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Home My WebLink AboutS_5306_SG0001COVER SHEET LOS ANGELES COUNTY LA HABRA BREA FULLERTON PLACENTIA YORBA LINDA PARK VILLA GROVE GARDEN PARK BUENA LA PALMA LOS ALAMITOS ANAHEIMCYPRESS WESTMINSTER STANTON SEAL BEACH ANA SANTA FOUNTAIN VALLEY HUNTINGTON BEACH MESA COSTAPACIFIC OCEAN NEWPORT BEACH IRVINE TUSTIN ORANGE LOCATION MAP VICINITY MAP REHABILITATION NEWPORT FORCE MAIN PROJECT NO. 5-60 APPROVED FOR BIDDING ORANGE COUNTY SANITATION DISTRICT PROJECT SITE ORANGE COUNTY SANITATION DISTRICT OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 1 . d w g U S E R : w t l e e DA T E : A p r 1 9 , 2 0 1 7 4 : 3 0 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 VOLUME III OF III DRAWINGS RECORD DRAWING 'M-llmER BLW NTS ,ffe '?J ,t ?------l--"'~~-----1-----1---"'----'r $ BAU. RD OCSD PLANT #2 \IIESTMINSlER A YORBA LINDA BLW J We FA DEN ST THIS DESIGN CONFORMS, IN PART, TO THE FOLLOWING EDITIONS OF THE CODES AND STANDARDS: CALIFORNIA CODE OF REGULATIONS, TITLE 24 (2010); NFPA 820-2012 STANDARD FOR FIRE PROTECTION IN WASTEWATER TREATMENT AND COLLECTION FACIL TIES RECORD DRAWING SET 04/17 MB MARK DESCRIPTION DATE APPR. 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. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • BITTER POINT PUMP STATION 1 r BEGIN ~---PROJECT ----.. .-,' L!.J. .... .... '-. .. --.. .... ...... ' ' ------- ' ' 16TH ST. <( I-. zw w> (.) <( <( -' Cl.. ---- CLIFF DR. ROCKY POINT--.. --.. --.. ' ' I I P~MP ;TATION ' --.. --.. EXISTING_. , ,_ VALVE VAULT ' ' / ' ' ' ....... -- NICOLAS KANETIS -DIRECTOR OF ENGINEERING DATE: DEAN FISHER -ENGINEERING MANAGER DATE: MARTIN DIX -PROJECT MANAGER DATE: 1 END / NTS PROJECT __ .-· I -r ~ BAY BRIDGE , PUMP STATION r I ' G0002DRAWING INDEX AND GENERAL STANDARD NOTES OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 3 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 DRAWING INDEX DRAWING INDEX RECORD DRAWING - - - - - I I SHEET DRAWING SHEET TITLE NUMBER NUMBER GENERAL DRAWINGS 1 G0001 2 G0002 3 G0003 4 G0004 5 G0005 6 G0006 7 G0007 8 G0008 9 G0009 10 G0010 11 G0011 12 G0012 13 G0013 14 G0014 15 G0015 CIVIL DRAWINGS: 16 C1001 17 C1002 18 C1003 19 C1004 20 C1005 21 C1006 22 C1007 23 C1008 24 C1009 25 C1010 26 C1011 27 C1012 28 C1013 29 C1014 30 C1015 31 C1016 32 C1017 33 C1018 CIVIL DRAWINGS: 34 C1019 35 C1020 36 C1021 37 C1022 38 C1023 39 C1024 40 C1025 41 C1026 42 C1027 43 C1028 44 C1029 45 C1030 46 C1031 CIVIL DRAWINGS: 47 C1032 48 C1033 49 C1034 50 C1035 51 C1036 52 C1037 53 C1038 54 C1039 55 C1040 56 C1041 57 C1042 COVER SHEET DRAWING INDEX AND GENERAL STANDARD NOTES PROJECT DRAWING ABBREVIATIONS DRAWING DESIGNATION SYSTEMS AND CALTRANS NOTES LEGEND AND SYMBOLS PHASE 1 -CONSTRUCTION PHASE 2 -CONSTRUCTION LANDSCAPE RESTORATION AND STANDBY PUMPING LOCATION ALIGNMENT DATA AND POTHOLE INFORMATION SURVEY CONTROL AND KEY PLAN -SOUTIH FORCE MAIN SURVEY CONTROL AND KEY PLAN -NORTIH FORCE MAIN SURVEY CONTROL AND KEY PLAN -SOUTH FORCE MAIN ABANDONMENT SURVEY CONTROL AND KEY PLAN -NORTIH FORCE MAIN ABANDONMENT SUGGESTED DEWATERING DISCHARGE POINTS TO EXIST OCSD SEWER SYSTEM STAGING AREA AT PLANT 2 REHABILATATION BY GIPP SOUTH FORCE MAIN REHABILITATION BY GIPP STA 10+00 TO STA 17+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 17+00 TO STA 26+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 26+00 TO STA 35+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 35+00 TO STA 44+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 44+00 TO STA 53+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 53+00 TO STA 56+50 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 109+20 TO STA 118+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 118+00 TO STA 127+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 127+00 TO STA 136+00 SOUTH FORCE MAIN REHABILITATION BY GIPP STA 136+00 TO STA 142+23 NORTIH FORCE MAIN REHABILITATION BY GIPP STA 10+00 TO STA 18+00 NORTIH FORCE MAIN REHABILITATION BY GIPP STA 18+00 TO STA 27+00 NORTIH FORCE MAIN REHABILITATION BY GIPP STA 27+00 TO STA 36+00 NORTIH FORCE MAIN REHABILITATION BY GIPP STA 36+00 TO STA 45+00 NORTH FORCE MAIN REHABILITATION BY GIPP STA 45+00 TO STA 54+00 NORTIH FORCE MAIN REHABILITATION BY GIPP STA 54+00 TO STA 63+00 NORTIH FORCE MAIN REHABILITATION BY GIPP STA 63+00 TO 70+52.25 LIDO FORCE MAIN REHABILITATION BY GIPP STA 57+ 70 TO STA 64+46.63 PIPELINE ABANDONMENT SOUTH FORCE MAIN ABANDONMENT STA 64+50 TO STA 70+00 SOUTH FORCE MAIN ABANDONMENT STA 70+00 TO STA 80+00 SOUTH FORCE MAIN ABANDONMENT STA 80+00 TO STA 90+00 SOUTH FORCE MAIN ABANDONMENT STA 90+00 TO STA 100+00 SOUTH FORCE MAIN ABANDONMENT STA 100+00 TO STA 109+20 NORTIH FORCE MAIN ABANDONMENT STA 68+00 TO STA 78+00 NORTIH FORCE MAIN ABANDONMENT STA 78+00 TO STA 88+00 NORTIH FORCE MAIN ABANDONMENT STA 88+00 TO STA 98+00 NORTIH FORCE MAIN ABANDONMENT STA 98+00 TO STA 108+00 NORTIH FORCE MAIN ABANDONMENT STA 108+00 TO STA 118+00 NORTH FORCE MAIN ABANDONMENT STA 118+00 TO STA 128+00 NORTIH FORCE MAIN ABANDONMENT STA 128+00 TO STA 135+00 NORTIH FORCE MAIN ABANDONMENT STA 135+00 TO END REHABILITATION BY OPEN CUT NEW SOUTH FORCE MAIN STA 56+50 TO STA 62+00 NEW SOUTH FORCE MAIN STA 62+00 TO STA 71 +64.55 NEW SOUTH AND NORTIH FORCE MAIN STA 71+63.55 TO STA 79+00 NEW SOUTH AND NORTIH FORCE MAIN 79+00 TO STA 88+00 NEW SOUTH AND NORTIH FORCE MAIN STA 88+00 TO STA 97+00 NEW SOUTH AND NORTIH FORCE MAIN STA 97+00 TO STA 106+00 NEW NORTIH FORCE MAIN STA 200+00 TO STA 208+00 NEW NORTIH FORCE MAIN STA 208+00 TO STA 216+00 NEW NORTIH FORCE MAIN STA 216+00 TO STA 225+00 NEW NORTIH FORCE MAIN STA 225+00 TO STA 233+00 NEW LIDO FORCE MAIN STA 0+00 TO STA 4+07 I I SHEET DRAWING SHEET TITLE NUMBER NUMBER DETAIL SHEETS: PLAN VIEW DETAILS AND SECTIONS 58 C5001A 59 C5001B 60 C5002 61 C5003 62 C5004A 63 C5004B 64 C5005 65 C5006A 66 C5006B 67 C5007 68 C5008 BITTER POINT PLAN VIEW DETAIL DEMOLITION PLAN BITTER POINT PLAN VIEW DETAIL NEW CONSTRUCTION BITTER POINT CONNECTION DETAILS BAY BRIDGE VALVE VAULT CONNECTION DETAILS ROCKY POINT PUMP STATION CONNECTION DETAILS ROCKY POINT PUMP STATION CONNECTION SECTIONS CROSSOVER 1 AREA DETAIL DEMOLITION PLAN CROSSOVER 1 AREA DETAIL PLAN CROSSOVER 1 AREA CONNECTION SECTIONS CROSSOVER 2 AREA DETAIL CROSSOVER 3 AREA DETAIL DETAIL SHEETS: ABANDONMENT DETAILS I 69 C5009 EXIST 72-INCH ACCESS REMOVAL AND ABANDONMENT DETAILS 70 71 C5010 C5011 EXIST 24 AND 36-INCH MANHOLE, VENT REMOVAL AND ABANDONMENT EXIST SSMH (AIR VALVE AND DRAIN) ABANDONMENT DETAIL 72 C5012 FORCE MAIN CAP AND ABANDONMENT DETAILS 73 C5013 EXISTING VAULT AT NEWPORT BLVD DETAIL SHEETS: GIPP CONSTRUCTION DETAILS 74 C5014 GIPP TO NEW HDPE CLOSURE 75 C5015 GIPP TO GIPP CLOSURE 76 C5016 LIDO FORCE MAIN REHABILITATION DETAILS DETAIL SHEETS: CONSTRUCTION DETAILS 77 C5017 78 C5018 79 C5019 80 C5020 81 C5021 82 C5022 83 C5023 84 C5024 85 C5025A 86 C5025B TRENCH DETAILS MANUAL AIR RELEASE DETAIL MANUAL DRAIN DETAIL LIDO FORCE MAIN CONNECTION TO 36-INCH NORTIH FORCE MAIN LIDO FORCE MAIN CONNECTION SECTIONS NORTIH FORCE MAIN GIPP CONNECTION DETAIL MICROTUNNELING SECTIONS AT BRIDGE CROSSING NEW SOUTIH FM MICROTUNNEL PIT DETAIL SINGLE FM ACCESS STRUCTURE DETAIL DUAL FM ACCESS STRUCTURE DETAIL 87 C5025C ACCESS STIRUCTURE SCHEDULE DETAIL SHEETS: STANDARD DETAILS 88 C5026 DETAILS 1 89 C5027 DETAILS 2 90 C5028 DETAILS 3 91 C5029 DETAILS 4 92 C5030 DETAILS 5 93 C5031 DETAILS 6 DETAIL SHEETS: BAY BRIDGE 5TH PUMP 94 95 96 97 98 99 100 C5032 C5033 C5034 C5035 C5036 C5037 C5038 BAY BRIDGE 5TH PUMP DEMOLITION PLANS AND NOTES BAY BRIDGE 5TH PUMP DEMO SECTIONS AND ELEVATION BAY BRIDGE 5TH PUMP MOTOR AND PUMP ROOM PLANS BAY BRIDGE 5TH PUMP SECTIONS BAY BRIDGE 5TH PUMP PLATFORM PLAN AND SECTIONS BAY BRIDGE 5TH PUMP SECTIONS AND DETAILS BAY BRIDGE 5TH PUMP DETAILS 101 C5039 BAY BRIDGE 5TH PUMP SECTIONS AND DETAILS 2 ELECTIRICAL DRAWINGS: BAY BRIDGE 5TH PUMP 102 E-6002 BAY BRIDGE 5TH PUMP ELECTRICAL MOTOR ROOM PLAN 103 E-6003 BAY BRIDGE 5TH PUMP ELECTRICAL CONTROL ROOM PLAN 104 E-6004 BAY BRIDGE 5TH PUMP VFD#1 & SF#3 SCHEMATIC 105 E-6005 BAY BRIDGE 5TH PUMP VFD REMOTE PANEL ELEV. & SECT. CIVIL DRAWINGS: LIDO WEST FM REHABILITATION 106 G0016 PHASE I WEST LIDO CONSTRUCTION I I 107 C1043 WEST LIDO FORCE MAIN REHABILITATION BY GIPP STA 12+11.67 TO STA18+74.92 108 C5040 WEST LIDO FORCE MAIN CROSSOVER REMOVAL DETAIL 109 C5041 LIDO FORCE MAIN ACCESS STRUCTURE DETAIL WITH AIR VENT ASSEMBLIES NOTE: 1. DRAWINGS ARE BASED ON RECORD DRAWINGS AND UTILITY MAPPING PROVIDED TO DATE. LOCATIONS OF FACILITIES SHOWN HEREIN MAY VARY. 2. ELEVATIONS SHOWN ON THE NEWPORT FORCE MAIN, WEST LIDO FORCE MAIN AND DEPTHS TO GROUND ARE APPROXIMATE AND BASED ON OCSD RECORD DRAWINGS. DRAWINGS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVO 88). 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. I I GENERAL NOTES 1. STATIONS SHOWN ON THE DRAWINGS ARE ALONG THE CENTERLINE OF PIPE. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILE ARE AT THE BOTTOM, INSIDE FACE OF CONDUIT UNLESS OTHERWISE SHOWN. LENGTHS SHOWN ARE HORIZONTAL PLANE DISTANCE. 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS IN ADVANCE AS SET FORTH IN THE GENERAL REQUIREMENTS. THE CONTRACTOR SHALL FIELD VERIFY THE POINT OF CONNECTIONS AND SHALL FIELD VERIFY AND COORDINATE THE WORK PER THE PROJECT SPECIFICATIONS. 3. EXISTING UTILITIES AND PAVING SHALL BE PROTECTED AND MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. ALL UTILITY CROSSINGS AT TRENCH EXCAVATIONS SHALL BE TEMPORARILY SUPPORTED TO THE SATISFACTION OF THE UTILITY OWNER AND PER OCSD STANDARDS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND DESIGN OF THE SHORING SYSTEMS AND FOR DEWATERING, AS REQUIRED PER PROJECT SPECIFICATIONS. 5. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ACCEPTANCE INCLUDING PIPE AND FITTINGS, LAYOUT FROM POINT OF CONNECTIONS INDICATING DETAILS OF FITTINGS, VALVES, AND APPURTENANCES. PIPE JOINTS SHALL NOT DEFLECT MORE THAN THE RECOMMENDED PER PIPE MANUFACTURER AND THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE WORKING SEWER FORCEMAIN. 6. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 7. SEE TRAFFIC CONTROL PLANS FOR TRAFFIC CONTROL REQUIREMENTS. 8. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL TRAFFIC SIGNAL LOOPS AT INTERSECTIONS. ANY DAMAGE TO SIGNAL WIRES AND LOOPS SHALL BE REPLACED IN KIND PER CALTRANS STANDARDS AT NO ADDITIONAL EXPENSE. 9. THE CONTRACTOR SHALL RESTORE ALL EXCAVATIONS IN AREAS OF MEDIANS, LANDSCAPING, HARDSCAPE SIDEWALKS, IRRIGATION AND PLANTING TO ORIGINAL CONDITIONS. RESTORE ALL AREAS PER CITY AND CAL TRANS STATE STANDARDS. THE CONTRACTOR SHALL INCLUDE ALL SUCH RESTORATIONS IN THEIR BID COSTS. 10. ALL VALVE CLOSURES FOR ISOLATION OF FLOWS AND AS INDICATED IN THE WORK SEQUENCE PLANS SHALL BE COORDINATED WITH OCSD A MINIMUM OF TWO WEEKS PRIOR TO WORK BEING PERFORMED. 11. USE EXTREME CAUTION NEAR GAS AND PETROLEUM PIPELINES. THESE PIPELINES CONTAIN EXTREMELY FLAMMABLE AND EXPLOSIVE PETROLEUM PRODUCTS UNDER HIGH PRESSURE. THE PETROLEUM PIPELINE SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR AT ALL TIMES DURING THIS PROJECT WHILE PIPELINE RELATED WORK IS BEING PERFORMED. DO NOT DO ANY WORK WITHIN 10 FEET OF GAS PIPELINES UNLESS A REPRESENTATIVE FROM THE PETROLEUM UTILITY OWNER IS ON SITE. CONTRACTOR SHALL PREPARE AND HAVE APPROVED A SPECIAL CONSTRUCTION WORK PLAN FOR WORK IN THESE AREAS PRIOR TO ANY CONSTRUCTION ACTIVITIES TAKING PLACE. 12. THE CONTRACTOR IS NOTIFIED THAT THE EXISTENCE OF A 40 FOOT WIDE BY 1 FOOT THICK PCC OLD TANK ROAD BENEATH WEST COAST HWY 2-3 FEET BELOW SURFACE. ROADWAY IS NOT SHOWN CONTINUOUSLY ON PLAN AND PROFILE DWGS FOR CLARITY. THE CONTRACTOR SHALL INCLUDE REMOVAL AND OFF HAUL OF THIS MATERIAL AS NEEDED IN THE BID COSTS. 13. THE CONTRACTOR IS NOTIFIED THAT ALL CONNECTIONS WHERE EXISTING FORCE MAIN MEETS NEW FORCE MAIN OR SPECIAL TY SPOOLS SHALL BE SUBMITTED AND ACCEPTED PRIOR TO ORDERING, MANUFACTURING, AND WORK BEING PERFORMED. WORK WILL BE STOPPED BY OCSD IN THE EVENT THAT SUBMITTALS FOR ALL CONNECTIONS HAS NOT BEEN ACCEPTED. NO COMPENSATION WILL BE MADE TO THE CONTRACTOR FOR ALL COSTS DUE TO WORK STOPPAGE DUE TO ABSENCE OF ACCEPTED FM CONNECTION SUBMITTALS. 14. CIPP SHALL BE GLASS REINFORCED FIBER PER SPEC 15146. f--- f--- - (!} z -~ MM I ■ • :'("I SAN I TArl • @" ~ a: 0 -+---i-----------,--,-r----=-----i----i-----------,----::=.::::------------,-----'-----------,------.-t;o BC BrownANo DI -MB • Caldwell • ' ' ' ' UNDERGROUND SERVICE ALERT OF • SOUTHERN CALIFORNIA MARK DESCRIPTION DATE APPR. I I I I Ill~ 0%, ~ ~• I \~ O 0 ~ <,<,___j ~ 0 ~o == r:.::, • -s./._t;j TfiE"i'lli' I I I I 5-60 2 a: 0 (.) w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 3 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING PROJECT DRAWING ABBREVIATIONS G0003 - - - - - I I ABBREV DESCRIPTION & AND @ AT A CIPP ACCESS PIT AB ANCHOR BOLT, AGGREGATE BASE ABAN ABANDONED ABBREV ABBREVIATION ABC AGGREGATE BASE COURSE AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE ACT ACOUSTIC CEILING TILE ADA AMERICANS WITH DISABILITIES ACT ADD'L ADDITIONAL ADJ ADJUSTABLE ADWF A VER AGE DRY WEATHER FLOW AFF ABOVE FINISH FLOOR AGG AGGREGATE AL ALUMINUM ABBREV DJ DWG E EA EC ECC EF EL or ELEV ELEC ELL ENC I DESCRIPTION DOUBLE JOINT DRAWING EAST EACH END OF CURVE ECCENTRIC EACH FACE ELEVATION ABBREVIATIONS ELECTRIC OR ELECTRICAL ELBOW ENCASEMENT I ABBREV JT KV KB-# LBS LF LG LP M-# MATL MAX MECH MFR ALT ALTERNATE EP EDGE OF PAVEMENT MGD ALUM ALUMINUM EQ EQUAL MH AMP AMPHERE EQUIP EQUIPMENT APPROX APPROXIMATE ES EACH SIDE, EXTRA STRENGTH, OR MIN ARCH ARCHITECTURAL AR/AV AIR RELEASE / AIR VACUUM ESMT EASEMENT MISC ASSY ASSEMBLY EW EACH WAY ~~ ASPH ASPHALT EXIST, EX EXISTING ML&CSP ATM ATMOSPHERE EXP JT, EJ EXPANSION JOINT MO ATT AMERICAN TELEPHONE AND TELEGRAPH EXT EXTERIOR MON AWG AMERICAN WIRING GAUGE MSL AWWA AMERICAN WATER WORKS ASSOCIATION F FAHRENHEIT MSS FBEL&C FUSION BONDED EPOXY LINED & COATED BC BEGIN CURVE FC FLEXIBLE COUPLING, HARNESSED UNO ~W BE BEVELED END FD FLOOR DRAIN / BF BLIND FLANGE FDC FIRE DEPARTMENT CONNECTION N p BFV BUTTERFLY VALVE FF FINISHED FLOOR NIC BLDG BUILDING FG, FIN GRADE FINISH GRADE NO OR # BOC BEGINNING OF CURVE FH FIRE HYDRANT I DESCRIPTION JOINT KILOVOLT KLEINFELDER SOIL BORING NUMBER POUNDS LINEAR FEET, LINEAR FOOT LONG LOW POINT MONITORING WELL NUMBER (BY KLEINFELDER) MATERIAL MAXIMUM MECHANICAL MANUFACTURER OR MANUFACTURE MILLION GALLONS PER DAY MANHOLE MINIMUM MISCELLANEOUS MECHANICAL JOINT MARK MORTOR LINED / COATED STEEL PIPE MASONRY OPENING MONUMENT MEAN SEA LEVEL MANUFACTURERS STANDARDIZATION SOCIETY MONITORING WELL NORTH NAME PLATE NOT IN CONTRACT NUMBER BOD BOTTOM OF DUCT FIG FIGURE NPS NOMINAL PIPE SIZE BOP BOTTOM OF PIPE FL FLOWLINE NPT NATIONAL PIPE THREAD BOTT, BTM BOTTOM FLEX FLEXIBLE NTS NOT TO SCALE BS BELL AND SPIGOT JOINT OR BOTH SIDES FLG FLANGED JOINT COUPLING NWB NON WATER BEARING BSP BLACK STEEL PIPE FLGA FLANGED ADAPTOR BTW, BTWN BETWEEN FLR FLOOR OC ON CENTER BV BALL VALVE FM FORCE MAIN OCR OPEN CUT REPLACEMENT FRP FIBERGLASS REINFORCED PLASTIC OCSD ORANGE COUNTY SANITATION DISTRICT CA CONCRETE ANCHOR FT FOOT OR FEET OD OUTSIDE DIAMETER CB CATCH BASIN FTG FOOTING OF OVERFLOW CC CEMENT /CONCRETE FUT FUTURE OH OVERHEAD CCFRMP