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Home My WebLink AboutS_5282_SG0001 DOVER DRIVE TRUNK SEWER RELIEF COVER SHEET OR A N G E C O U N T Y SA N B E R N A R D I N O C O U N T Y RI V E R S I D E C O LOS ANGELES COUNTY LA HABRA BREA LOS A N G E L E S C O U N T Y FULLERTON PLACENTIA YORBALINDA PARKVILLA GROVEGARDEN PARKBUENALAPALMA LOS ALAMITOS ANAHEIMCYPRESS WESTMINSTER STANTON SEALBEACH ANASANTA FOUNTAINVALLEY HUNTINGTONBEACH MESACOSTAPACIFIC OCEAN NEWPORTBEACH IRVINE TUSTIN ORANGE LOCATION MAPVICINITY MAP ORANGE COUNTY SANITATION DISTRICT CONTRACT NO. 5-63 TRUNK SEWER RELIEF DOVER DRIVE NOVEMBER 6, 2012 PR O J E C T # 5 - 6 3 R E C O R D D R A W I N G A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING PROJECT VICINITY PROJECT LOCATION UTILITY INDEX E a. I'-I() .. - <O -0 N N° N .0 ., Ii. w I-<( 0 Ol I() <O -c> .... ~ a:: w en ::::> c> 3' "t:J -0 0 0 c., I I") <O I ,. ~ :;::; C 3-(1) ..., ::, (D ~ :5-(1) ..., C: ., E ::, u 0 0 ..., -~ e 0.. .... ., 3' ., en -" C: ~ ~ ·c 0 .... ~ 0 0 I() <O <O I() 0 0 0 0 / en w u 0:: ::::> 0 en w 0:: 0:: ~ t ~ WI-ITTIER BLW NTS ~ ~ < Mc F DEN ST DESIGNED BY· ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11/06/12 CHECKED BY: YAVAS, CENK 11/06/12 I ,. LINE IS 2 INCHES ., I RECORD DRAWING 7 15 AT FULL SIZE --+--=-'-C........C.-"--'---'--'-------------+-'---+----l MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) UTILllY AT&T CALTRANS CllY OF COSTA MESA CllY OF NEWPORT BEACH CLEAR CHANNEL COSTA MESA SANITARY DISTRICT MESA CONSOLIDATED WATER DISTRICT ORANGE COUNlY FLOOD CONTROL DISTRICT ORANGE COUNlY TRANSPORTATION AUTHORllY TIME WARNER CABLE SOUTHERN CALIFORNIA GAS COMPANY (DISTRIBUTION AND TRANSMISSION) SOUTHERN CALIFORNIA EDISON COMPANY (DISTRIBUTION AND TRANSMISSION) ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fox: 714.750.2501 CONTACT NUMBER STEVE HAN (714) 237-6199 MORY MOHTASHAMI (949) 724-2525 MOCHINE CHIRAR (714) 754-5140 MICHAEL SINACORI (949) 644-3342 DANA OUELLETTE (310) 755-7225 ROB HAMERS (949) 631-1731 MARK PELKA (949) 631-1291 ANDY NGO (714) 667-8839 RICK OAKES (714) 265-4359 BILL JANKOWSKI (714) 903-8336 DAVE BALDWIN (714) 634-3267 OWEN YANO (714) 895-0246 CLIFF PACIFIC COAST 0 ;u NTS .RM OOUN~'i · •. -'ITAllONI ·•.f . A , Rov,1:0 FOR s1oe,wG -0-~..-: /4 k, lt THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 1 OF 38 DRAWING TITLEDWG NOSHT NO INDEX OF SEWER DRAWINGS A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING G0002 DOVER DRIVE TRUNK SEWER RELIEF INDEX OF DRAWINGS,BENCHMARK, BASIS OF BEARINGSAND CONSTRUCTION NOTES CONSTRUCTION NOTES BASIS OF BEARINGS AND BENCHMARK BASIS OF BEARINGS: BENCHMARK: CONSTRUCTION NOTES (CONT.) GENERAL NOTES - E a. N I!) -.. ~ <O 0 N N N ..c ., Ii.. ~ < Cl 0, I!) <O "'c, .._ 0 > ~ w en - :::, "' 31: "O N 0 0 0 c., I ..., <O I ,. ., > :;::; 0 z ./ (I) ..., ::, (D I -(I) < ./ (I) ..., C: ., E ::, u 0 Cl ..., u .!!1, 0 .._ 0.. w ./ ..... . !!! ., a:: .._ ., 31: ., -en -" C ::, .._ I- ~ ·c Cl .._ ~ 0 Cl I!) <O <O I!) 0 0 0 0 ;;-en w u a:: :::, 0 en w a:: a:: ~ < ~ ./ ~ ~ Cl I I I 1 G0001 COVER SHEET 2 G0002 INDEX OF DRAWINGS, BENCHMARK, BASIS OF BEARINGS, AND CONSTRUCTION NOTES 3 G0003 ABBREVIATIONS, SYMBOLS AND SEWER BYPASS GENERAL NOTES 4 C1001 24-INCH VCP SEWER PLAN AND PROFILE STA. 10+00.19 TO STA. 18+00.00 5 C1002 24-INCH VCP SEWER PLAN AND PROFILE STA. 18+00.00 TO STA. 26+20.00 6 C1003 24-INCH VCP SEWER PLAN AND PROFILE STA. 26+20.00 TO STA. 32+50.00 7 C1004 24-INCH VCP SEWER PLAN AND PROFILE STA. 32+50.00 TO STA. 40+00.00 8 C1005 24-INCH VCP SEWER PLAN AND PROFILE STA. 40+00.00 TO STA. 48+00.00 9 C1006 24-INCH VCP SEWER PLAN AND PROFILE STA. 48+00.00 TO STA. 55+00.00 10 C1007 24-INCH VCP SEWER PLAN AND PROFILE STA. 55+00.00 TO STA. 63+00.00 11 C1008 24-INCH VCP SEWER PLAN AND PROFILE STA. 63+00.00 TO STA. 70+00.00 12 C1009 24-INCH VCP SEWER PLAN AND PROFILE STA. 70+00.00 TO STA. 78+50.00 13 C1010 24-INCH VCP SEWER PLAN AND PROFILE STA. 78+50.00 TO STA. 82+20.37 14 C2001 SEWER LATERAL PROFILES 1 15 C2002 SEWER LATERAL PROFILES 2 16 C2003 SEWER LATERAL PROFILES 3 17 C5001 MANHOLE DETAILS 1 18 C5002 MANHOLE DETAILS 2 19 C5003 MANHOLE DETAILS 3 20 C5004 MANHOLE DETAILS 4 21 C5005 MANHOLE DETAILS 5 22 C5006 MANHOLE DETAILS 6 23 C5007 MANHOLE DETAILS 7 24 C5008 MANHOLE DETAILS 8 24a C5008a MANHOLE DETAILS Ba 25 C5009 OCSD STANDARD DRAWINGS 1 26 C5010 OCSD STANDARD DRAWINGS 2 27 C7001 SEWER BYPASSING 1 28 C7002 SEWER BYPASSING 2 29 C7003 SEWER BYPASSING 3 30 C7004 SEWER BYPASSING 4 31 C7005 SEWER BYPASSING 5 32 C7006 SEWER BYPASSING 6 33 C7007 SEWER BYPASSING 7 34 C7008 SEWER BYPASSING 8 35 C7009 SEWER BYPASSING 9 36 C7010 SEWER BYPASSING 10 37 C7011 SEWER BYPASS DETAILS 1 38 C7012 SEWER BYPASS DETAILS 2 --T1 THRU T-23 TRAFFIC CONTROL PLANS OCS GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTH OF 188" 53' 50" WAS HELD BETWEEN OCS GPS POINTS 6236 AND 6253 AS THE BASIS OF BEARINGS. THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPLYING THE MEAN COMBINATION FACTOR OF POINTS 6236 AND 6253 (0.999969115) TO ALL THE VALUES, HOLDING OCS POINT 6236 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS . OCS BENCH MARK 3K-24A-82 WAS HELD, SET ON THE TOP OF A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAY CROSSING, 42 FEET SOUTHERLY OF THE CENTERLINE OF PACIFIC COAST HIGHWAY AND 37 FEET EASTERLY OF THE WEST END OF THE SOUTHERN GUARD RAIL ALONG BRIDGE. ELEVATION 19.259 NAVO 1988. DESIGNED BY· ROBERTSON, BRIAN 11/06/12 /~ESS! DRAWN BY: VARGAS, MARK 11/06/12 ,. /~!i.tl ~ CHECKED BY: YAVAS, CENK 11/06/12 I( ~-1 "'~ 1--.:.:..:.:.:.:..:.:=--=..:..:..=====::::::::=::::::::===---I I• ~ I o------,>--------------------+---+------< , " No. C54756 ;ii, I ,. LINE IS 2 INCHES ., I \* E,p. 12;31;13 ,1*1 MARK AT FULL SIZE •• ~,., CIV\\. /4 ~/ (IF NOT 2" -SCALE ACCORDINGLY) -~o/CA\.1';);" RECORD DRAWING 7 /15 DESCRIPTION DATE APPR. I I I I I G) ® CONSTRUCT 24" ¢ VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. CONSTRUCT 8" ¢ VCP SEWER PER OCSD STD. DWG. S-010. 0 MODIFY EXISTING MANHOLE PER DETAIL NOTED. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. 0 ® CONSTRUCT 60" ¢ SEWER MANHOLE PER OCSD STD. DWG. No. S-050. CONSTRUCT 72" ¢ SEWER MANHOLE PER OCSD STD. DWG. No. S-050. © ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. (j) ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1/2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. @ CONNECT EXISTING SEWER TO NEW MANHOLE. ® REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. @) REMOVE AND DISPOSE OF EXISTING OCSD SEWER MANHOLE. @ REMOVE AND REPLACE EXISTING STREET LIGHT AND APPURTENANCES IN KIND PER CNB STD. DRAWINGS. @ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE CURB AND GUTTER PER CNB CURB SECTION STD. DRAWINGS. @) REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE SIDEWALK PER CNB STD. DWG. No. 180-L . @ CONSTRUCT UTILITY SUPPORT ACROSS TRENCH PER APWA STD. PLAN 224. @) REMOVE INTERFERING PORTIONS OF EXISTING ABANDONED WATERLINE AS REQUIRED FOR CONSTRUCTION. @ REMOVE AND DISPOSE OF EXISTING ASBESTOS CEMENT PIPE BETWEEN THE JOINTS NEAREST THE TRENCH LIMITS PER SPECIFICATIONS. RECONSTRUCT WITH PVC. @ REMOVE AND RECONSTRUCT LANDSCAPING IN KIND. @) REMOVE AND REPLACE TRAFFIC SIGNAL AND APPURTENANCES IN KIND PER CNB STD. DRAWINGS. @) REHABILITATE 90' OF EXISTING 18" ¢ SEWER WITH CIPP. @ CONSTRUCT 60" ¢ SEWER DROP MANHOLE PER OCSD STD. DWG. No. S-051. @ CONSTRUCT 48" ¢ CNB SEWER MANHOLE PER CNB STD. DWG. No. 401-L. @ CONNECT TO EXISTING SEWER WITH FIELD CLOSURE PER OCSD STD. DWG. No. S-040. @ CONNECT NEW SEWER TO EXISTING MANHOLE. @ REMOVE AND REPLACE CROSS GUTTER IN KIND PER CNB STD. DWG. No. 185-L. MATCH EXISTING CROSS GUTTER WIDTH. @ CONSTRUCT CLEAN OUT IN SIDEWALK PER APPLICABLE SECTION OF CNB STD. DWG. No. 406-L. REPLACE FULL CONCRETE PANEL OF SIDEWALK. @.) CONSTRUCT 24" ¢ BELL-LESS VCP SEWER WITHIN STEEL CASING. @ CONSTRUCT 24" ¢ BELL-LESS VCP SEWER PER OCSD STD. DWG. No. S-010. @) JACK AND BORE 39" ¢ STEEL CASING PER OCSD STD. DWG. No. S-031. @) REPLACE TRAFFIC LOOP DETECTORS . @ REMOVE TREE. @ REHABILITATE EXISTING SEWER MANHOLE WITH POLYURETHANE PER SPECIFICATIONS . @) CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. @) CONSTRUCT 84" ¢ SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ® CONSTRUCT TRENCH PLUGS PER APWA STD. PLAN 221-2 (PIPE ANCHORS AND BACKFILL STABILIZERS), L=100'. @ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF WALL IN KIND PER APWA STD. PLAN 601-3. @) RELOCATE EXISTING 6" WATER WITH 6" PVC C900 CLASS 200 WITH TRACING WIRE PER CNB STD. DWGS. CONNECT TO EXISTING 6" WATER AT NEAREST JOINT WITH LONG BODY TRANSITION COUPLING (PVC x ACP). ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I I I I I I @) CONSTRUCT 48" ¢ CNB SEWER DROP MANHOLE PER CNB STD. DWG. No. 403-L. @) REMOVE AND DISPOSE OF INTERFERING PORTIONS OF ABANDONED ASBESTOS CEMENT PIPE. 1. ALL TRENCHES THAT ARE NOT FULLY BACKFILLED AND BASE PAVED AT THE END OF THE DAY SHALL BE PLATED AT THE END OF EACH WORK PERIOD PER SPECIFICATION SECTION 2200 3.4.G. 2. STEEL PLATES SHALL BE INSTALLED FLUSH WITH EXISTING PAVEMENT AND SEALED WITH ASPHALT CONCRETE MIX. 3. ALL STUB-OUTS NOT USED SHALL BE CAPPED. I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO, 2 OF 38 I - - - ABBREVIATIONS SYMBOLS SECTION AND DETAIL DESIGNATIONS DETAIL 2 SECTION A A A A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING G0003 DOVER DRIVE TRUNK SEWER RELIEF ABBREVIATIONS, SYMBOLS ANDSEWER BYPASS GENERAL NOTES SEWER BYPASS GENERAL NOTES E a. ..... I!) .. ~ <O 0 N N N ..c ., Ii.. ~ < Cl 0, I!) <O "'c, .._ C > ~ w en :::, "' 31: "O t<i 0 0 0 c., I ..., <O I ,. ~ :;::; C 3-(1) ..., ::, (D - - - ~ - :5-(1) ..., C: ., E ::, u C Cl ..., -~ e 0.. w / ..... . !!! ., a:: .._ ., 31: ., en -" C ::, .._ I- ~ ·c Cl .._ ~ 0 Cl I!) <O <O I!) 0 0 0 0 ;;-en w u a:: :::, 0 en w a:: a:: ~ < ~ / ~ ~ Cl - @ AB ABAND AC ALT APPROX A/V BF BFV BLDG BOC or BC BOP BV BYP CB CF CFM CFS Cl CJ ~ CLF CLR CNB CML CMP CMU co CONC CONN CONST CONT CV D DEMO DET DI DIA or ,p DIM DIP DWG E EA EC ECC ELEC ELEV EOC EP EXIST EXP JT I I AT FF FINISHED FLOOR PCC ANCHOR BOLT FG FINISH GRADE ABANDONED FLEX FLEXIBLE POC ASPHALT CONCRETE FLG FLANGE pp ALTERNATE FM FORCE MAIN PRV APPROXIMATE FO FIBER OPTIC PSF AIR VACUUM RELEASE FT FOOT or FEET PSI FTG FOOTING PV BLIND FLANGE FUT FUTURE PVC BUTTERFLY VALVE BUILDING G GAS RCB BEGINNING OF CURVE GA GAUGE RCP BOTTOM OF PIPE GALV GALVANIZED REF BALL VALVE GB GRADE BREAK REINF BYPASS GPD GALLONS PER DAY GPM GALLONS PER MINUTE REQ'D CATCH BASIN GSP GALVANIZED STEEL PIPE REV CUBIC FEET GV GATE VALVE RPM CUBIC FEET PER MINUTE RW CUBIC FEET PER SECOND HORIZ HORIZONTAL CAST IRON HP HIGH POINT or HORSEPOWER s CONSTRUCTION JOINT SCE CENTERLINE ID INSIDE DIAMETER CHAIN LINK FENCE IE INVERT ELEVATION SCG CLEAR IN or " INCH SCH CITY OF NEWPORT BEACH INV INVERT SD CEMENT MORTAR LINED IRRIG IRRIGATION SEC CORRUGATED METAL PIPE SECT CONCRETE MASONRY UNIT JT JOINT SHT CLEANOUT LP LOW POINT SPECS CONCRETE LBS POUNDS SQ CONNECTION ss CONSTRUCT MATL MATERIAL CONTINUOUS, CONTINUATION MAX MAXIMUM STA CHECK VALVE MCC MOTOR CONTROL CENTER STD MECH MECHANICAL STL DRAIN MGD MILLION GALLONS PER DAY STRUCT DEMOLITION MH MANHOLE DETAIL MIN MINIMUM T&B DUCTILE IRON MJ MECHANICAL JOINT TC DIAMETER TEMP DIMENSION N NORTH or NORTHING TOC DUCTILE IRON PIPE NG NATURAL GAS TOP DRAWING NO. or # NUMBER TOW NTS NOT TO SCALE EAST or EASTING TYP EACH oc ON CENTER END OF CURVE OCSD ORANGE COUNTY VCP ECCENTRIC SANITATION DISTRICT VERT ELECTRIC, ELECTRICAL OCWD ORANGE COUNTY VLT ELEVATION WATER DISTRICT VLV END OF CURVE OD OUTSIDE DIAMETER EDGE OF PAVEMENT OPNG OPENING w EXISTING W/ EXPANSION JOINT It PROPERTY LINE or PLATE W/0 WL WWF 1. SECTION CUTS ARE I DEN Tl Fl ED AS FOLLOWS: / SECTION LETTER DIRECTION OF ~ SECTION CUT ~ 2. SECTIONS ARE TITLED AS FOLLOWS: \C1DO:v'----DRAWING WHERE SECTION IS SHOWN SECTION LETTER -SC_A_L_E:-1"-=-10-,---i-cr...,C:-c-1-:-c00'""'"1--i,___ DRAWING WHERE SECTION ~WAS TAKEN 3. DETAILS ARE IDENTIFIED AS FOLLOWS: A. _ ~ DETAIL NUMBER ,f\ TITLE OF DETAIL •~L DRAWING WHERE DETAIL IS SHOWN B. BY CIRCLING AREA TO BE DETAILED AND LEADERING OUT TO AN ENLARGED DETAIL OF THE CIRCLED AREA . 4. DETAILS ARE TITLED AS FOLLOWS: SCALE: 1 "=1 O' J _ / DETAIL NUMBER / "'i 1 C1001 DRAWING WHERE DETAIL WAS TAKEN 5. NOTES LISTIED ELSEWHERE ON THE DRAWINGS ARE REFERENCED BY: ~ I PORTLAND CEMENT CONCRETE POINT OF CONNECTION POWER POLE PRESSURE REDUCING VALVE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PLUG VALVE POLYVINYL CHLORIDE REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REFERENCE REINFORCING or REINFORCEMENT REQUIRED REVISION REVOLUTIONS PER MINUTE RECLAIMED WATER SOUTH or SEWER SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS SCHEDULE STORM DRAIN SECOND SECTION SHEET SPECIFICATIONS SQUARE STAINLESS STEEL or SANITARY SEWER STATION STANDARD STEEL STRUCTURAL TOP AND BOTTOM TOP OF CURB TEMPORARY TOP OF CONCRETE TOP OR PIPE TOP OF WEIR or TOP OF WALL TYPICAL VITRIFIED CLAY PIPE VERTICAL VAULT VALVE WEST or WATER WITH WITHOUT WATER LEVEL WELDED WIRE FABRIC DESIGNED BY· ROBERTSON, BRIAN 11/06/12 /~ESS! DRAWN BY: VARGAS, MARK 11/06/12 , /~!i.tl ~ ~ CHECKED BY: YAVAS, CENK 11/06/12 •( ~-1 "' -1--.::::..:.:.::::..:..:.:......:..:..:..==:::::::::::====::===::===----i II ~I --4---------------------+---+------, , ~ No. C54756 ;ii, I ,. LINE IS 2 INCHES ., I \* E,p. 12;31/1311* 1 MARK AT FULL SIZE •• ~1' CIV\\. A ~/ (IF NOT 2" -SCALE ACCORDINGLY) CFCA\.I<_;;;;; RECORD DRAWING 7 /15 DESCRIPTION DATE APPR. I I I sz -x--x- 1 I I I I I -110- -110- 65.0 X 3: 1 []] IT] I EXISTING EQUIPMENT OR MATIERIALS TO BE REMOVED NEW FACILITIES (SOLID) PROPERTY LINE, PHANTOM LINE CENTERLINE EXISTING WATER SURFACE NATURAL GROUND OR GRADE GRANULAR MATERIAL SUCH AS CRUSHED ROCK OR GRAVEL PAVEMENT IN PLAN (TYPE AS NOTED AC PAVEMENT IN SECTION FENCE RAILROAD EXISTING GRADE CONTOURS (OR SCREENED) FINISH GRADE CONTOURS EXISTING SPOT ELEVATION (OR SCREENED) PALM TREE SWALE OR DEPRESSION EDGE OF WA TIER; FLOWLINE WITH DIRECTIONAL ARROW SLOPE (3 HORIZ. TO 1 VERT.) DUTY PUMP EMERGENCY STANDBY PUMP ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I I I - 6 "W---0-- --8"S -- -8"RW - -G (HP)- --E-- --TS-- -CATV - -66"SD - --T-- _L I I + I -0- f- B9 " c5 I + I I I WATER LINE, SIZE AND VALVE SEWER LINE AND SIZE RECLAIMED WATER LINE AND SIZE NATURAL GAS LINE, SIZE IF KNOWN, (HP) DENOTES HIGH PRESSURE ELECTRIC CONDUIT TRAFFIC SIGNAL CONDUIT CABLE TELEVISION CONDUIT STORM DRAIN AND SIZE TELEPHONE CONDUIT SIGNS (SINGLE AND DOUBLE POST) POWER POLE GUY POLE SOIL BORING AND DESIGNATION FIRE HYDRANT BURIED VALVE CURB OR CURB AND GUTTER MANHOLE CATCH BASIN CATCH BASIN OR INLET STREET LIGHT SURVEY CONTROL POINT TREES, SHRUBS OR HEDGE CUT OR FILL SLOPE; ARROWS POINT DOWN SLOPE I I I 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIAL AND SUPPLIES AND PERFORM ALL OPERATIONS REQUIRED TO TEMPORARILY BYPASS SEWAGE FLOW DURING NEW SEWER INSTALLATION. THE CONTRACTOR SHALL UTILIZE THE EXISTING SEWER FOR BYPASSING ALONG WITH BYPASS PUMPS FOR AREAS OF SEWER REMOVE AND REPLACE AS IDENTIFIED IN THE BYPASS PLANS. THE CONTRACTOR SHALL PROVIDE ALL FLEX PIPING, INFLATABLE PLUGS, PUMPS, PUMP PIPING AND OTHER EQUIPMENT NECESSARY TO ACCOMPLISH THE TEMPORARY BYPASSING. 