. -CATV - CABLE TELEVISION C TRAFFIC SIGNAL CONDUIT E ELECTRICAL — FM. S. - EXISTING FORCE MAIN SEWER —3"6 T EXISTING GAS LINE (SIZE AS INDICATED) — e`S - EXISTING SANITARY SEWER PIPE (SIZE AS INDICATED) - 24 "S. D.— EXISTING STORM DRAIN (SIZE AS INDICATED) - T - EXISTING TELEPHONE CABLE /DUCT - 4 014— EXISTING WATER LINE (SIZE AS INDICATED) --�_r -- EXISTING MANHOLE - EXISTING VAULT -Z -J TRAFFIC SIGNAL AND LIGHT STANDARD COMBINATION --�-- EXISTING WATER /GAS VALVE —X —X— EXISTING FENCE (TYPE AS INDICATED) – – – – – - EXISTING CURB & GUTTER B1 - EXISTING RAILROAD 2 f - EXISTING GROUND — EXISTING PAVEMENT �L UTILITY PLOTTED BASED ON POTHOLE INFORMATION N EDGE OF PAVEMENT CAST -IN -PLACE CONCRETE PIPE ENCASED PIPELINE — – – — TEMPORARY EASEMENT LINE — – — PERMANENT EASEMENT LINE LEGEND — – – — RIGHT OF WAY LINE (R /W) - - - -- CITY AND COUNTY BOUNDARY AGGREGATE BASE CENTERLINE PIPELINE, STREET A AERIAL CONTROL POINT b FIRE HYDRANT (F.H.) 0-0 LIGHT STANDARD (L.S.) t POWER PILE /TELEPHONE POLE (P.P. /T.P.) IRR. TRAFFIC CONTROL BOX (T.C.B.) ❑ WATER METER (W.M.) ■ GAS METER (G.M.) ■ TRAFFIC SIGNAL 0_0 TRAFFIC SIGNAL AND LIGHT STANDARD COMBINATION ■ TELEPHONE JUNCTION BOX (T.J.B.) ® SURVEY MONUMENT - LJ LJ �J TRAFFIC SENSOR LOOPS B1 - DENOTES DETAIL NUMBER 2 f - DENOTES DRAWING NUMBER 4 ANGLE e UTILITY PLOTTED BASED ON POTHOLE INFORMATION ABBREVIATIONS ABAN. ABANDONED UTILITY H. P. A.B. AGGREGATE BASE 1. D. A.C.P. ASBESTOS CEMENT PIPE INT. ASPH. ASPHALT INV. A.C. ASPHALT CONCRETE IRR. B.C.R. BEGINNING OF CURB RETURN LT. B.C. BEGINNING OF CURVE L B.O. BLOW OFF M H. BOT. BOTTOM MAX. BUR. CBL. BURIED CABLE MIN. BFV BUTTERFLY VALVE M.C.D. CATV CABLE TELEVISION M.T.D. C.I.P. CAST IRON PIPE N C.I.P.C. CAST -IN -PLACE CONCRETE PIPE PVMT C.B. CATCH BASIN P.C. C.T.S. CATHODIC TEST STATION P.C.C. C. M. L. C. S. P. CEMENT MORTAR LINED & COATED STEEL PIPE P.1. C. M. L.S.P. CEMENT MORTAR LINED STEEL PIPE P.R.C. i CENTERLINE P. E. C.O. CLEAN OUT P.V.C. CLR. CLEARANCE P. P. CONC. CONCRETE P.C.C.P. CONST. CONSTRUCT C.C.P. C.M.P. CORRUGATED METAL PIPE R CULV. CULVERT R CF CURB FACE R.R. DEFL. DEFLECT R.W. DIA. DIAMETER R.C.B. DU. DUCT R.C.P. D.I.P. DUCTILE IRON PIPE RPMP E EASTERLY FIT. ELEC. ELECTRICAL R/W ELEV. ELEVATION S ENC. ENCASED SPECS. E.C. END OF CURVE STA. EQ. EQUATION STL. EXIST. EXISTING T F.F. FINISHED FLOOR TEL F.L. FLOW LINE V.CP. FUT. FUTURE W.S.P. HD. HEAD HDWL. HEADWALL a • f f SCALE: 1' = 1,500' i LOCATION MAP = CITY BOUNDARY OI = SHT. NO. HIGH PRESSURE INSIDE DIAMETER INTERSECTION INVERT IRRIGATION WATER LINE LEFT LENGTH MANHOLE MAXIMUM MINIMUM MULTIPLE CONCRETE DUCT MULTIPLE TILE DUCT NORTHERLY PAVEMENT PLASTIC CONDUIT POINT OF COMPOUND CURVATURE POINT OF INTERSECTION POINT OF REVERSE CURVATURE POLYETHYLENE POLYVINYLCHLORIDE PLASTIC PIPE POWER POLE