CENTRIFUGALLY CAST FIBERGLASS FW FROM WALL OPNG OPENING REINFORCED POLYMER MORTOR PIPE FX FIRE EXTINGUISHER, TYPE FX OPP HD OPPOSITE HAND CF CUBIC FEET FXE FIRE EXTINGUISHER, TYPE FXE OSHA FEDERAL OCCUPATIONAL SAFETY AND CFM CUBIC FEET PER MINUTE HEAL TH ACT CFS CUBIC FEET PER SECOND C/G CURB & GUTTER P PAINTED CHAN CHANNEL GA GAUGE P /L PROPERTY LINE CIP CAST IRON GAL GALVANIZED OR GALLON P2 PLANT 2 (HUNTINGTON BEACH) CIPP CURED IN PLACE PIPE GALV GALVANIZED PA PIPE ANCHOR CISP CAST IRON SOIL PIPE GB GRADE BREAK PC PRESSURE CLEANOUT CJ CONSTRUCTION JOINT GE GROOVED END JOINT PCC PORTLAND CEMENT CONCRETE CL CLASS OR CENTER LINE GL GLASS OR GLASS LINING PCF POUNDS PER CUBIC FOOT ~ CENTER LINE GMU GLAZED MASONRY UNIT PCH PACIFIC COAST HIGHWAY CLF CHAIN LINK FENCE GP GUARD POST, GRAVEL POORLY GRADED PCW PLASTIC COATING OR WRAPPING CLR CLEAR GPD GALLONS PER DAY PDWF PEAK DRY WEATHER FLOW CLSM CONTROL LOW STRENGTH MATERIAL GPM GALLONS PER MINUTE PE POLYETHYLENE CMC CEMENT-MORTAR COATING GR GRADE CML&C CEMENT-MORTAR LINED AND COATED GSP GALVANIZED STEEL PIPE PEPS PRIMARY EFFLUENT PUMPING STATION CORRUGATED ME TAL PIPE PH POTHOLE CMP H1 E HOOK ONE END PH OR 0 PHASE CMU CONCRETE MASONRY UNIT H2E HOOK TWO ENDS Pl POINT OF INTERSECTION OR PRIMARY CO CLEAN OUT HOPE HIGH DENSITY POLYETHYLENE INFLUENT COL COLUMN PIJB PRIMARY INFLUENT JUNCTION BOX CCOONMCM ~g~~~r+~A. ]8~CENTRIC PL PLASTIC LINER (PVC), PLATE CONDENSATE HMA HOT MIX ASPHALT PLAS PLASTER COND HORIZ, H HORIZONTAL PLCS PLACES CONN CONNECTION HP HORSEPOWER OR HIGH POINT OR PMH POWER MANHOLE CONST CONSTRUCT HIGH PRESSURE PO PUSH-ON JOINT CONT CONTINUATION OR CONTINUOUS POB POINT OF BEGINNING CPLG COUPLING CONE PENETRATION TEST POC POINT OF CONNECTION CPT CASING HxW HEIGHT BY WIDTH POD POINT OF DEMOLITION CSG POL POLYMER TANK CV, CKV CHECK VALVE ID INSIDE DIAMETER POT POINT OF TANGENT D DRAIN PP POWER POLE DEG DEGREE IE INVERT ELEVATION PRC POINT OF REVERSE CURVE I ABBREV PV PVC PVMT PWWF R R/W RAD RC RCP RCSCP RE RED REF REINF REQ'D RESIL RE-STL REV RG REHAB RMJ RPO RTP SCE SD SEC SECT SHT SIM s SC SCE SFM SL SPCS SPECS SQ ss SSMH SSPWC SST STA STD STL STRUC SUPT SW SYMM SYMM ABT T T&B TC TE TEL TEMP TG THK TK TOC TOP TOS TOW TPOB TRANS T.S. TYP UBC UNK V VA VAC VB VCP VERT, V I DESCRIPTION PLUG VALVE POLYVINYL CHLORIDE PAVEMENT PEAK WET WEATHER FLOW RISER RIGHT OF WAY RADIUS REINFORCED CONCRETE REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL LINED REBAR REDUCER REFERENCE REINFORCEMENT OR REINFORCING REQUIRED RESILIENT REBAR STEEL REVISION RUBBER GASKET REHABILITATION RESTRAINED MECHANICAL JOINT RESTRAINED PUSH ON JOINT REINFORCED THERMOSET PLASTIC SOUTHERN CALIFORNIA EDISON STORM DRAIN SECOND SECTION SHEET SIMILAR SOUTH OR SLOPE SANDY CLAY SoCAL EDISON SEWER FORCE MAIN SLOPE/SLURRY SPACES SPECIFICATIONS SQUARE SANITARY SEWER SANITARY SEWER MANHOLE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION STAINLESS STEEL STATION STANDARD STEEL STRUCTURAL (PIPE) SUPPORT OR SUPPORT SOLVENT WELDED JOINT SYMMETRICAL SYMMETRICAL ABOUT TELEPHONE LINE TOP AND BOTTOM TOP OF CURB THREADED END TELEPHONE TEMPERATURE OR TEMPORARY TOP OF GRATE THICK TANK TOP OF CONCRETE TOP OF PIPE TOP OF STEEL TOP OF WEIR OR TOP OF WALL TRUE POINT OF BEGINNING TRANSVERSE TRAFFIC SIGNAL TYPICAL UNIFORM BUILDING CODE UNKNOWN VENT VALVE VACUUM VALVE BOX VITRIFIED CLAY PIPE VERTICAL PIPE I ABBREV VTR W/ W/0 WB WD WF WL ws WSE WSP WSTP WWF WWM XFMR YD I DESCRIPTION VENT THROUGH ROOF WITH WITHOUT WATER BEARING WOOD WIDE FLANGE WATER LEVEL/WATER LINE WATER STOP OR WATER SURFACE WATER SURFACE ELEVATION WELDED STEEL PIPE WATER STOP WELDED WIRE FABRIC WELDED WIRE MESH TRANSFORMER YARD PIPE SERVICE ABBREVIATIONS ABBREV D E ECOMM ECT EDUCT FOC FM G HPG ML&CSP RCSCP ROW s SCE SD SFM ss T w DESCRIPTION DRAIN ELECTRICAL COMMUNICATION ELECTRICAL CABLE TRAY ELECTRICAL DUCT FIBER OPTIC CABLE FORCE MAIN GAS HIGH PRESSURE GAS MORTAR LINED AND COATED STEEL PIPE REINFORCED CONCRETE STEEL COATED PIPE RIGHT OF WAY SANITARY DRAIN SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER FORCE MAIN SANITARY SEWER TELEPHONE WATER 1-- 1-- 1-- 1-- 1-- - ( DEMO DEMOLITION IN OR " INCH PRV PRESSURE REDUCING VALVE OR DETAIL INSUL INSULATED OR INSULATION PRESSURE RELIEF VALVE ~ g~T DUCTILE IRON INT INTERIOR PS PRESSURE SWITCH OR PUMP STATION : - INV INVERT DIA, 0 DIAMETER IRRIG IRRIGATION PSF POUNDS PER SQUARE FOOT ; DIP DUCTILE IRON PIPE PSI POUNDS PER SQUARE INCH ( DIPS DUCTILE IRON PIPE SIZE PT POINT ( _JL-~D~1s~T~ __ _;D~11sl!TR~1~Bu~T~1o~N~/~D~1s~T~R~1c~T~--...... -""1""-.,...JJ~B-----~JuJN~c~T~102tNUB~o~x--r-------T""--~----~=~------"'T"'----=~~------------------r-----~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;T;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:4r,( MM • -• @~,sANITArZ<it~ 5-60 ( BC /4,7 ~~ ( MB Brown AND • ir ~-I \~i ( Caldwell • UN□ERGROUNDSERVICEALERTOF O =r O ~ SOUTHERN CALIFORNIA • IMJ 1HE. a!!\ MARK DESCRIPTION DATE APPR. I I I I • 3 I I I I I I I I PLAN, SECTION AND DETAIL DESIGNATIONS A SECTION A DETAIL 1 1 S-110 COMPOSITE DRAWING NO. IDENTIFICATION SYSTEM COMPOSITE DRAWING SHEET TYPES: PLAN M1#01 ¶ OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 3 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DRAWING DESIGNATION SYSTEMS AND CALTRANS NOTES G0004 - - - - - MARK DISCIPLINE DESCRIPTION GENERAL CIVIL TRAFFIC CONTROL I DISCIPLINE CODE G C TC I ,,...--'O' FOR NEW CONSTRUCTION DRAWING /~--SEQUENCE NUMBER ~SHEET TYPE DISCIPLINE CODE 0 GENERAL 1 PLANS 2 ELEVATIONS/PROFILES 3 SECTIONS 4 LARGE SCALE PLANS, ELEVATIONS OR SECTIONS 5 DETAILS 6 SCHEDULE, DIAGRAMS OR SCHEMATICS 7 SINGLE LINE DIAGRAM 8 CONTROL SCHEMATIC 9 3D VIEWS, ISOMETRICS OR PHOTOGRAPHS 1. PLANS ARE IDENTIFIED AS FOLLOWS: 1/8"=1'-0" 2. SECTION CUTS ARE IDENTIFIED AS FOLLOWS: ~DIRECTION OF N CUT C3004 SECTION LETTER ~ DRAWING WHERE SECTION 3. SECTIONS ARE TITLED AS FOLLOWS: IS SHOWN -1,,-=-1-·--o-,, ----;~,...C-10-0--11 DRAWING WHERE SECTION IS CUT 4. DETAILS ARE TITLED AS FOLLOWS: ~DETAIL NUMBER -1,,-=-1-,_-o-,, ----;~,...C-10-0--11 DRAWING WHERE REFERENCE TO DETAIL IS SHOWN 5. DETAILS ARE IDENTIFIED AS FOLLOWS: DETAIL NUMBER /-'\ PIPE ....:....-, CONNECTION "-._ DRAWING WHERE DETAIL IS SHOWN 6. STANDARD DETAILS ARE IDENTIFIED AS FOLLOWS: DESCRIPTION I I\ \::..,) DATE APPR. ' ' MM BC MB I I I I CAL TRANS STANDARD TRENCHING NOTES (PENDING PERMIT APPROVAL) 1. ALL MATERIAL AND WORK WITHIN THE STATE'S ROW SHALL CONFORM TO THE REQUIREMENTS OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND STANDARD SPECIFICATIONS (2010). ALL HOT MIX ASPHALT SHALL CONFORM TO THE REQUIREMENTS OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. CONTRACTOR WORK SHALL ALSO CONFORM WITH STANDARD SPECIAL PROVISIONS XE 39-1.101-A01-18-13, XE 39,18-A05-21-11, XE 39,19-A05.21-11, XE 39.20-A05.21-11, OR LATEST VERSIONS. 2. THE AGGREGATE FOR HOT MIX ASPHALT (HMA) SHALL BE TYPE "A" AND SHALL CONFORM TO THE 3/4" GRADING REQUIREMENTS SPECIFIED IN SECTION 39-1.02E OF THE CAL TRANS STANDARD SPECIAL PROVISIONS "S1-020H_E_A04-03-09." 3. THE AGGREGATE SUBBASE SHALL BE "CLASS 2" AND SHALL CONFORM TO THE GRADING REQUIREMENTS - EXISTING (SCREENED) NOTE DESIGNATION NUMBER OR POUND SPECIFIED IN SECTION 25-1.02A OF THE CAL TRANS STANDARD SPECIFICATIONS, LATEST EDITION. 4. THE TRENCH BACKFILL MATERIAL SHALL BE "CLASS 2" AND SHALL CONFORM TO THE GRADING REQUIREMENTS SPECIFIED IN SECTION 25-1.02A OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION. 5. THE GRADE OF ASPHALT BINDER TO BE MIXED WITH AGGREGATE FOR TYPE "A" HOT MIX ASPHALT SHALL BE 6. 7. 8. GRADE PG 64-10 CONFORMING TO THE PROVISIONS IN SECTION 92, "ASPHALTS," OF THE CAL TRANS STANDARD SPECIAL PROVISIONS "92-010_A1012-05." THE FULL DEPTH OF HOT MIX ASPHALT SHALL BE PLACED IN 3-INCH THICK COMPACTED LAYERS IN ACCORDANCE WITH SECTION 39-3.04 OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS "S1-020H_A04-03-09." ALL EARTHWORKS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 19 OF CAL TRANS 2010 EDITION OF STANDARD SPECIFICATIONS, AND PROJECT SPECIFICATIONS. COMPACTION OF SOILS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 19-5 OF THE CAL TRANS STANDARD SPECIFICATIONS (2010). SHEETING AND SHORING SHALL BE THE CONTRACTOR'S RESPONSIBILITY. APPROPRIATE MEASURES SHALL BE TAKEN TO PREVENT DAMAGE TO ADJACENT STRUCTURES, UTILITIES, AND TRAFFIC LANES. IT SHOULD BE NOTED THAT IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OVERSEE THE SAFETY OF THE WORKERS IN THE FIELD DURING CONSTRUCTION. THE CONTRACTOR SHALL CONFORM TO ALL APPLICABLE OCCUPATIONAL SAFETY AND HEAL TH STANDARDS, RULES, REGULATIONS, AND ORDERS ESTABLISHED BY THE STATE OF CALIFORNIA. IT IS IMPERATIVE THAT SPECIAL ATTENTION IS GIVEN TO THE MIX DESIGN, COMPACTION AND TEMPERATURE REQUIREMENTS FOR FLEXIBLE PAVEMENT AS STATED IN THE CALTRANS STANDARD SPECIFICATIONS AND PROJECT SPECIFICATIONS. FOR ALL FLEXIBLE PAVEMENTS, SPECIAL ATTENTION MUST BE GIVEN TO THE MIX DESIGN AND COMPACTION REQUIREMENTS. A COPY OF THE APPROVED MIX DESIGN (PLANT SAMPLING/LABORATORY TEST RESULTS FROM APPROVED /VERIFIED LABORATORY) FOR HMA SHALL BE PROVIDED TO THE RESIDENT ENGINEER PRIOR TO PAVING OPERATIONS. A SUMMARY OF ALL FIELD COMPACTION RECORD (HMA, HMA BASE) SHALL BE PROVIDED TO THE RESIDENT ENGINEER AT THE CONCLUSION OF THE CONSTRUCTION ACTIVITIES AND DURING THE PROJECT CLOSEOUT. ALL FIELD TEMPERATURE MEASUREMENTS SHALL BE SUBMITTED TO RE'S OFFICE AT PROJECT CLOSEOUT. 9. THE HOT MIX ASPHALT DESIGN REQUIREMENTS, AND SPREADING AND COMPACTING OF THE HOT MIX ASPHALT, SHALL COMPLY WITH SECTION 39-1.03B AND SECTION 39-3.04, RESPECTIVELY, OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS "S1-020H_E_A04-03-09." 10. THE EXISTING AC PAVEMENT SHALL BE SAW-CUT TO FULL DEPTH TO PROVIDE A NEAT AND STRAIGHT PAVEMENT BREAK. THEN THE JOINS BETWEEN THE EXISTING PAVEMENT AND THE NEW PAVEMENT SHALL BE SEALED. A LAYER OF PRIME COAT TO BE APPLIED BETWEEN ALL BONDED AND UNBOUNDED LAYERS. A LAYER OF TACK COAT SHALL BE APPLIED TO ALL VERTICAL-CUT FACES AND BETWEEN SUBSEQUENT AC LIFTS. 11. FOR ANY TRENCH WITHIN THE STATE RIGHT-OF-WAY HIGHER THAN FIVE FEET (5') CONTRACTOR SHALL SUBMIT A SHORING PLAN PREPARED BY A QUALIFIED CIVIL OR STRUCTURAL ENGINEER LICENSED IN CA AND STAMPED TO CAL-OSHA FOR A TRENCH SHORING PERMIT PER CAL-OSHA REQUIREMENTS. 12. SHORING AND TRENCHING MUST CONFORM TO REQUIREMENTS OF CALIFORNIA DEPARTMENT SAFETY. 13. CONTRACTOR TO PROVIDE CATALOGS FOR ENGINEERING PRODUCT DATA PERTAINING TO TRENCH SHIELD IF APPLICABLE. 14. WHEN BACKFILLING OF AN EXCAVATION (TRENCHING) CANNOT BE COMPLETED BY THE END OF THE WORKING HOURS, STEEL PLATE BRIDGING WITH NON-SKID SURFACE AND SHORING SHALL BE REQUIRED TO PRESERVE UNOBSTRUCTED TRAFFIC FLOW. 15. IMPORTED BORROW FOR TRENCH BACKFILLING AND/OR ROADWAY SUBGRADE SHALL BE FREE OF ORGANIC AND ANY OTHER DELETERIOUS MATERIALS AND CONFORM TO SECTION 19-7.02 OF CAL TRANS STD SPECIFICATIONS (2010). THE MATERIAL SHALL BE NON-EXPANSIVE WITH R-VALUE OF AT LEAST 40 AND TESTED BY THE CONTRACTOR FOR CORROSIVE PROPERTIES PRIOR TO PLACEMENT. ROADWAY EXCAVATION AND RELATIVE COMPACTION SHALL CONFORM TO SECTIONS 19-2 AND 19-5.03 OF CAL TRANS STD SPECIFICATIONS (2010). ' ' I ■ I • , ,4\:J SANITA~/ ,<)P-~ "✓:. B ~ ~ 31 rown AND • -& , ~~ 1• Caldwelt 1·,.!__"_"D-ER-GR-OU-ND-SE-RVI-CE_A_LER-TO-F~· ~~~,;f:-, ~o I• _ SOUTHERN CALIFORNIA ~ ,nc: ti"~ ~ I I I I I I I 16. THE PROPORTION OF AGGREGATE, AMOUNT OF ASPHALT BINDER AND THE REQUIRED ASPHALT CONTENT SHALL COMPLY WITH CALTRANS STD SPECIFICATIONS (2010). SPREADING AND COMPACTING OF THE HMA SHALL COMPLY WITH SECTION 39 OF CAL TRANS STD SPECIFICATIONS, LATEST EDITION. 17. MATERIALS AND RESEARCH (M&R) BRANCH REQUIRES TYPE "A" HMA WITH 3/4-INCH GRADING, COM PL YING WITH SECTION 39-2.02 AGGREGATE QUALITY AND GRADING REQUIREMENTS, OVER AB CLASS-2 FOR WORKABILITY IN CAL TRANS RIGHT OF WAY. 18. FOR TRENCHING IN LANDSCAPE AREAS, SEE SPEC SECTION 02200 FOR REQUIREMENTS. 19. ALL TUNNELING OPERATIONS SHALL BE MONITORED PER THE SPECIFICATIONS. A MONITORING PLAN WHICH SHALL INCLUDE OPERATIONS TO OBSERVE GROUND SETTLEMENT SHALL BE PROVIDED TO THE ENGINEER AND CAL TRANS FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. 20. THE DIMENSIONS OF GIPP PITS AND TRENCHING EXCAVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED TRAFFIC CONTROL PLANS. LANE LIMITS ACTUAL EXCAVATION DIMENSIONS SHALL BE FIELD VERIFIED AND SIZED APPROPRIATELY BASED ON CONTRACTORS MEANS AND METHODS AND BE CONTAINED WITHIN THE APPROVED TRAFFIC CONTROL PLANS. IF CONTRACTOR OPERATIONS REQUIRE ALTERING THE CONFIGURATION OR DURATION OF APPROVED TRAFFIC CONTROL PLANS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY SCHEDULING, PERMITTING, AND COSTS INCURRED. 21. CLSM FOR TRENCH BACKFILL AND/OR ROADWAY SUBGRADE SHALL BE PER SPECIFICATION SECTION 02251 OR SECTION 19-3.02 "CONTROLLED LOW-STRENGTH MATERIAL" OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. UTILITY CONTACTS FOR PROJECT OWNER UTILITY TYPE CONTACT NAME PHONE NUMBER AT&T Distribution Communication 1 lene Kutzle (714) 666-5503 City of Newport Beach Storm Drains Michael Sinacori (949) 644-3342 Mesa Consolidated Water Water Mark Pelka (949) 631-1200 Cox Communications Communication Joseph Carrillo (949) 546-2752 Orange County Sanitation District Sewer Lynn Elliott (714) 593-7333 SC Edison Electric Kim Gurule (714) 796-9932 SC Gas Distribution Gas Jesse Altamirano (714) 634-3183 SC Gas Transmission Gas Rosalyn Squires (818) 701-4546 Time Warner Cable Communication Dave Dolney (714) 903-8446 Verizon Communication Rob Stewart (714) 375-6721 5-60 4 I I I - - - C, z -~ a: 0 0 a: 0 (_) w a: CIVIL GENERAL MATERIALS MECHANICAL OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 4 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING LEGEND AND SYMBOLS G0005 - - - - - //////// //////// //////// ........ am + + + + + + + + + ++++++++ +++++-++++ ++++++++ +++++++++ ++++++++ +++++++++ sz rFIN GRADE I EXISTING EQUIPMENT OR MATERIALS TO BE REMOVED TO BE BUil T FOR FUTURE REMOVAL CONSTRUCTION AREA STAGING AREA NEW FACILITIES (SOLID) EXISTING EXISTING HIDDEN PROPERTY LINE, PHANTOM LINE OR MATCH LINE OCSD EASEMENT LINE CENTERLINE HIDDEN LINE FUTURE IMPROVEMENTS WATER SURFACE _L_ FINISHED GRADE -x-x- I I I I I I -110- ------[TIQJ---- 120.0 X I xx.xx FG I I xx.xx FG I I xx.xx INV I I xx.xx TC I I xx.xx TOW I NATURAL GROUND OR GRADE GRANULAR MATERIAL SUCH AS CRUSHED ROCK OR GRAVEL AC PAVEMENT IN SECTION FENCE RAILROAD EXISTING GRADE CONTOURS (OR SCREENED) FINISH GRADE CONTOURS EXISTING SPOT ELEVATION (OR SCREENED) EXISTING FINISHED GRADE ELEVATION NEW FINISHED GRADE ELEVATION NEW INVERT ELEVATION NEW TOP OF CURB ELEVATION NEW TOP OF WALK ELEVATION I I SCREENED LINES SHOWN WITHIN THE MECHANICAL BOUNDARY LIMITS ARE FOR REFERENCE ONLY. REFER TO THE MECHANICAL DRAWINGS FOR PROCESS PIPING SHOWN AS SCREENED INSIDE THE BOUNDARY. CATHODIC PROTECTION CONDUIT (IMPRESSED CURRENT) CATHODIC PROTECTION CONDUIT (PASSIVE) GRAVEL IN PLAN (TYPE AS NOTED) 49 ASPHALT IN PLAN (TYPE AS NOTED) CONCRETE IN PLAN (TYPE AS NOTED) b' ® ~ SWALE OR DEPRESSION EDGE OF WATER; FLOWLINE WITH I QMH 3: 1 I I DIRECTIONAL ARROW SLOPE (3 HOR. TO 1 VERT.) CUT OR FILL SLOPE; ARROWS POINT DOWN SLOPE TREES, SHRUBS OR HEDGE [D [i] -¢- -. □ 8 .. I I @ AT & AND L ANGLE IQ CENTER LINE m COORDINATE DESIGNATION 6. DEFLECTION @ DRAIN PIPE 0 KEY # NUMBER OR POUND IE PLATE OR PROPERTY LINE ± PLUS OR MINUS % PERCENT ¢ ROUND OR DIAMETER M SUM ® VENT PIPE FDC SOIL BORING AND I I DESIGNATION HYDRANT lrs 1 I BURIED VALVE § ~ CURB OR CURB AND GUTTER MANHOLE rn ACCESS HATCH ~ CATCH BASIN OR INLET ~ STREET LIGHT 0 UTILITY POLE [!] SURVEY MONUMENT () SURVEY CONTROL POINT CPT I POINT FIRE DEPARTMENT CONNECTION CATHODIC PROTECTION TEST STATION (TYPE AS SHOWN IN BOX) INSULATING FLANGE KIT /FLEX COUPLING GROUPED MAGNESIUM ANODE (ANODE QTY SHOWN IN BOX) ZINC ANODE GROUND BED W/O JUNCTION BOX (QTY 2) AIR RELEASE/AIR VACUUM VALVE ASSEMBLY PUMPING WELL MONITORING WELL OIL WELL POTHOLE IN PROFILE VIEW CONCRETE REINFORCEMENT IN SECTION PRECAST CONCRETE MORTAR, GROUT OR PLASTER GRATING SPAN SINGLE LINE I DOUBLE LINE s--{nJ----S ~ S-Wt-S ==m $ ffi= -- ~ • =ffi'sf= ----~ s---{7'\f-S ~ ~ ==-@(ffi= s-t><l----S ~@= C ? S-H~ K - - s---K)!