2. THE CONTRACTOR SHALL SUBMIT TO OCSD A DETAILED PLAN AND DESCRIPTION OUTLINING ALL PROVISIONS AND PRECAUTIONS THAT THE CONTRACTOR SHALL TAKE REGARDING THE HANDLING OF WASTEWATER FLOWS DURING SEWER REPLACEMENT. THE PLAN SHALL BE SUBMITTED TO OCSD IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DOCUMENTS. 3. THE CONTRACTOR SHALL PROVIDE FULL REDUNDANCY FOR THE BYPASS SYSTEM IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. PUMPS SHALL BE NON-CLOG, SELF-PRIMING, AND ENGINE-DRIVEN. 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ANY AND ALL EXISTING UTILITIES IN THE AREA WHERE THE CONTRACTOR SELECTS TO LOCATE THE BYPASS PIPELINES. THE CONTRACTOR SHALL LOCATE BYPASS PIPELINES TO MINIMIZE ANY DISTURBANCE TO EXISTING UTILITIES AND SHALL OBTAIN ACCEPTANCE OF THE PIPELINE LOCATIONS FROM OCSD AND CITY OF NEWPORT BEACH REPRESENTATIVE. ALL COST ASSOCIATED WITH RELOCATING UTILITIES AND OBTAINING ACCEPTANCE SHALL BE INCLUDED IN THE CONTRACTORS BID PRICING, AND AT NO ADDITIONAL COST TO THE PROJECT. 6. CONTRACTOR SHALL INSTALL TEMPORARY SPILL CONTAINMENT BENEATH ALL ENGINE DRIVEN MOTORS AND PUMPS. SPILL CONTAINMENT SHALL BE SIZED LARGE ENOUGH TO CONTAIN ANY DRIPS AT THE SUCTION AND DISCHARGE CONNECTIONS AND HAVE ENOUGH VOLUME TO CONTAIN ANY FUEL SPILL. BERMS SHALL HAVE A MINIMUM 6 INCH HEIGHT IRRESPECTIVE OF TOTAL VOLUME. TEMPORARY CONTAINMENT BERM SHALL BE PORTABLE AND FREE STANDING SIMILAR TO NEW PIG, INTERSTATE PRODUCTS INC., RAIN-FOR-RENT, OR EQUAL. 7. CONTRACTOR SHALL PLACE TEMPORARY SPILL CONTAINMENT UNDER TEMPORARY BYPASS PIPELINE WHEN DISMANTLING A JOINT FOR EITHER CLEANING, CLEARING, OR DEMOBILIZING THE PIPELINE. 8. CONTRACTOR SHALL INCLUDE COMBINATION SEWER AIR VACUUM RELEASE VALVES ON THE TEMPORARY BYPASS PIPELINE AT MAXIMUM 500 FOOT INTERVALS. CONTRACTOR SHALL CONNECT COMBINATION VALVES TO MAIN BYPASS PIPELINE USING 4 INCH BALL VALVES. 9. CONTRACTOR SHALL INSTALL ON MAIN BYPASS PIPELINE A MEANS OF ISOLATING, DRAINING, AND REPLACING EACH REQUIRED TEMPORARY TRAFFIC ROAD RAMP WITHOUT INTERRUPTION OF BYPASS OPERATION IN THE EVENT OF HYDRAULIC BLOCKAGE WITHIN THE RAMP. 10. CONTRACTOR SHALL POSITION TEMPORARY BYPASS PIPE TO MINIMIZE IMPACTS TO THE PUBLIC, RESIDENTS AND BUSINESSES. FINAL POSITIONING OF PIPELINE IN THE FIELD BY THE CONTRACTOR SHALL BE INCLUDED IN BID PRICING. 11. AN INFLATABLE SEWER LINE PLUG SHALL BE DESIGNED SO ALL OR ANY PORTION OF THE UPSTREAM FLOW IS DIVERTED WITHOUT FLOWING INTO OR LEAKING. ANY DAMAGE CAUSED BY THE LEAKING OR FAILURE OF A PLUG IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE PROJECT OR OCSD. PLUGS SHALL BE SECURED WITH CABLE OR ROPE AND HAVE AIR FITTING AND PRESSURE GAUGE ACCESSIBLE FROM SURFACE ABOVE MANHOLE RIM. PLUGS SHALL HAVE AUDIBLE LOW PRESSURE ALARM FOR LOSS OF PRESSURE. 12. THE CONTRACTOR SHALL PERFORM LEAKAGE AND PRESSURE TESTS ON THE TEMPORARY BYPASS PUMPING DISCHARGE PIPING USING CLEAN WATER PRIOR TO THE ACTUAL OPERATION. THE CONTRACTOR SHALL OBTAIN CITY OF NEWPORT BEACH TEMPORARY WATER METER AND COST FOR TESTING WATER SHALL BE INCLUDED IN CONTRACTORS BID. CONTRACTOR SHALL NOTIFY OCSD IN WRITING AT LEAST 72 HOURS PRIOR TO TESTING. CONTRACTOR SHALL NOT DIVERT ANY SEWER FLOW WITHOUT WRITTEN PERMISSION FROM OCSD . 13. CONTRACTOR SHALL USE TEMPORARY SOLID WALL HIGH DENSITY POLYETHYLENE (HOPE) MAINLINE BYPASS PIPE WITH MINIMUM NOMINAL 12-INCH DIAMETER AND NOT LARGER THAN 18-INCH NOMINAL DIAMETER. LATERAL BYPASS PIPES SHALL BE MINIMUM 4-INCH NOMINAL DR17 HOPE PIPE OUTSIDE ROADWAYS AND 4-INCH SCHEDULE 40 STEEL PIPE WITHIN ROADWAY CROSSINGS. 14. ALL TEMPORARY PIPING AND APPURTENANCES FOR BYPASSING SHALL BE REMOVED ONCE NOT NEEDED . 15. ALL MANHOLE STUB OUTS NOT USED SHALL BE CAPPED. I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 3 OF 38 I 1-- 1-- 1-- 1-- A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1001 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 10+00.19 TO STA. 18+00.00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0 10 10 20 10 20 0 10 HYDRAULIC DATA CONSTRUCTION NOTES NOTE: <O ~ <'i N ..c ., LJ.. . 5 0 [i I I") <O I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e o_ L. ., 3: ., Cl) .:,{_ C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <O <O I[) 0 0 0 0 ;::, Cl) w () 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: 0 PROFILE SCALE: HORIZONTAL 1" = 40' VERTICAL 1 " = 4' ~ 24" STL W-t\ (ABAND) 11 \! II II 80'------'-,120 e I ' SCALE: 1" = 40' PACIFIC COAST HWY RECORD DRAWING 7/15 MARK DESCRIPTION DATE APPR. 12 NOTE • • DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ml I I I ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 ~ 15+00 _(_- Pl'rl:JTI -.-=·.~- e --- ye 0 0 0 CONSTRUCT 24" Ill VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. 0 CONSTRUCT 8" Ill VCP SEWER PER OCSD STD. DWG. S-010. CONSTRUCT 60" Ill SEWER MANHOLE PER OCSD STD. DWG. No. S-050. CONSTRUCT 72" Ill SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONiRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. REMOVE AND REPLACE EXISTING STREET LIGHT AND APPURTENANCES IN KIND PER CNB STD. DRAWINGS. REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE CURB AND GUTTER PER CNB CURB SECTION STD. DRAWINGS. REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE SIDEWALK PER CNB STD. DWG. No. 180-L CONSTRUCT UTILITY SUPPORT ACROSS TRENCH PER APWA STD. PLAN 224. @ REMOVE AND DISPOSE OF EXISTING C-900 PVC PIPE BETWEEN THE JOINTS NEAREST THE TRENCH LIMITS PER SPECIFICATIONS. RECONSTRUCT WITH PVC. CONSTRUCT 48" Ill CNB SEWER MANHOLE PER CNB STD. DWG. No. 401-L, SEE C-5001 FOR DETAIL CONSTRUCT CLEAN OUT IN SIDEWALK PER APPLICABLE SECTION OF CNB STD. DWG No. 406-L. REPLACE FULL CONCRETE PANEL OF SIDEWALK. REPLACE TRAFFIC LOOP DETECTORS. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. @ CONSTRUCT TRENCH PLUGS PER APWA STD. PLAN 221-2 (PIPE ANCHORS AND BACKFILL STABILIZERS), L=100'. @ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF WALL IN KIND PER APWA STD. PLAN 601-3. @ CONSTRUCT 48" Ill CNB SEWER DROP MANHOLE PER CNB STD. DWG. No. 403-L. DIA. FROM STA. TO STA. (inch) 10+03.19 TO 11+07.50 Qpeak = 6.49 MGD Qaverage • 2.53 MGD 24" 11+12.50 TO 11+66.75 Qpeak = 6.49 MGD Qaverage • 2.53 MGD 24" 11+71.75 TO 14+16.60 Qpeak = 6.49 MGD 24" Qaverage • 2.53 MGD 14+21.60 TO 15+99.31 Qpeak = 6.49 MGD 24" Qaverage • 2.53 MGD 16+04.31 TO 18+64.24 Qpeak = 6.49 MGD 24" Qaverage = 2.53 MGD PROTECT IN PLACE; COORDINATE WITH SCG PROTECT IN PLACE; COORDINATE WITH SCE DEPTH (ft) 1.47 0.81 1.47 0.81 1.47 0.81 1.00 0.60 0.86 0.52 VB.OCnY CAPACnY (ft/sec) d/D SLOPE o ~0~.15 4.07 0.73 3.27 0.41 0.0025 6.67 4.07 0.73 3.27 0.41 0.0025 6.67 4.07 0.73 3.27 0.41 0.0025 6.67 6.35 0.50 0.0078 11.93 4.94 0.30 7.74 0.43 0.0132 15.32 5.96 0.26 PROTECT IN PLACE; COORDINATE WITH AT&T PROTECT IN PLACE; COORDINATE WITH CNB THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 4 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1002 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 18+00.00 TO STA. 26+20.00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 10 20 30 40 20 30 10 20 30 40 20 30 HYDRAULIC DATA CONSTRUCTION NOTES E 0 lO N 0 ~ co 0 N N N ..c ., u... 8 <( Cl 0) lO co O> L g ci:: LJ.I (f) ::, o> 3: "tJ cN 0 0 [i I I") co I lO / ~ :;:; 0 ? (I) .., :, Ill I (I) 5 (I) .., C ., E :, 0 0 Cl .., 0 .!!!, e o_ L ., 3: ., (f) .:,{_ C :, t= ~ ·;:: Cl L ~ 0 Cl lO co co lO 0 0 0 0 ;::, (f) LJ.I () 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 4' ~ 1--1--<>----<>----<---+---+-.l·QQ· ,_Jt 9~ _ u -•-, 0289-00 -'0 >--+---+--+--+--+--+--+--+~ . . -2.o:; !!tO P o · ;go =croo · - G) CONSTRUCT 24• GI VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. ® t--+-+---+--+-+--+-+--+--+ ___ © CONSTRUCT a• GI VCP SEWER PER OCSD STD. DWG. S-010. CONSTRUCT ao· GI SEWER MANHOLE PER OCSD STD. DWG. No. S-050. lilbm.6. @ CONSTRUCT 72• GI SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. @ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE CURB AND GUTTER PER CNB CURB SECTION STD. DRAWINGS. t:t=t=::t==t=w~@ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE SIDEWALK PER CNB STD. DWG. No. 180-L. l-+--+--t---,t---,--+--+--+--+-l---+--+--+---+--+---+ll-li--+--+--l--+--+--+--+-+-+-IH-+--+--l-+--l-l,f!--l--+--+--+--+--+-l---+---+--+--+--+--+--+--+--+--1--+--+-+-+-+-+--+--➔l-l-+--l--ll---,----f----f--+--+--+--+--+-l---+--+--+--+--+--Hl-+--+--+--l--+-+-+-+--+--+--+--+---+I 11-+-,l-+--+--+--t---,t---,--+-■@ CONSTRUCT UTILllY SUPPORT ACROSS TRENCH PER APWA STD. PLAN 224. ~+-71--+-+-t--1--t1--t--1--1 @ REMOVE INTERFERING PORTIONS OF EXISTING ABANDONED E=E3E3=ii~i~ft~i:~~~S~i~;;}~f =E=E3=3=l=l=E=E=E3=3=l=l=E=E3E3~1sii !~E~Ei --l-+-+-+-+-+--+-+-+-+-+-t--1--t--l-+-+-+-+-+--+-+-+-+-+-1--t1--t-+-+-+-+-+--+-+-+-+-+-+-1--t--l-+-+-+-+-+--+-+-+-+-+-t--f-\l--f-+-+-+-+--+-+-+-I WATERLINE AS REQUIRED FOR CONSTRUCTION. o----+--+--+--+--+--+--+--+--+---+-«-+P---+--+---+--+--+---+--+--+--+---+-+-+----+-+-+----+-+---+--+--+---+--+--+--+--+--+--+--+--+--+--+--+---+--+--+--+--+--+--+--+--+--+---+--11--+---+--11--+---+--11--+--+--+--+--+--+--+--+---+--+--+--+--+--+--+--+--+---+-+--+---+---+--+--+---+-+-+----+-+-+----+-+-+--+--+---+--+--+---11-® CONSTRUCT ao· GI SEWER DROP MANHOLE PER OCSD STD. DWG. No. S-051 . MARK I ..... ,,...._,_ m ?P -------8 ,r s~: • RECORD DRAWING ~"-e;--;:~c\,,..,......, y:-,r~ ~ DESCRIPTION 80"--___ 1-"i'20 SCALE: 1" = 40' 7/15 DATE APPR. CLIFF DR 21+00 DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) --• 22+00 DOVER DR ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 T , 1 • '·, Y.S 'PAPIK 5+95.16 -0000 AIL 10 ,sop c:§) • @) @ @ @) @ CONSTRUCT 48• GI CNB MANHOLE PER CNB STD, DWG. No. 401-L. CONNECT TO EXISTING SEWER WITH FIELD CLOSURE PER OCSD STD. DWG. No. S-040. CONNECT NEW SEWER TO DROP MANHOLE. REPLACE TRAFFIC LOOP DETECTORS. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. @1) CONSTRUCT TRENCH PLUGS PER APWA STD. PLAN 221-2 {PIPE ANCHORS AND BACKFILL STABILIZERS), L=100'. DIA. DEPTH FROM STA. TO STA. (inch) (ft) 16+04.31 TO 18+64.24 Qpeak = 6.49 MGD 24" 0.86 Qaverage = 2.53 MGD 0.52 18+69.24 TO 19+68.50 Qpeak • 6.49 MGD 24" 0.72 Qaverage = 2.53 MGD 0.44 19+73.50 TO 20+27.50 Qpeak = 6.49 MGD 24" 0.55 Qaverage = 2.53 MGD 0.34 20+32.50 TO 22+81.33 Qpeak = 6.41 MGD 24" 0.70 Qaverage • 2.50 MGD 0.43 22+86.33 TO 24+60.18 Qpeak • 6.41 MGD 24" 0.70 Qaverage = 2.50 MGD 0.43 24+65. 18 TO 25+92.16 Qpeak = 6.41 MGD 24" 0.70 Qaverage = 2.50 MGD 0.43 25+98.16 TO 26+ 78.99 Qpeak = 6.31 MGD 24" 0.69 Qaverage • 2.46 MGD 0.43 PROTECT IN PLACE; COORDINATE WITH SCG PROTECT IN PLACE; COORDINATE WITH SCE VE~CITY CAPACITY d/D SLOPE 0 ¾jD=0.75 (ft sec) GD) 7.74 5.96 9.87 7.55 14.38 10.93 10.13 7.75 10.16 7.77 10.15 7.76 10.15 7.76 0.43 0.0132 15.32 0.26 0.36 0.0257 21.37 0.22 0.27 0.17 0.0732 36.07 0.35 0.0279 22.27 0.22 0.35 0.22 0.0281 22.35 0.35 0.0280 22.30 0.22 0.35 0.21 0.0284 22.47 PROTECT IN PLACE; COORDINATE WITH AT&T PROTECT IN PLACE; COORDINATE WITH CNB THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 5 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1003 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 26+20.00 TO STA. 32+50.00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 30 40 50 60 40 50 30 40 50 60 40 50 HYDRAULIC DATA CONSTRUCTION NOTES co 0 N N N .c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 I') 0 0 [i I I") co I tO / ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,{_ C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I () 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: l=s!3::r21=.+=1:____.=1----i=-----t=,_t:=+----=1=+--=i=--+--=t---+-=1----i=----1=-----t=+-----=1=-r--=t:::+=t:---r=l----i-=1----l=-----t=i-----t=~+--=1=~____.=!----i=----l=,_t:=+----=1=+--=t:--+--=t---+-=1-CD l=t=U=t=+=t=t=t=U=t=:+~+n~n=+=t=:t=t=t=t=n=t=+=t=t=t=n+i:~+~lt=t==t=:t=t=12t=:'.U=t=+=t=t=t=t=+~~t=;tl~+nn=t=:t=t=t=1=UU;q_=.-1=+-t=-+-t=-.-::+=-+=t=-.=+----=+----=l-=.-1=+-t=-.-+=--+-:+-+=t-.=t-.=I ® CONSTRUCT 24" !ll VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. CONSTRUCT 8" !ll VCP SEWER PER OCSD STD. DWG. S-010. 8 o-1----,f---1--+--+-1ri,iv. 41ik9,4 © ~=t=l:::::t:ttU:::t:::t=t=~ ® 0 CONSTRUCT 60" !ll SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. @ REMOVE AND DISPOSE OF EXISTING C-900 PVC PIPE BETWEEN THE JOINTS NEAREST THE TRENCH LIMITS PER SPECIFICATIONS. RECONSTRUCT WITH PVC. @ 1-+--+-1---+--+-+-+-+--+-+--+-+-+-1 @ @ CONSTRUCT 60" !ll SEWER DROP MANHOLE PER OCSD STD. DWG. No. S-051. CONSTRUCT 48" !ll CNB SEWER MANHOLE PER CNB STD. DWG. No. 401-L REMOVE TREE. l+--+--+--+-+-+--+--+-+--1·--+--+-+-+--+--+l-l+-+--+--l-+-+--+--+--+-+--+--+--+--l---+--+--+--l--l--+--+--l---+--l-+--l--+--+--+--l--+--+--1--11 @ CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. -~•-1-1-~.IJC-., -2 " e -8' ;;50 . .· " v .. P- O--t--t--+--+---+--+--+--+-+--t--t--+--+---+--+"--+--+-+--t--t--+--+---+--+--+--+-+--t--t--+--+---+--+--+--+-+--t--t--+--+---+---+--+--+-+--+--at--t--+---+---+--+--+-+--+--t--t--+--+---+--+--+--+-+--t--t--+--+---+--+--+--+-+--t--t--+--+---+--+--+--+-+--t--t--+--+---+--+--+--11 @ REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF WALL IN KIND PER APWA STD. PLAN 601-3. 27+00 RECORD DRAWING 7/15 MARK DESCRIPTION DATE APPR. ST ., tl ,, r DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) PT0315-l)OQu---...__, EE7JE:.l.l L ,, 12 -I-it .. •500 _r;.~'-""'=~~~:r.:::~-;,v • • ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 0 ; 0 0 , ... 0 "' . C') . 