PRESTRESSED CONCRETE CYLINDER PIPE PRETENSIONED CONCRETE CYLINDER PIPE PROPERTY LINE, PLATE RADIUS RAILROAD RECLAIMED WATER REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REINFORCED PLASTIC MORTAR PIPE RIGHT RIGHT OF WAY SLOPE IN FEET PER FOOT SPECIFICATIONS STATION STEEL TANGENTLENGTH TELEPHONE VITRIFIED CLAY PIPE WELDED STEEL PIPE INDEX OF SHEETS SHEET DESCRIPTION 1 TITLE SHEET 2 LOCATION MAP, SHEET INDEX, LEGEND AND ABBREVIATIONS 3 HORIZONTAL CONTROL 4 PLAN AND PROFILE STA. 26 +59 TO STA. 36 +00 5 PLAN AND PROFILE STA. 36 +00 TO STA. 44 +00 6 PLAN AND PROFILE STA. 44 +00 TO STA. 53 +00 7 PLAN AND PROFILE STA. 53 +00 TO STA. 62 +00 8 PLAN AND PROFILE STA. 62 +00 TO STA. 71+00 9 PLAN AND PROFILE STA. 71 +00 TO STA. 80 +00 10 PLAN AND PROFILE STA. 80 +00 TO STA. 88+00 11 PLAN AND PROFILE STA. 88 +00 TO STA. 96 +76 12 PLAN AND PROFILE STA. 96 +76 TO STA. 104 +81 13 PLAN AND PROFILE STA. 104 +81 TO STA. 111 +10 14 PLAN AND PROFILE STA. 111 + 10 TO STA. 120 +00 15 PLAN AND PROFILE STA. 120 +00 TO JTA. 128 +75 16 PLAN AND PROFILE STA. 128 +75 TO STA. 137 +25 17 PLAN AND PROFILE STA. 137 +25 TO STA. '46 +00 18 PLAN AND PROFILE STA. 146 +00 TO STA. 146 +46 19 PLAN AND PROFILE STA. (0 +45) TO STA. 8 +80 20 BEDDING DETAILS, PIPE STRENGTH TABLE & TUNNEL DETAILS 21 STANDARD MANHOLE DETAILS R.C.P. 22 CONNECTION AT PAULARINO CHANNEL 23 CONNECTION AT STA. 86 +2 AND WATERLINE RELOCATION DETAILS 24 TRANSITION STRUCTURE AT STA. 40 +40 25 STORM DRAIN RELOCATIONS 26 TRANSITION STRUCTURE AT STA. 82 +40 27 STRUCTURE AT STA. 96 +95 28 STRUCTURE AT STA. 96 +95 29 JUNCTION STRUCTURE AT FAIRVIEW ROAD & COLLEGE AVENUE 30 ABANDONMENT OF PORTION OF AIR BASE TRUNK SEWER 31 GREENVILLE- BANNING CHANNEL SIPHON PROFILE AND SITE PLAN 32 GREENVILLE- BANNING CHANNEL SIPHON AND MISCELLANEOUS DETAILS 33 SIPHON AIR BLOWER AND ELECTRICAL DETAILS 34 GREENVILLE- BANNING CHANNEL SIPHON INLET STRUCTURE & RCB DETAILS 35 STRUCTURAL DETAIL NOTES 36 STRUCTURAL DETAIL NOTES 37 MESA VERDE GOLF COURSE GRADING PLAN AND DETAILS 38 TRAFFIC CONTROL PLAN 39 TRAFFIC CONTROL PLAN 40 TRAFFIC CONTROL PLAN 41 TRAFFIC CONTROL PLAN 42 TRAFFIC CONTROL PLAN 43 TRAFFIC CONTROL PLAN 44 TRAFFIC CONTROL PLAN 45 TRAFFIC CONTROL PLAN 46 TRAFFIC CONTROL PLAN 47 TRAFFIC CONTROL PLAN 48 TRAFFIC CONTROL PLAN 49 TRAFFIC CONTROL PLAN 50 TRAFFIC CONTROL PLAN 51 (DELETED) I o � AssulLr U 012/31/ . ^y CNIL ��1q'. if OF CA0 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY, CALIFORNIA DISTRICTS NOS. 6,7 & 14 imi a■wvsbow t P. Ne ooiX NIwpMt e& C&f/lfnwl■ 714 / 476,WM NUBS -" BAKER - GISLER INTERCEPTOR LOCATION MAP,SHEET INDEX, LEGEND AND ABBREVIATIONS 14 -1 -IA I j94 as /L% Cs G' //o G DESIGNED PY DRAWN SY SHEET N0. . DESCRIPTION APPROVED GATE M.S. A .V. 2 REVISIONS CHECKED SY DATE 8/91 ENGINEER RCE.' . DATE OF 51 SHEETS