----S ~ ~ 11111.s:1 111111111111111 BALL VALVE BALL CHECK VALVE CHECK VALVE DIAPHRAGM VALVE GLOBE VALVE GATE VALVE KNIFE GATE VALVE PLUG VALVE I CHECKER PLATE STEEL OR STAINLESS STEEL OPENING WITH GRATING COVER I OPENING WITH CHECKER PLATE COVER JOINT FILLER © UTILITY STATION SEE DWG OM5014 @ UTILITY HYDRANT SEE DWG OM5014 ® BURIED VALVE @ FLOOR DRAIN -8co CLEANOUT (GRAVITY) -q,c CLEANOUT (PRESSURE) ® DRAIN 0 VENT -u-FPC (FLEXIBLE PIPE COUPLING) + PC-T (GROOVED END COUPLING) + PC-T (F), (GROOVED FLANGED COUPLING) 1-- 1-- 1-- 1-- ~ (.!J I XX.XX TG I NEW TOP OF GRATE z ELEVATION _ I xx.xx RIM I NEW RIM ELEVAmN ~ I xx.xx FL I NEW FLOW LINE ELEVATION o _JL_....:====~----------...,..-""l"""-,....-----M-M--------,r------,--------:-=--=--=--=--=--=--=--=--=--=--=--=--=--=-:,. --.,:~~;s:,..,=1~,,.,,TA:~,:-----------------T--------------------7------:5:--~5~0,np BC 1r:::::-,8 • r~ ~ a MB rown AND • i .,~ , \~i o 1• Caldwelt 1·. UNDERGROUNDSERVICEALERTOF ~-t,c,~~ \ ,. ~ 1• "'--•=ou=rn=ER~NC=AL~IFO=RN=IA_~• ~~~\~ 5 I I I MARK DESCRIPTION DATE APPR. I I I I I I I I LIDO P.S. BAY BRIDGE P.S. COAST HIGHWAY DO V E R D R . ROCKY POINT P.S. NE W P O R T B L V D . CHANNEL BITTER POINT P.S.SU P E R I O R A V E . BA L B O A B L V D . NEWPORT RI V E R S I D E A V E . TU S T I N A V E . UP P E R N E W P O R T B A Y TO PLANT 2 24 " H D P E ABANDON EX. SOUTH 22" PE IN 24" DIP LEGEND ABANDON EX. SOUTH 20" DIP EX. LIDO EAST FMEX. LIDO WEST FM NE W P O R T B L V D . EX. SOUTH 36" DIP CIPP REHAB NEW SOUTH 36" HDPE OPEN CUT REMOVE EX. SOUTH 24" DIP IN 40" STL CASING EX. SOUTH 36" DIP CIPP REHAB EX. LIDO WEST 30" DIP CIPP REHAB NEW SOUTH 32" HDPE OPEN CUT NEW LIDO EAST 24" HDPE JACK AND BORE NEW LIDO EAST 24" HDPE OPEN CUT ABANDON EX. SOUTH 24" DIP NEW NORTH 36" HDPE OPEN CUT NEW SOUTH 32" HDPE OPEN CUT NEW SOUTH 32" HPDE MICROTUNNEL NEW SOUTH 32" HDPE MICRO TUNNEL BAY BRIDGE VALVE VAULT EX. SOUTH 36" DIP CIPP REHAB 24 " H D P E NEW NORTH 32" HDPE OPEN CUT NOTES: BF LS EX. NORTH 30" DIP CIPP REHAB ABANDON EX. NORTH 36" DIP ABANDON EX. 32" NORTH HDPE IN 36" VCP P LS BFLS BAY BRIDGE STAND-BY PUMP ADDITION LS 1. ITEMS SHOWN IN BOLD TYPE ARE PROPOSED PHASE 1 WORK. 2. FOR WORK SEQUENCE REQUIREMENTS SEE SECTION 01120 WORK SEQUENCE. 3. FOR PHASE 2 WORK SEE G0007. 4. LOCATION OF CIPP PITS, AIR VENTS, AND DRAINS ARE NOT SHOWN ON THIS SHEET. FOR PROPOSED LOCATION OF CIPP PITS, AIR VENTS, AND DRAINS, SEE SHEETS C1001 THROUGH C1042. OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 4 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING PHASE 1 - CONSTRUCTION G0006 PHASE 1 WORK PHASE 1 TUNNEL WORK PHASE 2 WORK PHASE 1 ABANDONMENT WORK PIPE MATERIAL CHANGE BLIND FLANGE LINE STOP PUMP VALVE REMOVED AS PART OF WORK VALVE ABANDONED AS PART OF WORK C-00568 C-00745 C-00567 C-00744 C-00563 C-00569C-00566 C-00562 C-00513 C-00511 C-00510 C-00509 C-00505 C-00501 C-00502 C-00503 C-00500 C-00497 C-00498 C-00499 C-00506C-00602 C-00507C-00508C-00514C-00515 C-00516 C-00520 C-00519 C-00518 C-00517 C-00561 MARK DESCRIPTION DATE APPR. EX. CROSS OVER #1 i EX. CR SS OVER #2 i _/ NOT TO SCALE I I EX. CROSS OVER #3 I I I I I TT! Tl 11 0 0 0 8 s 6 LIDO P.S. BAY BRIDGE P.S. COAST HIGHWAY DO V E R D R . ROCKY POINT P.S. NE W P O R T B L V D . CHANNEL BITTER POINT P.S.SU P E R I O R A V E . BA L B O A B L V D . NEWPORT RI V E R S I D E A V E . TU S T I N A V E . UP P E R N E W P O R T B A Y TO PLANT 2 24 " H D P E ABANDON EX. SOUTH 22" PE IN 24" DIP LEGEND ABANDON EX. SOUTH 20" DIP EX. LIDO EASTEX. LIDO WEST NE W P O R T B L V D . EX. SOUTH 36" DIP CIPP REHAB NEW 36" SOUTH HDPE OPEN CUT REMOVE EX. SOUTH 24" DIP IN 40" STL CASING EX. SOUTH 36" DIP CIPP REHAB EX. LIDO WEST 30" DIP CIPP REHAB NEW SOUTH 32" HDPE OPEN CUT LIDO FM NEW LIDO EAST 24" HDPE OPEN CUT NEW NORTH 36" HDPE OPEN CUT NEW SOUTH 32" HDPE OPEN CUT NEW SOUTH 32" HDPE MICRO TUNNEL NEW SOUTH 32" HDPE MICRO TUNNEL BAY BRIDGE VALVE VAULT EX. SOUTH 36" DIP CIPP REHAB 24 " H D P E NEW NORTH 32" HDPE OPEN CUT BF LS NOTES: EX. NORTH 30" DIP CIPP REHAB ABANDON EX. NORTH 36" DIP ABANDON EX. NORTH 32" HDPE IN 36" VCP LS BAY BRIDGE STAND-BY PUMP ADDITION CONSTRUCT NEW NORTH TIE IN 1. ITEMS SHOWN IN BOLD TYPE ARE PROPOSED PHASE 2 WORK. 2. FOR WORK SEQUENCE REQUIREMENTS SEE SECTION 01120 WORK SEQUENCE. 3. FOR PHASE 1 WORK SEE G0006. 4. LOCATION OF CIPP PITS, AIR VENTS, AND DRAINS ARE NOT SHOWN ON THIS SHEET. FOR PROPOSED LOCATION OF CIPP PITS, AIR VENTS, AND DRAINS, SEE SHEETS C1001 THROUGH C1042. OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 5 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING BF LS P PHASE 1 WORK PHASE 1 TUNNEL WORK PHASE 2 WORK PHASE 2 ABANDONMENT WORK PIPE MATERIAL CHANGE BLIND FLANGE LINE STOP PUMP VALVE REMOVED AS PART OF WORK VALVE ABANDONED AS PART OF WORK PHASE 2 - CONSTRUCTION G0007 C-00568 C-00745 C-00567 C-00744 C-00563 C-00569C-00566 C-00513 C-00511 C-00510 C-00509 C-00505 C-00501 C-00502 C-00503 C-00497 C-00506C-00602 C-00507C-00508 C-00514C-00515 C-00516 C-00520 C-00500 C-00498 C-00499 ------- _/ MARK DESCRIPTION DATE APPR. I J EX. CROSS OVER #1 i 11 EX. CR SS OVER #2 ~ J NOT TO SCALE EX. CROSS OVER #3 I I I I I ((((} 11 0 0 0 @ 8 7 PACIFIC COAST HIGH W A Y PACIFIC C O A S T H I G H W A Y PACIFIC COAST HIGHWAY NE W P O R T B L V D . SUP E R I O R AVE . B A L B O A A V E . BITTER POINT PUMP STATION ROCKY POINT PUMP STATION PACIF I C C O A S T H I G H W A Y PACIF I C C O A S T H I G H W A Y BAYS H O R E DR. DOVE R D R . BAY BRIDGE PUMP STATION SEE NOTE 1. RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIREMENT RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIREMENT RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIREMENT RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIREMENT PACIFIC COA S T H I G H W A Y OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 6 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 LANDSCAPE RESTORATION AND STANDBY PUMPING LOCATION G0008 RECORD DRAWING ~~-~=~ ---· -----=::-::-=::. - . -r -· -.,, W. M. ------=--==----__/__-----=== TR.CT NO. 1'21 "·"· .,y,, I MARK DESCRIPTION DATE APPR. ------------=------- "' ·••"'" 1001-•54 -------- "·"·" ,0,11-a TRACT 117/JS-,. \ \ " ~,,oa:ooo-,~"_',', ~ 0. \ •• ~-,;. " - \i I;:; I :r: 'i ('1 -\ ----- \ . \ ' ,;. IM I.,, \-\ 600 SCALE: 1" = 200' NOTES: 1. CONTRACTOR SHALL PROVIDE STANDBY PUMP EQUIPMENT ON THE EXISTING PUMP STATION PROPERTY OWNED BY OCSD. SEE SPECIFICATION 02998 FOR SEQUENCING AND REQUIREMENTS. 8 NEW SOUTH FORCE AND DUAL MAIN ALIGNMENT DATA Number L1 L2 L3 L4 L5 L6 C1 L7 L8 C2 C3 L9 C4 L10 C5 L11 START STATION 56+87.04 57+26.54 58+10.21 60+17.60 67+35.71 67+52.15 68+87.83 69+38.35 70+89.09 71+28.49 71+63.55 78+43.53 92+82.14 97+01.56 98+28.29 106+71.08 END STATION 57+26.54 58+10.21 60+17.60 67+35.71 67+52.15 68+87.83 69+38.35 70+89.09 71+28.49 71+63.54 78+43.53 92+82.14 97+01.56 98+28.29 106+71.08 107+32.80 Length 39.50 83.67 207.39 718.11 16.45 135.68 50.52 150.75 39.39 35.06 679.98 1438.61 419.42 126.73 842.80 61.71 Radius 840.00 5209.27 1704.02 3665.68 1936.93 Line/Chord Direction 6 ( 1 ( 6 ( 6 ( 6 ( 1 ( 1 ( 6 ( 6 ( 6 ( 6 ( 6 ( 6 ( 6 ( 6 ( 6 ( Start Point N 2173819.21 E 6049689.34 N 2173812.10 E 6049761.61 N 2173854.27 E 6049964.87 N 2173813.07 E 6050682.93 N 2173804.57 E 6050694.56 N 2173792.94 E 6050830.03 N 2173800.42 E 6050880.52 N 2173801.68 E 6051031.26 N 2173800.92 E 6051070.25 N 2173795.31 E 6051104.82 N 2173789.49 E 6051745.54 N 2173575.58 E 6052992.57 N 2172858.29 E 6053331.99 N 2172612.29 E 6053426.22 N 2172527.56 E 6054154.01 N 2172115.87 E 6054213.02 End Point N 2173812.10 E 6049689.34 N 2173854.27 E 6049761.61 N 2173813.07 E 6049964.87 N 2173804.57 E 6050682.93 N 2173792.94 E 6050694.56 N 2173800.42 E 6050830.03 N 2173801.68 E 6050880.52 N 2173800.92 E 6051031.26 N 2173795.31 E 6051070.25 N 2173789.49 E 6051104.82 N 2173575.58 E 6051745.54 N 2172858.29 E 6052992.57 N 2172612.29 E 6053331.99 N 2172527.56 E 6053426.22 N 2172115.87 E 6054154.01 N 2172097.79 E 6054213.02 Tangent 25.27 17.53 344.58 209.94 428.18 Delta NEW NORTH FORCE MAIN ALIGNMENT DATA Number L12 C6 L13 C7 L14 C8 L15 L16 L17 L18 START STATION 200+00 207+77.87 215+76.04 227+13.05 227+49.44 227+86.11 228+19.10 228+39.33 232+37.62 232+79.56 END STATION 207+77.87 215+76.04 227+13.05 227+49.44 227+86.11 228+19.10 228+39.33 232+37.62 232+79.56 232+80.95 Length 777.87 798.17 1137.01 36.39 36.67 32.99 20.23 398.29 41.94 1.38 Radius 2493.45 301.59 291.11 Line/Chord Direction 6 ( 6 ( 1 ( 1 ( 1 ( 1 ( 1 ( 1 ( 6 ( 6 ( Start Point N 2172110.18 E 6054947.22 N 2171888.56 E 6055735.39 N 2171786.42 E 6056871.85 N 2171821.87 E 6056908.06 N 2171825.20 E 6056944.32 N 2171830.75 E 6056977.13 N 2171833.88 E 6056997.35 N 2171834.66 E 6057394.70 N 2171861.95 E 6057435.60 N 2171852.62 E 6057436.34 End Point N 2171888.56 E 6054947.22 N 2171786.42 E 6055735.39 N 2171821.87 E 6056871.85 N 2171825.20 E 6056908.06 N 2171830.75 E 6056944.32 N 2171833.88 E 6056977.13 N 2171834.66 E 6056997.35 N 2171861.95 E 6057394.70 N 2171852.62 E 6057435.60 N 2171851.45 E 6057436.34 Tangent 402.53 18.22 16.51 Delta OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 0 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 6 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING ALIGNMENT DATA AND POTHOLE INFORMATION G0009 I I I I I I I I I POTHOLE INFORMATION EXISTING POTHOLE# LOCATION PAVEMENT BACKFILL UTIUTY DIAMETER MATERIAL DEPTH TO THICKNESS TOP 0 AC AB 3 C1001,C1011 GP SFM 2411 DIP 6.75' 10 C1016, C1018 GP WATER 1411 ACP 3.70' 0 13 C1016,C1033,C1042 1.00' SFM 36" DIP 5.50' 16 C1018, C1042 GP ELECTRICAL CONCRETE 2.00' 0 19 C1020,C1034,C1043 0.80' SL ELECTRICAL SLURRY 0.80' 20 C1021,C1024,C1034 1.00' SL ELECTRICAL PVC 1.40' 23 C1021,C1024,C1025 0.60' GP GAS 2" STL 4.20' -0 24 C1021,C1024,C1025 0.60' GP ELECTRICAL UNK 8.05' -25 C1021,C1024,C1025 1.1 0' 0.70' GP TV 4" PVC 3.40' 26 C1022,C1026,C1036 0.70' SC ELECTRICAL STL 9.60' 0 27 C1022,C1026,C1036 0.70' SC GAS 2" PE 4.50' 28 C1022,C1026,C1036 0.60' 0.50' SC NONE NONE NONE NONE 0 29 C1023,C1027,C1029 0.70' GP NONE NONE NONE NONE 30 C1023,C1027,C1029 0.70' GP ELECTRICAi 24" STL 7.35' 32 C1023, C1027 1.50' SC GAS 1.25" STL 3.50' 0 33 C1007,C1023,C1027,C1038 1 .1 0' GP SFM 36" DIP 5.15' 37 C1004, C1013 1.00' GP SFM UNK UNK 7.10' 37.1* C1004, C1013 1.00' GP UNK 1.50" STL 1.60' 0 38 C1004, C1013 1.00' GP GAS 12" STL 4.10' 39 C1005, C1015 0.80' SC SFM 30" DIP 4.90' 0 40 C1005, C1015 0.80' SC HP GAS 12" STL 5.25' 41 C1017,C1020,C1024,C1033 0.80' SC ELECTRICAi UNK CONCRETE 8.65' --42 C1017,C1020,C1024,C1033 1.00' SC SFM 36" DIP 5.10' 0 43 C1020,C1024,C1034 1.00' SL ELECTRICAi UNK SLURRY 1.00' 47 C1008,C1029,C1039 1 .40' 0.40' GP GAS 3" PE 400' 48 C1008,C1029,C1039 0.80' 3.00' GP WATER 8" GIP 6.90' 0 49 C1010, C1031 1.70' 0.50' GP TV 20" TR 4.40' 50 C1010, C1031 2.30' 1.50' GP GAS 2" STL 5.60' 52 C1001,C1011 0.70' 1.20' GP SFM 30" DIP 6.25' 0 53 C1003, C1013 1.60' GP SFM 30" DIP 12.60' 54 C1016, C1018 1.1 0' 1.00' SL SFM 24" DIP 6.00' 0 56 C1003,C1013,C1032 GP SFM 36" DIP 7.80' 57 C1021,C1025,C1035 0.70' SC ELECTRICAi UNK CONCRETE 10.00' 60 C1009,C1030,C1041 1.20' 1.00' SC SFM 36" DIP 7.10' 0 61 C1009,C1030,C1041 0.60' SC SFM 32" VCP 5.00' 61.2* C1009,C1030,C1041 0.60' SC GAS 2" PE 4.20' -62 C1010,C1031,C1041 1.50' 1.50' SC WATER 24" STL 9.20' -0 64 C1010,C1031,C1041 1.30' 2.00' GP WATER 2411 STL 3.85' 65 C1001,C1011 1.20' SL GAS 12" STL 4.25' 0 66 C1042 0.40' 1.30' SC GAS 1' PE 5.60' 67 C1016,C1018,C1032 0.60' 2.00' SC ELEC, T, TV 3' CC ENC 3.20' 68 C1016,C1018,C1032 0.60' 2.00' SC ELEC, T, TV 3' CC ENC 4.40' *MULTIPLE UTILITIES FOUND IN SAME POTHOLE. CONTRACTOR SHALL VERIFY PRIOR TO EXCAVATION FOR ADDITIONAL PAVEMENT THICKNESS, SEE GEOTECHNICAL DATA REPORT AND BORING LOGS. 0 -UNKNOWN UTILITIES DISCOVERED UNKNOWN UTILITIES DISCOVERED -0 SFM STATION UTILITY DESCRITION DEPTH DWG. # NOTES SFM STATION UTILITY DESCRITION DEPTH DWG. # NOTES (FT) (FT) 58+60 ELECTRICAL 1 C1032 83+65 1" WATER 1.6 C1035 0 59+99 ELECTRICAL 3.7 C1032 85+44 TRAFFIC SIGNAL CONDUIT 1 C1035 60+62 ELECTRICAL 1.5 C1032 86+22 2" STEEL WITH CLAY LINE BENEATH 2.6 C1035 67+48 1 0" GAS IN 16" CASING 16 C1033 CALLED OUT IN PLAN; 86+42 4" PVC -TRAFFIC SIGNAL 1 C1035 0 ELEVATION VARIED 88+09 1" STEEL 2.2 C1036 71+29 1 0" CMP 2 C1034 88+69 1" GAS 4 C1036 72+30 3" STEEL PIPE 3.5 C1034 88+80 COMM. 2 C1036 0 72+55 1" PIPE 2.1 C1034 88+83 2" PVC 5.4 C1036 74+69 1" GAS 2 C1034 89+14 2" PVC 2.2 C1036 76+89 3 EACH 18" RCP STORM DRAIN 5 C1034 ORIGINALLY CALLED OUT ON 89+29 2" STREET LIGHT 2 C1036 PLANS AT STA. 77+25 0 77+07 1" GAS 2.6 C1034 90+80 1" PIPE 4.2 C1036 77+28 18" STORM DRAIN 2 C1034 93+82 1" STEEL 2.3 C1036 94+16 24" CMP STORM DRAIN 5.5 C1036 -78+32 1" GAS 4.5 C1034 -0 79+08 1" GAS 2 C1035 208+54 3" STEEL PIPE 3.9 C1039 80+98 6" STEEL PIPE 5.3 C1035 210+50 3" GAS 2.6 C1039 212+85 1" GAS 3 C1039 81+50 TRAFFIC SIGNAL CONDUIT 1.25 C1035 0 83+07 2 EACH 2" GALV. PIPES 1.9 C1035 229+12 TRAFFIC SIGNAL CONDUIT 0.9 C1041 83+09 1" WATER 1 C1035 229+13 3" PIPE 3.5 C1041 0 C, 0 z -~ a: 0 0 MM I ■ 1· ~ SANITA~/ • BC 1,, ~ "✓~ 5-60 a: Brown AND !}/ ~ 1, 0 MB -• <i?i '~o a -< (_) Caldwell i. -<,___j \ ' ' ~~----=---0 w ' ' UNDERGROUND SERVICE ALERT OF ~~\~ a: I ■ SOUTHERN CALIFORNIA • MARK DESCRIPTION DATE APPR. 9 I I I I I I I I DW G C 1 0 0 1 , S T A : 1 0 + 0 0 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 1 9 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - C - V A L N 0 4 0 5 - 6 0 - C - V A L N 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING C1001 C1002 C1003 C1004 C1005 C1006 C1007 C1008 C1009 C1010 SOUTH FORCE MAIN CIPP REHAB SHEET LIST C1032 C1033 C1034 C1035 C1036 C1037 C1038 SOUTH FORCE MAIN REPLACEMENT PIPE SHEET LIST VERTICAL DATUM: NAVD-88 (OCS 1995 Adjustment) BENCH MARK: Y-770 ELEVATION: 8.162 (Leveled 2011) DESCRIPTION: DESCRIBED BY OCS (1968) - 0.5 OF A MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT) FROM THE NEWPORT AVENUE OVERPASS AT NEWPORT BEACH, 0.1 OF A MILE NORTHWEST OF A CLIFF ON THE NORTHEAST SIDE OF THE HIGHWAY, AT PORT ORANGE FISHING HOLE, 28 FT. SOUTHEAST OF THE PROLONGATION OF THE CENTERLINE OF THE SOUTHEAST ONE OF TWO PAVED ENTRANCE ROADS, IN THE TOP OF THE CONCRETE SEA WALL, 72 YARDS SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 26.0 FT. WEST OF THE WEST CORNER OF A WHITE PAINTED ICEHOUSE, 2.2 FT. SOUTHWEST OF THE EAST (OUTSIDE) CORNER OF A RIGHT ANGLE IN THE SEA WALL, 1.5 FT. SOUTHWEST OF A 14 INCH POST SUPPORTING A ROPE GUARDRAIL AND ABOUT LEVEL WITH THE GROUND. COORDINATES HORIZONTAL DATUM: NAD-83 (NSRS 2007) EPOCH: 2007.00 PROJECTION: CCS-83 ZONE: VI COMBINATION FACTOR: 0.99997221 CALCULATED AT FVPK, NORTHING 2188768.54 EASTING 6048757.12 ELEVATION 80.33 &219(5*(1&($1*/( &$/&8/$7('$7)93.1257+,1*($67,1* 6048757.12 NOTES 1. COORDINATES, AND DISTANCES INVERSED FROM COORDINATES, ARE GRID. TO OBTAIN GROUND DISTANCES DIVIDE BY THE COMBINATION FACTOR. 