'g Iii I '\ 32+00 ~1 :::J w ~ HJ i DIA. DEPTH VELOCITY FROM STA. TO STA. (inch) (ft) (ft/sec) 25+96.66 TO 26+78.99 Qpeak = 6.31 MGD 24• 0.69 10.15 Qaverage = 2.46 MGD 0.43 7.76 26+83.99 TO 29+03.50 Qpeak = 6.31 MGD 24• 0.69 10.10 Qaverage • 2.46 MGD 0.43 7.72 29+08.50 TO 30+62.50 Qpeak = 6.31 MGD 24• 0.69 10.10 Qaverage = 2.46 MGD 0.43 7.72 30+67.50 TO 32+60.93 Qpeak = 6.31 MGD 24• 0.69 10.12 Qaverage = 2.46 MGD 0.43 7.73 PROTECT IN PLACE; COORDINATE WITH SCG PROTECT IN PLACE; COORDINATE WITH CNB d/D SLOPE 0.35 0.21 0.0284 0.35 0.21 0.0280 0.35 0.0280 0.21 0.35 0.21 0.0281 VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION 8" !ll SEWER TO BE ABAND. BY OTHERS PRIOR TO CONSTRUCTION OF 24 • VCP SEWER CAPACITY o ¾i0~_75 22.47 22.30 22.30 22.35 SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 6 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1004 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 32+50.00 TO STA. 40+00.00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 50 60 60 70 60 70 50 60 HYDRAULIC DATA CONSTRUCTION NOTES E 0 0, N 0 ~ co 0 N N N ..c ., u... 8 <( Cl 0, tO co O> L g ci:: LJ..I (f) ::, o> 3: "CJ .j- 0 0 [i I I") co I tO / ~ :;:; 0 ? (I) +' :, Ill I (I) 5 (I) +' C ., E :, 0 0 Cl +' 0 .!!!, e n.. L ., 3: ., (f) "" C ::, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ..I () 0:: ::, 0 (f) LJ..I 0:: 0:: ~ ~ j,.: PROFILE SCALE: 1----1---+---+---+----+-f,9± HORIZONTAL 1" = 40' VERTICAL 1 " = 4' i ;Si+· --+---+--+--+--+--+--+--+-+-+--+--+--+--!----,>----l>----1---- G) CONSTRUCT 24" !ll VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. ..._+--+--l----,f--<---f---f--+--+--+--+--+---+---+---<---,l ,l-+--+--!---,·1-+--+---c+I © CONSTRUCT 8" !ll VCP SEWER PER OCSD STD. DWG. S-010 . 1,0 9 -• L!F-. -2--" .. c RECORD DRAWING MARK DESCRIPTION ST .. LJ. 6" W I , CONSTRUCT 60" !ll SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ~--+-+--+--l--l---l--l-+---+---+---+-+--+--l--l--+--+---+---+---+-+-+--l---l--+--+---+---+---+-+-+--l---l--+--+---+----+---+--+-+--+---1-,H---+--+---+----+---+--+-~~---+--+---+---+---+-+---11 -+--+-+-+I tt:=t:::t=t=t=t=t=t=::t=t=t=t=t=t=::t=~=t=i::~=t=~=t=l::11::t=t=t=t=t=t:::t=t=t=t=t=t=::t=t=t=t=t=t==t=~=t=t=t==t=~=t=t:::t=t=t=t=t::ttl:::t=t=t=t=t=t=:t CONSTRUCT 72" !ll SEWER MANHOLE PER OCSD STD. DWG. No. S-050. .. .. 0 5-1 NV. . . 6 16th ST '/ \,c I i ,~ ' Hf-- _--. '0335- .,,.__-"ll'-,i(..,..;z;;,:....:..::"--':::~=F.5~~--•=-,,..----<!(,-----':-FO--·EE DE'f. ~ =---,:> ' ' -- -I-_. ,, ·, -I-_. _, , 34+00 35+00 ,, • J,, ,, ' --.,, .. / o6'eFt o ·R • ~-.,.__,=--.,..r?:-~/ /. '/ ;==:c_:: l , • CASTAWAYS LN DESIGNED BY: ROBERTSON, BRIAN 11/06/12 ATKINS 7/15 DATE APPR. DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 -------- ...l .,. V -I- -.... ----- -/-_. ->-... LATERAL 'F-1' FOR PROFILE SEE F ) 00. . : .. '.:; '., -I-_. <'..l '~y CV-,, ~--v:1 er,, ~~ 200-! -><-=-I I -----er-------, ~ : .J 39•00 ' . 0 © ® ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISITING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. REMOVE AND DISPOSE OF EXISTING ASBESTOS CEMENT PIPE FROM JOINT TO JOINT PER SPECIFICATIONS. RECONSTRUCT WITH PVC. CONSTRUCT 48" !ll CNB SEWER MANHOLE PER CNB STD . DWG. No. 401-L CONSTRUCT CLEAN OUT IN SIDEWALK PER APPLICABLE SECTION OF CNB STD. DWG No. 406-L. REPLACE FULL CONCRETE PANEL OF SIDEWALK. REMOVE TREE. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. CAPACllY OIA. DEPTH VELOCllY FROM STA. TO STA. (inch) (ft) (ft/sec) d/D SLOPE o ¾~0r.15 30+67.50 TO 32+60.93 Qpeak • 6.31 MGD 24" 0.69 10.15 0.35 Qaverage = 2.46 MGD 0.43 7.76 0.21 32+65.93 TO 33+32.96 Qpeak = 6.31 MGD 24" 0.76 8.96 0.38 Qaverage = 2.46 MGD 0.47 6.86 0.23 33+37.96 TO 35+79.40 Qpeak • 5.93 MGD 24" 0.79 7.92 0.40 Qaverage = 2.21 MGD 0.47 5.99 0.24 35+84.40 TO 39+28.00 Qpeak = 5.93 MGD 24" 0.88 6.85 0.44 Qaverage = 2.21 MGD 0.52 5.21 0.26 39+33.00 TO 42+03.04 Qpeak = 5.93 MGD 24" 0.94 6.28 0.47 Qaverage • 2.21 MGD 0.56 4.79 0.28 PROTECT IN PLACE; COORDINATE WITH SCG PROTECT IN PLACE; COORDINATE WITH CNB VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION 0 0.0281 22.35 0.0201 18.90 0.0150 16.33 0.0101 13.39 0.0080 11.93 40 80 120 -----~ SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 7 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1005 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 40+00.00 TO STA. 48+00.00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 70 80 70 80 60 60 HYDRAULIC DATA 40+00 CONSTRUCTION NOTES co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.t (f) ::, o> 3: -u ui 0 0 [i I I"') co I tO ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e o_ L ., 3: ., (f) .:,t. C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.t () 0:: ::, 0 (f) LJ.t 0:: 0:: ~ ~ j,.: PROFILE SCALE: ....-~,.,,,1-+--+--+--+--t----,t----,---t---t--+--+--+--+--+--+---"'-T- HORIZONTAL 1" = 40' 1--1--11--11--1---+--+--+--+--+--+-+---+--+l'l-1'il~ 'V-->l--q-+-+-+-+-+-+-+-1---<-l-i-l--+--+--+~~~~. -l--ll--ll--l---+--+--+--+--+--+-t---+---+--+--+--+--+--+--+--+--t-t+-+-+-+-+--+--+--t--t--11---t---+---+--+-t·--+--+--+--+--t--+---+t--+--+--+--+--+--+-+--t-+-+-+--+--+--t--t--l--ll--l---+---+--+--+--+t-Sfl • If. :IJ-ll---1-1--+--+-1·--+--+I~-.' •.---~1-+--+-+--l-+-+--+-+--l-+-+--+-+--11 VERTICAL 1" = 4' 8 RECORD DRAWING 7/15 MARK DESCRIPTION DATE APPR. _._..,. =,- Tl ·H---+-+-+-+--+--+--t-->----<---t---t--+--+--i+t--+--+--+---+--+-H-+--1· 1-+--t--t--t----,f--!---t--+--+--+--+--+---+---+--+--+--+--+--+--+--+--+--,t H --+--+--H -'e -2,9...,-+--+--+--+--+--+--+--< 6, ' . ' DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ! ! .c ... 45+00 DOVER DR ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 GP -.,, .-s.---- WESTCLIFF DR 46+00 /_ CD CONSTRUCT 24" 91 VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. ® CONSTRUCT 8" 91 VCP SEWER PER OCSD STD. DWG. S-010. © CONSTRUCT 60" 91 SEWER MANHOLE PER OCSD STD. DWG. No. S-050. © 0 @ @ @ @ @ @ ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. REMOVE AND DISPOSE OF INTERFIERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE CURB AND GUTTER PER CNB CURB SECTION STD. DRAWINGS. REMOVE AND RECONSTRUCT LANDSCAPING IN KIND. CONSTRUCT 48" 91 CNB SEWER MANHOLE PER CNB STD. DWG. No. 401-L CONNECT NEW SEWER TO EXISTING MANHOLE. REPLACE TRAFFIC LOOP DETECTORS. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. REMOVE AND DISPOSE OF INTERFIERING PORTIONS OF ABANDONED ASBESTOS CEMENT PIPE. DIA. DEPTH VELOCITY CA~PACITY FROM STA. TO STA. (Inch) (ft) (ft/sec) d/D SLOPE 0 d •10).75 MGD 39+33.00 TO 42+03.04 Qpeak = 5.93 MGD 24" 0.94 6.28 0.47 0.0080 11.93 Qaverage = 2.21 MGD 0.56 4.79 0.28 42+08.04 TO 43+47.50 Qpeak = 5.93 MGD 24" 1.09 5.27 0.54 0.0050 9.43 Qaverage = 2.21 MGD 0.63 4.05 0.34 43+52.50 TO 44+19.50 Qpeak = 5.93 MGD 24" 1.09 5.27 0.54 Qaverage = 2.21 MGD 0.63 4.05 0.34 0.0050 9.43 44.24.50 TO 46+50.80 Qpeak = 5.93 MGD 24" 1.37 4.01 0.68 0.0025 6.67 Qaverage • 2.21 MGD 0.75 3.15 0.38 46+55.80 TO 50+21.50 Qpeak = 5.48 MGD 24" 1.29 3.95 0.65 0.0025 6.67 Qaverage = 2.02 MGD 0.72 3.08 0.36 0 PROTECT IN PLACE; COORDINATE WITH SCG SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 8 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1006 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 48+00.00 TO STA. 55+00.00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 70 80 70 80 60 60 HYDRAULIC DATA 48+00 CONSTRUCTION NOTES NOTE: co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 co 0 0 [i I I") co I tO ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I () 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 4' RECORD DRAWING MARK DESCRIPTION e 49+00 7/15 DATE APPR. .. " DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) -O'O' I I =+---.. -0,-. 2: " e ~ ----------- CORNWALL LN 8. ~ ~ii ~i ~-Y;rl. ii ~~~~-"'----"--~~~-'---------"---Ii ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 0 -1. 3M EMS 4" EXTENDED RANGE 5 BALL MARKERS INSTALLED AT 20-FOOT INTERVALS BURIED 2-FEET BELOW FINISHED SURFACE. FROM STA. 50+00 TO STA. 58+00. CONSTRUCT 24" 9l VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. CONSTRUCT 8" 9l VCP SEWER PER OCSD STD. DWG. S-010. CONSTRUCT 60" 9l SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1/2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. CONSTRUCT 48" 9l CNB SEWER MANHOLE PER CNB STD. DWG. No. 401-L CONSTRUCT CLEAN OUT IN SIDEWALK PER APPLICABLE SECTION OF CNB sm. DWG No. 406-L REPLACE FULL CONCRETE PANEL OF SIDEWALK. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF ABANDONED ASBESTOS CEMENT PIPE. CAPACllY DIA. DEPTH VELOCllY FROM STA. TO STA. (inch) (ft) (ft/sec) d/D SLOPE o ¾i0~.75 46+55.80 TO 50+21.50 Qpeak • 5.48 MGD 24• 1.29 3.95 0.65 Qaverage = 2.02 MGD 0.72 3.08 0.36 50+26.50 TO 53+21.50 Qpeak = 5.48 MGD 24• 1.27 4.01 0.64 Qaverage = 2.02 MGD 0.71 3.12 0.36 53+26.50 TO 56+19.50 Qpeak • 5.22 MGD 24• 1.23 3.97 0.62 Qaverage = 1.88 MGD 0.68 3.06 0.34 0.0025 6.67 0.0026 6.80 0.0026 6.80 SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 9 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1007 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 55+00.00 TO STA. 63+00.00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 70 80 70 80 HYDRAULIC DATA 55+00 CONSTRUCTION NOTES NOTE: E 0 (X) I") 0 ~ co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 r--: 0 0 [i I I") co I tO ./ ~ :;:; 0 ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C ::, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I () 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' 1--1--11--11--1---+--+--+--+--+--+-+---+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--11--1---+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--1--11--1--+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--11--1---+---1 VERTICAL 1" = 4' g w 0 8 • RECORD DRAWING MARK ___,.. ---1...-.......--.::i....: . -t:ITI -_,_.O_ 0000-- l--l--l--1--11--1---+---+--+--+--+--+---l ~-+--+-+-+-+--+--+--l--l--l--ll--l---+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+--+---,Hl-+-~l -P 1-~-l--l--l--ll--l---+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+---+---,Hl--+---r+--+--+---+ .. CUMBERLAND LN ~...sl • .,; 'P- ,. WATER SEE -~ PLAN -..:.~ -::_ ~~~-=-_____ -:::::::::::::::_::--_=--_-:::_~-1-f""=::-::::::..::::::::--:::-,g ... ---------------~--- CUMBERLAND LN ETON PL 57+00 58+ 59+00 60•00 - DESIGNED BY: ROBERTSON, BRIAN 11/06/12 ATKINS 7/15 DESCRIPTION DATE APPR. DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 61+00 ... KENT LN ~~ -s;; .¥. ·~-~--- • ---=- dl -o> KENT LN . . . 8. 63 § s \ \\ ~~~---____::;_..;:.;___..:....\i CD CONSTRUCT 24" 91 VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. ® CONSTRUCT 8" 91 VCP SEWER PER OCSD STD. DWG. S-010. © CONSTRUCT 60" 91 SEWER MANHOLE PER OCSD STD. DWG. No. S-050. © 0 ABANDON EXISTING OCSD SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FILOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE . CONNECT EXISTING SEWER TO NEW MANHOLE . REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. QJ} CONSTRUCT 48" 91 CNB SEWER MANHOLE PER CNB STD. DWG. No. 401-L CONNECT TO EXISTING SEWER WITH FIELD CLOSURE PER OCSD STD. DWG. No. S-040. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. @ REMOVE AND DISPOSE OF INTERFERING PORTIONS OF ABANDONED ASBESTOS CEMENT PIPE. DIA. DEFTH VELOCllY CAPACllY FROM STA. TO STA. (inch) (ft) (f1/sec) d/D SLOPE o ¾i0~_75 53+26.50 TO 56+19.50 Qpeak = 5.22 MGD 24" 1.23 3.97 0.62 0.0026 6.80 Qaverage = 1.88 MGD 0.68 3.06 0.34 56+24.50 TO 59+37.50 Qpeak -5.22 MGD 24" 1.23 3.97 0.62 0.0026 6.80 Qaverage = 1.88 MGD 0.68 3.06 0.34 59+42.50 TO 62+47.50 Qpeak = 5.23 MGD 24" 1.23 3.97 0.62 0.0026 6.80 Qaverage = 1.88 MGD 0.68 3.06 0.34 62+52.50 TO 65+43.50 Qpeak = 5.24 MGD 24" 1.24 3.98 0.62 0.0026 6.80 Qaverage -1.88 MGD 0.68 3.06 0.34 0 PROTECT IN PLACE; COORDINATE WITH TIME WARNER CABLE 1. 3M EMS 4" EXTENDED RANGE 5 BALL MARKERS INSTALLED AT 20-FOOT INTERVALS BURIED 2-FEET BELOW FINISHED SURFACE. FROM STA. 50+00 TO STA. 58+00 . SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 10 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1008 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 63+00.00 TO STA. 70+00.00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 70 80 70 80 HYDRAULIC DATA 63+00 CONSTRUCTION NOTES co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 <Xi 0 0 [i I I") co I tO ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I () 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' 1--1--11--11--1---+--+--+--+--+--+-+---+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--11--1---+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--1--11--1--+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+--+---11 VERTICAL 1" = 4' 1--+--+--+--+--+--+--+--+-+-+-+-+-+-+-+-+-+--+-2: -. 9 b . · RECORD DRAWING MARK DESCRIPTION -----"' . i:i)( ..Li, ul 7/15 DATE APPR. e HARROW PL k _c I ' : 1- ------------------------ , s-F4'fif.l}Q _ . • ":"'. ~---~ ~ . ~ HARROW PL 65+00 _......-::- 66+00 DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) "' DOVER DR ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 6--- ltitlflt p.:._7, _. SUSSEX LN )C -"' --,...r,r,_ 0 CONSTRUCT 24" Cll VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. CONSTRUCT 8" Cll VCP SEWER PER OCSD STD. DWG. S-010. CONSTRUCT 60" Cll SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1/2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF ABANDONED ASBESTOS CEMENT PIPE. DIA. DEPTH VELOCllY CAPACllY FROM STA. TO STA. (inch) (ft) (ft/sec) d/D SLOPE 0 ¾iD=>)0.75 MGD 62+52.50 TO 65+43.50 Qpeak = 5.27 MGD 24" 1.24 3.98 0.62 0.0026 6.80 Qaverage = 1.88 MGD 0.68 3.06 0.34 65+48.50 TO 68+ 70.50 Qpeak = 5.27 MGD 24" 1.24 3.98 0.62 0.0026 6.80 Qaverage = 1.88 MGD 0.68 3.06 0.34 68+75.50 TO 69+74.50 Qpeak • 5.28 MGD 24" 1.24 3.98 0.62 0.0026 6.80 Qaverage = 1.88 MGD 0.68 3.06 0.34 69+79.50 TO 71+02.00 Qpeak = 5.29 MGD 24" 1.24 3.98 0.62 Qaverage = 1.88 MGD 0.68 3.06 0.34 0.0026 6.80 0 PROTECT IN PLACE; COORDINATE WITH TIME WARNER CABLE SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 11 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1009 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 70+00.00 TO STA. 78+50.00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 70 80 70 80 HYDRAULIC DATA 70+00 CONSTRUCTION NOTES co 0 N N N ..c ., u.. 8 <( Cl 0) IO co O> L g ci:: LJ.I (f) ::, o> 3: "tJ 0) 0 0 [i I I') co I IO / ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 ,!!!, e n_ L ., 3: ., (f) .:,{_ C ::, t= ~ ·;:: Cl L ~ 0 Cl IO co co IO 0 0 0 0 ;::, (f) LJ.I () 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' 1--1--11--11--1---+--+--+--+--+--+-+---+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--11--1---+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--1--11--1--+---+--+--+--+--+--+-+---+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--1--1--11--1---+---1 VERTICAL 1" = 4' ·17 . -, . if--,JB:62- Q,.---+---+--f-·PtT-0 ~Q-QQQ-l~(-)+:Hf-1 . -4-132' -'t,---"-J'=-... ,--+--+--+--+--+--+--+---+---+---+--+--+--+--+--+--+--+--+--+--+--11- .__+--+--+--+--+--+--+--+-+-+-+-+-+-+-+-+-+-+--+--! ,\_,.-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+--+--+--+--+--+--<l--+--t--t--t--t--t--t--t--l--l--l--l--l--lf--,f--,l--l--l--l--l--l--l--l--l--l--l--t--11--+--+--+--+--+--+--+--- 8 • 8 • RECORD DRAWING MARK -24" W PH UTIL ·l-\,!'\-++H ·tf--+---+--+--+--+--l -TOP: 76. 