2. THE GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) WERE USED FOR CGPS STATIONS FVPK AND TRAK. PROJECT SURVEY CONTROL POINTS: OCS CGPS STATION FVPK, NORTHING 2188768.54 EASTING 6048757.12 ELEVATION 80.3324 OCS CGPS STATION TRAK, NORTHING 2171991.67 EASTING 6088762.07 ELEVATION 495.40 OCS BENCHMARK Y-770 SURVEY CONTROL AND BENCHMARK DWG C1038, STA: 107+18.00 = DWG C1007, STA: 109+20.08 120+00 DW G C 1 0 1 0 , S T A : 1 4 2 + 0 8 C1007 C1009 C1010 130+00 C1038 C1008 BITTER POINT PUMP STATION C1001 C1002 C1003 C1004 C1005 C1006 SU P E R I O R AVE . B A L B O A A V E . SOUTH FORCE MAIN* PACIFIC COA S T H I G H W A Y NE W P O R T B L V D . PACIFIC C O A S T H I G H W A Y C1007 C1008 C1009 C1010 SOUTH FORCE MAIN* ROCKY POINT PUMP STATION C1002C1001 C1003 C1004 C1005 -10 -5 0 5 10 15 -10 -5 0 5 10 15 C1006 C1018 C1032 C1033 C1034 C1035 C1036 C1037 C1033-15 -15C1034 C1035 C1037C1036 C1038 C1032 20+00 30+00 40+00 50+00 60+00 70+00 80+00 100+0090+0010+00 *FINAL HYDRAULICALLY CONTINUOUS PIPELINE IN SERVICE AT END OF CONSTRUCTION ROCKY POINT PUMP STATION CONNECTION 110+00 140+00 V A A A A A A C1018 LIDO FORCE MAIN CIPP REHAB SHEET LIST (SHOWN IN KEY PLAN ONLY) SURVEY CONTROL AND KEY PLAN - SOUTH FORCE MAIN G0010 DWG C1033, STA: 71+64.55 = DWG C1034, STA: 71+63.55 D V V V VD V V V A MARK ---r,----cc-~r,...L.. ~ __ i--.,1...--~:-~~ -~:cc_r:_~--~-cc--1-1-I', ·-;_e ~~l;;L-~~;--~--:;-ci:: 1_ ~1--•--~----cc--~--~-cc--~--1-i--~-cc--~--~-cc-,1-1-l',..~~:-cc __ ~--~-cc ,._~--~--~-cc--~-'"' --~----cc--[' ~ -~-cc--~--l-i--~-cc--~--~-cc--1-1-l;....:-~-cc----~-cc-,.._~~ •J.=-~-cc--~--~----cc--J,.-1.., ~-cc--~--1-1--~-... -~--~-J..-.._1-1-~--~-cc--~--~-cc--E --~--~-cc--~-cc -~ -cc --~ -_l,ilJ,jll ~ -----------~-------- ---,----,'" ---,-- ---1-- " -I'" --~1--'"''""I'" '"''""'"'1-1-'"' .. ... '""-,--'"''""''" -'""-1-1--1--'""''" -'""-,--'"''""''" -~------~ -~------~--- ~ ~ -'"''""I'" -'""-+--1-i--'"''"" II-'""-+--'"''""I'" --cc--~--~-cc--~---~-~-cc--~--~-cc--~1--~--~-cc--~--~-cc--~--~--~-cc--~--~----cc--~--~-cc--~---~-~-cc--- --cc--~--~-cc--~---~-~-cc--~--~-cc--~1--~--~-cc--~--~-cc--~--~--~-cc--~--~----cc--~--~-cc--~---~-~-cc--~--~cc, '""-,-1--,--'"'-1'" --1--1---- ~ 11 ~ ~~-~ J~ .• ~-,----------.~~ -. cccc lco !--• •lco '""'"'1-1-'"'I--'"''""I'" '"''""'"'I--~- 11111 ,_ ---,'" ------,----,'" ---,-------,'" ---1----lco ---,--l•i----,'" ---,----,'" ---,-1--,----,'" ---1----lco ------~------~---------~------~--------~------~ -~------~--- -~1--~--~-cc--~--~-cc--~--~--~-cc--~--~----cc--~--~-cc--~---~-~-cc--~--~-cc--~1--~--~-cc--~--~-cc--~--~- -~1--~--~-cc--~--~-cc--~--~--~-cc--~--~----cc--~--~-cc--~---~-~-cc--~--~-cc--~1--~--~-cc--~--~-cc--~--~- I• ------1'" '"''""'"'I•-'"''""''" '"''""'"'i• -t•i--'"''""I'"'"''""'"'!• -'"''""I'" '"''""'"'I•+--I•-'"''""''" '"''""'"'I•-'"''""''" '"''""'"''"''""'"'i• -'"''""I'"'"''""'"'!• ------1'" '"''""'"'I•-'"''""''" '"''""'"'I• -l•i--'"''""''"'i• '""'"'i• -'"''""I'" ---,-1- 1. --= I---b '"''""'"'I• ---lco IC co>Ej• -l•i--'"''""''" '"''""'"'i• -'"''""'" IC'""'"'l•I--1• ---lco '"''""'"'I•-'"'"">='"''""'"''"''""'"''•-'"''""''" '"''""'"'i• --= x---b '"''""'"'I• ---lco '"''""'"'I• cc l•i--'"''""''" IC '"'"'I•-'"''""''" '"''""'"'i•I-:;: : =-11-1-1-11-I-I-I -1-1-\-\-\-I-I-I-I l-l-1-11-1-\-\-\-:;: : : ::: : : ::: : : ::: ::: : : : ::: : : :;: : : :;: : : :;: : -~--..--- ' C~-CC~--I --------------11~ -----------------I,-----------------~ll ------. ~ 1-1-1-1-1-1-1--,- 1-1-1-1-1-1-1--,- . • • -. I SURVEY CONTROL POINT 14 SURVEY CONTROL POINT SURVEY CONTROL MM BC MB DESCRIPTION DATE APPR. I I SURVEY CONTROL POINT 11~ \~ 'A IO !_:_:,. I :I'. POINT 9 BrownANo Caldwell ~ I ~ OJ ,o \i ,,;;:_ '-n ,~ SCALE: 1" = 300' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I I Sun,ey Control Points for Aerial Ground Control and Topography (NGVD 88/ NAO 83 California State Plane Zone VI) Sun,ey Easting Northing Ele1.0tion Control Point 5 6055915.95 2171785.65 12.20 7 6053489 37 2172478 94 14 62 9 6051590 08 2173657.39 11 61 11 6049298.80 2174190.57 18.38 900 12 6047965.28 2173462.36 7.13 14 6045960.63 2174901.80 10.93 SURVEY CONTROL POINT 5 1-1--1-I- - 10 5-60 (!) z -~ a: Cl Cl a: 0 0 w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 2 1 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 4 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - V A L N 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING C1011 C1012 C1013 C1014 C1015 C1016 C1017 C1034 C1035 C1036 C1037 C1038 C1039 C1040 C1041 BITTER POINT PUMP STATION SU P E R I O R AVE . B A L B O A A V E . NORTH FORCE MAIN* PACIFIC COA S T H I G H W A Y NE W P O R T B L V D . PACIFIC C O A S T H I G H W A Y NORTH FORCE MAIN* ROCKY POINT PUMP STATION 917 900 800-10 -5 0 5 10 15 -10 -5 10 15 C1036 C1037 C1038 C1034 C1035 C1036 800C1038C1039 C1040 C1041C1037C1011C1012C1013 C1014 C1015 C1016 C1011 C1012 C1013 C1014 C1015 C1016 C1042 C1017 C1034 C1035 C1017 20 20 C1039 C1040 C1041 0 5 DW G C 1 0 4 1 , S T A : 2 3 3 + 0 0 100+0090+00 200+00 210+00 220+00 230+00 DWG C1038, STA: 107+18.00 = DWG C1038, STA: 200+00.00 DWG C1017, STA: 70+52.25 = DWG C1034, STA: 71+63.55 70+00 80+0060+0050+0040+0030+0020+0010+00 BITTER POINT PUMP STATION AIR VENT (NIC) ROCKY POINT PUMP STATION CONNECTION *FINAL HYDRAULICALLY CONTINUOUS PIPELINE IN SERVICE AT END OF CONSTRUCTION VERTICAL DATUM: NAVD-88 (OCS 1995 Adjustment) BENCH MARK: Y-770 ELEVATION: 8.162 (Leveled 2011) DESCRIPTION: DESCRIBED BY OCS (1968) - 0.5 OF A MILE SOUTHEAST ALONG THE PACIFIC COAST HIGHWAY (U.S. 101 ALT) FROM THE NEWPORT AVENUE OVERPASS AT NEWPORT BEACH, 0.1 OF A MILE NORTHWEST OF A CLIFF ON THE NORTHEAST SIDE OF THE HIGHWAY, AT PORT ORANGE FISHING HOLE, 28 FT. SOUTHEAST OF THE PROLONGATION OF THE CENTERLINE OF THE SOUTHEAST ONE OF TWO PAVED ENTRANCE ROADS, IN THE TOP OF THE CONCRETE SEA WALL, 72 YARDS SOUTHWEST OF THE SOUTHWEST CURB OF THE HIGHWAY, 26.0 FT. WEST OF THE WEST CORNER OF A WHITE PAINTED ICEHOUSE, 2.2 FT. SOUTHWEST OF THE EAST (OUTSIDE) CORNER OF A RIGHT ANGLE IN THE SEA WALL, 1.5 FT. SOUTHWEST OF A 14 INCH POST SUPPORTING A ROPE GUARDRAIL AND ABOUT LEVEL WITH THE GROUND. COORDINATES HORIZONTAL DATUM: NAD-83 (NSRS 2007) EPOCH: 2007.00 PROJECTION: CCS-83 ZONE: VI COMBINATION FACTOR: 0.99997221 CALCULATED AT FVPK, NORTHING 2188768.54 EASTING 6048757.12 ELEVATION 80.33 &219(5*(1&($1*/( &$/&8/$7('$7)93.1257+,1*($67,1* 6048757.12 NOTES 1. COORDINATES, AND DISTANCES INVERSED FROM COORDINATES, ARE GRID. TO OBTAIN GROUND DISTANCES DIVIDE BY THE COMBINATION FACTOR. 2. THE GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) WERE USED FOR CGPS STATIONS FVPK AND TRAK. PROJECT SURVEY CONTROL POINTS: OCS CGPS STATION FVPK, NORTHING 2188768.54 EASTING 6048757.12 ELEVATION 80.3324 OCS CGPS STATION TRAK, NORTHING 2171991.67 EASTING 6088762.07 ELEVATION 495.40 OCS BENCHMARK Y-770 NORTH FORCE MAIN CIPP REHAB SHEET LIST NORTH FORCE MAIN REPLACEMENT PIPE SHEET LIST SURVEY CONTROL AND BENCHMARK C1042 LIDO FORCE MAIN CIPP REHAB SHEET LIST (SHOWN IN KEY PLAN ONLY) V V AV D SURVEY CONTROL AND KEY PLAN - NORTH FORCE MAIN G0011 DW G C 1 0 1 1 , S T A : 1 0 + 0 0 . 0 0 --It MARK -- ------------------------------ --------------------r --------- ----------------------------------------------• ---1--------: : = = = =: = =: = =: = = = =: = =: = = = = = = =: = =: = = = =: = =: = =: = = = =: = =: = = = =: = =: = =: = = = =: = =: ~ ----1-1-1-=: = = = =: = =: = = ~ -------= = = = =: = =: = = =--------= = = =: = =: = = = =----_IJ_ -= = =: -'"'--'"'-------'"'--'"'----'"'--'"'--'"'----'"'--'"'----'"'--'"'--'"'----'"'--'"'----'"'--'"'--'"'----'"'--'"'-------'"'--'"'----'"'--'"'--'"'----'"'--'"'----'"'--'"'-_'"' ____ '"'_' l1 =='"''"'=='"''"'='"''"'=='"''"'=='"''"'=='"''"'=='"'=='"''"'=='"''"'=='"''"'=='"''"'='"''"'=='"''"'=='"''"'=='"''"'=='"'=='"''"'=='"''"'=='"''"'=='"''"'='"''"'=='"''"'=='"''"'=='"''"'=='"'=='"''"'=='"''"'=='"''"'======I '"'=='"''"'== ~'"'----'"'--'"'--'"'----'"'--'"'-------'"'--'"'----'"'--'"'v-=~-:~.--'"'J __ '"'--'"'--'"'----'"'--'"'----'"'--'"'--'"'----'"'--'"'----'"'--'"'--'"'----'"'--'"'-------'"'-l"'vJ ___ '"' I ' ' ~ r--I"' / --------------------------------------------------------------------------------------·--------~------------------------------------fv ~----------~-------------,~---:--- 1~ ~, ~ -'"'----'"'--'"'--'"'--~c '"'--'"'----1, ~'"'--7 ~~~K '"'~ ~--'"'----'"'--~----'"'--'"'--'"'----'"'--'"'~~- V ~--------·-:===~=:==~\(=====================================--,v~==:~:~=====================:=: 1=======-~~~--~ ,~~~~1" C~~~~--1,v ,~~~~~--~~-------------------------~--~-& ' 1-1-1-1-1-1··1-1-1-1--,,-, CH-•1'"'1;;;;:-1-'""-ltt·l·l-1·1-t--i:::"' V A ·,;1r"'--1::::-:i,, .:e-'~-~v -----_': --,_ --------'"-------_i ,._ ---------:III---------------.".'. __ --""' ,.-i...., -'"' r-r-,_ , '-□ " ,_!l - ' ~ :Ill C ~ ~~-~----~--~--~----~--~----~l -·:· C --------~--~----~--~--~----~--~----~-~~ " . --------~--~----~--~--~----~--~----~--~-------; -----------------------------------------~~-, _____, --------- SURVEY CONTROL POINT 14 ,.. --1---1-1+1-1+1 1-1~1••1-l~l••l-l~I-I--1-1'" I•"' eel• --I• --l-l•l•l-l•l-1 ---·-- SURVEY CONTROL POINT V SURVEY CONTROL POINT 11~ 8 u 0 ----------~~------~~- 300 SCALE: -~ - --" "Ii -- 1-1·1-1-1·1-1--,---1-1·1-1-1·1-1 1-1•1-1-1•1-1--,---1-1•1-1-1•1-1 600 900 1· = 300' ~----------------~ ---------------------------------------V ,-~~-~i _, ____ _ '"' --'"'--:::1: ---~ --~---i:::~ ;:-.... .:I:: :_r::._ -·. -; ~----~ --~ --~----~ -:; :;-~ -----~ --~~ --~ :::~E:~_,_c-_1-~~-r-~--~--~----~--~~~-~~---~-:c __ ~~------~----__ --J 1-1·1-1-1·1-1--,---1-1·1-1-1·1 1-1•1-1-1•1-1--,---1-1•1•1-l•I 1-1·1-1-1·1-1--,---1-1·1-1-1·1 1-1•1-1-1•1-1--,---1-1•1•1-l•I SuM>y Control Points for Aerial Ground Control and Topography (NGVD 88/ NAO 83 California State Plane Zone VI) SuM>y EleVc1tion Control Point Easting Northing 5 6055915.95 2171785.65 12.20 7 6053489.37 2172478.94 14.62 9 6051590.08 2173657.39 11.61 11 6049298.80 2174190.57 18.38 12 6047965.28 2173462.36 7.13 14 6045960.63 2174901 80 10.93 ] - - SURVEY CONTROL POINT 5 0 L MM BC MB DESCRIPTION DATE APPR. SURVEY CONTROL POINT 9 SURVEY CONTROL BrownANo Caldwell POINT 7 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 5-60 11 (!) z -~ a: Cl Cl a: 0 0 w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 2 3 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING C1019 C1020 C1021 C1022 C1023 SOUTH FORCE MAIN ABANDONMENT SHEET LIST BITTER POINT PUMP STATION SU P ERI O R AVE . B A L B O A A V E . PACIFIC COAST H I G H W A Y NE W P O R T B L V D . PACIFIC C O A S T H I G H W A Y ROCKY POINT PUMP STATION 600 1000 950-10 -5 0 5 10 15 -10 -5 0 5 10 15 20 20 1000 1000C1019 C1020 C1021 C1022 C1023 C1019 SOUTH FORCE MAIN ABANDONED AS PART OF THE PROJECT SURVEY CONTROL AND KEY PLAN - SOUTH FORCE MAIN ABANDONMENT G0012 C1021 C1022C1020 C1023 ----,r------,, -'t-~ ,!! I Gl I ~\ MARK --------~ t ~--~----~~- ~ -- \( j DESCRIPTION I ---l__ ------JL 0 ,L MB BC MM DATE APPR. ----- u BrownANo Caldwell \~ ~ 10 I :i: C. -z. f'1 0) ,S ,~ ,,;_ I --n \-' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 300 600 900 SCALE: 1" = 300' (.!J z -~ a: 0 • 5-60 0 a: 0 0 ~= w • e!j' a: 12 SURVEY CONTROL AND KEY PLAN - NORTH FORCE MAIN ABANDONMENT G0013 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 2 4 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 C1024 C1025 C1026 C1027 C1028 C1029 C1030 C1031 NORTH FORCE MAIN ABANDONMENT SHEET LIST BITTER POINT PUMP STATION SU P E R I O R AVE . B A L B O A A V E . PACIFI C C O A ST HIG H W A Y NE W P O R T B L V D . PACIFIC C O A S T H I G H W A Y NORTH FORCE MAIN ABANDONED AS PART OF PROJECT ROCKY POINT PUMP STATION 600 500-10 -5 0 5 10 15 -10 -5 0 5 10 15 1000 20 20 10001000100010001000 C1031C1024C1025C1026C1027C1028C1029C1030 C1026 C1024 C1025 C1027 C1028 C1029 C1030 C1031 RECORD DRAWING--It --It MARK ==~~--~~--~~--~--~~--~~-=~~==~~==~==~~~=~~==~~==~==~~==~~==~~======~==~~==~~==~~--~--~~--~~--~~--~~----- -- -- -- ------------------------------------------------------------··-----------~ r---------------------~~---------------------------------------------\---------· I ----- ---.. - ···········"' 0 DESCRIPTION DATE APPR. --J)_ MM BC MB ------ BrownANo Caldwell u UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 900 SCALE: 1" = 300' 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. 5-60 13 (.!J z -I 0 0 a: 0 0 w a: BITTER POINT PUMP STATION ROCKY POINT PUMP STATION BAY BRIDGE PUMP STATION PACIFIC COAST HIGHWAY PACIF I C C O A S T H I G H W A Y BAYS H O R E DR. DOV ER D R . PACIFIC C O A S T H I G H W A Y PACIF I C C O A S T H I G H W A Y PACIFIC COAST HIGH W A Y B A L B O A A V E . SUP E R I O R AVE . PACIFIC CO A S T H I G H W A Y NE W P O R T B L V D . OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 2 5 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - U T I L 0 3 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SUGGESTED DEWATERING DISCHARGE POINTS TO EXIST OCSD SEWER SYSTEM G0014 MARK DEWATERING DISCHARGE POINTS FOR WORK SHOWN ON DWG C1011 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWG C1012 I ..... .. .... 7 •• ,.,,..,. DEW/liTERIN &-lillSCHARGE / [JEW~ DISG~,6/R,GE POINT FOR WORK SHOWN / PCJIN'f-FOB3'0l'!K-{:;la!Q.Wl'!J.__ -Ofll D G C1002 ON DWGS Cfo"01 AIN0-G.!;;001 __ -__ ---- DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1017, C1033, AND C50.2 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWG C1 017,,_ DEWATERING DISCH RGE __ ,,,.. POINT FOR WORK SH Q.WN ON DWGS C1016, C1 018, C1019, C1033, C1042, C5012, AND C5019 DEWA TERI NG DISCHARGE POINTS FOR WORK SHOWN ON DWG C1037 --- DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1020, C1024, C1034, AND C5006 ..... ,1. ,,., ATERING DISCHARG T FOR WORK SHOW ON DWG C1034 ....... 6 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWG C1013 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWG C1035 . DEWATERING DISCHA~G. ••• POINT FOR WORK SHOW ON DWGS C1025 AND C1035 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWG C1015 . ,... \ ., I' ··-··· •·"''' • \ \ DEWATE'l NG DISCHARGE; ,,,. ... DEWATER/NG DISCHARG):: ..,,,.l"OINT FjOR WORK SHO ~ POINT FO~ WORK SH ©W~ ON DWG C1 004 ON DWGS C1005 AND C1015' WATERING DISCHARGE R WORK SHOWN ,C1 O:F •. C1026, D C103 DEWA TERI NG DISCHARGE POINT FOR WORK SHOWN ON DWG C1036 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1010, C1041 AND C5003 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1010 AND C1041 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1040 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1029 AND C1040 DEWATERING DISCHARGE POINT FOR WORK SHOWN ON DWGS C1008 AND C1039 MM BC MB DESCRIPTION DATE APPR. BrownANo Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \\\ --(_ --DEWAl!;;RING' DI S'Clsi.Af<iGE --.....