70 "-t-;;,cif·-t-f-Tt-7-Hl-fr-t--t--t--t--t--fT" +--+--+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+-+--+--+--+--+-IH' I I - -:-© ... o:o. - ERS . 8" ilA , NE (SEE j , ' .:--:.:.:...:.::::;;-.;::::,: PLAN t~ ~-1/ • DESCRIPTION •5 ,,:·~- =....)c_=------r .... -----• - MARINERS DR 7/15 DATE APPR. DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) .. " "'" ' .~,; ------------:-:-.::-----C--~-:: --2-~-:: 0-:_;_-;:_~-~~-~~ ~: ---~ -~-=-1---:_~-~~~~~~--~_cc-~~-- .,._ -.;;;-;.., -~"I _ ==~ -7~oo-'!> ".,... ---"-cc ~: -.::c-c:::-"-_::C:'fc.=cc_ie~ec-=----o..._ 74+00 DOVER DR 75+00 ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 SEWE CD CONSTRUCT 24" 91 VCP SEWER PER OCSD STD. DWG. S-010 OR S-011 . ® CONSTRUCT 8" 91 VCP SEWER PER OCSD STD. DWG . S-010. © CONSTRUCT 60" 91 SEWER MANHOLE PER OCSD STD. DWG. No. S-050. © 0 ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. REMOVE AND RECONSTRUCT INTERFERING PORTIONS OF CONCRETE CURB AND GUTTER PER CNB CURB SECTION STD. DRAWINGS. REMOVE AND RECONSTRUCT LANDSCAPING IN KIND. CONSTRUCT 48" 91 CNB SEWER MANHOLE PER CNB STD . DWG. No. 401-L REMOVE TREE. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF ABANDONED ASBESTOS CEMENT PIPE. CAPACITY FROM STA. TO STA. DIA. (inch) DFttJH VEl.i~llY (ft sec) d/D SLOPE o tio~-75 69+79.50 TO 71+02.00 Qpeak -5.30 MGD 24" 1.25 3.99 0.62 0.0026 Qaverage = 1.88 MGD 0.68 3.06 0.34 71+07.00 TO 71+34.12 Qpeak -4.61 MGD 24" 1.12 3.92 0.56 0.0027 Qaveraae = 1.60 MGD 0.62 2.96 0.31 71+39.12 TO 72+29.04 Qpeak -4.61 MGD 24" 1.12 3.92 0.56 0.0027 Qaveraae = 1.60 MGD 0.62 2.96 0.31 72+34.04 TO 75+28.31 Qpeak = 4.61 MGD 24" 1.12 3.92 0.56 0.0027 Qaveraae -1.60 MGD 0.62 2.96 0.31 75+33.31 TO 76+06.07 Qpeak = 4.61 MGD 24" 1.12 3.92 0.56 0.0027 Qaveraae -1 .60 MGD 0.62 2.96 0.31 78+ 11 .07 TO 80+90.38 Qpeak = 4.61 MGD 24" 1.11 3.98 0.56 0.0028 Qaverage -1.60 MGD 0.62 3.00 0.31 VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION SCALE: 1" = 40' 6.80 6.93 6.93 6.93 6.93 7.05 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 12 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C1010 DOVER DRIVE TRUNK SEWER RELIEF 24-INCH VCP SEWERPLAN AND PROFILESTA. 78+50.00 TO STA. 82+20.37 79+00 80+00 81+00 82+00 70 80 70 80 HYDRAULIC DATA CONSTRUCTION NOTES E 0 I!) -st- 0 ~ <O ~ 0 N <'i N ..c ., LJ.. ~ <( 0 (J) I!) <O ~ Cl L 0 > a,: u.l -r.t) ::> Cl :I= -u d ~ 0 [i I I") <O I I!) ./ ., > :;:; 0 ? (I) .... :, Ill I - (I) < ./ (I) .... C ., E :, 0 0 0 .... 0 .!!!, 0 L n_ c . !!1 ., 0,: L ., :I= ., -r.t) .:,{_ C :, i= !/ ·;:: 0 L !/ 0 0 I!) <O <O I!) 0 0 0 0 ;::, r.t) u.l () 0,: ::> 0 r.t) u.l 0,: 0,: ~ ~ j,.: ci ;;:: 0 I I I I I ' ' ' --PROFILE SCALE: 1-HORIZONTAL 1" = 40' 1----,1--1--+--+--+--+--+--+--+--+-+-+--+--l-f1--1--+--+--+--+--+--+--+--+-+-+--+--1--1--+--+--+--+--+--+--+--+-+-+--+--l-f1--1--+--+--+--+--+--+--+--+-+-+--+--l-f--+--+--+--+--+--+--+--+--+-+--+--1----,1--1--+--+--+-+--+--+--+--+-+-+--+--l-f1--1--+--+--+--+--+--+--+--+-+--+--+--1--1--+--+--+--+--+--+--+--+-+-+--+--l-f1--1--+--+--+--+---1 I- I-VERTICAL 1 " = 4' - ---.--.~, ST-At-· 0a ·SO:-JQ-. -+--+--+--+-+-+--+--l-f1--1--+--+--+--+-'S"'A-:-~2T' 07~7 , . 1--1----,1--1--+--+--+--+--+--+--+--+-+-+--1----,1----,--+--+--+--+--+--+--+--+--+-+--+--t------li----.,1,.,.,-_.,.,2'J.-i3_,~-v·1-Rf2.11Q4',§Q L.QQQ , RP.-1'.l-4SQ,-JQQQ~ ' ,H 8-'3fl,,t--t--+--+--+--+--+--+--+--+-+--+--+--1--1--+--+--+--+--+--+--+--+--+-+--+--l-f1--1--+--+--+--+--+--+--+--+-+-+--+--l-f--+--+--+--+---+--+--+--+--+-+--+--1----,1--1--+--+--+--+--+--+--+-1 l--l-fl--l--+--+--+--+--+--+--+--+-+-+--l----,l-f--+--+--+--+--+--+--+--+--+-+--+--l----,l--l--+--+--+--+--+--+--+--+-+--+--+--l-fl--l--+~--"'l·ca::_t,t+--+--l--l--+--+-+--+---+--+--+--+--+-+--+--1--t--+--+--+-+--+---+--+--+--+--+-+--+--l--l--+--+-+--+---+--+--+--+--+-+--+--+--l--l--+--+-+--+---+--+--+--+--+-+--+--1--t--+--+--+-+--+--+--+--+--+-+--+--+--l--l--+--+-+--+---II : '7 '-aa '4: ·;. R r.B>+--+-+--+--1--1--+--+--+--+---+--+--+--+--+-+--+--+--1--1--+--+-+--+---+--+--+--+--+-+--+--1--tl--l--+--+--+---+---+--+--+--+--+-+--+--1--1--+--+-+--+---+--+--+--+--+-+--+--+--1--t--+--+--+---+---+--+--+--+--+-+--+--1--1,---,, I • ' I . • •t'' ' ll' -l•--+--+--+--+--4:>J. ·~<+-_;--~g _Rgi::::c1s,:t:11:::i:::c::c::ci:::::1c:::1=1::::t:::::t:::::i::::t::::c:::t=::c:t=:c::c:i:::::1:::::t::::t::::t:::::t:::::i::::t::::c:1=:t=t=ci:::::1c:::1:::::t:::t:::::t:::::i::::t::::c:::t=::i:::t=:c::c:i:::::1=1::::t::::t:::::t:::::i::::t::::c:::t=::c:c:::1=t::1i::::::i:::::t::::t:::::t:::::i::::t::::t::::c::i:::c::c::e1 " ., 1--1--1-+--+-+--+--+-+-+-l-f-~ .,. - Ji.Hi•: ,-:r.. I ....., I I • ' . . ~ ,Jf" S=-0 0'-.28 IN . J+j_ . ,_ ,11 I " I I lil" " ~ ~ - . . ' . -r. ..., -t:::.! -1· 4- i . c-~ '" I ' s·t>-+--+---+--+--+--+--+--+-+--+--1--t--+--+-+--+---+--+--+--+--+-+--+--1--tl--l--+-+--+---+---+--+--+--+--+-+--+--+---<--+--+-+--+---+--+--+--+--+-+--+--1--t1--t--+-+-+--+---+--+--+--+--+-+--+--+---<--+--+--+--+---+--+--■ I I •,: I I Ci ...J ...J l--+-+-+-+-+-+-+-1--lf--l-+--o L· _;.-'--j,,·-+-+1-..;•~ ,(/)-+-+-+-+-+-+-+-+-l--l-+-+-+-+-+-+-+-+-+-+-+-+-1--lf--l-+-+-+-+-+-+-+-+-+-+-+--f--l-+-+-+-+-+-+-+-+-+-+-+-l--lf--l-+-+-+-+-+--+-+-+-+-+-+--f--l-+-+-+-+-+-+--I I ~ !F .1--1--+-+-+-+-+-+-+-+-+-+-+-l--l-+-+-+-+-+-+--+-+-+-+-+·+++-l--l--+-+-+-+-+-+--+;_,-, - l=~~=t=t=t=t::t:::::t:::::\=t=:. ~ ~ (;!) ~ !D. . l--l-fl--l--+--+--+--+--+--+--+--+-+-+--1----,1-f--t--+--+--+--+--+--+--+--+-+--+--l----,l--l--+--+--+--+--+--+--+--+--il+t-+--+--l-f--t--+--+--+--+-=ill!) • 0 Ill 2-.: .-99-1:j.E--2: • :e. 'l""""T --~ - 79+00 .-. 80+00 1+00 I • - 1 jl , ~: . • ... . ...... ... I.,' . DESIGNED BY: ROBERTSON, BRIAN 11/06/12 • ~ DRAWN BY: VARGAS, MARK 11/06/12 ,· ~~P~4. ,. _,,, CHECKED BY: YAVAS, CENK 11/06/12 • v ,A""" ATKINS MARK ■----<>--------------------+---+-----<1-..::..::=::.::...:::..:..:.;=::::::::::::::::::::::::::=:::::::::::::::==---I , No. C54756 fil I I • LINE IS 2 INCHES • I \~ Exp. 12;31;13 ~/ AT FULL SIZE \J'-'1 CIVIi.. ./4 1<°_, (IF NOT 2"-SCALE ACCORDINGLY) 10:CAL_\,~ RECORD DRAWING 7/15 DESCRIPTION DATE APPR. I I 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I I FROM STA. TO STA. 78+11.07 TO 80+90.38 Qpeak = 4.61 MGD Qaverage = 1.60 MGD 80+93.88 TO 82+17.87 Qpeak = 4.61 MGD Qaverage = 1.60 MGD DIA. DEPTH VELOCllY CAPACllY (inch) (ft) (ft/sec) d/D SLOPE C ¾io~.75 24 • ,__1._1 _1 __ 3_.9_8 __ o._56_, 0_0028 0.62 3.00 0.31 7.05 24• 1--1._1 _1 __ 3_.9_8 --+_o._s6 ..... 0_0028 0.62 3.00 0.31 7.05 0 RELOCATE SERVICE; COORDINATE WITH CNB 0 40 80 SCALE: 1" = 40' I I 120 I 0 @ @ @ @ @ @ @ @ @ @ CONSTRUCT 24 n 9) VCP SEWER PER OCSD STD. DWG. S-010 OR S-011. CONSTRUCT 8n 9) VCP SEWER PER OCSD STD. DWG. S-010. MODIFY EXISTING MANHOLE PER DETAIL NOTED. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. CONSTRUCT 60n 9) SEWER MANHOLE PER OCSD STD. DWG. No. S-050. ABANDON EXISTING SEWER PIPE IN PLACE. FILL WITH SAND-CEMENT SLURRY AND PLUG CONNECTION PIPES WITH CONCRETE. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. ABANDON EXISTING SEWER MANHOLE IN PLACE. REMOVE AND DISPOSE OF TOP 6' OF MANHOLE. BREAK MANHOLE BASE, FILL REMAINING MANHOLE WITH 1 1 /2 SACK CEMENT SLURRY AND PLUG CONNECTION PIPE WITH CONCRETE. CONNECT EXISTING SEWER TO NEW MANHOLE . REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING SEWER AND/OR MANHOLE PER SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN ALL EXISTING FLOWS DURING CONSTRUCTION. REHABILITATE 90' OF EXISTING 18n 9) SEWER WITH CIPP. CONNECT NEW SEWER TO EXISTING MANHOLE . CONSTRUCT CLEAN OUT BEHIND SIDEWALK PER APPLICABLE SECTION OF CNB STD. DWG. No. 406-L. REPLACE FULL CONCRETE PANEL OF SIDEWALK. CONSTRUCT 24 n 9) REGULAR JOINT VCP SEWER WITHIN STEEL CASING . CONSTRUCT 24n 9) REGULAR JOINT VCP SEWER PER OCSD STD. DWG. No. S-010. JACK AND BORE 39" 9) STEEL CASING PER OCSD STD. DWG. No. S-031. REPLACE TRAFFIC LOOP DETECTORS. REHABILITATE EXISTING SEWER MANHOLE WITH POLYURETHANE PER SPECIFICATIONS. CONSTRUCT BOLTED MANHOLE FRAME AND COVER PER OCSD STD. DWG. No. S-054. CONSTRUCT 84 n 9) SEWER MANHOLE PER OCSD STD. DWG. No. S-050. I THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 13 OF 38 I - - - A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F 0 10 20 -10 10+00 10 20 10+00 30 40 50 10+00 60 10+00 50 60 70 50 60 70 10+00 LATERAL 60 70 80 50 0 10 20 10 20 30 40 50 60 50 60 70 50 60 70 60 70 80 504040 BLATERALA LATERAL C LATERAL FLATERALELATERALD C2001 DOVER DRIVE TRUNK SEWER RELIEF SEWER LATERAL PROFILES 1 -10 10+00RECORD DRAWING co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 0 0 N (.) I I") co I tO ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I (.) 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: MARK ~ STA:-"T O:t=,, ·o:ou :'7;:A-. .·0+-31· -9-· . ' -'..S,~ H +-+l 69-:-2: • " AB_ LO.IA 6~1 IA.-OC. .[)_M ' 1'NB I 1 RQP MH RPT 265-0000 t--~i -~r:J -~ I~ .... . L ~I EXIS . 6" ss -i\ \ - p _, ' ' I NV >-4:2 +.-/-= \., 1 I lf'il :-4. / , "' REFER TI SHEi T -Go'oo2~g·· "0 ~SlRU • ... ON- I NO+E . ,'/ \1 --I I - ,I • ' --"-" ,1 ,., - \,', r -1-~~I t V ' I-'/ .S=-I ,()()..1, I.,\--' I \ I t ,_ l~-s-1.- ~ -"'-1f'i1V.-t-4:0, 26.41 L F. f· vc HQRIZ: 1" = 20' VERT: 1" = 4' C1001 ~A. W..D-+-00.Qn STA. .! 10+09.55 (STA 32-11 63.4: ,,) 'l 8" SEW :.R c, Q 'l 6 1) DIA. QC -iD MIH nPT< ·32s= --n....--.... l ~ I I ' --' I \ -• I:_ II I I ~ I I I I I I * I I EXIS . 6" ss -' I I \ \ u I (c-' - -_) __loo-I ::,:... 't-, .. .• .I ~,, . 5·4,'-;-2·4 -J I I I I I ;av. ~ ,.H!'l I _,_ :NV-:-I -5-r.BJ. lie CO 111,""" OR SlflALL \i cRIFY 7.0 · LF. LO~TIOlil ,-.OffilrjEWER -!..4:r R.4:!.---r ~,Q~~ '!'.Q-7 ~S'.!'.~IJ1G-1'.!Q~ a• WCP RECORD DRAWING HQRIZ: 1" = 20' VERT: 1" = 4' 7/15 0000 ~x,~ ,T.-M ~ fI Q U3E_ABAl'll[ ·' u.43 po C1004 DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) ~TA. o+oc .oo --------,1srA:-,zo-+-Jb:oo~----+----+----+----+----+----+----+----11 .... --+--+---~-a"'o:LDIA-,.QGS100-M't-t'+--+--+--+--+--+--+---1 --~-L ~ • ~· II • • eJ_Q2bn_, " " , -o------<>-----'s' I STA. • 0+32.20 ~ <1=8 011\. 1--0-NB ... -... ' -- .. -- k d::--=..k-:=--l-l-l-~~-~-l-l-1-1---+--+----,f---+---+----,--1 EXI~ . 8" ss -, I \ / ............ ~,'J,,_ SPRINGUNE INV. 20_2 . / \ ~-•-t~ ,,...-----=""-tG0NNEGTI0:N+----+----+----+----11 ,m• ,+--+-r.:!---+--+--+--+--1 ,\ I I .~, \§,!! INV -20=1· 8 . / 11/c:1:J-\"~,·!!-st"'=---t---t---t---t---t--l INV. 17.717 I ---1---+---+---+---+---+---+---■ <:JA.-1,©..+-:t..2. II, 48 .. DIA. * • Sfl-B-0 .. lilV:- NV:-• INV~ i.a :NB AH STA. 10+ 110.00 STA 30-i 65.00) . _: u: t. 6~-· DIA. OCSD till ' -p=i:0;320-0000 Di=! • I i -J_ --. ,- .. '~-,..-·)= u J4:.!l l. ,0:-02 'j ,9:98•1L / \' 'i ,,,, -49:-78 / I I I \ I INV 46.29 / 27.70 L.F. • a· ti SEVfER TO BE ABAND. lERS7?RIOR7To-co·~STRCJ BY 8.29 LF. a~ VCA HQRIZ: 1" = 20' VERT: 1" = 4' C100 .s:rA+1,o,i-.J10.on (STA! 33-+l35.46) STA. no+30.20 ~ 6~" DIA. QC ,D MIH ~ 48 DIA. ~PT0"33o= OOOt ~lilB ...... on STA. 10+ no.76, CE, 48n DIA. CNB M~ (RE~OVE-EXIS1 ;--K4Ff) ·--~ ------ - 6' w ....,_ . .... , ,r__ ~ - EX , ST. a" ' ss , I !, I'.. -- 7 ~~ -➔F--0~ .Q..7-.., I • ~)'. r INV 58.1-i_L I ~- ----7 i'\ ----I , C ' ., IM\, 57_9_a_/ ,, I , ... \ l'...!"'.ISl. I I I I \ -\-1 ;·:. 5~.=,-: IN'. ::;i3-;:i ,9-{ ' I ' \ \ I \ \ IN I 54!.59 ' . \ iNV. §3.29 I 25,70 L .. F. 6.,Z6 LI , e• VCP. e·1vcP LA~ F--1 A~E· "" HQRIZ: 1" = 20' VERT: 1" = 4' C1004 ATKINS 625 The City Drive South Suite 200 ~- -01 -OF-f-l~'f P--Sf E" ~A 1_"' ' -~ ~ft - CE.8 SEWER C/0 .,..EXI -,L 6 • ss ,-...., I e , r I I I I INV. 'iS-,96 I INV. 65.79 / I ~GQ' .. QR-SL AU VERIFY L •ICATIOl!I OFJ EXI::. I. ·~. -l:ATt1ERA~RIQR-Q-,I CO ISTRUCCTION THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. :TION a·" ·:::p HQRIZ: 1" = 20' VERT: 1" = 4' C1003 STA. I 0+00.00 CST/' 39+ ~•.501 ~ 7~ rOIA.-:OOSD ·--RPTO~ 40-01 00 JrA.-f r 1=36:3! , . IB°-Mr, (REMOV " EXIS '. MH) ,---- e-~- 1l~ :,:oe-1· ' 2 ·, I "> -G.... ) ~ ~~Q~ ,.9~ , ' .s>:it, .... ~ ~lt s~ "':7 \---'" I/ r..,....,-"'" , I I ,,.,.. ' I I I INV 60.50 I --\ INV.-60.50 30.1 .2 L I. $1.35 LF. e·1vcP I e• VCP .Al_i :_ r• -, r.,TERAfF-, HQRIZ: 1" = 20' VERT: 1" = 4' C1004 EX S!.-1 ~s \_ -, ' -- l ll'll~ 6.3 ... : A 1 INV. 63.34 PROJECT NO. DRAWING NO. 5-63 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 14 OF 38 10+00 10+00 10+00 10+00 10+00 LATERAL 70 80 90 60 70 80 90 60 HLATERALG LATERAL I LATERAL LLATERALKLATERALJ C2002 DOVER DRIVE TRUNK SEWER RELIEF SEWER LATERAL PROFILES 2 60 70 80 60 70 80 60 70 80 60 70 80 60 70 80 60 70 80 60 70 80 60 70 80 60 70 80 60 70 80 10+00 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING E 0 IX) -st 0 01 3 "O c-J 0 0 N (.) I I") <D I I[) ./ ~ :;:; 0 ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, MARK STA. 10+' 8.02 't. 41 DIA. CN :, MH - .... ·r. -E> •ISl'..-.. ~ss n _, I MJ _ __z~ ,.54 / I ' II\IV. 72.34, RECORD DRAWING DESCRIPTION - 19.10 L fi. a• VCP HORIZ: 1" = 20· VERT: 1" = 4' .r - C1005 -SJA .. l µo,1,.@0.00 56-tl 22.0C>) (ST.A -D 't. 6~·-DIA. OC' RPT 380~Cm·oo - MIH ~-~ .--. . C..lllSl-.- ./ __ {[BA) -_JJ• 4 " "1 I I I I -:\. rl I -/ ~ "v~ I I '\."\ I 1-.. '\ l~ l,9-,-~ :1:...8 1~ -"' \-_J I I I I j- 7-/-~ :NV -66." ~ - 2~.52 ~F. ,• VC? HORIZ: 1" = 20' VERT: 1" = 4' 7/15 M" ... C1007 DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) STA. 10+17.96 Iii. EXIST. '.CNB 1.4H i:.XI~ 'f:-8~ -ss \ \ '• ' -- I JV. 69.38 INV ..SJAr 1 1n l -1-0¾-jO.O (ST.A 46 53.30) E. 6~>° DIA. OCSD -RPT( 0360~0001. MIH IT --, - I 1.,..--EXIS" MH . . t i I / {REM ,JVED INTEI ; FERII ~~EQ\ -PORTIONS- FQR-G0Nf "RlaJS: -IQN-' / I I I I -I I - I I I I I L~ I ,' ' ' " '-i I H ~ -'1 \!. ~~~- l -L " 1 .. I ' I I I I 64.32 13.~. LF. a· ' ·cp HORIZ: 1" = 20· VERT: 1" = 4' C1005 G 1--+---+---+---+---+--+--r..SJA~ -1-0¾-I o.onu+-1--+---+---+---■ SL 10¼24.9:5 (ST.A 59, 40.00) Iii. 4-8" 1 IA. CNB MH ~ 6~-DIA. OCSD MIH o---+---+--+--+--+-+--+----t"'RPT( ·39·0:: 0001.--+---+---+---+---. V .,. IU t--+--+--+--=:t--t-t-+--++---:1-1-· l""'-=-ia.XIS.1 .. -M,l'l-+---1----1---+---■ ~ G . / -1--\1 ·µ.,·BA,,,_,,)~--1---1---1-----1---1 -..... r---•• *151'-; -8.'!__SS,--...i--,-1--i-1J:J-..... -tt-n ·~--,-,--+---+---+---+---+---+----. o---t-----<1----t---+" '~•--l--t----..=tt--t-1-1-1-t-----<1-----<>-----<>--->---t----t---__. C .. L I ,w ~~~ ___ ___,__-+,N-v-. -7it--4-.4-o-+•-l\\.,.........,f-J1'--1- I ' , r~ 1-1---+--+----+--+----+--+----■ ------+----+--+--+-1•-~~fez; 1-----,,-----,alNV-'-'-'-. -';l+,4=.2=0a...l,_1 ~,-1\J\_ -r➔-+--+--+--t---1----1---1 -L»~ ~ u •"',-----------+--+--+--■ I\/ NV.-67:-1 51 -•-+-+-----+----+----+----+--+---■ -- l--+--+--+--+--l-+--+--1-1--r---+---+---+---+---+---■ 20.45 LF. I SJA.-,_1-0=ie-(j)0 .. 00,+--+--+----1t----t STA. 10+28.41 'STA 53-fj 24,01 ) 't. 48-DIA. CNEI MH ~ 61/)" g'1o OCSD Ml-I t--+--+--+--+t--+--+--+c.,.,,pT( 37 oo·un+---+---+---+----1 1----+--+----+-B.!