____ LiiN T FOR WORK SlrlOWN ( ON DWGS C1016, c1 032, \ AND C500\5 .... ,..... c ' \ 1. • 0 NOTES: SCALE: 1" = 200' SUGGESTED DEWATERING DISCHARGE POINT AT EXISTING OR NEW OCSD SANITARY SEWER MANHOLE EXISTING OCSD SANITARY SEWER MANHOLE EXISTING OCSD GRAVITY SANITARY SEWER PIPELINE THIS DWG IS INTENDED TO PROVIDE SUGGESTED DEWATERING DISCHARGE POINTS FOR USE BY THE CONTRACTOR TO DEWATER EXCAVATIONS, UNWATER EXISTING PIPELINE, AND MAKE CONNECTIONS FOR NEW VENTS AND DRAINS WHERE SHOWN ON THE DWG PLAN AND PROFILE. FINAL DISCHARGE POINTS SHALL BE DETERMINED AFTER ACCEPTANCE OF A DEWATERING DISCHARGE PLAN, WHICH SHALL BE SUBMITTED BY THE CONTRACTOR. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE DEWATERING TO COMPLETE WORK DESCRIBED HEREIN AND INCLUDE ALL COSTS ASSOCIATED WITH DEWATERING OF ALL EXCAVATIONS IN ACCORDANCE WITH THE CONTRACT DWGS AND SPECIFICATIONS. 3. DEWATERING DISCHARGE PIPING AND FLOW HANDLING SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. 4. THE CONTRACTOR IS LIMITED TO DISCHARGING NO MORE THAN 3.2 MGD TO OCSD SEWER FROM DOVER DRIVE TO ROCKY POINT. 5. THE CONTRACTOR IS LIMITED TO DISCHARGING NO MORE THAN 3.5 MGD TO OCSD FROM ROCKY POINT TO BITTER POINT PUMP STATION. 6. CONTRACTOR SHALL OBTAIN DEWATERING DISCHARGE PERMIT FROM OCSD PER PROJECT SPECIFICATIONS. 7. NO DEWATERING DISCHARGES WILL BE ALLOWED INTO STATE RIGHT OF WAY (R/W). DEWATERING WILL BE DISCHARGED TO OCSD SEWER SYSTEM PER OCSD SANITARY SEWER DISCHARGE REQUIREMENTS (SPECIFICATION 02140). 5-60 14 B R O O K H U R S T S T R E E T SANTA A N A R I V E R SHARED CONTRACTOR EMPLOYEE PARKING AREA LEGEND STAGING AREA EMERGENCY ACCESS 5-60 (11/14-8/18) BANNING GATE (CONTRACTOR ENTRANCE) MAIN GATE (NO CONTRACTOR USE) BUSHARD GATE (NO CONTRACTOR USE) CONTRACTOR ACCESS ROUTE OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 2 6 a m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING STAGING AREA AT PLANT 2 G0015 -- -....,:-0 <1}; fr?'i--- GENERAL NOTES SCALE: 1" = 200' 1. ALL CONTACTOR EMPLOYEES MUST PARK PERSONAL VEHICLES IN THE CONTACTOR PARKING AREA. 2. CONTRACTOR SHALL USE BANNING GATE FOR ACCESS. 3. ALL ROUTES MUST BE MAINTAINED TO OPERATIONAL FACILITIES. 4. THE FOLLOWING ACTIVITIES ARE PROHIBITED OUTSIDE OF ASSIGNED WORK OR STAGING AREAS UNLESS OTHERWISE SPECIFIED OR APPROVED IN WRITING BY THE ENGINEER. 4A. BLOCKING OR RESTRICTING ACCESS THROUGH PLANT EMERGENCY ROUTES. 4B. BLOCKING OR RESTRICTING ACCESS TO OPERATIONAL FACILITIES. 4C. STORAGE OF EQUIPMENT AND MATERIALS. 4D. STOCKPILING OF EXCAVATED MATERIALS. 4E. SEE COVER SHEET FOR PLANT LOCATION IN RELATION TO PROJECT SITE. 5. SEE GENERAL REQUIREMENTS SECTION ENTITLED "OCSD FURNISHED POWER AND WATER AT PLANT NO. 1 AND NO. 2". C, z -~ a: 0 ---11-----------------------------------------------------------------------------------------------------------------------+- MARK DESCRIPTION DATE APPR. MM BC MB Brown AND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 15 5-60 o a: 0 (_) w a: ȭ C1001 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 2 8 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - D E T L 0 5 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE SOUTH FORCE MAIN REHABILITATION BY CIPP STA 10+00 TO STA 17+00 --------------- ---------- -- :: -- 1--w om Zbz>-oz <( 0 _J~ Cf) _J ~<(<(:r: <(IIU (D Cf) -a:: I ow~3: wW<((f) (!J a:: z z <Cc.,zo z o...zo-Ww-Cfl -a:: I--Cf) • ~ 0... w <(~I-I~ _J z I--a:: 0 ::::, w O Cfl W "LLO::W a: rn~zOO:: 0 wW Cfl<( >ICfla:: 0 <( 1--0 I O Cfl<( I I--0:: a:: a: Cf) >-(D LL W Z 0 (.'.) 0 w Zo>-~O:: (.) 3:~U<(~ <(_<( w a:: > a:: a:: 00::::>0 a: O::ULL oo...u a:: <( w oz _J uowm w-:r:Cfl a:: !;;: I--z w~o 0 Cf) a:: w 0... wo-Cfl :r:LLLLW I--z a:: a:: -w >w m MARK DESCRIPTION DATE APPR. ---------------rr ----- V -CJ ----------., ----- T D A UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA --------------- r T -----• ----- ;~C\F\C coASi \-1\GI-IWA'< ----- SQ. , --------"--~li~1~• .._,.!!\!!' I I s:: )> --I 0 (I) I rri, rri-z 0 ["Tl ~I . 0~ ...... )> O• o ...... N-...J + 0 0 15 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT OPEN CUT HDPE PER DWG C5001 A. CONSTRUCT 4" PVC VENT LINE TO OCSD SEWER MH. ~ REMOVE EXISTING MANHOLE AND VENT AS SHOWN ON DWG C5001 B. ~ MAINTAIN SERVICE DURING SOUTH FM REHABILITATION . ~ PROTECT IN PLACE. ~ ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1, DWG C5009. CONTRACTOR SHALL LOCATE EXISTING 12-INCH HIGH PRESSURE GAS MAIN AND VERIFY LOCATION HORIZONTALLY AND VERTICALLY PRIOR TO WORK BEING PERFORMED. SO CAL GAS FIELD REPRESENTATIVE SHALL BE ON SITE DURING ALL EXCAVATION ADJACENT TO H.P.G. SPECIAL WORK. PLAN SHALL DETAIL WORK ACTIVITIES AND PROTECTION MEASURES TO H.P.G. IN ACCORDANCE WITH C.G.C. 4216. (EX: GAS SHUTOFF, NON-VIBRATORY SHORING INSTALL, ETC.) ~ CONSTRUCT CIPP LINER IN EXIST 42-INCH APPROX OD HDPE FM BETWEEN LIMITS SHOWN. ~ INSTALL CIPP END PENETRATION. SEAL AT WETWELL WALL SHEET NOTES 1. NORTH FM REHAB PER DWGS C1011 -C1017. 16 ȭ C1002 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 3 1 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE SOUTH FORCE MAIN REHABILITATION BY CIPP STA 17+00 TO STA 26+00 PACIFIC COAST HIGHWAY LIDO SANDS DR. - -----------.:.:::-=::::::::;"';;;;==-=-===~ --~~~ 15 ,1/ ,0 0 ·+ I'-·~ <( 10 I-(/J --c.-----------------~ --- -------- . ------------ I I -~ ----5 L,"' - <13} 0 :-i-:-11. ULJ"-' "i ~7~ ':" ~o IqO - -5 ::::> .... • -m~r F CN-.a: I-II .lL -U>~-i~ HORIZ: 1''=40' x1-> a.. --b,HI)~ ·C::'>· -~ VERT: 1 "= 4' ,_ 177·00 18+00 19+00 20+00 21+00 22+00 -----------~--- 4 8-" R-GP--S -~o -tF-1 ~Q-\i~~ F-¥➔-F'f' --m-f-. E~I~~T7 ~ R~fo:ErE-@ (/] 0 n F--~l~SQIJ-i -F-M-P-I P-ii,; c-fd"!W ~ z I 1--S2~-- O_ <( 5 OCJ ffl <( ' . -· .,,..,, -·--· . vv -" I ••• -~~-a1rir1r ~-- . .... a..lO -oo ~rt)~ . LL! • .... ,-c.!l I ± ~ N <C_j t'II. -.b;I . I--< ~::>'-I--~z ct) 23+00 24+00 25+00 15 0 o · +. (!) N · -.. <( I-10 (/J 5 0 -' 'rl' . ~ -•• • ·- -5 -~ 'V 26-r-oo 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX. 18 FT X 8FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A ~ MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. ~ PROTECT IN PLACE. SHEET NOTES 1. NORTH FM REHAB PER DWGS C1011 -C1017. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: LJ.Jt--en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!J UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ..J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ 1--z -> Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) 1--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > 1--0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z 1--0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -1-- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 17 CI: ȭ C1003 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 3 3 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE SOUTH FORCE MAIN REHABILITATION BY CIPP STA 26+00 TO STA 35+00 PACIFIC COA S T H I G H W A Y SUPERIOR AVE. BALBOA BLVD. LIDO SANDS D R . .. ----- ~ ::------.:;:_ =-------.: :-----...:: ----....::::_:c------:;:_=------=:; -:---..,:_:---------..... 15 0 ·o . + (0 ·N -. <( \ 10 I- (/) \_ A "PROX. EXIS GRADE @ OF EXIST Sl UTH FM PIPI 5 0 -:'A~Fir.rn3, ~ ~. -5 -~ 'V 26-.... oo 27+00 28+00 • -::------.:: -c-----::: ::-------....; ,..-..-...___;: ---------...::_ ::----:;: -~ :----.....: c---...::-~-::---------::: ~-~ ·::c---------..:_:c-------...:::_ ::------....; ~-~ ·=:-----....:;_=-----::--------..: :-----.= 0 ------·- -• • ! ·~~·. •. a;, -r=;::.'\.-\ ✓ r. ~(to L ~- LID(! SAND~;, . E ~ ~~ • • ' -~ --~ts1;., :::-~sAt sOA BLYP-• • ~ • ( --------,( ." ~ "----"-"~ "'~ • -"1/ 15 0 o · + . If) ~ I") ' 0 m . ' -<( ------I-10 -<,.5g> ,~ ('.) ('.) (/) ~~ --u I --u 0--~--------.,.,,,,.---------g · ----, -·sor -w w ...__ ----- ~- w 7 ~/----J.[:1 0..._[h.!= 0-. . -_J (J) CX) / > (J) -. (J) w -'--<Q' = ·1r -,f,.. --cB·--'c7·-~ ' u V <( D... / --G el' -~,,~ 'd-§;l ~ -~I N w v I w I . I 5 ro ' ~ 0 --· -·--·. 0 --~ff Im ~S,-ffl~1~r 11~1F1~ -/- ' -rr . ~ - ~,. ~o ' . -~ •• -...... .... ,n " -5 ' 4 "'. i= .-I-5--.... 3 ~Ql z C/l C I I-o+ 0 . II ~ cn-OI, a. I-t'") (I)--ll:c -1 "=40' -1--,,-:I: ~-5 >a. HORIZ: (/) . _<( (!) ~o-x ~1--VERT: 1 "=4' LLJ (/) :I: -~ ,_ 29+00 30+00 31+00 32+00 33+00 34+00 35--00 0 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX. 18 FT X 8FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGs C5015 AND C5025A. MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 24-INCH MANHOLE AND HIGHPOINT VENT PER DET 1, DWG C5010. SHEET NOTES 1. NORTH FM REHAB PER DWGS C1011 -C1017. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: UJt--en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ C..C!>I>- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<(() Cl UJ 1--z -> Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) 1--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > 1--0 0 o u. en () 0:: 0 0:: UJCl..>-0 0:: z () 0:: UJ O iii 0:: -UJ IB~::::i>- I~ U Z 1--0:: () <( 0 <( 0:: u. UJ 0 z I u. -1-- (!) z -~ a: Cl --1~--.-----------------..--...... -------MM ________ ...,... _______________________________________________ ....,. ______________________ P""-________ 4-+-C) BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 18 CI: PACIFIC CO A S T H I G H W A Y ȭ C1004 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 3 5 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN REHABILITATION BY CIPP STA 35+00 TO STA 44+00 PROFILE PACIFIC CO A S T H I G H W A Y 15 10 5 0 -5 ,_ -~ -:c-----.....:::_::------..c ~---------------- ----·----- ~., . -....-.. I I ---:: -E--44., - w -{ ,1 I 1------------------------------------------------<, 1 ,,>-------------------------------------------------1 0 0 ·o o · -+ +. 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CONSTRUCT APPROX. 18 FT X 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A. ~ MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1 DWG C5009. SHEET NOTES 1. NORTH FM REHAB PER DWGS C1011 -C1017. 0 ~ • UJ CD ~ u_ -::::, -en zo::zen 0 UJ O UJ o>c..O:: UJ1--en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!) UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ _J UJ -0::Z;,i!CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ 1--z -> Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) 1--0:: 0 0 zoo en ~ >-u_ en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > 1--0 0 o u_ en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z 1--0:: (.) <( 0 <( 0:: u_ UJ 0 z I u_ -1-- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 19 CI: PACIFIC COAST HIGHWAY HOAG DR. OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 3 7 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 C1005 SOUTH FORCE MAIN REHABILITATION BY CIPP STA 44+00 TO STA 53+00 PROFILE HOAG DR. PACIFIC COAST HIGHWAY 0 52+00 - ., n1t I I -~ -'y 20 -------------------------------------<" 1/')----------------------------------------------1 20 ,0 0 , 0 0 ·+ +· "<I-I") ' "<I-II)' ' . ' <( 15 I-(/) <( I-15 (/) C ·-=r-V I _____ , ___ 1,___.A .... P ... P_1""'~ o""x'"' . ....._E ... x"'I s'""'T.._. _1~"-"R.l.i.A ... o ... E----'@"--_II _____ , _____ 1 _____ , _____ , _____ ,1 ______ , _____ ,1 _____ .1 ___ ... 1=,[ ~tsJJt~tG_D.BIYJ 1/lAY d / 'i. OI EXIST SOU H FM PIPE - C I -f-_ ------_ --C)-, 17 -r---l-----l-----,1-----ru 1-----t--j ----1-------:-==-=,-.=~----1=-~~~,-,--~=~1==-==--==-~:...._----l------l--=~~d-L -~-v. ~~=i.----'=-=-=t:::------1·------:==--II f--_L ----vv --' 10 ~::......==--==--=i=-~----1'--=";"F,--==--==::fF---=--=------+-----+-----W V --~ ',, 10 C) ::= r-'-!~ ~ ~ :;; 1-----1----:=J--1~1-----l.:..1I-----1-----1-----I '---+--;-1 2---,,.,..., _A_C_P,-----,5.ro":i>---1------1------1------l!ci 'n ---Cj -"'f·/4 <--;-----:1--;:2,;;,,ll---:-A,:cC,:cP-~ i=":" 1----V11,-----,------,-----~ / CIT Y WATE R-..... _r---,------,------,,-----,,-i==•-----,-----,--CTT VVATER~~,------•------H 1-----,----1--,-r,,.J -i2.-1-1-----·1------,-----,1-----,-v--,tFTITD_, r RWY') 1 ~ --1-f-(Tr rnvrRwr;-1__,..:=J.,,....---·1-----11 1-----1----111--1--~~--+-----l--------~------IH------~------l------l------l----~d "-l-----1--~~---1-~--·---T---t-~----t-7-------1-mr----1------11 iS2 w ci r ~ F 5f----+-------+--+--"'-t-----l'l----+-----+-------ffil----t-----+-------+------t---¾-+-----+----""l----+---'----t+-f-----+-''-----+-+-----t-----i5 w / 1-----1-----1---tXJ -l-----•1-----•1-----l"l-t------1------1------1------1-----1-1-----1-~----l------l--r,..a....._~---1------1-11----1------11 r /, -1-----,t------1-----1-1-1-----•l------1------1------1-----'--l~-----t--'--------t--------1-1~-""==~/t6Q/"~----1-----1-----H 1-----1-----1-----•t------1------1-----1I11------1------1------1------1------1--------1------1------1--l---~I-----I-----I-----II O l-------+-----+-----+-----+-----+-------lltt-----+-----+-----+------,~--~n"-t--E-*-P--FM""""•----j-------jf-------l-------f-+-t----~-~-~•~-~--P--1---FM"'t-----+------l0 ---•• I ,.-, ---•• I n, ' ~ ~ ~ -~ _, ·... 1.&.=~=cx:,----,------1------1---~ .. --- ,~ ~ wc,.i ~-•·· l--",.'-'----l-----l-----·1-----·1-----·1----~-Q,,-----·t-----·t-----·t-----·t------1------1------1----~j;....,.·~1'0~-----I------I------I---~~;:.....-.._. ~1--,..,... -5 -5 ~O~ ~Z• ::::> ..-·-----1------1------1--Ill .«:,io,----1------1------1------11 0~11-I-~ 1-----t-----t-----,t------1-----•t---~•t/Js,~'iif ~C:'-------1------1------1--1-----1-----1----!,!!"•'=<(~•----•t------1------1-----H 1-U XNl-1-----1-----,1-----•1------1------1----~-t > a: HORIZ: 1 "=40' l:[f f"""(l)l----1------1------1------11 1-----t-----,t-----,t------t-----cf----w CJ) -Zb'(.)"" ____ ,, _____ ,, _____ ,__ VERT: 1 "=4' -10 ~--~---~---~---~---~---~---~--~---~---~---~---~---~---~--~---~---~---~ 10 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 0 1Y 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT GIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX. 18 FT X 8 FT GIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A. ~ MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. ~ ~ PROTECT IN PLACE. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1, DWG C5009. SHEET NOTES 1. NORTH FM REHAB PER DWGS C1011 -C1017. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: U.Jt---en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJ I I--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<i:: UJ UJ O ~ UJUJzI a: CDI<((.) Cl U.Jt---z- > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) I--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > I--0 0 o u. en (.) 0:: 0 0:: UJCl..>-O 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>- I~(.)z I--0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I-- (!) z -~ a: Cl ---11>----,------------------.,...-..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 20 CI: PACIFIC COAST HIGHWAY ȭ C1006 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 3 9 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SOUTH FORCE MAIN REHABILITATION BY CIPP STA 53+00 TO STA 56+50 PROFILE MARK 0 0 + r0 L[) L[) 0 ·O <(~ I-u c.n I c., 3 wo z w 1' _Jw I c.n I u ~ loo I ' I -- I 15 I .o 0 ·+ r0 ' L[) 10 <( I--c.n 5 0 \ -~- -5 -10 -15 53+ -,._ y~ . 00 54+00 v 0 1/l ~ -I--.. ----Q_ ' / ---0,: \ At2f4R·El~-. i:;;,¼1~ <~R<A!=!~@ :::_ --_n F D<lSL S.I .. UT~ DA PIP --n ·-~--.. ~"< - -~ _,,-.--.--~ -UI II I HORIZ: 1 "=40' VERT: 1 "-4' 54+00 55+00 DESCRIPTION DATE APPR. RCP-So 0 L[) + <.O L[) <( -I- 1/l c.n -m 7I u ~ co 3.6.'.'..,:.3D.:. -·. ' ... -S::::.0 n1 n t--= 0 a.I{) .,._. en L'-1~ "'j' C!> I ,..,.. IO <C_j IO t--=W . < ~:::,1 I-~z V) 5 6+00 15 10 5 0 -5 -10 -15 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. PROTECT IN PLACE. SHEET NOTES 1. NORTH FM REHAB PER DWGS C1011 -C1017. 2. SOUTH FM REHAB BY CIPP BEGINS AGAIN AT STA 109+20 ON DWG C1007. 21 PACIFIC COAST HIGHWAY ȭ C1007 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 4 1 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN REHABILITATION BY CIPP STA 109+20 TO STA 118+00 PROFILE PACIFIC COAST HIGHWAY w _J LL 0 Q:'. 0.... r--.. II oO <(Z r--.. w <( tiz <( .:'.S<t: m _J ..___, CXl 0.... ~o LO • ::?, ·O .. r--N U-; z~+z a+ O'l WtjoO ·~-r-Z <( <( <( I-<( (f) I-I-• Cf) Cf) Cf) :::?! ::?, 3: LL LL W z . (/) (f) Q:'. 3: I-0 (f) LL W-z X CXJ Wn 0 ~ u w w Cf) I I I 15 10 5 0 -5 -,- ;;;, • ~...:.A~-O......~-~s= I I -~-r~J I ~ :::E - F ,,al St ..... (/) w -10 109+20.0B 0 v )· . -u -. scj- ~ ' "'·· . ,· . ,, "·.,•,·.t ,,. . --~ ·--· -------·-1,---0.0000 "'--CONC RO AD S·" DJp F"•~ ,_ --~ '\ ............ i--= i--= LO ,_ '-'! -wm -Q> w .m e I') _J(D 9 ...JO (!). • ilr<;i -+ z~ 6 ~. a, -e <· .... .... ~ .,_:W ,. .w < c::....: :'(. In;> (/) :::,.z (/) I>~ 110+00 114+00 "\.1/ ----f-----------------------~ TANK rrvPJ --HORIZ: 1 "=40' VERT: 1 "=4' 111+00 112+00 113+00 114+00 0 0 + CXl - - - - - - -;::::.. ----=-----=---=-------=--=-=.;;.--=-...;:_ -~ - - ----~ ~ CXl ~o .0 <(~ I-u Cf) • 116+00 -------13' -----, y GRAD" -APPROX. EXIST. @ ~ . --- --~-....-A-"' OF EXI' PT SOUTH FM PIPE - 35-DIP FM - - 2 0 LL ~ :r: en =-:::J + u "'iTJ""1'.'. IJl -.□ I- ~= ~-0 X I-0 -v, ~ 115+00 116+00 117+00 --~ - ' . .• . . • ·.t --· ·r · L CONC RO AD Ci,,....:n 11111111 117+00 I~ WO Zw _JW ICfl u 1- 1,1 I I -1 15 ---- TANK r rw ) ~ 0 o" + -.... 10 .... <( t= VJ 5 ~/ ~- 0 -5 -10 118+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT 18-FT X 8-FT CIPP PIT WITH CLOSURE SPOOL AND MAN WAY PER DWGS C2015 AND C5025A SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 -C1041. 2. ABANDON EXIST NORTH FM PER DWGS C1024 C1031. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: UJt-en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJII-UJ 0:: 0:: 0 ffi z <CUJZ:r: [b UJ _J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<C UJ UJ O ~ UJ UJ Z I a: CDI<(() Cl UJ I-z - > Cl)Q I <Co::-~ Cl IUJ~en a: en:r:~z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO O O I 0:: a: o::>1-0 0 o u. en () 0:: 0 0:: UJCl..>-0 0:: z () 0:: UJ O iii 0:: -UJ IB~::::i>- :r:~Uz I-0:: () <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 22 CI: ȭ PACIFIC COAST HIGHWA Y C1008 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 4 4 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN REHABILITATION BY CIPP STA 118+00 TO STA 127+00 PROFILE PACIFIC COAST HIGHWAYI I I -==-=-123+00 \ I ,_ I \ 15 i--------,---------,,--------,---------,-------,--------,----,-------------,----v<---------,----.-----------,---------,,--------,---------,-------,--------,--------, 15 o - 0 ----...p,..... cq- ~ <( G 10 (f) Q_ 1---1------1------1------1---C:Ii--·l-----·l------l------l------l------l------l---l-+---"'+-I <( 10 (f) ' QJ 5 5 ~~---1-----1-----•1-----1,-----1-----1-----1------1-----11-----1---:""" .==--~, v0.-1---~""" v N ~ v 0~--------t-----t----t-----t-----t-----t-----t----------t-----t----t-----i,:~:,-t-----t-t---~,;t----------:~t-u~~-------j-----t------t--_c,~70 ± C) • (',I """ 1-----·1-----·1-----·1-----·1------1------1------1------1------1------1----:1"5 ~·I0-1----.::,,-------!::ic'""+"l--"N'-.-, --1-----1-----·1-----I 1-----·l-----·l-----·l-----·l------1------1------1------1------1------1--___,,,,~,--d-1-----' l---!·~·,clt)IG----1-----1-----1-----1 .-.W • NZ • f-----1-----+-----+-----+-----+-----f-----+-----+-----+-----+---~1~=--,--1----~ ~1 +----t---c~·~--rr---=~~~t---t-----t-----1-----1 <( a::: > """ 1-----1-----·1-----·1-----·1------1------,------,------,------,------1---:'= W.z~1----"'-'l~!-:-----1-li"i wio--< 0::'>1---1------,------,-----, (/) >-I'") ...J"": I--z -5 """z -5 ----1------1----<G ·>1----1-e,.i ·~_J--l------1------1------1------1 HORIZ: 1 "=40' VERT: 1"=4' I-z ~ .I.LI ----1------1----"IJJI --. ·i=;=.--1------1------1------1------1 <( a::: • ----1------1------1------,-1,; ~·~--•1------1------1------1-----1 -10 '------'-----'-----'-----'------'-------'-----'--------------'-----'--------'------'-------'----"'-----'-----'----~-10 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A CONSTRUCT MANUAL DRAIN ASSEMBLY PER DWG C5019 CONSTRUCT MANUAL AIR RELEASE ASSEMBLY PER DWG C5018. ~ CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. ~ PROTECT IN PLACE. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 -C1041. 2. ABANDON EXIST NORTH FM PER DWGS C1024 C1031. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: UJt-en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJII-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ C..C!>I>- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<(() Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1--0 0 o u. en () 0:: 0 0:: UJCl..>-0 0:: z () 0:: UJ O iii 0:: -UJ IB~::::i>- I~ U Z I-0:: () <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl -lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 23 CI: PACIFIC COAST HIGHWAY ȭ C1009 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 0 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 4 6 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN REHABILITATION BY CIPP STA 127+00 TO STA 136+00 PROFILE 20 15 A C ,-,: I N Ql I 1 1 . 0 0 . 0 2 t-------,---------,-----,---------,-----,---------,-----,---------,-----------,-----,--------,---------,-----,---------,-----,---------,---------120 u ----1------1------1-----,1-----1-----l·-----1------1------1-----1-----1-----1------1------1-----·l-----1-----1,----,U 0 0 r--co ~ 0 I") ----1-----1------1------1-----·1-----1-----1,-----1-~1----1------1------1------1-----1-----1-----1------1------1-----1 <( (/) 1+-----+----+-------1-----+----+-----+-----+-----t--ffl+----+----+-----1------+----+-------+-----+-----+-----+----+<(~ 15 i-----1,-----1------1------1-----•1-----1-----1,-----1-~----1------1------1------1-----,1-----!a l-'A-"P--'P--'R.:..::O"-'X"-".-'E""X-'l"'"ST.:..:,---"'G'-'R'-'A'='.DSa.E_'f------1-----C/ll OF EXIST SOUTH FM PIPE 1-----1-----1·-----1------1-----·1-----1-----1,-----1-~~----11-----1·-----1------1------1----1-1-----1-----1·---~=1=~-~- x - ----1--=-:::....:==--=-=-t=-~~~--+--~==~-=-=l-===--=-=-:=--1--_-_---·I-==-_---==l-_-_-::::-_-_-1,-----l~rl--_-_-_--=l·-=_-=_--==-I--==-_-_--l--_---~~-+-:-=--==:-=~4=--='=--=f,=....:;F--=---l·---C-O_N_C_I_T __ A_N_K---1-----1 -- ROAD (TYP ) 10 t-----r-------t------;-----r-------i-------i-----i------r--;-i-----t------;-----r------i-------i-----,-r-1H-----i---r--,----t------;--------i10 1-----1------1-----1-----1------1-----1,-----1-----·1-----1------1-----1-----1--.,,,5 !!.....E)IP-FM----1 ~!!'~--1-----1------1~----1·-----1-----1-----1------1-----1-----1------1-----1-----1-----1¥[:1·1~---1-----1-----,,--,.~ 0f----.JtP---+----+-----+-----+----+----+----f-------+----+----+-----+----+----+----,1~f------+----+----+------"l!-'--~0 127 00 128+00 129+00 130+00 131+00 HORIZ: 1"=40' VERT: 1 "= 4' 132+00 ...- 1-----1-----1-----~·-+-,1----1------1------1-----1 """ 1-1-----1-----1------(.f ), . r,:) cc=-----1-----· l-----1-----1 ...-a.. 133+00 134+00 135+00 136 00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX. 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A ~ PROTECT IN PLACE. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 -C1041. 2. ABANDON EXIST NORTH FM PER DWGS C1024 - C1031. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: UJ1--en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!J UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ 1--z -> Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) 1--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > 1--0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z 1--0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -1-- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 24 CI: DOVER DR. BAYSHORE DR. 1 ȭ 1 C1010 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 4 8 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SOUTH FORCE MAIN REHABILITATION BY CIPP STA 136+00 TO STA 142+23 PROFILE PACIFIC C O A S T H I G H W A Y DOVER DR. BAYSHORE DR. 138+00 I ' / 20 0 -o ± CD I") 0-:: (/) nrr_. ~ -= TTJ (/) u s 0-::. ~ -= ·EL >-. 15 1-:: (/) u 1-, --~ u;:::: -',,----~--- r-~ -co ----u w ·-F·f ·R6-;x;-. E-X"I-S-t:-e R-A-B ::: ?Z-e_: .. -r F-i;; ){l&T~-Q.IJ. -~f:.M-P-1.P-.i;.:..... ~ 10 ~ -" 5 -~~-A,.,.-=-,.-11-=-•• -,~ - ~-M-:'\' .---r~ 0 . 115 i-=~ a.. I") gi' w.o ,___ct-_ + C!) • ,_N . I") <C_j -5 i-=-. ~:::r t: !s!z . -. ·-,~ 136 1-00 137+00 138+00 W I I II 11 wri--l--I ,1/ - ' c:rro · 36" MANHOLE AA STA. 139+15.00 VV ~ A R C E L M A P -' ' ~ 0 Q -~l N 0. 7 I 1 -- CAL TRANS R/W 9 4 - 1 -1 ? l'.) -4" VENT'-3Y ~ _J <( /'------I-~-crtti ~v~ _J o_ LI, ---,> u --... I-~; --:] -~ --~ --- --<( :r: -es:J. -. --~ • CONC TANK -0 .lcEJ. 0 ~ --• ~--E_R □AD (TYP)------ti---~ -~ .r - --• 2 -"'~· '· I < - --"r --•--· +---s Q QQt§ ------= =: ~.6 ~ -~ / -;± ~ ~ -,-/ x· / ~ ~ ~ 36'' DIP Ftvf -# ,, \ . ~~rr I ;; ;'; ;; I ' '\, ~ ~ ~~7 ' ' "-'\, ~ 7 ........ " ...... --- .0. i-= ::::E.. -~e-_u:, i-= -LA i,,,; ·a:-1.a.. ~ I") I") ·a: I") a.. .... N ~~-~ -Ft· . ~d 7 -8) td [.iJ<O 0 (D .,.,I ...JN .o /-!- z•-o di -::! :z'° O> om O> z -I") ·< _J-cn-1"') .1= en,-,,· -I") ·< d:i <( • a.. .... ...J .... .w .... .... .... . w / < a:: • (/) < a.. (/) • -~ F I-a:: t:i ~ .a., )'(""~-a::~ C) I= -~-~ ~ ~ ~ en ~z u 7 z en u wen en -i::;:r ~ _J l'.) (/) ~ ts!b ---~ u (/) ·-~ <( -st-(D u l HORIZ: 1 "=40' VERT: 1 "= 4' 139+00 140+00 141+00 142+ 11 RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT - • - T CAL TRANS R/W -# - -~41. ,,6-~w~~ -..-~ SEE NOTE 37 --- OCSD ESMT SEE NOTE 3 1 1 5 / I I 0 ~ ± N -st- SE::: ~ 7JE1AII ·'<I': 1-:: --p ---= f-=-,...-::::::,~=---- I ---- I -~ ,. --I -I I . - -. -. I I --- t ::::!:o LL.~o E~ ---- ON I-ltk"<tc ·o: I"') I-.... n Ir _J n: Ki' :::) _<( Cl.. N <( X..I= wen () i / -st-< . .7) > - .,;(.. I- <( ;;,- rn 142+00 SEE DETAIL 20 I \ 0 15 ·l -I I 10 ., ., I I 5 ., j 0 -5 ·-,~ 143 1-00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. SEE DWG C5003 FOR NEW S. FM HDPE TO EXIST S. FM CIPP CONNECTION . CONSTRUCT APPROX. 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A CONSTRUCT MANUAL AIR RELEASE ASSEMBLY PER DWG C5018. ~ CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. REMOVE EXIST 36-INCH ACCESS MANHOLE AND HIGH POINT VENT SEE DETAIL 2, DWG C5010. PROTECT IN PLACE. ABANDON EXIST 36-INCH MANHOLE AND HIGHPOINT VENT PER DETAIL 2, DWG C5010 SHEET NOTES 1. NEW SINGLE NORTH FM PER DWGS C1038 -C1041. 2. ABANDON EXISTING MONITORING WELLS PRIOR TO FINAL PAVEMENT REPLACEMENT. 3. CONTRACTOR MAY NOT STAGE OR OCCUPY OUTSIDE OCSD EASEMENT. CONTRACTOR SHALL SECURE EASEMENT WITH FENCING IF USED FOR STAGING. SEE DWG C1031 FOR PARCEL CORNER COORDINATES. (!) z -~ a: Cl --1~--.-----------------..--...... -------MM ________ ...,... _______________________________________________ ....,. ______________________ P""-________ 4+-C) BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 25 CI: ȭ C1011 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 5 1 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 NORTH FORCE MAIN REHABILITATION BY CIPP STA 10+00 TO STA 18+00 PROFILE PACIFIC COAST HIGHWAY ::::. EX. BITTER POINT PS --~ -- 0 0 13+00 EXIST SOUTH :. , SEE NOTE 1 15+00 - I 15 ,__------------l--=------1------------+----r-.. .. -------------------------><-----------------------------------l 4" VENT 15 ,€) 0 -+ Ol S IA. 0.00 -~~==~~----l•-----1------1-----•l-----1-----1-----l•-----1------1-----1-----11----CIPP PIT 0 e · + OCl - 10 <( (/) ------------ 1-----1-----1-----e -~--= ~--,-·-1-1------1-----·1------L 1':I" · R=~l°yT-:-1-----1-----1·-----1------1-----,1-----11-----1°-----1 w ww 1-----1·-----1·---=J•----1"J""--•--x --t><l-----1------1-----1-,R-.!;)!;-@-QF---¼l~",-l----1------1------1------1-----11-----l·-----1------1 --<( 10 (/) ----- w w 5 ~========⇒=========t===~=~=r1t-=t-6l!~~-=ntt=:tc:::::=:w~=~~~V:-:-:-:-:-:-:~-~·l;~~~-;;;~~~~-t1-;-;-;-;-;-;~=-;D~-~·;;~~~~~~~:'.::~:::::::::!:::===~=====!:===~t::::==t-=-=-==!====~5 1----1----1---1--.l==I=....=\-----·\+-Lr-~:J.FfJOQ.,_.0~2U.7~9 __ , _____ , ____ ,, ___ ~-b :.....01 12 I ii- +•-~ 0f------+-----+-----+--+--+~~r'--w1----P..~----'"""'s.:,-----+-----+-----+-----+-----+-➔~m-----+-----+-----+------t-----+-----+----~o 1-----l·-----1----p -L--+IJ~~~~:,~~~._,...--ll-~l---l------l------l------l-----l-o:,-l----1------1-----•1-----1-----1------1------1 ~~ ~ u --o --1--•~~---1------1-----1-----1-----1--~·----1-----1-----1•-----1------1------1-----1 .w ~ ~ S=1.3464 "'-.alt-~l...t • 1--1•~..;:;_...;;.;.;;:;..;;;.;:;1;;;..---la:-1--.-1wll')-1-----1-----1------1-----1 .. ,-1----1------1------1-----1-----1-----1------1 ~ (!) • ...JCO CXJ ■----t-b:Z: _(!) -O '"'c,;j-l-----1-----l·-----1------l---'---·l-----1-----1-----l·-----1------1-----1 -5 o< z -5 1-----1·--,----,--..,....,....,....,....-,--1-~ ~---"-: ~._w ___ 1 --·----t ~-· ..--i=:=w~-1------1------1-----1-----1·-----1------1------1------1-----11-----1------1 S=0.0000 1-w < a::> ..--~IO ~1-__ ...... -1 • < a:: . 1-----1-----•---(I) ► ~ ~·~ "'-: wC?---dlll-'w~ < ~=--t;; ~~~ 1-----1-----1o--•----1-----110 .• ....1x • ;;;;1v-i,.. w ~--==-=--•1-----1-----1-----1------1------1------1-----1-----1-----1------1-----1 co C!> I C!> cn > <iol·---1·-----1•¼•7 -:-----"'.1~!2 ........ ---1·-----1------1-----·1-----1-----1-----1------1------1-----1-----11-----1-----1 o<_J -101--------l-----1-~'#.t-----+-----F~}--~<~·.g.___-1----1--------l-----1-------+-----l------+------1----1--------l-----1-------+-------l-10 . ~ .w i5 1-----1-----1------1-----1<1, ~:::,l---J,:0•1: l-::.-,,-,,-----1-----1-----1----1-w a::>. 1-----1-----1------1-----1(1'.) ;::._Z ~ ~2: g ,---01-----11-----1°--- 10+00 11+00 12+00 13+00 HORIZ: 1 "=40' VERT: 1"=4' 14+00 15+00 16+00 17+00 18 00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 30-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX. 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A. CONSTRUCT MANUAL AIR VENT ASSEMBLY PER DWG C5018. ~ CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. MAINTAIN SERVICE DURING NORTH FM REHABILITATION. PROTECT IN PLACE. CONSTRUCT CIPP LINER IN EXIST 42-INCH APPROX OD HDPE FM BETWEEN LIMITS SHOWN. ~ INSTALL CIPP END SEAL AT WETWELL WALL PENETRATION. SHEET NOTES 1. SOUTH FM REHAB PER DWGS C1001 -C1006. 2. SEE DWG C5001 B FOR LIMITS OF CIPP AND VENT MANHOLE. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c.O:: UJ1--en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ 1--z -> Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) 1--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > 1--0 0 o u. en (,) 0:: 0 0:: UJCl.>-0 0:: z (,) 0:: UJ O iii 0:: -UJ IB~::::i>- I~(.)z 1--0:: (,) <( 0 <( 0:: u. UJ 0 z I u. -1-- (!) z -~ a: Cl --tt-----,------------------..... -..