--. -,_ff _._-+<1-_,_ 1 ,_ _---i-+::-eA· ~-·....,,·m ,m I / :t, ,-r-r------i:E=x=1s,:::::1,--,M:-:-:H-,;----i-----i---,-----ir ~• ~ . (REf.il~, VED-lITTEI FERI, u l---+--+--+---IA-....:!f-n-+/.-i-·H-l--flP0R'F 0NS y,.5-R~e)!f,-+--+-----o 1-~~~lc~~,1---1,-4-+•---H--~-1-1---11F-OR-. ONS:~RUClilON~-+---+---1 E>•IST. a·· SS ~•1-~---,1-----+,-..,.'+r-·r--+---+--+--+-----,---+--11 " ' ,-I I , l: I\.'\ & rtil rJ-:72tns , I / '!'-~-_--__,_.,-.,-.--,1-----+---+---+---+---+----II I '\,_ '\.." '> I :\.~ ~-·t-l--+--+--+--+--+--+----11 '\ l '@ I'.'~ 1--t--+--+--t-t-+---t:t=-"1 ... ";1·-·l-l--+---+---+---+---+--+--II 1---+---+---+---+-4-+---+'-..L:l\'l-f' 1-t---+---+---+---+----+----+---11 I I 1---+---+---+---+-->-+--+--+r1•-r---+---+---+---+---+---+----1 ~.91 IL.F. •• VCP HORIZ: 1" = 20' VERT: 1" = 4' C1006 o---+---+--~'.,.:-t:,A.-D-+-O( .0O-+--+--+--+--+--+--+---+---11 I STA. 72+3 .54) ST.61. 10-&11.9 ,, 1 ~ 60"1 DIA. I OCSI , MH 't. • 8-DA. CtiJB M ' t--1----1---0,. PT0-4t35-000•vrr-+--+--+r--+--+--+--+--+---t ---.. O---+---+---+---+---+---+-----C-·---•--+---+---+---+---+----O ~ EXIS. 10" SS ■---1----1---+---+-'S ;;;,35~!5,-...t~i-t--+-+---t-t--+---+---+---+----t ,....r-. I 1---+---+---+---+---+---+----+·H, l:~;;lL·.-1--_-t-~--_t-'·,~:-: --t----t----t----t----1 o---+---+--+--+--+--+---+rl t"-..--"'•-11---+---+---+---+---1---11 I ,,_ \ t---+---+-----t---t---t---+-----t=l=l '_\ \ \ i'~'ll. • 3 _43 -~ \ \ I I _ o---+---+---+--+--+--+--+-• \ 11 N~:-71 t 2~-+---t------a1----11 -----+---+----+---+--+----+---+-I--~ ~1NV:-7 0:a,---+---+----ff----.ll 7.4'' LF. 10" VCP HORIZ: 1" = 20' VERT: 1" = 4' C1007 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR HORIZ: 1" = 20' VERT: 1" = 4' C1009 ATKINS 625 The City Drive South Suite 200 OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. DRAWING NO. 5-63 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 15 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING 10+00 10+00 10+00 10+00 10+00 LATERAL 40 50 60 30 40 50 60 30 NLATERALM LATERAL O LATERAL QLATERALP C2003 DOVER DRIVE TRUNK SEWER RELIEF SEWER LATERAL PROFILES 3 60 70 80 60 70 80 70 80 90 60 70 80 90 60 60 60 0 10 20 0 10 20 50 50 70 70 80 80 - E 0 "1 If) 0 - ~ <O ~ 0 "" c-J "" ..0 ., u.. ~ < Cl Ol If) <O ~ o> L ~ tic w r.n ::> o> 3 "O I') 0 0 "" (.) I "1 <O I If) ./ ., > :;:; 0 ? (I) .... :, Ill I - (I) < ./ (I) .... C ., E :, 0 0 Cl .... 0 .!!!, 0 L n. c .!!1 ., 0,: L ., 3 ., -r.n .:,t. C :, i= !/ ·;:: Cl L !/ 0 Cl If) <O <O If) 0 0 0 0 ;::, r.n w (.) 0,: ::> 0 r.n w 0,: 0,: ~ ~ j,.: ci MARK ;;:: Cl I I ± :::c 1r -o,__._ _ _,__ _ _,__ _ _,__ _ _,__ _ _,___~ <0 1Z o~(/)C!) ' 1--+--ool+--+--+--+--+--+---l---oi ·J<D~'ci 8 -~.:,..>----+--«f!•I~..----+--+------II-----I l--+-.00~--~~;--+--+--+---+---+---+~-~ o•~ ~ ~i oo ,:!!: ± <7 + :S; I -ii---+----1-----1----1 t--+-~,~•+, .. --+--+--+--+---+---+-----,o f o~-~~io-~J----+-----a~~1~·--1----+----+----1 o't-..-!J ..-""". ~ ~(/) 1--+--.;-,::l~tr,:• 1---+--+--+---+---+---+____.:!=l ip • ..: ~ (i) I *;........i------1------1----1 ...... -· 'V :!( ... 00 I+-,j( IJJ 1--+--li :;=<~leJ....-"-+--+--+--+----+-==-'=~ln .. r.: f,j •• ' ' tr ~ -_-L------L----I 0----'----'1--•l-1---1----1----1--'---1---+--+-----" ' I I I I I I I 1 e· I t--+--t1-+_--+--+--+--+--+-.:::~:..eo -·n•+--J-+-+--+---+---+---'--+---+---+----.1 -S== 0.QQ-, ~,---;---;--1---;--t--1--t--+---,~ .,,,_.,-1'-+---1------1----1 I ,~ <;.'-"' Q.0 "5D I \ I ,_ ,,! I ...---t--1-\-1cl!n,~~v.!::!:·•....J_=f::_,~:!:!-•·2:s-:!::-t1--+ INV-:-1-2-:-1· • ,,,,,_1~1-i--t1t:::1:::::t-1, m :-12:s·2, __ ,____,,____,__--I--~ ' 1--1------1---+--+---+--+---1---1---1--1-1-'-l-~:N~'l-Js~,-•---1---'---L---' 65 .. ~2 L~. 2~.67 ... F. 8'" VCP / a• VI ·P t--+--+--+---+---==-+-':....=..:....+----+.o .. ~.~ l::F'.-= _:V--+---F-__:__::~-+--+--l---+---1 •· .. .., HORIZ: 1" -20· VERT: 1" -4' C1010 t--+---1---1------lf-------l--J--STA. 10+• 1 0.00 -,-51=r,1.+-=35=-tl-ct..8-.1 ... 9c.f,11,---+---+---+---■ lo n--'--D1p c . o-t1 ' --1----+--+---+---1----1----1-RPll 336-0000•,____. _ __,_ _ _,______. ---1--+--+--+--+--m-==:=....,+--+=~~~ ..... --,,____,_ _ _,_ _ _,_ _ _J_ _ _. u....- l--+--+--+--+--lll--+--+l-·1----+---+-II--J--J---1---1---1 I ••• """-' ... ...EXIST. 6" SS EXI-:TT:-8 ~-s···::,C' -±:::-111---+-H -•l---l--+11-J/---""~-'-'-1!,!._~--1 ..__.,___,____J,____,_l_. _ --0.212 1 \ / { , --:-.. u,1---£---t-l-, l--+--+--+--+--'-A J.l,_ _ _,_-1---1--ll---+-~n~J''-1 -----11-------11---1---I----I r ' /2'f ",~ I// -1--A/---+--+--+--+--+--I 1--1------t---+--+---t:-I--!-~"-"' ---l,l/,<-.,'+-;-+--+--1-----1----1---1 •• •. 6Q.1,8 ' " /1111-~·✓-l--+---l---l---l---l----l --+--+---1---1-~IN~~,➔.-=5~6.4~~9-/1··1-: 11 / __ ,___,_ _ _,_ _ __,_ _ __,_ _ __,_ _ __,_ _ _. --+---1----1-1-5.0l H.F. ~ j"~ -l------l---1I------ll-------11-------11---1----I ' . 8-!-YGP • ..!...coNJ&CIOR~Sl:IALL-'lE _ I ,-1---+--➔-t---i-----11---=1.:r.,.::::•B:....:4~~::..F:.... -1---1---1 LdCATlo'N OF EXI!; L. SE VER 6' VCP LAirERAl PRII R TO CON ,:;1 RU(j:TION HORIZ: 1" = 20' VERT: 1" = 4' 't1004 I DESIGNED BY: ROBERTSON, BRIAN 11/06/12 RECORD DRAWING 7/15 DESCRIPTION DATE APPR. I DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I I I I ' ..._ _ _,___...._fl::-'l--1---1---1---1---1---1----l----l----1----1----1-----' l--+--+--'-+--+--+--+---1-!SlA~ >-H)+ • 0,00•+----1----1---1----1 :J:A. 1 0.±..4D . .O.O '.s:r.~ 1 "' -11.1..8 1, i'-. l--+--"'-:;:+--ll-+--+--+--+--+--+--+--+--+--+--+---1 CNB MH RPT0275...!0000 0----11----1-~11--,1-------11---1---I---I---I---I---I----I----I----I-----' ----. -- I € E,C. - I Ql'I.;! • ,, ',, I ......... , l---+------11---1-l-l,-~ ...... ~ ... ~ .. -+---+---I .........._ ""''r-lo 1-----lf---f-...J.fr!--+___::,~,~~ ~ -·l-t-----t---+--+---+--+---1---1 1--=~"V~. =1:!;!0¾,--,~8~0-d,jtf--+--+-~-P'-...1--·I-1--+---+---+----1----1----1---I i"'.... I 1--+--+--+l--+--+--+--.:!!j-l...-t1 --+---+---+---+---+---+---■ I I t--+--+--+1--+--+--+--< .. \u1l+--+--+--+--+--+--+---0 t---t--t--+t--1-=!' N~V.!::1::.1 = 7.=.0~4~_)-·1±:11--+----,1---+--+--+---+--1 l----l---1---W-.,;;:3:::5;,;,; •• 5;;,:il ~L:::.F.:.!,. --l-,-1---+----1>-----1--_,_ _ _,___...____. 8 ICP ..... HORIZ: 1" -20· VERT: 1" -4' ----. .. I I . -XIS ...--. . , fTBA: ~1001 ml'! 1--+--+--+--+--11---H'-+ 1 1-I+--,:;,,--c;'3b --,f---,f--1--I---I I I \S"__....%I~ EX err. 8" SS ,__ L ... "" ..--■----+--+---+----i1--\-,_n--1-1-',IJ... •1 ... ~ 1-1--::S+=---=-0.-:-01:-1".'":7=-+--+--+--+--• ~'~'' 1,,y ---1----1---+---1---~..L!,,,..I"'--......, ~ -----,:·1 --1---1---1---1---1---' ' ......._ i l -£---__,_____.,__--1--____. , I I • I I t---t--+--,11 f-V.-6+-.-4-6 -iii-f--+--,,---aiKIST:-"1"2.,. -:,::, I INV. ffo.21 / 14.7~ LF. a• V.CP ., / HORIZ: 1" = 20' ~1006 VERT: 1" = 4' ATKINS ~' 625 The City Drive South g J \\·: ~"",_/ I Suite 200 ~ 0 0 Orange, CA 92868 "°= Phone: 714. 750. 7275 rx::, Fax: 714.750.2501 I ~ I I I I I I I STA. 10+ 110.00 STA. 1 (i)+ 13.00 STA 29• 06.01 11 ,, 413-ltllA. ::;NB t1 1, '6qr DIA:-OC-O-t1 ' 1--+--+--+--+--+--++--+-w:-'. 7P.'.Fl-34'5-00001+---+---+----<>----1 - -t:'"'-+l--+--+---1----1----1----1-----" _'-S= o.r 247 1--1----l~L.L--::,~-:'ll-tlB 'ttlT'=!,--1-1+---hr<-i:::=-"'-i='---"'~=-l---l---l---l---1 ,' \ I 'NV-"'2-r.?~,.. i t r+--+---+---+--+--+----1----1 IN'V-42.2i.--/ \ l-·t---+---+--+--+----<---1---.1 .... """ I __ u . •• I -.... .._ _ _,__ _ _,__ _ _,___~-,NV; 41~81ll,e-7t-1--1---1---1---1---1---1---1---1 8.50 LF. a• VCP HORIZ: 1" -20' VERT: 1" -4' C1003 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 16 OF 38 I I 1-- 1-- 1-- MANHOLE DETAIL @ STA. 10+00.19 1 MANHOLE DETAIL @ STA. 11+69.25 MANHOLE DETAIL @ STA. 14+19.10 MANHOLE DETAIL @ STA. 19+71.00 MANHOLE DETAIL @ STA. 18+66.74MANHOLE DETAIL @ STA. 16+01.81 C5001 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 1 2 3 6 54 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING E 0 I") I{) 0 ~ co 0 N N N ..c ., u... 8 <( Cl 0) I{) co O> L g ci:: LJ.I (f) ::, o> 3: -0 0 0 I{) (.) I I") co I I{) ./ ~ :;:; 0 ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C ::, t= ~ ·;:: Cl L ~ 0 Cl I{) co co I{) 0 0 0 0 ;::, (f) LJ.I (.) 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: r /,,___ 24" SEWER INV. 3.24 R 14" INV. 2.98 ---+--'--◄◄Ii"=--\ EXIST. 30" SEWER 2' SEWER STUB Ol/T RECORD DRAWING INV. 10.80 (l 72" DIA. MANHOLE RPT0237-0000 SCALE: 1 /2" = 1 '-o• 8" SEWER INV. 10.80 LATERAL 'N'. SEE C2003 FOR PROFILE SCALE: 1 /2" • 1 '-o• 7/15 l MARK DESCRIPTION DATE APPR. / EXIST. 30" SEWER 1 -(TO BE ABAND.) re-~~ >c:\/ I ( .. , , ... ·,·· . ,: : . '·. ·: Q ~ ~ INV. 5.74 I INV. 5.69 I HOLE -0000 ,.----24" SEWER Q DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 1h # # # }--EXIST. s• SEWER # # * CONTRACTOR SHALL VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION 8" HDPE FIELD FITTED EXIST. 6" SEWER (REMOVE INTERFERING PORTIONS AS REQ'D FOR CONSTRUCTION) SCALE: 1 /2" = 1 '-o• TO EXIST. SMH • ..... ·"' ..... ·"' ~ INV. 15.15 INV. 10.55 * CONTRACTOR SHALL VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION 24" SEWER INV. 9.30 Ct 60" DIA. OCSD DROP MANHOLE RPT0280-0000 SCALE: 1/2" • 1'-0" ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 Q Q / INV. 3.67 HOLE RPT0265-0000 INV. 3.65 /, .i---24" SEWER - 'l so· DIA. MANHOLE RPT0285-0000 INV. 4. b I --24" SEWER HOLE RPT0270-0000 INV. 4.27 SCALE: 1/2" • 1'-0" Q INV. 12.10 SCALE: 1/2" = 1•-0• Q THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 17 OF 38 MANHOLE DETAIL @ STA. 20+30.00 MANHOLE DETAIL @ STA. 25+95.16 MANHOLE DETAIL @ STA. 24+62.68 C5002 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 2 MANHOLE DETAIL @ STA. 22+83.83 7 9 8 10 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING E 0 1/) 1/) 0 ~ 01 3 "O c-J 0 0 1/) (.) I I") <D I 1/) ./ ~ :;:; 0 ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, 1/) <D <D 1/) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, LATERAL 'B'. SEE C2001 FOR PROFILE RECORD DRAWING INV. 17.77 ~,___ 24" SEWER INV. 16.31 t 60" DIA. MANHOLE RPT0290-0000 ~.----24" SEWER SCALE: 1/2" = 1'-0" INV. 28.15 1/ t 60" DIA. MANHOLE RPT0300-0000 INV. 28.01 1/ R 72" I • co .lrl 0) ~ -" - I I ,,____ 24" SEWER SCALE: 1 /2" • 1 '-0" 7/15 Q DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) t 60" DIA. MANHOLE RPT0295-0000 ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 INV. 23.24 SCALE: 1/2" = 1'-0" __ / ~-24" SEWER I I ---+--+-R 60" 1--24" SEWER I l I I l 8" SEWER I \ (REMOVE INTERFERING PORTIONS \ DROP MANHOLE INV. 38.40 AS REQ'D FOR CONSTRUCTION) ---111 I l I l J1•s· • i-;----=-..:~ INV. 33.09 I /J,___-24" SEWER INV. 31.85 t 72" DIA. MANHOLE RPT0305-0000 EXIST. 8" SEWER (REMOVE INTERFERING PORTIONS AS REQ'D FOR CONSTRUCTION) SCALE: 1 /2" = 1 '-o• Q THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 18 OF 38 MANHOLE DETAIL @ STA. 26+81.49 MANHOLE DETAIL @ STA. 29+06.00 C5003 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 3 MANHOLE DETAIL @ STA. 33+35.46MANHOLE DETAIL @ STA. 32+63.43 MANHOLE DETAIL @ STA. 30+65.00 11 12 13 1514 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING "' 3 -0 I') 0 0 Ii) (.) I I") <D I Ii) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, Ii) <D <D Ii) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, J EXIST. 8" STL SEWER {TO EXIST. MH) ~ FIELD CLOSURE PER OCSD STD. DWG. No. S-040 LATERAL 'D' . SEE C2001 FOR PROFILE RECORD DRAWING MARK DESCRIPTION /J INV. 34.28 /J,--24" SEWER 60 SD DROP MANHOLE RPT0310-0000 INV. 34.14 24" SEWER SCALE: 1/2" = 1'-0" Q /J~-24" SEWER t so· DIA. MANHOLE RPT0325-0000 INV. 50.44 24" SEWER SCALE: 1 /2" • 1 '-o• 7/15 DATE APPR. DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) LATERAL 'O'. SEE C2003 FOR PROFILE -g_ o. /J---24" SEWER INV. 41.97 o. -"-'--'-'---'""--"'r.:-....>..,_.""""- (TO BE ABAND.) ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 t 60" DIA. MANHOLE RPT0315-0000 24" SEWER * CONTRACTOR SHALL VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION SCALE: 1/2" = 1'-0" LATERAL 'E-1'. SEE C2001 FOR PROFILE Q INV. 51.91 7g'l.6"l.8" 24" SEWER SCALE: 1 /2" • 1 '-o• LATERAL 'C'. SEE C2001 FOR PROFILE /Jr----24" SEWER t 60" DIA. MANHOLE RPT0330-0000 INV. 45.D1 /J /J INV. 44.87 24" SEWER SCALE: 1/2" = 1'-0" /Jr----24" SEWER " DIA. MANHOLE RPT0320-DOOO Q LATERAL 'E-2'. SEE C2001 FOR PROFILE Q THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 19 OF 38 MANHOLE DETAIL @ STA. 42+05.54 MANHOLE DETAIL @ STA. 35+81.90 C5004 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 4 MANHOLE DETAIL @ STA. 43+50.00 MANHOLE DETAIL @ STA. 39+30.50 MANHOLE DETAIL @ STA. 44+22.00 17 18 20 19 16 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING "' 3 -0 -i-0 0 Ii) (.) I I") <D I Ii) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, Ii) <D <D Ii) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, 'ERAL 'P'. SEE :>03 FOR PROFILE ~ • -~ INV. 56.99 ~ j R 8" I /J * CONTRACTOR SHALL VERIFY LOCATION OF EXIST. SEWER LATERAL PRIOR TO CONSTRUCTION RECORD DRAWING MARK DESCRIPTION /J /J LATERAL 'P'. SEE C2003 FOR PROFILE 41"50'50" /J,___-24• SEWER INV. 55.69 NHOLE RPT0335-0000 INV. 55.62 EXIST. 8" SEWER (REMOVE INTERFERING PORTIONS ~: AS REQ'D FOR CONSTRUCTION) i{~1 /{ •. ✓ ...... •.· .. · \GJ II.· A; t II I j/ \ 177-.. II II EXIST. 18" SEWER /\(' l11 (TO BE ABAND.) I/ n't ~ #11 \\ \\ 'f.___ "I.. y) 11/---L / II II II I II wrr~oSIB~E~ABANIMHODU;:.>~ r;1C.----m~E1~~ER SCALE: 1/2" • 1'-0" Q 7/15 DATE APPR. DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) LATERAL 'F-1'. SEE I C2001 FOR PROFILE---< I INV. 60.50 I t 72" DIA. MANHOLE RPT0340-0000 24" SEWER I I 24" SEWER 59.18 R 16" SCALE: 1/2" = 1'-0" Q INV. 62.08 24" SEWER INV. 62.05 SCALE: 1 /2" • 1 '-0" ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 24" SEWER .--:; .--:; Q LATERAL 'F-2'. SEE C2001 FOR PROFILE (TO BE ABAND.) .:,w,· • .. ;:--· •. ..:: .·.• .//';/;~ """ : ~ / ' ""' ~ 24" SEWER 24" SEWER INV. 61.37 t 60" DIA. MANHOLE RPT0345-0000 24" SEWER \, INV. 61.34 SCALE: 1/2" = 1'-0" EXIST. 8" SEWER (REMOVE INTERFERING PORTIONS AS REQ'D FOR CONSTRUCTION) HOLE RPT0355-0000 Q ~ ,· "' • ~ 24" SEWER INV. 62.40 SCALE: 1/2" = 1'-0" Q THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 20 OF 38 MANHOLE DETAIL @ STA. 53+24.00 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING MANHOLE DETAIL @ STA. 54+16.64 C5005 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 5 MANHOLE DETAIL @ STA. 56+22.00 MANHOLE DETAIL @ STA. 50+24.00 MANHOLE DETAIL @ STA. 57+73.22 MANHOLE DETAIL @ STA. 46+59.43 21 22 23 26 2524 E 0 a, If) 0 ~ 01 3 "O I{) 0 0 If) (.) I I") <D I If) ./ ~ :;:; 0 ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, If) <D <D If) 0 0 0 0 ;::, (/) w (.) 0:: ::::i 0 (/) w 0:: 0:: ~ ~ j,.: ~ c::, LATERAL 'H'. SEE C2002 FOR PROFILE REMOVE INTERFERING PORTIONS OF EXIST. r---,.:.. MH, ABANDON IN PL.ACE _; EXIST. 