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 26 CI: LIDO SANDS DR. 64 LF ȭ C1012 NORTH FORCE MAIN REHABILITATION BY CIPP STA 18+00 TO STA 27+00 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 5 3 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE PACIFIC COAST HIGHWAY LIDO SANDS DR. 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CX) ~ HORIZ: 1''=40' VERT: 1 "=4' -1-----1-----1------1------1------1-----1-----1-----1 ,.; 23+00 24+00 25+00 26+00 27-.~oo 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 30-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A. CONSTRUCT MANUAL AIR RELEASE ASSEMBLY PER DWG C5018 <2> CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. MAINTAIN SERVICE DURING NORTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1, DWG C5009. SHEET NOTES 1. SOUTH FM REHAB PER DWGS C1001 -C1006. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ 0 > Cl.. 0:: LJ.Jt-en<( en Ou.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJII-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0::Z;,i!CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJUJzI a: CDI<((.) Cl UJ I-z - > Cl)Q I <Co::-~ Cl I UJ ~ en a: en I~ Z (!) 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DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 5 5 a m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - V A L N 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 NORTH FORCE MAIN REHABILITATION BY CIPP STA 27+00 TO STA 36+00 PROFILE SUPERIOR AVE. PACIFIC COAS T H I G H W A Y 0 0 + r-- C\/ C\J 0 0 + r-- C\/ C\J 15 10 5 ·=-==== 0 -+ -. "" N ,;(~-~---- (/) ---5!._ - s 0.0 -- , , ._ ... ";' t-----~ ~--~·~~ T CONC ROAD . 4 ---• . --. . • )15 / -/ .. 0 -5 -10 -15 27+00 a:>. ""' . IX) +-r--• ~- ,,,f;· I- (1) - IO irl ·...i 1':til ~ j> ►-~ 28+00 29+oo = 31+00 == 32+00 -r EXIST 72" MANHOLE_ 60 ·STA. 29+43.44 ,2/ ~ /4~ CON TRAC" ~ 5-19-R3 ~} 18" ~9-,D > 0 ~DRAIN c:;.i;;.8.bl. Y) \ u Ul \ (VER If w A 0: ...._ -I-- \ ~ (50) CONC TANK ~i TANK w u (TYP) \ ---LL RO AD (lW) Ul w ------b'l --v , ' - -R-~---f=~L . \\ Ul OJ ,:1. • . <I -----:---' Ul -" o_ = "=" ~~A__' . . ,,-,,-.-,,-~--w '\\ i-' 0 ----_J cc -::? --1-c 0-- -<I ,_, . --~ - -.-y w ~ < 'l, ' ~ 4 . -~ _. I_._L> ~ " -"'" ~ 0 u. -m · ~ V -. . ~ S""-0Jlt• SEE ~-- Ul ,_ ~ --tj--~ I\IU IE 2 ----er ' • ............. ...±. N 9' .......... N "T n ('.) --' i--= ............. ........... 1-""z -<!; JL)_-=--;;a: -....... ............. I-x<C ,. ., ..... ,n I I ( 'I ::i: (0 ...J~ ~-D .. -.. ....... u..-tQ J.!)., '.l•. L st-+ z· • ............. / . -ti 0) <~ ........_ // // /_(// // F=~ ~o ~ ~~ . .... 1 N .G: ---..... 0 ~; -:i:..= . I--~ a:: --............. m .... ::i: z _. w -.... : ., II CJ) >:!! La.. 0 ----= // // //// VI• ~ ~ ::i: Fd X -1 ~ -WI ~ (/) a:: 0±. I- ,....., -,D..,Lt;) 60) z.-I ': wl': I") a.. --::lV -(/) . a.. I ~ c., I ,C:C, XI-'Ir "Z w (/) () ( <1 . . w • • ~ > -_) -,,~z I HORIZ: 1 "=40' VERT: 1''=4' 29+00 30+00 31+00 32+00 34+00 I I A.. I "nnnr--.,1 ~· r, " I I > '-" / \ • ~->-' ' , I _@_CJ.E-E:.¼ ;;i..T. NORTH FM p PEI I ---j_ ---- w _J Ul CTI -I--Le -tj-('.) are· ~ + NUJ ' ) ' "'-n .u - ~ Ul . _J I-XI-.~XLSL S..IL Ul WUJ I CASING I ..--- I // // // // //'/~.':. -. . f// //// // // // -- J.0" IE FM s =(:);(:)f)f)f) -5..,n.o )F.7 _:~&~j,(_ ////// //7 7 - t'/ // // // // // /, ~ . ~ -.... D..LC) w I'-<' -in • ~ w . .... ...J ,...JI<:) x ,c., IX) c., I + z "" z~ ,it < I") <_j I") I!) . -w . I-. i--= :<-a:: I-~~ (I) (/) 15 33+00 34+00 35+00 e----::-~- V \ SOCAL GAS~ 3" PE 15 0 El· + <D· I'") <{ --(/) --f---. 10 CONC TANK ---.,_ (TYP J ROAD "' ' ~- , , ~ < _.:.&-. . ·• -· 5 ~ ~ --0.0027 ~ i,..,-""" . ~ .p.b,:: IX5 e,_.::r,9,i:i/t""' """ . ~ :;:;- + LC) I") n ~ ~ CJ) "' -· :;J r-,; !::: 35+00 i--= Cl: ~-~ "ei-z .cC =:j- .w a:: • ~-~ / -~ 0 <::)2 ~-,. ~ -5 -10 -15 36+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 30-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX 18 FT x 8 FT CIPP PIT WITH CLOSURE AND MAN WAY SPOOL PER DWGS C5015 AND C5025A. CONSTRUCT MANUAL DRAIN ASSEMBLY PER DWG C5019. CONSTRUCT 4-INCH DRAIN LINE TO EXIST OCSD SEWER MH. ~ MAINTAIN SERVICE DURING NORTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1, DWG C5009. SHEET NOTES 1. SOUTH FM REH AB PER DWGS C1001 -C1 006. 2. ADJUST LOCATION OF DRAIN TO MISS EXISTING STEEL ENCASEMENT. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: UJ1-en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJ I f-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0::Z;,i!CD ~ Cl.. (!) I >- 2 zen<i:: UJ UJ O ~ UJUJzI a: CDI<((.) Cl UJ f-z - > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) f-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>f-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z f-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -f- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 28 CI: PACIFIC COAST HIGHWAY ȭ C1014 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 5 7 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN REHABILITATION BY CIPP STA 36+00 TO STA 45+00 I 15 10 5 0 -5 4~ I I 0 0 ,'O (0 (/) 'iO"J [l_ '<("eJ- 1--Q:' V, - 1=£Q, - - ' C\ . ..:O :""i1 -~ ':it+oo ~-= 37+oo =-=-=== w _J w c=c --~-' o_ ±. ~-. I-Cf.) 37+00 3B+oo 39+00 ~~ -' --~ 7---~-------.. CONC TANK I (TYPl ···--ROAD '----z; ~-.,_ < '"· . < > ~:'!---·--- -- -- -- . a.. 2 LL 0 LLJIO WN -tj . -LO :r: _J • C!) • ,=o e--z~ Q:'W y "' m <_j e,-,,,, I z OZ CO vl bJ $C .. t<-)-i-= I-z 2 II --. . . LL.I ..... v, ---:.:: <;..,J.._ 2 -~z XITlNI-~ "'(""'1"77) ---~ 38+00 39+00 4o+oo -=-=-=....ccc::==- '2 / ,----4 n VENT(31) ------u I w _J w I , e (f) ~ Q3/ -- .30.: .. -01 P-...-F.:' ' .... I -..... I :::E .IJ.-e,. 0 -~d ,a::_i ~ s: u, Cl 9a . '~ .... >-N (f) {n-,-I'""""' z <t: -N -< U -u X I= LL.I (/) 40+00 41+00 42+00 43+00 SEE NOTE 1 --\ -------------- \ -b.J ~ AP-PR :J X. EXIS I. <{ [l_ '-"> ~F<'"A"El ~-c,r e 13"7' ' l2 N r:J R :fc ~-P:M-1'4l 14e--<{ u S'. C::'--i IJlJIJI I- u.. -c:-a.. u HORIZ: 1''=40' VERT: 1''=4' 41+00 42+00 43+00 44+00 I • • .l • ~ O u_ 0 (/) u 0 Ct" "F >-LO 1--o-~ u'° -~' I- v, - J -~~ 4!. s )> -I 0 (/) :r: fTlC fTlz ofTl ::f1 G) (/) 0 -I ___,.)> o· ___,. (Jl -I'> (Jl 15 10 5 0 -5 + 0 0 4~ '-+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 30--INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A. CONSTRUCT MANUAL AIR RELEASE ASSEMBLY PER DWG 5018 ~ CONSTRUCT 4--INCH PVC VENT LINE TO OCSD SEWER MH. ~ MAINTAIN SERVICE DURING NORTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 72--INCH MANHOLE PER DETAIL 1, DWG C5009. SHEET NOTES 1. SOUTH FM REHAB PER DWGS C1001 --C1006. 0 ~ • UJ CD ~ u. --::::, --en zo::zen 0 UJ O UJ o>c..O:: LJ.Jt--en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD -- (!) UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ..J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ 1--z -- > Cl)Q I <( 0:: --~ Cl I UJ ~ en a: en:r:~z (!) 1--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO O O I 0:: a: 0:: > 1--0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: --UJ IB~::::i>- :r:~Uz 1--0:: (.) <( 0 <( 0:: u. UJ 0 z I u. --1-- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ,.... _________________ __,• ~---------------------------------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 29 CI: PACIFIC COAST HIGHWAY HOAG DR. ȭ C1015 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 1 : 5 9 a m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN REHABILITATION BY CIPP STA 45+00 TO STA 54+00 PACIFIC COAST HIGHWAY HOAG DR. ~I -i I (/)g 00 l'T'1 r l'T'1 -z 0 l'T'1 25 I (/) 0-i ~)> O· ~ .j:>,..J:>,. (Jl + 0 0 47+00 0 1-----1-----1------1-----01-----1- 5 c;:, ,_ n ,1111,1 48+00 49+00 50+00 V G i 0 . ,-G \ -<( ~ 50+00 w Q. ::2 I-::,; ~ IX) 0:: Ii: 0 ~ ' ' .. 52+00 I I 3'0" DIP FM / ,.._-.../ :r:·--=!,mclaf.J-O . 1-.--::::Jl.D FN - ~ I 0 0 + "<I- l[) <D ~ ·O <(~ 1-U (/) I~ wO Zw _Jw I V1 u I- <( :::i1: 0 0 + "<I- L!) <D ~ -0 <(~ 1-U (/) I~ wO Zw _Jw I V1 u I- <( :::i1: 20 5 -a:-<:Gc~'--~ce -o"--o+:;;; @5+1-0 -~_•"' ?'• ---1------1------1------1-1~-----lcl------1------1------1------1--~ ;;-'d z ~ ~---1-----1-----,1-----•1-----•1-----•1-----•1-----1 ~tr~-Ul . ".. I---------------+------~ 2 ·~------,-------,1-----1-----t--,r,=~~a:~~-~~~~---------------------------+-----+-----~ ~ m w~>= ~~~ 1-----1-----,1------1------1-wLA '· • .c:/--M----1------1-----•l------1-___;:::..:..:.:.:..-=.\-_!.l.l..~::!,_--1------1------1------1------1------1------1------1 0 ...JC,:, ~ -N 1-----1-----,1------1-----1-IA(a!)ci-a::~"u:;ii:;,.JLJ..~_---l-----l·-----ll-----l-----l-----l-----·l-----·l-----·l-----·I------I------I-----I -5 j-::.; 0 -, + --5 :.t-~...J L <J tj- 1-----1-----,1------f-----•l-0 F w i=cc -~--11----1-----11- <C a:::. ~, ~-,-----1-----1----------1,;; -~~ CJ r--~ a:----1------1- 1-----1-----1-----------1------1------1-----1- IV 45,~oo 46+00 47+00 48+00 HORIZ: 1 "=40' VERT: 1 "= 4' ' 49+00 -1-----1-----1-----•1-----•1------1------1------1------1-----1 '-50+00 51+00 52+00 53+00 54--00 0 ~ 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 30-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A. CONSTRUCT MANUAL AIR RELEASE ASSEMBLY PER DWG C5018. ~ CONSTRUCT 4-INCH PVC VENT LINE TO EXIST OCSD SEWER MH. MAINTAIN SERVICE DURING NORTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1, DWG C5009. SHEET NOTES 1. SOUTH FM REHAB PER DWGS C1001 -C1006. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: LJ,Jt-en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJ I I-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en:r:~z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO O O I 0:: a: o::>1-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>- :r:~Uz I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl --11----,------------------..... -..--------M-M _______________ ,.... _________________ __,• ~---------------------------------------------..... ---------1+-□ BC 5-60 0: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 30 C: ȭ 2 C1016 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 0 2 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NORTH FORCE MAIN REHABILITATION BY CIPP STA 54+00 TO STA 63+00 PACIFIC COAST HIGHWAY NEWPORT BLVD OFF RAMP, I I l I , ' . , ,, SEE j '\ \ \ \ DE TAIL 502 Q SEE NO :. 3 1-----1------1-----1-----1------1-----1------1-----,1-----1------1-----11-----1------1-----J•-l---=-==-~:....:.r:::........::.----I-----II-----I 1-----1------1-----1-----1------1-----1------1-----1- 55+00 56+00 57+00 58+00 HORIZ: 1 "=40' VERT: 1"=4' s 10 --o_ ~ -),~ <C :.+ N X:F ZZ w l/) w w -1-----1------1-----1----==--1------1-----1------1-----1 59+00 60+00 61+00 62+00 63-06'-' 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT CIPP LINER IN EXIST 30-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. ~ CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. ~ MAINTAIN SERVICE DURING NORTH FM REHABILITATION. ~ PROTECT IN PLACE. SHEET NOTES 1. NEW LIDO FM CONNECTION TO EXIST NORTH FM PER DWG C1042. 2. SEE DRAWING C5005 AND C5006 FOR DETAIL PLAN VIEWS IN THIS AREA. 3. CONTRACTOR SHALL LINE THROUGH NEW LIDO FM CONNECTION. AFTER LINING IS COMPLETE, CONTRACTOR SHALL CUT OUT LINER AT OPENINGS AND LAMINATE NOZZLE AND CIPP SURFACES TOGETHER WITH SMOOTH FINISH. (!) z -~ a: Cl --1~--.-----------------..--...... -------MM ________ ...,... _______________________________________________ ....,. ______________________ P""-________ of-+-C) BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 31 CI: ȭ C1017 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 0 4 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NORTH FORCE MAIN REHABILITATION BY CIPP STA 63+00 TO 70+52.25 PACIFIC COAST HIGHWAY I I I I I I B " -I EXIST NORTH FM 2 3 SEE NOTE 1 • -- NEW SOUTH I '\/ 15 0 1-,e + I 1") (0 10 <( (/) -- 5 0 MARK DESCRIPTION DATE APPR. 5 0 0 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT APPROX 18 FT x 8 FT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWGS C5015 AND C5025A . CONSTRUCT MANUAL AIR RELEASE ASSEMBLY PER DWG C5018. CONSTRUCT 4-INCH PVC VENT LINE TO EXIST SEWER MH. REMOVE EXIST 36-INCH ACCESS MANHOLE AND HIGH POINT VENT, SEE DETAIL 2, DWG C5010. ~ MAINTAIN SERVICE DURING NORTH FM 'V REHABILITATION. PROTECT IN PLACE. CIPP CLOSURE TO ACCOMMODATE HORIZONTAL BEND SHEET NOTES 1 . ABANDON EXIST NORTH FM PER DWGS C1024 - C1031. 2. ABANDON EXIST SOUTH FM PER DWGS C1019 - C1023. 3. CONSTRUCT NEW SOUTH AND NORTH FM PER DWGS C1034 -C1038. 4. EXIST ACCESS MANHOLE NOT SHOWN FOR CLARITY. 32 N E W P O R T B L V D . PACIF I C C O A S T H I G H W A Y ȭ C1018 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 0 7 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 LIDO FORCE MAIN REHABILITATION BY CIPP STA 57+70 TO STA 64+46.63 PROFILE PACIF I C C O A S T H I G H W A Y N E W P O R T B L V D . ~~,;,==:::::::~10'.:----.-----_ 10 \ \ ,2, 20 0 - .0 ci t.f) + ·r-:: If) Sf;A.-5~ <( I "FBCJ"."CY t i [JC) -rr-v1 .,.._ .,.._ ~ I._ I.-,.._ I ,...,.....,r-.._.,.._ -•n 15 VJ I ................. I I,...,, L. ,_ _., C' la: Ea;_c[;)c\ G~-C500S.-1 5006,A &.cs }Q6D I ---I -----.: -1 ~ I ---\ ~----7 ------~ ---~ 10 I ' ~ APPROX. I Gr EYTs· I O_ 0 I_ <C I '-5 I .. - I ,-I " -.. --. ,_ -3U" . -I . ' . . e .. . d d . . . .· . " . ,_ -n 1p-ptvf . ·'""-" ---,---c:::::~n I II II II 1 . . . d . . ·" . . 0 s -----. .. . . . . . ,, ----u ~I") 6 t ) ~ z ~ .. ·u -=-• llO lD lD U 1= [b . '--rn -er .... a.. (/) z I•~ ~ -w r--- -5 ,.... ,-' ~:;,; ' (/) 2 ,t. (}) W w 0 =>-< I I I :::E,.... ~ u, (/) -m-w (/) [i;;..10. Z6 :,(_ -w <C l'.l u ~ DU -0 -<i a. ' W7 :z:._:z: (/) rnw (/) 01-C WW =lc(/.) a; -10 58+00 59+00 60+00 61+00 RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT (.Q IT" // // // // // JI ti // // 0\ // -~ \ Q // 11 \ 0 // -~ 1\ J-tt ' \ (Q // ~ \ // \\\ \:// 'I,,~( \ " \ \\ \ \\ \ 11 \ " ' ..,A ' ,c;v _l 11\:r----,.,,,....;........,,,,=¾' i \ . HEAD WAL \ 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 30-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. ~ MAINTAIN SERVICE DURING SOUTH FM ~ REHABILITATION. ~ ~ PROTECT IN PLACE. ABANDON EXISTING 20-INCH DIP FM TO NEW LIDO FM CONNECTION. SHEET NOTES 1. ABANDON EXIST SOUTH FM PER DWGS C1019 C1023. 2. NEW LIDO FM CONNECTION TO EXIST NORTH FM PER DWG C1042. 3. ACCESS TO PERFORM REHAB WORK ON 30-INCH FM TO OCCUR FROM PCH AND NOT FROM NEWPORT BLVD. EXIST 72" MANHOLE~ 3 \ -----::::j;:Z-=:==STA. 54+45•53 & _..,.. EXISTING 24" I > l Ff f /J E~~r~0 '---------\ \ PLUG ,vA~ES 4. LINE THROUGH EXIST WYE PER DETAILS ON C5016. I I I '' -7 <51j):EXIST ~ I---u ~ HEADWALL F ::r=--__,. _,,,, I ---------0 ---'"'<::: ,4 -= I cf) ~ [J,. I u I fl" _ _L_ ----,---- XIST. GRADE @ co ----SOUTlrFlvr PTP1: ~~, 11 S/ // // // // // // // // 'V 11 l,,L'. vr ~// -oo· _Li 0( -.. :i: // // // // // // // // '/ // JJJ~X-2 4-..::._gi=;_9 11CE-~\-: •• -\ 3.CLDJ~ c;-n nnnn 11 x ~ = ,- ' , L ~~ \ ~ \_ w -;--- s: \ lD :r:' ~, . 0 n N i-= '°6 _i><-@_-~ _,f'1= -I"") I") ~ ~ :,:; + n,-:-._ LL U) .. lD -tj-' ,co '1- ' J :r: n 0 com lD _iJ ' _JU ' ' lD I-v. '1-lD l'.l ©-r----aE +o + =i= z 'T CD :,C w (/) :ii: z 51:N :± st s( . .....:,t_ n "Zx ~ ' lD =--c, I-LL. U) lD lD rn _ _J w :::E II '-j .W '·z ~ ;-< :::E <( -I== ~ (/) (/) HORIZ: 1 "=40' ' <( 0::: > <( _,... -<l' 1 "=4' a(Nl-~--1==-tj-,--'= 1±1-:z-~X VERT: ::J r--en ~ (/) ~ (/) >_ (/) WU 62+00 63+00 64+00 65+00 SEE NOTE 1 r-APPROX. EXIST GRADE@ CL OF PIPE - - ------- // // // // // // // // // ,!