15• SEWER 0 {TO BE ABAND.) \ /f .. · \/ # ( / # ;/J# 24" SEWER RECORD DRAWING MARK DESCRIPTION INV. 64.32 24" SEWER INV. 62.98 24• SEWER SCALE: 1 /2" = 1 '-0" INV. 64.95 INV. 64.93 SCALE: 1 /2" • 1 '-o• 7/15 DATE APPR. Q Q DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) LATERAL 'Q'. SEE C2003 FOR PROFILE -----"o EXIST. 18" SEWER (REMOVE INTERFERING / PORTIONS AS REQUIRED A FOR CONSTRUCTION)l // .• # / f 7 //,1~: :~ ( / /,/ }(J/ 24" SEWER * CONSTRUCT 5• SEWER AT SAME SLOPE AS EXIST. 8" SEWER LATERAL 'J'. SEE C2002 FOR PROFILE / EXIST. 18" SEWER /r · ~ CTo ·•-•-) l/;' / (I "\I II l JI =-------= INV. 63.91 SCALE: 1/2" = 1'-0" 8" SEWER =-------= - 24" SEWER SCALE: 1/2" • 1•-0• ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 t 60" DIA. MANHOLE RPT0365-0000 Q u u u Q rf: 1 I I ,,,,,_.-~-4\>_:'.<r<•J~-f:651;E 1~~ER ~ • :<;;f LATERAL 'I'. SEE C2002 FOR PROFILE r\ REMOVE INTERFERING PORTIONS OF EXIST. ~ ;/\._ MH, ABANDON IN PLACE _,1 .'\ )(.. 11••····.··. ;J i ;f ;J •···· I # EXIST. 18" s~v ;/ {To BE ABANo-:-r7 V 24• SEWER 24" SEWER t so· DIA. MANHOLE RPT0380-0000 INV. 65.47 \ lj INV. 66.03 R 12"- 24" SEWER • !" 0 -f... OI 8" SEWER f I f ID I b ;j INV. 64.70 t so· DIA. MANHOLE RPT0370-0000 INV. 64.69 24" SEWER SCALE: 1/2" = 1•-0• Q INV. 65.83 ,___24• SEWER INV. 65.81 SCALE: 1 /2• = 1 '-o• THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 21 OF 38 MANHOLE DETAIL @ STA. 62+50.00 MANHOLE DETAIL @ STA. 64+07.62 C5006 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 6 MANHOLE DETAIL @ STA. 61+28.66 MANHOLE DETAIL @ STA. 59+40.00 MANHOLE DETAIL @ STA. 66+48.78 MANHOLE DETAIL @ STA. 65+46.00 27 28 29 32 3130 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING "' 3 -0 <O 0 0 Ii) (.) I I") <D I Ii) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= .~ L. c::, L. ~ 0 c::, Ii) <D <D Ii) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, /f I ):: ;r EXIST. 18• SEWER .,;,I I ) (TO BE ABAND.) .__,,,,,.ii // 1// • ,,•~6~·~:..:'----J'...'._ 24• SEWER tATERAL 'K'. SEE / C2002 FOR PROFILE INV. 66.31 8• SEWER • ·""' II) t " - INV. 67.51 SCALE: 112• - 1 • o• 24" SEWER t so· DIA. MANHOLE RPT0390-0000 INV. 66.29 SCALE: 112• • 1' o• g ~t=:=:=:=:=:=::::::::::::::::::::::::EEJ DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK ll/0B/l2 RECORD DRAWING MARK DESCRIPTION 7/15 DATE APPR. I • LINE IS 2 INCHES AT FULL SIZE • I (IF NOT 2"-SCALE ACCORDINGLY) 24• SEWER Q --24• SEWER INV. 66.78 SCALE: 112• - 1 • o• Q EXIST. MANHOLE 0 BE ABAND. EXIST. 18• SEWER ( (TO BE ABAND.) /I )ti J f r r p_EXIST. 18• SEWER // 1 // (To BE ABAND.) // . . II 11 ~ I 24• SEWER I ~I ATKINS 62? The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 SCALE: 112• 1 '-o• r /I ., I SCALE: 112• • 1•-0• I I I /•--24• SEWER I INV. 67.90 / INV. 67.88 Q / 1= g // I //--EXIST. 18· SEWER II II (TO BE ABAND.) • . ii ~ I EXIST. MANHOLE (TO BE ABAND.) /- J EXIST. 18• SEWER (TO BE ABAND.) INV. 68.67 / fb. 'ct,_ '6\ $ 24• SEWER Q • QC) .-11) I;: ,-. - I 68.16 24• SEWER t so· DIA. MANHOLE RPT0400-0000 INV. 67.10 SCN..E, 1/2" • 1'--0" Q 0 PROJECT NO. 5-63 DRAWING NO. 22 OF 38 MANHOLE DETAIL @ STA. 72+31.54 C5007 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 7 MANHOLE DETAIL @ STA. 69+77.00MANHOLE DETAIL @ STA. 68+73.00 MANHOLE DETAIL @ STA. 71+04.50 33 34 35 36 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING MANHOLE DETAIL @ STA. 71+36.62 35A "' 3 -0 r--: 0 0 Ii) (.) I I") <D I Ii) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, Ii) <D <D Ii) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, EXIST. 8" SEWER EXIST. 18" SEWER n.. t ~. (TO BE ABAND.) ~I II ii · • ii (TO BE ABAND.) /)k /( 8" SEWER =-- ==-----.. -...... ...,Jt=:,t-:__-J =--=---,...__ . A-···1 EXIST. 18" SEWER //\ // ---1 (REMOVE INTERFERING ~ PORTIONS AS REQUIRED -, If FOR CONSTRUCTION) __A._ JJ R 12" SCALE: 1/2" = 1'-0" Q 24" SEWER INV. 69.43 ..---R 36" EXIST. 8" SEWER 24" SEWER SCALE: 1/2" = 1'-0" Q I ji--24" SEWER I (l 60" DIA. MANHOLE RPT0420-0000 INV. 68.73 I i--24" SEWER /) -----.i-:v EXIST. MANHOLE (TO BE ABAND.) II II EXIST. 18" SEWER i\ \~(TO BE ABAND.) ~•··· .. ••••· ~ DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 RECORD DRAWING 7/15 I • LINE IS 2 INCHES • I AT FULL SIZE MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) ~ .... I I INV. 69.01 I 11--24" SEWER I (l 60" DIA. MANHOLE RPT0425-0000 ; R 120"-+--+--------t q I R 20•----1--._,__ _ __, RPT0435-0000 ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 INV. 69.00 I ,____ 24" SEWER SCALE: 1 /2" = 1 '-o• Q 'os-s._r. ~ ~- INV. 69.69 \ INV. 70.84 ,____ 24" SEWER (TO BE ABAND.) ----- EXIST. 1 O" SEWER (REMOVE INTERFERING PORTIONS AS REQUIRED FOR CONSTRUCTION) r-1~1 I LATERAL 'L' . I I ~ I I SEE c2002 t: I JJ FOR PROFILE \_ EXIST. 18" SEWER (REMOVE INTERFERING PORTIONS AS REQUIRED FOR CONSTRUCTION) SCALE: 1/2" = 1'-0" Q INV. 71.43 10" SEWER [ EXIST. ~Sl R 60" I INV. 69.33 I I,____ 24" SEWER SCALE: 1/2" • 1'-0" Q THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 23 OF 38 C5008 DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 8 MANHOLE DETAIL @ STA. 80+89.24 39 MANHOLE DETAIL @ STA. 78+08.57 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING MANHOLE DETAIL @ STA. 75+30.81 37 "' 3 -0 <Xi 0 0 Ii) (.) ~ <D I Ii) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 !l ~ E :, 0 0 c::, L. ., 3 ., Cl) .:,{_ C :, t= .~ L. c::, L. ~ 0 c::, Ii) <D <D Ii) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, MARK 8" SEWER RECORD DRAWING DESCRIPTION 18" SEWER 18" SEWER \ 24" SEWER INV. 72.00 INV. 73.81 INV. 71.98 SCALE: 1 /2" -1' o• DESIGNED BY: ROBERTSON, BRIAN ll/06 /12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK ll/06/12 7/15 I • LINE IS 2 INCHES AT FULL SIZE • I DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) 24" SEWER g ATKINS 62? The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 INV. 72.90 . ~ .... · .. ··•··· .... · r EXIST. 18" SEWER ~'0:: ~ (TO BE ABAND.) * ~......... '-~ --1 (To BE ABAND.) CONTRACTOR SHAU. VERIFY ~ ~~ LATERAL PRIOR TO CONSTRUCTION ~ ~··•·· • LOCATION OF EXIST. SEWER ~ 24" SEWER INV. 71.22 81•15•15• SCALE: 1 /2" • 1' o• ~Mi t 60" DIA. MANHOLE RPT0445-0000 24" SEWER EXIST. 8" SEWER ~*~, \ \ EXIST. 18" SEWER --~··· . •. (TO BE ABAND.) r EXIST. 8" SEWER (REMOVE INTERFERING PORTIONS ,,s REQUIRED FOR CONSTRUCTION) 8" SEWER :.;" (i /~ /7 ~ 84" DIA. MANHOLE RPT0440-0000 I (TO BE ABAND.) INV. 70.48 ~.t---24" SEWER I ~ SCALE: 1/2" 1•-o• THESE RECORD DRAWING H oANs INNFORMATION PRov1lEDHA:f tlHEENRSPREPARED BASED OT VERIFIED THE AC • THE ENGINEER AND SHALL NOT BE RESPi~~~rf ~i THIS INFORMATION OMISSIONS WHICH MAY BE HEREINR ANY ERRORS OR AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 24 OF 38 C5008a DOVER DRIVE TRUNK SEWER RELIEF MANHOLE DETAILS 8 MANHOLE DETAIL @ STA.82+20.37MANHOLE DETAIL @ STA. 81+34.93 40 41 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING (0 0 N N N ..c ., u... ~ < Cl a, Ii) (0 Cl L ~ ci:: LJ.I (J) :::, o> 3 -0 <( cb 0 0 Ii) (.) I I") (0 J., ./ ~ :;:; C ? !l ~ I rn 5 rn .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L ., 3 ., (J) .:,t. C ~ .~ L Cl L ~ Cl Ii) (0 (0 Ii) g 0 0 ;::, (J) LJ.I (.) 0:: :::, 0 (J) LJ.I 0:: 0:: ~ ~ ./ j,.: LATERAL 'M'. SEE C2003 FOR PROFILE 24• SEWER HOLE 5-0000 TO EXIST. SMH (TO BE RECHANNEUZED) _______ ..y---1;:• ::•:::_...~,=k----"7" SEE C1010 -=,\.. 24" SEWER RECORD DRAWING MARK DESCRIPTION INV. 72.11 \ \ \ EXIST. 18" SEWER (REMOVE INTERFERING AS REQ'D FOR CON = t) = -.·::··:;~ . ?'· -· :--~.-,:--.-~::: ~---~::-~~;~ - .. " .. :-:-. ;-:;~ ~-~•:' ST. 18" SEWER 0 BE ABAND.) SCALE: 1/2" • 1' o• DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 7/15 I • LINE IS 2 INCHES AT FULL SIZE • I DATE APPR. (IF NOT 2" s -CALE ACCORDINGLY) ATKINS ~~~e T~~OCity Drive South Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 24" CMSD SEWER // ~# # # ~ \~/ /\ # '-J/ INV. 73.29 90-0·0· [ 39• STL CASING EXIST. 18" OCSD S INV. 73.09 NEUZE BOTTOM TO (TO BE REHABILITATED) i INV. 72.96 EXIST. 18" OCSD SEWER (TO BE REHABILITATED) 24" BELL-LESS VCP SEWER SCALE: 1 /2" • 1' o• PROJECT NO. 5-63 DRAWING NO. 24 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C5009 DOVER DRIVE TRUNK SEWER RELIEF OCSD STANDARD DRAWINGS 1 S-015 VALVE BOX, SURVEY MONUMENT, OR SEWER CLEAN-OUT COVER AND FRAME INSTALLATION PIPE INSTALLATION AND PAVEMENT REPLACEMENT S-010 PIPE SUPPORT BEAM ACROSS TRENCHES S-020 S-031 S-040 VCP INSTALLATION IN CASING PIPE FIELD CLOSURE FOR VCP PIPE ZONE DETAIL IN OVERWIDTH TRENCHES S-011 E a. 0 N "' 3 -0 ai 0 0 Ii) (.) I I") <D I Ii) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, Ii) <D <D Ii) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, MARK PIPE PLACEMENT OUTSIDE OF TRAVELED RIGHT-OF- WAY AND IN OPEN COUNTRY CONTRACTOR SHALL MATCH EXIST NATURAL SURFACE AND FINISHED GRADE --------- EXISTING NATURAL SURFACE I I I ' I I I I PIPE PLACEMENT IN PAVED ROADWAY SECTION NEW ABC SUBGRADE, 12" MIN. ,-NEW AC, 8"MIN. EXIST GUTTER FACE, EDGE OF PAVEMENT, OR BEGINNING OF SHOULDER IF LESS THAN 3'-0", REMOVE AND REPLACE AC PAVEMENT IN THIS 12" VARIES AREA. MATCH EXISTING - - SAW CUT OR GRIND -THICKNESS+ 1". --r-.....L---,,------,--'---H--L----, I STREET ZONE 2'-6" TRENCH ZONE l ' TRENCH WIDTH \ EXIST SUBGRADE UNDISTURBED SOIL COMPACTED SUB BASE MATERIAL, PER SPECIFICATIONS (95%). COMPACT PER SPECIFICATIONS (90%). ' l 12"MIN .,.,-------cc--,----.- PIPE ZONE FOUNDATION ! 12" MIN. LINE (TRENCH BOTTOM) PIPE --- UNDISTURBED SUBGRADE OR RECOMPACTED TO 90% RELATIVE COMPACTION. --- NO SCALE GROUT CONNECTION HOLES SPACED 8' ON CENTER IN EACH ROW & STAGGERED 4' SO AS TO OCCUR ON ALTERNATE SIDES OF CROWN. WOODBLOCK - - - - - B ED DING MATL NOTE: TRENCH WIDTH, BEDDING AND BACKFILL MATERIALS, COMPACTION AND PAVING PER SPECIFICATIONS. SHAPE BEDDING TO FIT PIPE BELLS. J -3"MIN. FLUSH BELL R.C.P. ---LEAN GROUT TUNNEL LINER PLATE OR STEEL CASING PER CONTRACT DOCUMENTS. ,~N. I 0_o.oF ____ ·_ ------~-~_KCJ'~-- TREATED 4x4 LUMBER SET SO INVERT OF SEWER CARRIER PIPE IS AT DESIGN SEWER GRADE. __ c 60' I 50• 6"MIN.- GROUT CONNECTION HOLES SPACED 12' ON CENTER IN EACH ROW & STAGGERED 6' SO AS TO OCCUR ON AL TERNA TE SIDES. OPEN CUT COMPACTED BACKFILL • ------i BEDDING MATERIAL ---++--- NOTES: 1. ( ) DENOTES METRIC SYSTEM 2. THIS DETAIL APPLIES WHEN NOT OTHERWISE SPECIFIED OR SHOWN ON THE PLANS. / 3. SOIL VOIDS CREATED BY SHORING SHALL BE BACKFILLED AND COMPACTED PER SPECIFICATION SECTION 02200. (.') ,.,. () w z ::J 0 ~ "' NO SCALE () ~ ' aw ~:;: ""I ,,: ::;; u.: !;. OVER WIDTH, 8" OR GREATER .1------4-#4 (13) REBAR PARALLEL TO PIPE WITH #4 (13) REBAR TIES 4' ON CENTER. (TYP.) s: ~ () () == -INV. ELEV . EXIST. INV. ELEV. CONSTRUCT CONCRETE SUPPORT WALL --· NOTES: T.O.P . B TYPICAL PROFILE NO SCALE 1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 0.10 FEET PER FOOT. CONST. CONCRETE COLLAR (TYP) --3"CLEAR L I-• 2. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. LANDT SHALL BE THOSE OF THE LARGER PIPE D=D1 OR D2, WHICHEVER IS GREATER. . / ----- r----,-+---, i' I • ,_ 3. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 4. OMIT REINFORCING ON PIPES 24" AND LESS IN DIAMETER AND ON ALL PIPES WHERE ANGLE CHANGE IS LESS THAN 0.10 FEET PER FOOT. 5. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCLE TIES SHALL BED + (2 x WALL THICKNESS)+ 8. I I Q/ ' NOTES: 3'-6" 6. WHEN D1 IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND WHEN D1 IS GREATER THAN D2, JOIN SOFFITS. I-t 1. ALL STEEL CASING PIPE FIELD JOINTS SHALL BE WELDED FULL CIRCUMFERENCE. 2. PERIPHERY OF CASING TO BE PRESSURE GROUTED. 3. CARRIER PIPE SHALL BE AIR TESTED PRIOR TO FILLING CASING WITH GROUT. 4. THE ELEVATIONS AND SLOPE OF THE CARRIER PIPE SHALL BE SURVEYED AND APPROVED BY THE ENGINEER PRIOR TO FILLING CASING. 5. THE ELEVATIONS AND SLOPE OF THE CARRIER PIPE SHALL BE SURVEYED AND APPROVED BY THE ENGINEER PRIOR TO FILLING CASING. NO SCALE RECORD DRAWING DESCRIPTION 7 /15 DATE APPR. 7. NOT TO BE USED FOR A SIZE CHANGE ON THE MAINLINE. 8. USE 4000 PSI (CLASS "A") CONCRETE. 9. DIMENSIONS A.B. ELEVATIONS AND SLOPES (S=O .... ) SHALL BE SHOWN ON THE PLANS. 10. THE INSIDE OF THE FIELD CLOSURE SHALL BE BARREL FORMED UTILIZING T-LOCK PVC AND ANGLE TURN BACKS AT EDGES, CAULK EDGES OF PVC. ( ) DENOTES METRIC SYSTEM DESIGNED BY· ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11/06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ' I I I ' #4 (13)@ 12" I ,.._ 3-#4 (13) l CIRCULAR TIES : TYPICAL CONCRETE COLLAR NO SCALE NO SCALE ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750.7275 Fax: 714. 750.2501 D 12" 18" 24" 36" 42" ---NEW OR EXISTING BITUMINOUS PAVEMENT AND SUBGRADE ----4000 PSI (CLASS "B") 1" AC TOP OF VALVE BOX (8" CONG PIPE), OR SEWER PIPE (SIZE VARIES) ----~ L T 12" 4" 12" 5" 12" 6" 18" 8" 18" 9" ' ' I I ' CONG ALL AROUND FRAME 8" FRAME AND COVER 1/8"± 12" NO SCALE • UNDISTURBED SOIL EXISTING SEWER 2' -MIN. 2' I MIN. I- \ ~r 1m J 6"l.____:\i-__ CONCRETE -----I__ 6" \ ENCASEMENT OF VCP \ (OR INSTALL EPOXY-LINED BANDED RUBBER ••• DUCTILE IRON PIPE W/0 \ ENCASEMENT.) COUPLINGS (TYP.) DEPTH OF COVER w O'T08' 8' TO 16' D BAR# D 3' 12" 4(13) 12" 4' 12" 4(13) 12" 5' 12" 4(13) 16" 6' 12" 5(16) 16" 7' 12" 5(16) 16" 8' 12" 5(16) 16" 9' 12" 6(19) 16" 10' 12" 6(19) 16" BEAM THICKNESS FOR TYPE II BAR SIZE FOR TYPE I AND TYPE II BAR# 4(13) 5(16) 5(16) 5(16) 6(19) 6(19) 8(25) 8(25) NO SCALE 3" MIN. CLEARANCE D -16"MIN. t~ t (TYP.) PIPE ENCASEMENT PER S-100 TYPE II NOTE: () DENOTES METRIC SYSTEM. THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 25 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F C5010 DOVER DRIVE TRUNK SEWER RELIEF OCSD STANDARD DRAWINGS 2 C W O ES R DS E DROP MANHOLE CONNECTION TO STANDARD MANHOLE S-051 S-053 S-056 STANDARD MANHOLE FRAME AND COVER PVC LINER AND GAS FLAP INSTALLATION AT LATERALSS-054BOLTED MANHOLE FRAME AND COVER CROSS SECTION S-055 MANHOLE ADJUSTMENT TO GRADE #6 @ 12" EW 60" 72" 84" 27"-36" 39"-54" 8"-24" PIPE SIZE (I.D.) 8" 7" 36" 36" 48" 32" AB 6" C 36" D 24" I.D. C B 12" MIN. CONCRETE ENCASEMENT 6" MIN. THICKNESS IN UNPAVED AREAS S-050PVC LINED MANHOLE FOR SEWERS RECORD DRAWING E a_ co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 ci 0 tO (.) I I") co I tO ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I (.) 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: i 12" MIN 24" MAX z ~ ,., NOTE: ' i ' i ' i Cl 6 0 -12" I- @--- 12" MIN - 1. MANHOLE DEPTH GREATER THAN 30', DIMENSION A 'A' PER PLANS. SEE PLANS FOR PIPE SIZES OVER 54". 2. MANHOLE BEDDING SHALL BE THE SAME THICKNESS AND CLASS AS THE PIPE BEDDING. DIAMOND TREAD PATTERN --- A 0 8"MIN. 0 t 3" LETTERS (TYP.) A <>t-----------,h"'"71~------/'-(1) 1" DIA. VENT (1) OPEN PICKHOLE • 1"-: I I I ti, - NOTE: HOLE LOCATED 45' FROM OPEN PICK HOLE (4) 1" DIA. HOOK HOLES@90 PLAN OR (3) 1" DIA. HOOK HOLES @ 120 40" 38" FRAME 37 -3/4" LID J / L___STACKING LUG (3)@ 120' APART (OPTIONAL) 36" 38 1/2" 47 1/2" SECTION A-A :i ~ I - ~ 11/2" ' i CQS I ' 6" 1. COVERS SHALL BE TRAFFIC GRADE. ALL CASTINGS SHALL BE COMPLETELY PAINTED WITH 6 MILS. "COAL TAR EPOXY" OR ASPHALT EMULSION, AND LETTERED "MADE IN COUNTRY OF ORIGIN", MARKED WITH MANUFACTURER'S IDENTIFICATION "HEAT NO. ", "ASTM A-48", AND "CLASS 35B IRON" ON UNDERSIDE OF COVER WEIGHT OF COVER SHALL BE 300 LBS. MIN.', WEIGHT OF FRAME SHALL BE 275 LBS. MIN.' 'ACTUAL WEIGHTS SHALL BE BETWEEN 95-110% MINIMUM. NO SCALE ALIGNMENT MARKS (BOLTED COVERS ONLY} A L BLIND LIFTING POCKET (2 EA) SEE DETAIL BOLTED COVER 8 PLACES (TYP.) _/ 1/2" X 1 1/2" lYPE 316 S.S. HEX HEAD MB. USE WITI-I 1 /8" X 1" RUBBER GASKET GLUED TO FRAME -~ .. NOTE: 1. COVERS SHALL BE TRAFFIC GRADE. NOTES: 0 MANHOLES SHALL HAVE 4000 # (CLASS "A"), CONCRETE BASES WITH #6 (19 MM) BARS@ 12" E.W. SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQUAL TO THE AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CLASS IIN CEMENT. 0 THE COMPLETE CONCRETE CHANNEL SHALL BE CONSTRUCTED WITH FORMS AND PVC LINED. WHERE PVC LINED RCP IS USED, THE CHANNEL LINING IS TO BE INSTALLED TO THE SAME DEPTH AS THE RCP LINING. WHEN APPROVED BY THE ENGINEER, THE NEW OR EXISTING MAIN LINE MAY BE USED FOR THE CHANNEL. PIPE ABOVE SPRING LINE SHALL BE REMOVED BY SAW CUTTING. THE REMOVED SECTION LENGTH SHALL BE EQUAL TO THE MANHOLE SHAFT INSIDE DIAMETER. 0 MANHOLE SHELVES SHALL BE SLOPED 1/4" PER FOOT TO CHANNEL. INSTALL NON-SKID SURFACE ON PVC LINER OVER THE COMPLETE MANHOLE SHELF ON BOTH SIDES OF MAIN CHANNEL PER THE SPECIFICATION OR APPROVED LINER MANUFACTURER RECOMMENDATIONS. 0 INSTALL AT LEAST TWO LATERAL INLET PIPES IN THE MANHOLE BASE AS SHOWN. IF NOT SHOWN, LATERAL PIPING SHALL BE 8" VCP AT 90' TO THE MAIN CHANNEL AND SLOPED AT 1/4" PER FOOT FROM THE OUTSIDE OF THE MANHOLE BASE TO THE CHANNEL. WHERE THE CHANNEL ANGLES MORE THAN 45' TOWARD A SIDE, THAT SIDE LATERAL IS NOT REQUIRED. 0 THE SOFFIT OF ALL LATERAL PIPES SHALL BE AT THE SAME ELEVATION AS THE MAIN PIPE SOFFIT. ALL LATERAL INLETS 12" DIAMETER AND SMALLER SHALL HAVE PVC WELDED GAS FLAPS INSTALLED PER DRAWING S--056. IF THE MAIN LINE SIZE IS LESS THAN 39 INCHES, LATERALS WITH GAS FLAPS SHALL BE RECESSED 12 INCHES FROM THE MAIN LINE WITH A TROUGH IN THE BENCH SLOPING TO THE MAIN CHANNEL. PVC TIJRNBACK ON VCP SHALL BE A MINIMUM OF 6". © ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE VCP PLUG INSTALLED IN THE BELL END OF THE PIPE WITH RESTRAINT SUFFICIENT TO WITHSTAND LEAKAGE TESTING. PIPE OVER 21" SHALL USE A BRICK AND MORTAR PLUG. 0 EACH MAIN LINE OR LATERAL CONNECTION TO THE MANHOLE BASE SHALL HAVE TWO EACH, TWO FOOT JOINTS. © MANHOLE SECTIONS AND GRADE RINGS SHALL BE REINFORCED, MADE FROM CLASS IIN CEMENT AND CAST WITH PVC LINER PLATE ON INSIDE. ECCENTRIC CONE SHALL BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE. ECCENTRIC REINFORCED CONCRETE FLATTOPS MAY BE USED WHEN APPROVED BY THE ENGINEER. © THE KEYLOCK JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1¼-INCH SQUARE BEADS OF RAM-NEK BY HENRY COMPANY, KENT-SEAL BY HAMILTON KENT, OR APPROVED EQUAL. THE MASTIC BEADS SHALL BE PLACED ON THE OUTSIDE SHOULDER OF AND IN THE GROOVE. APPLY A6" MINIMUM WIDTH OUTSIDE JDINT WRAP, RUB'R-NEK BY HENRY COMPANY, SEAL WRAP BY SEALING SYSTEMS, INC., OR EQUAL, TO ALL SHAFT JOINTS. GRADE RING JOINTS SHALL BE MORTAR. @ INSTALLATION OF PVC LINER PLATE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 06620 OF THE SPECIFICATIONS. USE WELDING STRIPS AT PVC JOINTS, A PREFORMED CORNER WELDING STRIP AT THE BASE JOINT AND A CONTINUOUS PREFORMED CORNER AT THE TOP GRADE RING AND FRAME JOINT TO THE SECOND GRADE RING. @ INSTALL FRAME AND COVER PER STANDARD DRAWING S--055. ADJUSTMENT SHALL OCCUR USING MORTAR BETWEEN FIRST AND SECOND GRADE RINGS. THE FRAME SHALL COMPLETELY BEAR ON PVC. CAULK THE JOINT BETWEEN THE FRAME AND THE PREFORMED PVC CORNER AT THE TOP GRADE RING WITH SIKAFLEX 1A OR EQUAL. @ PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN. SEE DRAWING S-055. MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED GRADE. @ MANHOLES IN INTERSECTIONS SHALL HAVE BOLTED COVERS. @ VACUUM TESTING SHALL BE PERFORMED PERASTM C-1224 UNLESS NOTED OTHERWISE. @ MANHOLES SHALL BE BACKFILLED WITH 1 1/2 SACK SAND/CEMENT SLURRY TO STREET ZONE OR AS REQUIRED BY LOCAL AGENCY. THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR NO SCALE PLAN Cl -.AJ-i' '.:1~)_ ·-JI ::, RAISED DIAMOND TREAD 3" TALL LETTERS -1 " TALL LETTERS A J 1 " DIA. LIFTING HOOK (3 0 120 DEG. OR 4 0 90 DEG,)7 I"-------~- SECTION A-A 316 S.S. HEX. BOLTS -RUBBER COMPOSmON GASKET (1" X 1/Bj GLUED TO FRAME BOLTING/SELF-SEAL DETAIL OMISSIONS WHICH MAY BE HEREIN AS A RESULT. ALTERNATE: CONCRETE COLLAR, TO GRADE (BLACK MIX) T-LOCK RIBS OUTSIDE MORTAR JOINTS NEW OR EXISTING CONE PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) NOTES: ,-MANHOLE FRAME AND i COVER PER S-053 OR S-054. AC PER PLANS. VERIFY REQUIREMENTS OF GOVERNING AGENCY CONCRETE COLLAR 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. 3. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER, AND TEST LINER FOR PINHOLES AS APPROVED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY GOVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK-SETTING CONCRETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 2. ALL CASTINGS SHALL BE COMPLETELY PAINTED WITH 6 MILS. BITUMINOUS PAINT AND LETTERED "MADE IN COUNTRY OF ORIGIN", MARKED WITH MANUFACTURER'S IDENTIFICATION "HEAT NO. , "ASTM A-48", AND "CLASS 35B IRON" ON UNDERSIDE OF COVER. WEIGHT OF COVER SHALL BE 325 LBS. MIN., WEIGHT OF FRAME SHALL BE 270 LBS. MIN. ACTUAL WEIGHTS SHALL BE+/-5 PERCENT OF THE MINIMUM. 3. BOLTED COVERS SHALL BE INSTALLED AT ALLINTERSECTIONS. 4. PROVIDE 6' RIM IF REQUIRED FOR ADJUSTMENT TO GRADE. 5. THE GAP BETWEEN THE COVER AND THE RING SHALL BE APPROXIMATELY 1/8' AROUND THE ENTIRE CIRCUMFERENCE AND SHALL NOT BE GREATER THAN 1/4" WHEN THE COVER IS SLID TO ONE SIDE. NO SCALE 5. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. NO SCALE DESIGNED BY· ROBERTSON, BRIAN 11/06/12 ATKINS RECORD DRAWING 7 /15 MARK DESCRIPTION DATE APPR. DRAWN BY: VARGAS, MARK 11/06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750.7275 Fax: 714. 750.2501 NOTES: -.,-TOP OF PAVEMENT STANDARD MANHOLE _ --STD. 2-BELL 'T ~ --INCOMING LATERAL CONCRETE CONSTRUCTION JOINT AS REQUIRED, TYP. -STD. 90' BEND 1. SEE DETAIL S-050 FOR STANDARD MANHOLE. 2. CONCRETE FOR DROP SECTIONS SHALL BE FORMED . 3. ALL MANHOLE PENETRATIONS SHALL BE MADE BY CORE DRILLING. INTERIOR COATING SHALL BE REPAIRED. PVC LINER SHALL BE REPAIRED WITH 6" TURN BACK AT ALL PENETRATIONS. GAS FLAPS SHALL BE INSTALLED AT ALL PENETRATIONS 12" OR SMALLER (SEE STD. DRAWING S-056). 4. DROP MANHOLE CONNECTION SHALL BE USED ONLY WHERE SLOPE OF LATERAL INCOMING TO MAIN SEWER WOULD EXCEED 10% AND ONLY WITH APPROVAL OF THE ENGINEER. NO SCALE ON THE GAS FLAP. -~ ... •, •,. I 4" TYP. ALL ARO ' ••·· ... l UN□ ___fl_ "' ,, --- ~ u ... .... ,. .. " . .... ... -M.H. SHELF ---WELD GAS FLAP TO P.V.C. LINER WITH 1" WELD STRIP. i ~ ' I -~ - GAS FLAP -i ' I... .. WELD ALL AROUND POCKET. 4" -C: -., :::J .. ,.... ,....· ...... ---P.V.C. LINER 1\. (, -j-----,,· -c-----'c-'--T" I ,\,- " " I I I WELD GAS FLAP TO P.V.C. LINER. -----~ P.V.C. LINER I SEE NOTE I WRAP P.V.C. LINER AROUND V.C.P. AND I SECURE WITH ST STL BAND RING WITH '/ VIEW C-C NOTTO SCALE 2"WELD 1/8" x 1" FLAT STEEL BAR SEALED IN P.V.C. PLACE LOOSE FITTING P.V.C. GAS FLAP ON ALL LATERALS W/ T-LOCK STRIPS TDWARD INSIDE M.H. EXIST. PIPE 2" WELD STRIP I TAKE UP BOLT. C ____J L _________ _ NOTES: 1. FOR INSTALLATION AT EXISTING M.H. REMOVE INTERFERING CONCRETE AT END OF EACH LATERAL AND EXTEND VCP VCPAS SHOWN. GROUT IN PLACE. EXTEND PVC M.H. LINER OVER GROUT AND INSTALL GAS FLAP AS SHOWN. 2. FOR MANHOLES WITHOUT PVC LINER, ATTACH GAS FLAP WITH 1/4' x 1" ST. STL. FLAT BAR AND 3 ST. STL CA. 3. PROVIDE GAS FLAPS FOR ALL LATERALS 12" AND LESS, UNLESS OTHERWISE SPECIFIED. NO SCALE PROJECT NO. DRAWING NO. 5-63 26 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7001 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 1 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0 10 10 20 10 20 0 10 SEWER BYPASS NOTES E a. <O IN .. ~ <O 0 IN N IN ..c ., u... 8 <( Cl 0) tO <O O> L g ci:: LJ.I (f) ::, o> 3: -0 0 0 " (.) I I") <O I tO / ~ :;:; C ? (I) .... :, ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 ,!!!, e n_ L ., 3: ., (f) .:,{_ C :, t= ~ ·;:: Cl L ~ 0 Cl tO <O <O tO 0 0 0 0 ;::, (f) LJ.I (.) 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' VERTICAL 1 " = 4' ~-!----i--+--1----1--+-+-H,1-+-+-+-+-+-+-+-_l-l_-+--+---.-f ,!---+--+--~---+-+-+-+-+-+-l--+-+-+-+-+--+-+-+-+-+-+-I~ .. ss ' 1-+--+--+--+--+--+--+--+--+-t~r 1--+-+-+-+-+-+-+-+--+-<l :"l---1"----t---tt=-:i::-ckl::l-~==1e.....,1-1-1 1-+--+--+--+--+--+--+--+--+-l;> "' \\\ 1\1 ,\1 "I 'I \,\ \,, \ 1\1 ,\1 RECORD DRAWING ~\ '\' 'I ,, I Ii\ ' Ii\ '111 I ·i1 ' 1'1 cl , ' I' SUCTION MH FOR CON i. N 10+50 ·= . O' __ ,, ' ' • ' ' PACIFIC COAST HWY m PACIFIC COAST HWY 7/15 DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) ' j -1s+0o» ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714,750, 7275 Fax: 714.750.2501 - R/W ~ CD ® 0 THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY FLEXIBLE HOSE INLINE WITH PROPOSED MANHOLE CHANNEL. CONSTRUCT REMAINING PORTIONS OF MANHOLIE BASE. REMOVE HOSE AFTER CONCRETE IS CURED. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO EXISTING SEWER WITH TEMPORARY FLEX PIPE. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. CONSTRUCT MANHOLE BASE. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. @ SHALLOW BURY DISCHARGE PIPING . 0 120 SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 27 OF 38 C7002 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 2 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 10 20 30 40 20 30 10 20 30 40 20 30 SEWER BYPASS NOTES NOTES: A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING E a. O> N ~ "' 3 -0 c-J 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, PROFILE SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 4' RECORD DRAWING MARK .. Q! 7/15 DESCRIPTION DATE APPR. B"·-h 21•00 DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) -.. • 22+00 ' • .83 ()()() , . ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 , , I , • . ' VS .PARK ~...:':...:...· _,,:;_,· _....:!,_.I:!i,~_.:.:..illiii,;;;;~lli,,.:,--:..._--/':,,., CD ® 0 THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY FLEXIBLE HOSE INLINE WITH PROPOSED MANHOLE CHANNEL. CONSTRUCT REMAINING PORTIONS OF MANHOLE BASE. REMOVE HOSE AFTER CONCRETE IS CURED. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO EXISTING SEWER WITH TEMPORARY FLEX PIPE. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAIP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. 1. OCSD TO NOTIFY 120, 124, 128, 200, 204, AND 208 KING'S ROAD. 2. OCSD TO NOTIFY 212, 216, 220, AND 224 KING'S ROAD; NOTIFY BUSINESS AT 601 DOVER DRIVE . SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 28 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7003 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 3 26+00 27+00 28+00 29+00 30+00 31+00 32+00 30 40 50 60 40 50 30 40 50 60 40 50 SEWER BYPASS NOTES NOTES: "' 3 -0 I') 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, RECORD DRAWING MARK 27+00 7/15 DESCRIPTION DATE APPR. tl ,, r DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 8 ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I_ THIS SEWER BYPASSING PLAN IS CONCEPTUAL A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. 1. OCSD TO NOTIFY 745 AND 747 DOVER DRIVE: 1501 16TH STREET. SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 29 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7004 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 4 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 50 60 60 70 60 70 50 60 SEWER BYPASS NOTES NOTES: E a_ If) "') ' . ~ <O ~ 0 "" c-J "" -" ., u.. ~ < Cl Ol If) <O ~ o> L ~ tic w r.n - ::> o> 3 'U -i-0 0 " (.) I "') <O I If) ./ ., > :;:; C ? (I) .., :, Ill I - (I) < ./ (I) .., C ., E :, 0 0 Cl .., 0 .!!!, 0 L n_ c .!!1 ., 0,: L ., 3 ., -r.n .:,t. C :, t= !/ ·;:: Cl L !/ 0 Cl If) <O <O If) 0 0 0 0 ;::, r.n w (.) 0,: ::> 0 r.n w 0,: 0,: ~ ~ j,.: ci ;;:: Cl I I I I ' ' ' ' ' st-A-;-t--3-"f35-:f4:c PROFILE SCALE: " · ,w; 0-1000E s:i=A~9• -.3G>;S .... ~--+--+--+--+--+--+--+--f--+--+--l---+-4--+---+--+-............ := HORIZONTAL 1" -40' 1-·t--..,<_ il;a-;l~rl.~~-~12"-++-~6"'3.t-4.-=-_;f--l----11--!--+-+-+-+H--,J...4--+-+-+-+-+--+-+-+-+-+-+--l--l--+-+-+-+-+--+--+-+-+--l---l--l---al--!---l----+--l--l--+--+---l---l-+--l---l--l--!---l---l--1--1--l--l---1---1---1-+-tc"L~' '3¼( l=i D0O,-1--+--+--+--+-+-+--+--+---,f--l--+--+----+--+--+--+-11 -- VERTICAL 1 " 4' ,-r ·, ,· ·2_5"±n -,Q • I-- .,__+--t---,f--+--+--l---+-4--+---+--+--+--+--+--•----''--1--+-_,_-1---1---,___.--+ 1-+-+-+-+-+-+-+-+-+-+-+-~i ~ : I I I I I , ' ■l I RECORD DRAWING 7/15 MARK DESCRIPTION DATE APPR. I 7 I -, ' I ' ' DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) I s:i; . rla+s . . - e: " _, rr,:oo ... E . . ' ' . i: ~ ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I I I ,. ' ,. . . i=JR1---1---1--1---1--1----1--11 -•,+--l---l-1-.-1---1--1--+--l----l--l-z :l!· __ i=t=ti=t=t=t=I ~-S!-- + I 11 1_1_ L._. • J'I -· I CD ® 0 © © 0 © ® @) I THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET GOOO3. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY FLEXIBLE PIPE INLINE WITH PROPOSED MANHOLE CHANNEL. CONSTRUCT REMAINING PORTIONS OF MANHOLE BASE. REMOVE HOSE AFTER CONCRETE IS CURED. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. CONSTRUCT MANHOLE BASE. INSTALL BYPASS PUMPING SYSTEM. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140 . 1. OCSD TO NOTIFY 747 DOVER DRIVE. 2. OCSD TO NOTIFY 801, 833, AND 881 DOVER DRIVE . 0 4.:,_0_ 80;:;__ __ _;_:;120 7 SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 30 OF 38 I I-- 1--- I-- I-- A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7005 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 5 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 70 80 70 80 60 60 40+00 SEWER BYPASS NOTES "' 3: -0 I{) 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3: ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, 8 RECORD DRAWING MARK ~, I 7/15 DESCRIPTION DATE APPR. DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) _._..,. =,- DOVER DR ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 WESTCLIFF DR CD ® 0 © 0 ® THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. CONSTRUCT MANHOLE BASE. 0 SCALE: 1" = 40' 120 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 31 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7006 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 6 49+00 50+00 51+00 52+00 53+00 54+00 55+00 70 80 70 80 60 60 48+00 SEWER BYPASS NOTES NOTES: "' 3 -0 <O 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,{_ C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, PROFILE SCALE: HORIZONTAL 1" = 40' VERTICAL 1" = 4' :::,,1----= ~=t+--+--+--+--+-+-+-+-+-+-t-t----,t----,---t---t--+--+--+--+--+--+--+---+---+--+---+~ ·~~l---+---+--+--+--+--+--+---+-+--+--+--+---+---+-+--1--+--+---+--+-+--111 a::::::t:=t=::l=t=U=:1=;1= --""- --- RECORD DRAWING MARK DESCRIPTION I ' NOTE 1 WESTCLIFF DR 7/15 DATE APPR. DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) CORNWALL LN ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I I THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CD 0 © ® 0 © @) CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. CONSTRUCT MANHOLE BASE. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140 . 1. OCSD TO NOTIFY 1001, 1003, 1005, 1007, 1009, AND 1011. COORDINATE WITH CITY TO DETERMINE IF ADDITIONAL SINGLE FAMILY ATTACHED ARE TRIBUTARY TO SEWER LATERAL. SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 32 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7007 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 7 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 70 80 70 80 55+00 SEWER BYPASS NOTES NOTES: "' 3 -0 r--: 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,t. C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, PROFILE SCALE: ~:::J==±=±=t=t=:::l==±=i=t:::Jt==±=±=t=t=:::l==±=i=t=1~=1=+=i=l=:::l=+=+=t==1~=1=+=i =l==1=+=+=t=l==l=+=+=l==11==1=+=+=i==!=+=+=t==11==1=+=+=i==!=+=+=+=i==!==t==t==1==1=+=t=+=1==1==t==t==E:::Jt=t=±=t=t:::l::::=1::::f ::::E::::t3::::3:::::f::::E:::1::::=1=13 HORIZONTAL 1" = 40' Ft-~;:::j:=:!:=t=t=~=i=:l:=~:::Jt==~=:!:=t=t=:::J=:j:=:l:=~:::Jt=:+==l==:l:=~:::J=:+=+=t=:::1t=:+=+=:l:=~=1=:+=+=t==~=1=:+=+=:j::::ji==l=+=t==~:::j==t=+=tj l==l=+=+=~:::j~=t=+=t=~=l=:t=±=tj::::j::::±::::f::::tj==':::::±::::tjtj::::f::::t::::tj:=j:=i :=t=t3::::3::=t=Ej::::j:=f::I VERTICAL 1" = 4' t- MARK ___,.. .......-- .. CUMBERLAND LN ETON PL ' I . 8 "3 ":::-=--;:=;;--:::--:-=:: -==-=--~-"",-.~~- w 8 • RECORD DRAWING DESCRIPTION --------------------------------·--....:-~-- ~ , / ·, / 0 ----- --~c-•~c -~o•-s~c-=~• ~ca7_~ •-~, --~---~-a ~ --ce---_cc . 7/15 DATE APPR. DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ETON PL ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 l ij] KENT LN 8. 0 ® © © 0 © @) THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. CONSTRUCT MANHOLE BASE. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. 1. OCSD TO NOTIFY 1500, 1501, 1508, 1509, 1516, AND 1517 CUMBERLAND LANE . 2. OCSD TO NOTIFY 1600, 1601, 1606, 1607, 1614, 1615, 1620, AND 1621 KENT LANE. SCALE: 1" = 40' 120 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 33 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7008 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 8 64+00 65+00 66+00 67+00 68+00 69+00 70+00 70 80 70 80 63+00 SEWER BYPASS NOTES NOTES: "' 3 -0 <Xi 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) +' :, Ill I (I) 5 (I) +' C ., E :, 0 0 c::, +' 0 .!!!, e n_ '--., 3 ., Cl) _:,,t_ C ::, t= ~ ·;:: c::, '--~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, _.=6filL - 1--+--+--1--1--1-----,1-----,-1---"1c,e__•--+--+--+--+--+---+---+---+--+--+--+--+-----t-----t----t----t----i-------i-----i------i-----t--.;-.,..--i----,--ll----1----1--+-+-+-+-+-+-+--+--+-+-+-+-+-+-+-+-+-+-t-t-HH --t-+-+-+--"'F~-S' --1-+--+--+--+--+--+--+--+--+-rri-1 +--+--I-' - RECORD DRAWING 7/15 MARK DESCRIPTION DATE APPR. :I ----------------------•• ,...r,r-,_ HARROW PL • § • -! • _ -«m-\"'~69+_0~ ~..-i "u ; - - - -------=-=--=--=-=-= =- DOVER DR ~==::-.=;-:=:-:ss:+®::-::;-~:-=:=~=-~-;:--;==.-J;:~_..,,,,1:,:: •• ~::~~="' , ... ~~ ~ li:\ DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 I THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. 0 ® 0 © © @ CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN MANHOLE. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. CONSTRUCT MANHOLE BASE. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. 1. OCSD TO NOTIFY 1600, 1601, 1606, 1607, 1612, AND 1615 HARROW PLACE. 2. OCSD TO NOTIFY 1329, 1332, 1333, 1337, 1338, 1341, 1344, 1345, 1349, 1350, 1353, 1357, AND 1358 SUSSEX LANE . SCALE: 1" = 40' 120 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 34 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7009 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 9 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 70 80 70 80 70+00 SEWER BYPASS NOTES NOTES: "' 3 ""O ai 0 0 " (.) I I") <D I I[) ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 c::, .... 0 .!!!, e n_ L. ., 3 ., Cl) .:,{_ C :, t= ~ ·;:: c::, L. ~ 0 c::, I[) <D <D I[) 0 0 0 0 ;::, Cl) w (.) 0:: ::::i 0 Cl) w 0:: 0:: ~ ~ j,.: ~ c::, PROFILE SCALE: .--HHH-----t-----t-+---t----t----t--t--t-t-t-HH--t--t-+-+---t-++-+--t-t-t--H--+--t-+-+-++++-+-+--l-HH--+-+-+-+-++--l-+-+-+-+-l----l--+--+-+-+--l--+--l---1-+--I--I-Wl-l--+-----1------l----l---l--l----l=::r:=:::r::=l==i:::=i::=:J□=r=r=r:::r:::r:::::J HORIZONTAL 1" = 40' t-H HH----t---t---t----t----t---t--t-+-t-t-HH--t--t-+---t----t-+++-+-t-t-H--+--t--t-+++++-+-+--I-HH--+-+-+-+++++-+-+--l-l------l--+--+-+-++++++=+=+=i::::=ir=J=:+=l==+++++:::i=+=+=+=i:::=1r:::::::!=!=t=t:1=t:::J VERTICAL 1" = 4' RECORD DRAWING MARK DESCRIPTION 2 RR Q1+--+--+--+--+-+-+-+-+-+--+--.-.----1---1--+--+--+--+--+-----1------1------1--.. -,11----,f----+-----l-<,-..l---l---l-~l--l!I I I _I_ ' ' ' MARINERS DR 7/15 DATE APPR. __ ..,...... __ DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) 74+00 DOVER DR 75+00 ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 -414--+--1---l---1---1---1---1---I--I--II -----Q -,~--+-+--~ +-+-+-----+-+--.. 1---+----+----+--1-----1----l~,~- j ...-: -~::" ,,-iz--, . ~-:;,.,--...... _:; ..... , Cb 0 0 0 THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY FLEXIBLE PIPE INLINE WITH PROPOSED MANHOLE CHANNEL. CONSTRUCT REMAINING PORTIONS OF MANHOLE BASE. REMOVE HOSE AFTER CONCRETE IS CURED. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO EXISTING SEWER WITH TEMPORARY FLEX PIPE. © CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. INSTALL BYPASS PUMPING SYSTEM. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. TEMPORARY BYPASS PUMP PIPING IN TRENCH WITH STEEL TRAFFIC PLATES RECECESSED INTO PAVEMENT OR TRAFFIC ROAD CROSSING ENTRANCE/EXIT RAMP PER DETAIL 2 ON SHEET C7012. 1. OCSD TO NOTIFY 1801, 1807, 1815, 1821, 1827, 1901, 1907, 1915, 1921, AND 1927 MARINERS DRIVE. 2. OCSD TO COORDINATE WITH CllY TO CLOSE PARK RESTROOM . SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 35 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7010 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASSING 10 79+00 80+00 81+00 82+00 70 80 70 80 SEWER BYPASS NOTES DETAIL 1 -- STEP 3 STEP 2STEP 1 co 0 N N N ..c ., u.. 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 ci 0 " (.) I I") co I tO ./ ~ :;:; C ? (I) .., :, Ill I (I) 5 (I) .., C ., E :, 0 0 Cl .., 0 .!!!, e n_ L ., 3: ., (f) .:,{_ C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I (.) 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: PROFILE SCALE: HORIZONTAL 1" = 40' 1--+-f----lf----l---+--+--+--+--+--+--+--+-+--+--+--+--+--+--+--+--+--+-+-+-+-+--+--+--+-f----lf----l---+---+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+--+---11 VERTICAL 1 " = 4' RECORD DRAWING 7/15 MARK DESCRIPTION DATE APPR. -" - + SUCTION MH FOR CONST. BTW • ~~a.• --1c-r--___J AN0=,8-,!-+-Z~---= ' Lt DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ®M,1 --+--+--+--+--+--+--+--+-+-I+1-+-+--+--+--+-t---,_. • 1·,~--+--+--+--+--+--+--II . ,,,,-,>--+--+--+--+---+---+--- --,· IRVINE AVE 82+00 I 11[ I 11 11 111 ss @ ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 0 ® 0 E MH '-'"' _:::< ·- CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY FLEXIBLE PIPE INLINE WITH PROPOSED MANHOLE CHANNEL. CONSTRUCT REMAINING PORTIONS OF MANHOLE BASE. REMOVE HOSE AFTER CONCRETE IS CURED. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO EXISTING SEWER WITH TEMPORARY FLEX PIPE . © CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. INSTALL BYPASS PUMPING SYSTEM. CONNECT NEW SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. [I - DISCHAR E MH JOIN NEW SEWER SUCTION MH EXISTING SEWER TO BE REHABILITATED WITH LINER NOT TO SCALE 0 THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. SCALE: 1" = 40' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 36 OF 38 A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7011 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASS DETAILS 1 DETAIL DETAILDETAIL STEP 1 STEP 2 STEP 3 STEP 1 STEP 2 STEP 3 STEP 4 STEP 1 STEP 2 STEP 3 SEWER BYPASS NOTES 1 2 3 STEP 4 E a. OC) ,.. .. - <O 5 N N N D ., u.. ~ < D a, LO <O -a> L g 5 r-.. u I "' <O I LO / ~ :;:; 0 ? II) ~ ::, [Il I II) 5-11) ~ C ., E ::, u 0 D L ., 3 ., (/) .,, C ::, ~ L ~ 0 D LO <O <O LO 0 0 0 0 / (/) w u er :::> 0 (/) w er er ~ ; ;;.: MARK 2 Ii I 1Li -1---t~ i' :' \ __ ~:•:;~~=~}(~~= =-~·,~ =~ ~;- '., 1 I I I 1T7 TRANSFER FLOW TO NEW SEWER -.. REMOVE AND REPLACE SEWER THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. RECORD DRAWING 7 /15 DESCRIPTION DATE APPR. NOT TO SCALE C7001 0 0 0 0 © 0 ® @ ' I I 1 , I I ' I • . ~ --• ---1-- --=I!.._-==-= :::1-~ ~ -- I ,J CONSTRUCT MANHOLE BASE AROUND EXISTING SEWER. REMOVE EXISTING SEWER WITHIN NEW MANHOLE. INSTALL TEMPORARY FLEXIBLE HOSE INLINE WITH PROPOSED MANHOLE CHANNEL. CONSTRUCT REMAINING PORTIONS OF MANHOLE BASE. REMOVE HOSE AFTER CONCRETE IS CURED. INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. INSTALL BYPASS PUMPING SYSTEM. COORDINATE SEWER SHUTDOWN NOTIFICATION WITH OCSD PER SPECIFICATION SECTION 01010 AND 01140. @ INSTALL TEMPORARY MANHOLE __,,_-___ , ,, ,,_ r------ ~ '---~~-----~-----~~-----~-----~ DESIGNED BY: ROBERTSOl<I, BRIAN 11/06/12 DRAWN BY: VARCAS. MARK 11/06/12 CHECKED BY: YAVAS, CENK 11/06/12 I ,. LINE IS 2 INCHES .. I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) ----- . /' ---. x----:--~·-~',----- - -__:-~=---_]--- ---------- ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fox: 714.750.2501 NOT TO SCALE C7009 REMOVE AND REPLACE SEWER SUCTION MH FOR CONST. OF LATERAL 'H' I n ,, I 17 1' * DISCHARGE MH FOR CONST. OF LATERAL 'H' REMOVE AND REPLACE SEWER NOT TO SCALE REMOVE AND REPLACE SEWER C7005 ----- REMOVE AND REPLACE SEWER I n -----~ REMOVE AND REPLACE SEWER ----- '' _-_ ~ ----- -. F//' . " : ; ~,. ~-~~ ~}-- ,___ BUILD LATERAL THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 37 OF 38 A A 1 ORANGE COUNTY SANITATION DISTRICT 2 345 678910 B C D E F RECORD DRAWING C7012 DOVER DRIVE TRUNK SEWER RELIEF SEWER BYPASS DETAILS 2 DETAIL STEP 1 STEP 2 STEP 3 STEP 4 DETAIL PLAN SECTION NOTES: SECTION A 4 2 TEMPORARY BYPASS PUMP SCHEDULE SEWER BYPASS NOTES co 0 N N N ..c ., u... 8 <( Cl 0) tO co O> L g ci:: LJ.I (f) ::, o> 3: -0 cN 0 " (.) I I") co I tO ./ ~ :;:; C ? (I) .... :, Ill I (I) 5 (I) .... C ., E :, 0 0 Cl .... 0 .!!!, e n_ L ., 3: ., (f) .:,t. C :, t= ~ ·;:: Cl L ~ 0 Cl tO co co tO 0 0 0 0 ;::, (f) LJ.I (.) 0:: ::, 0 (f) LJ.I 0:: 0:: ~ ~ j,.: MARK © © 0 ® (jJ) REMOVE AND REPLACE SEWER _J INSTALL TEMPORARY PLUG AND MONITOR FLOWS. CONNECT EXISTING SEWER TO NEW SEWER WITH TEMPORARY FLEX PIPE. CAP STUB-OUTS AFTER USE. INSTALL EMERGENCY STANDBY PUMPING SYSTEM. INSTALL BYPASS PUMPING SYSTEM, REMOVE TOP OF EXISTING SEWER PIPE. THIS SEWER BYPASSING PLAN IS CONCEPTUAL. A DETAILED BYPASS PLAN SHALL BE SUBMITTED TO OCSD PER SPECIFICATION SECTION 02999 AND SEWER BYPASS GENERAL NOTES ON SHEET G0003. RECORD DRAWING 7/15 DESCRIPTION DATE APPR. REMOVE AND REPLACE SEWER NOT TO SCALE DESIGNED BY: ROBERTSON, BRIAN 11/06/12 DRAWN BY: VARGAS, MARK 11 /06/12 CHECKED BY: YAVAS, CENK 11/06/12 I • LINE IS 2 INCHES • I AT FULL SIZE (IF NOT 2"-SCALE ACCORDINGLY) REMOVE AND REPLACE SEWER ATKINS 625 The City Drive South Suite 200 Orange, CA 92868 Phone: 714. 750. 7275 Fax: 714.750.2501 DWG No. C7001 C7001 C7001 C7002 C7002 C7003 C7004 C7004 C7005 C7005 C7006 C7006 C7006 C7007 C7007 C7008 C7008 C7008 C7009 15'-1 1/4" c=i --1,,, - I @ --(J 1,-, - d 'L SAFETY FLAG SEE NOTE 6 .. 3 CLEAN OUT PORT (2 PLACES) . . . . . . MOUNTS, (4 PLACES) INSTALLATION REQUIRED BYPASS PUMPING TEMP HOSE AT STA. 10+00; TEMP PIPE CONNECTION BTWN STA. 10+50 AND STA. 11 +05 TEMP PIPE CONNECTION BTWN STA. 11 +60 AND STA. TEMP PIPE CONNECTION BTWN STA. 16+02 TEMP PIPE CONNECTION BTWN STA. 22+00 AND STA. 12'-o" . . . . . . 12+60 23+10 TEMP PIPE CONNECTION BTWN STA. 23+40 AND STA. 24+20 TEMP PIPE CONNECTION BTWN STA. 29+06 AND STA. 29+80 TEMP PIPE CONNECTION BTWN STA. 32+63 LATERAL 'E-1' REMOVE AND REPLACE REMOVE AND REPLACE SEWER BTWWN STA. 46+20 AND STA. 46+60 LATERAL 'H' REMOVE AND REPLACE LATERAL 'I' REMOVE AND REPLACE TEMP PIPE CONNECTION AT STA. 54+17 LATERAL 'J' REMOVE AND REPLACE TEMP PIPE CONNECTION AT STA. 57+73 TEMP PIPE CONNECTION AT STA. 61+29 TEMP PIPE CONNECTION AT STA. 64+08 TEMP PIPE CONNECTION AT STA. 66+49 TEMP PIPE CONNECTION AT STA. 69+52 TEMP PIPE CONNECTION BTWN STA. 70+25 AND STA. 71 +60 ,, 'y NOT TO SCALE ESTIMATED PEAK FLOW (CFS) 4.7 4.7 4.7 4.7 4.7 4.5 4.5 0.3 3.4 0.2 0.2 2.7 0.2 2.7 2.7 2.7 2.7 2.7 2.7 , . . . lj_-·1: . . . ,_ -; I:[, . . . -QJ - Q ]J -,,,1 - 1. MANUFACTURE GALVANIZE IN ACCORDANCE WITH ASTM A 384 AND A 385 STANDARDS. 2. WORKING PRESSURE 75 PSI MAXIMUM. 3. MOUNTING PORTS FOR STANDARD SAFETY WARNING FLAGS, (GRAINGER ITEM #4A415, 18" x 18" RED/ORANGE WITH 3/4" Ill DOWEL OR EQUIVALENT). SUPPLIED WITH ROAD CROSSING. 4. APPROX. WEIGHT -1600 LBS, EMPTY. 5. ALL WELDS MUST COMPLY WITH AMERICAN WELDING SOCIETY WELD CODE AMERICAN WELDING SOCIETY STRUCTURAL D1 .1. 6. TOUCH-UP WITH ORGANIC ZINC-RICH PAINT -,-, -1 COMPLYING WITH MIL-P-21035B OR MIL-P-26915C IN MULTIPLE COATS. 3/ 4" Ill ROAD WAY NAIL/TIE DOWN ( 4 PLACES) NO LIQUID PASSES THROUGH ANGLE PART ESTIMATED TOTAL DYNAMIC HEAD (FT) NUMBER 8" Ill PIPING 25 75 30 50 30 25 30 10 25 10 10 20 10 20 20 20 20 20 30 12" Ill PIPING OF PUMPS 15 1 STANDBY 20 1 STANDBY 15 1 STANDBY 20 1 STANDBY 20 1 STANDBY 15 1 STANDBY 15 1 STANDBY 10 1 DUTY AND 1 STANDBY 15 1 STANDBY 10 1 DUTY AND 1 STANDBY 10 1 DUTY AND 1 STANDBY 15 1 STANDBY 10 1 STANDBY 15 1 STANDBY 15 1 STANDBY 15 1 STANDBY 15 1 STANDBY 15 1 STANDBY 15 1 STANDBY THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE HEREIN AS A RESULT. PROJECT NO. 5-63 DRAWING NO. 38 OF 38