/.,(L/.L / / /??" ,,!'.'.in ;/ F~v' / / /S-=,,L .oA'io L / // // // // // // /. // // // // // // -OCSD WEST LIDO -~0 _ FORCE MAIN 66+00 20 15 --- .// // // 7 // // ./4 -'1- ,. ) r--- 0 lD <( _,... (/) 10 r L 5 - lD n c,- ·z (/) (/) ~ wU 0 D_j -~I=--WUl -5 -10 67+00 (!) z -~ a: Cl Cl a: 0 0 w a: 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: LJ.Jt-en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - UJII-UJ 0:: 0:: 0 ffi <( UJ Z I [b UJ ...J UJ 0:: z ;,i! CD Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I CDI<((.) UJ I-z - > Cl)Q I <( 0:: -~ I UJ ~ en en:r:~z (!) I-0:: 0 zoo en ~>-u.en iii ~ z ~ 0 UJ enO O O I 0:: o::>1-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>- :r:~Uz I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl ---1i,----,------------------.,...-..--------M-M _______________ ..,.. _________________ __,~----------------------..... ----------------------..,..---------t+-□ • MARK DESCRIPTION DATE APPR. BC 5-60 a: BrownANo MB 0 Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . ' 33 0 w a: NEW P O R T BLV D . P. C . H . 1 C1019 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 1 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 0 9 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - V A L N 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN ABANDONMENT STA 64+50 TO STA 70+00 PROFILE NE WPO R T B L V D . P. C . H . RECORD DRAWING 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. MARK DESCRIPTION DATE APPR. 15 10 5 0 -5 -10 1--11,--d 11 S=0.0000 11 64+00 65+00 66+00 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0"'"' /~-::,,. ,~---~ I , s -......,1 ' 7' ;,-:..; ,.__ ' \ -.. (/J ,.::::_ • (/J ')I. o • .L - C) "{"' [v ~ CJ I 0· ~ ,d,,r-=---1 " <) ~~~ffi=?/, "N 4Y 0 0 0 0 40 80 SCALE IN FEET KEY NOTES PROTECT IN PLACE. ABANDON EXIST 22-INCH OD PE FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 3/C5011 AFTER SOUTH FM IS ABANDONED. 1. ACCESS VIA EXISTING BIKE AND PEDESTRIAN PATH. CONTRACTOR SHALL CLOSE DURING CONSTRUCTION ACTIVITIES. 2. EXISTING 6-INCH DRAIN/BLOW OFF POINT TO SEWER. CONTRACTOR MAY DRAIN PORTION OF EXIST SOUTH FM AND ABANDON FROM THIS POINT. OCSD TO CLOSE/OPEN DRAIN VALVE TO EXIST MANHOLE. 3. CIPP EXIST SOUTH FM PER DWG C1018. 4. NEW LIDO FM CONNECTION TO EXIST NORTH FM PER DWG C1042. PROTECT AND MAINTAIN SERVICE. 5. EXISTING BLOW OFF DRAIN TO MANHOLE SHALL BE ABANDONED IN PLACE. SEE DETAIL 3, DWG C5009. 6. SEE DRAWING C5013 FOR EXISTING MANHOLE AND VALVE REMOVAL AND NEW CONNECTIONS. (!) z - HORIZ: 1''=40' ____ 1 ____ 1 _____ 1 ____ .1 ____ 1 $<( VERT: 1 "=4' 34 1 PACIFIC COAST HIGHWAY ȭ 1 C1020 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 1 2 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN ABANDONMENT STA 70+00 TO STA 80+00 PROFILE PACIFIC COAST HIGHWAY 1-----1-----1-----•1------1------1------1------1------1-----1- , V 70-,-00 71+00 72+00 73+00 74+00 HORIZ: 1 "=40' VERT: 1 "=4' 75+00 -1-----1-----1-----•1------1------1------1------1------1-----1 , V 76+00 77+00 78+00 79+00 80-1-00 0 40 80 SCALE IN FEET KEY NOTES MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 22-INCH OD PE FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. ABANDON EXIST 36-INCH MANHOLE AND HIGHPOINT VENT PER DETAIL 2, DWG 5010. SHEET NOTES 1. NEW DUAL FM PER DWGS C1034 -C1037. 2. NEW SINGLE SOUTH FM PER DWGS C1032 -C1033. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: LJ.Jt-en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!) UJII-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl ---lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 35 CI: PACIFIC COAST HIGHWAY ȭ C1021 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 1 4 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN ABANDONMENT STA 80+00 TO STA 90+00 PROFILE TUSTIN AVE.RIVERSIDE DR. PACIFIC COAST HIGHWAY TUSTIN AVE.RIVERSIDE DR. r I I \\\ \\\ .. / Fi <{ 0::: • ~ 1-----1-----1-----,1-----1-1-----1-1----1-1---1------1•-----1•-----1,-----1,-----1-----1-----1-----1-----1,~N-1--11--1-----1-----1-----•fcc=rrr~----1 0 0 + ON OlN ·O <C~ 1-U en I~ wO Zw _Jw :r:en u I- <( ~ 0 0 + ON OlN ·O <C~ 1-U en I 0 ~ w □ Zw _Jw :r: en ~ <( ~ , . . o .. UJ >z 0r----+-------+-----+----+-JJ:=--~11+--,-++---++--+----f----+-------+-----+----+-----+-----+----+----+----,-<l----+-----t----+-----+----~o ~ o_ ...l1c i " ~ 1-----1-----1------1------~-~.1-,....,,0 o,,~oo--~--1·-----1·-----1-----1-----1-----1-----1-----1-----1-----1---=,-~~--1-----1-----1-----·1-----1 r.ri LLJv :::c • w z l-----1-----1-----·l-----·kt-··IT'.lc-'----ii!! -:::: -,,1--,1-----·l-----·l------1------1------1------1------1------1------1----i-ccc:_-1------1------1------1------1 -+ z n < w ( ,., :,.... C!J, r-----r-----t-----t-----ts:rl"O'i . ::::!:--11--1, •. c,;,L-+-----+-----l-----ll-----i-----l-----+-----+-----+-----+-----"c'P-+-----+-----+------+----~ to<l.._J ;, wz 'CI-U 1-----1-----1-----1-----+;;;; -W-116cl>,.~::::!i:'ur''"trJ-l-----1-----1-----,1-----•1-----•1-----c1------1------1------1------1------1~-----1------1------1 __; 1::-: . ~ ': ;;:; UN <C -51-----f-----f-----+-----~-Ltf-l'w~--"-ll.lfJLIL~uTT,~,~~-,---+-----+-----+-----+------+------+------+-----j-----f-----f-----+-----+-----+-----+--------j-5 ·n _::,,Z 1-----1-----1------1------1-----•1-----•1------1------1-----1--1-----•1-----•1------1-----•1------1------1------1------1-----1 HORIZ: 1 "=40' VERT: 1 "=4' -10 c.._ ___ .,__ ___ --'------'-------"-------'-------'-------'-----'------'--------__,_------'------'--------'----'-------'-----'-----'------'-------'-10 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 0 40 80 SCALE IN FEET KEY NOTES ~ MAINTAIN SERVICE DURING "'7 SOUTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 22-INCH OD PE FM BY GROUT FILLING BETWEEN LIMITS SHOWN, SEE SPEC SECTION 02278. ABANDON EXIST 36-INCH MANHOLE AND LOW POINT DRAIN PER DETAIL 3/C5011. SHEET NOTES 1. NEW DUAL FM PER DWGS C1034 -C1037. 2. CONTRACTOR SHALL ABANDON EXIST 6" DRAIN PIPE BETWEEN FM CONNECTION POINT MANHOLE. CAP DRAIN POINT AFTER ABANDONMENT OPERATIONS. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>o..O:: U,Jt-en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!) UJ I I-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ O..C!>I>- 2 zen<e UJ UJ O ~ UJLJ.JzI a: CDI<((.) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1-0 0 o u. en (.) 0:: 0 0:: UJ0..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>- I~(.)z I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl --11<----,------------------..... -..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 36 CI: PACIFIC COAST HIGHWAY ȭ C1022 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 1 7 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN ABANDONMENT STA 90+00 TO STA 100+00 PROFILE PACIFIC COAST HIGHWAY L - 25 0 c€) + cc, O'l MARK DESCRIPTION DATE APPR. 0 ,-~. 7 CX) ~ "" + ,- r")-en HORIZ: 1''-40' VERT: 1" 4' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 0 0 0 c5 0 40 80 SCALE IN FEET KEY NOTES REMOVE EXIST 36-INCH ACCESS MANHOLE AND HIGH POINT VENT PER DETAIL 2, DWG C5010. ◊ MAINTAIN SERVICE DURING ~ SOUTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 22-INCH OD PE FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. REMOVE INTERFERING 22-INCH OD FM AND CAP AND ABANDON PER DETAIL 1, DWG C5012. SHEET NOTES 1. NEW DUAL FM PER DWGS C1034 -C1037. 0 UJ . UJ _J 1---CD _J u. -::::, -en zo::zen 0 UJ O UJ > Cl.. 0:: fil t--en <C enOUJen <( z 0:: <( CDenUJz o<(CD- (!J UJII--~ 0:: 0:: 0 UJ <( UJ Z I z Cl.. UJ _J UJ UJ z _J CD -Cl'. -<( ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) 0 UJ 1--z -> Cl)Q I <( 0:: -~ 0 IUJ~en en I~ Z a: (!) 1--0:: 0 0 zoo en ~ >-u. en 0 iii ~ z ~ w 0 UJ enO 0 I 0:: a: □>1--0 o:: o u. en 0 0:: 0 0:: hlc..>-O 0:: z (.) 0:: UJ O iii 0:: -UJ en t--::::i >-UJ <( (.) z I~(.)<( 1--0:: <( 12 UJ ~ z I u. -1-- 37 ~ PACIFIC COAST HIGHWAY ȭ C1023 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 2 0 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 2 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SOUTH FORCE MAIN ABANDONMENT STA 100+00 TO STA 109+20 PROFILE PACIFIC COAST HIGHWAY 1 1 I I I 20 10 5 0 -10 100+00 I _u. LcJ CJ GJ Z 101+00 102+00 103+00 MM BC Ef============f3~t-------=~MB ===----i MARK DESCRIPTION DATE APPR. 104+00 " 40' HORIZ: 1 = " 4' VERT: 1 = 105+00 BrownANo Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~SCE ELEC 106+00 107+00 0 tf'Y 15 0 40 80 SCALE IN FEET KEY NOTES MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 22-INCH OD DIP FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. SHEET NOTES 1. OCSD TO OPERATE PLUG VALVES TO DIRECT FLOW TO DESIRED FM. CAP 12-INCH ROCKY POINT 2• PS FM AT CONNECTION AFTER ABANDONMENT IS COMPLETE PER DWG C5004A. NEW DUAL FM PER DWGS 3. 7 C1034 -C103 · CIPP EXIST SOUTH FM PER 4• DWGS C1001 -C1010. 0 UJ . UJ _J 1---CD _J u. -::::, -en zo::zen 0 UJ O UJ > Cl.. 0:: o t--en <C UJOUJen ~ z 0:: <( CDenUJz 0 <( CD UJ (!J UJ I 1--0:: 0:: 0:: 0 UJ <( UJ Z I z Cl.. UJ _J UJ UJ z _J CD -Cl'. -<( ! Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I CDI<((.) UJ 1--z -0 > Cl)Q I <( 0:: -~ 0 IUJ~en en I~ Z a: (!) 1--0:: 0 z ooen 0 ~>-u.en 0 ~ CD z ~ 0 en o w 0 UJ -0:: o 0 ~o a: o:: 6 u. en 0 0:: 0 0:: hlc..>-O 0:: z (.) 0:: UJO~ffi en t--::::i >-UJ <( (.) z I~(.)<( 1--0:: <( 12 UJ ~ z I u. -1-- 5-60 38 ~ (!J z -~ a: 0 0 a: 0 0 w a: ȭ 1 C1024 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 2 3 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN ABANDONMENT STA 68+00 TO STA 78+00 PACIFIC COAST HIGHWAY 20 15 I I I 1 ---------- , ----...... _, , __ .-------------SEE NOTE 1------------1---------------------------------------< EXIST 36" _P½U~ YA~V~S / r7/ .,. ( 3) 18" RCP . _$.. 77 CONC TANK~ . " I,\, ROAD (TYP) -'fl ~""'---,___,,, • I >----------------------+--------------------------........... ---------------------------<20 0 0 ,e 1------1------1------1-----1------1------1------1-----•1------1------1------1-----•1------1-----e + '00 + 1----00~ co r-- <( V) • l- 1------1------1------1,-----,1---i0'-',+-~-1------1,-----·l------1------1------1-1 4" VENT _J =i 1-~----1------1------1,-----,1---1TI00eJ-0l------1------1------1--•b -Y W l------1------1------1-----=-=l-==-~~~1~1=~~--=-~aal=--=-=-==~==f--=-----l--'~.I}~ ------- 1------1-----1 1------1------1------1---1---1-----r ~,----1----,--f-0 l---~Jl-----f-------,,/4:.---f---~--1---~~-,-,-,-~ ~-- --~SEE·l---7'~-1.E-'i'----~n~l,fl--L0----11--+-1--.---1---:::E--1,~ 1----':L 0 ~-1------1------1------1,-----,1------1------1------1~0 DET IL ~' a''6:J LO -'.;?fut, LO t.&..-~~-0 u o+ er 0-1 +z _Jn 1-0 1- 1-----1----_Jcu.1-,,0.,,1------1------1------1---z ·a ""' §1 il5 , x f9 ,;C • O ~ ucj_ Ory T -Z -1------1 W _Z I"'-0.. I"-lD .W ~ 0 1------1------1------1--,i=--_I;;;;. ...j--:._-a..-1-----1 W, (/) V) '0.. (/) · X <( er:; "-.W ,. i-----1---~~ c3 r;St ,~ i------1------1-----HORIZ: 1 "=40' ----1------1------1------1------ix ~,~~ ,~~----1--<C-., ~->-. --1---:17i <' ,~-1-----1 VERT: 1 .. =4, -----1------1·-----ll-----·l------l'"'J-"'~"-=--l·-----l--d(/)~>~-7 -1--,~~V>H::::::c:=-l-----1 -5~---~--------........ ----~---~----~---~----~---~----~--------~---~---~----~---~----~---~----~---~---~-5 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 0 40 80 SCALE IN FEET KEY NOTES ~ MAINTAIN SERVICE DURING V NORTH FM REHABILITATION. PROTECT IN PLACE. ABANDON EXIST 36-INCH DIP FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. ABANDON EXIST 36-INCH MANHOLE AND HIGHPOINT VENT PER DETAIL 2, DWG C5010 . SHEET NOTES 1. CIPP EXIST NORTH FM PER DWGS C1011 -C1017. 2. NEW DUAL FM PER DWGS C1034 -C1037. 3. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1 023. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ 0 > Cl. 0:: U,Jt-en<( enOLJ.Jen <( z 0:: <( CDenUJz 0 <( CD - (!J UJ I I-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ .J UJ -0:: z ;,i! CD ~ Cl. (!) I >- 2 zen<e UJ UJ O ~ UJUJzI a: CDI<((,) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1-0 0 o u. en (,) 0:: 0 0:: UJ Cl. >-0 0:: z (,) 0:: UJ O iii 0:: -UJ IB ~ ::::i >- I~(,)z I-0:: (,) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl --11<----i------------------.,...-..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 39 CI: PACIFIC COAST HIGHWAY ȭ C1025 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 2 6 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN ABANDONMENT STA 78+00 TO STA 88+00 TUSTIN AVE.RIVERSIDE DR. PACIFIC COAST HIGHWAY TUSTIN AVE.RIVERSIDE DR. 15 10 5 0 -5 ' A . I I :c I ~ 0 le@) + ...... <( in - rz:n / / L ~--/....~-.::'..;;. %5 -10 78+00 ---- ... T _ ~-~ b2// ;/ v /_:_~ ,~:;;;.v __ ~ _.::__L~ 79+00 ,,___ -- (,() ' I-- ,>cc I-- e, f7-77il I~~ '" -----, ---..:., -.- ~ CJ _z__ - Cf) ,-co<(~ N ec/-c u ' ' u ' u _J ((J w 3 J, I :c !l; < ... -te, as,-- n >-D... , ~ -u ) ,----.__ - Y. • '--~--8---- \;~7 -' - I-- !'g, .[b 'i- ~LO_ "F m (_') . z ~ J, <( - ' .w . .I= <( er:: -> _w ""z"_ Cf) >_ 80+00 ---- ~6,175~· ~B-'su -- ~/// / / / ~d. --_,b-""' ----- I-- "' D... 'i- ~f•-· Wco 0 ~ CJ ,---: ~f' 0 ~i .w -I-- ~ er:: -> ~"" -u1 81+00 I 83+00 84+00 85+00 ,, ==*======~====~=~====~~=====,~======~~- --l!l \ \ 1'1~1"'·Kt l 8 F-f ----'7"--r-7-7 / L // /~ / / / s-Q( .L-..../---Z--~-~- ----' I I \ \ .....,5:!,, -ecJM-e-rAM -R&A·B-fF,-'f --..... -- - r-. l""X'l:'Jl'-. e;~· -i"EJ"t'""""'@ 0 R-7=H-FM-P+ ·--~ / 77~ ... r-~---7 I~// ±--6-=,-_/ __ L- 3 5 "uW-f M--- ----HORIZ: 1 "=40' VERT: 1''=4' Ix; \ P-) -\-- \ { ' _i ___ ~ "" -·-. v ·------77~ V / / ---' - I- -~~ ---r-;-----v, ~ w <( _J W -I Ci ~ I--~ D... " I-- ~ ::r:-z I--It -----. ----: - ----g ..QJ--~-~~-~-~ I-- ~Pl• q 7 --_ .. 1/--7r7 ~ _/ =---7 _/ z.~ 1/--/ / -o nf'l()Q /-1 /// / / I c; L--~-~---/ - - - -- -/ D... n / ~ wLD " • -c =l·" / tj-CJ • ,.(_')~ ' 2" tj- ' I--z L() <( -_J ' / -v, .w tj-.LG-. <( -I--0')-tJ :er:-cL > co _J co 'i-~ I--w_ ~ .:n" ""-+ z w w de c_~~ y _ ~-co Cf) w .w .F <( er:: --; Cf) >z l ~=-----"~~~---======~d~ w I N ·O --~ ------- SUCJ\C-G -i°S ~-i " I I/ "T L u ~-~-7# ;,::~ ----------- 7 _7'" z ---= -----/'. ----- ----e-€)- + ocr IX) <( in ~ ---z -----~ - -/ -'ii -cs·-v/1 • ~- 15 10 5 0 ~ u I (.') s: 0 w w l/) -5 82+00 83+00 84+00 85+00 86+00 87+00 -10 88+00 0 40 80 SCALE IN FEET KEY NOTES ABANDON EXIST 36-INCH DIP FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. REMOVE INTERFERING 36-INCH ID DIP FM AND CAP AND ABANDON PER DETAIL 2, DWG C5012. SHEET NOTES 1. NEW DUAL FM PER DWGS C1034 -C1037. 2. ABANDON EXIST SOUTH FM PER DWGS C1 019 -C1023. 0~ • W CD ~ LL Cl) ::::, z 0:: z Cl) owow o>a.O:: w I-Cl) <{ Cl)0WCI) <{ z 0:: <{ CDCJ)Wz 0 <{ CD - C, w:i:::1--W 0:: 0:: 0 ffi z <i::wz:i::: [ljW...JW -0:: z <i! CD ~ a.C.?:i:::>-zZCI)<{ wwo~ W Wz J: a: CD J: <{ () 0 w I-z - >cno:i::: <{ 0:: -$ 0 J: w !;;: Cl) a: Cl) J: ::§: z (!) I-0:: 0 0 z0 0 [/) s:>-LL[/) (.) ~~z~ w ow[J)O oo:i:::o:: a: o::>1--0 QQLLCI) () 0:: 0 0:: w a. >-0 0:: z () 0:: wO~ffi IB I-::::i >-J: <{ () z 1--~()<{ 0 <{ 0:: LL W 0 Z J: LL -I- C, z -~ a: 0 --1----------------------------------------------------------------------------------------------------------------------------------if+- MARK DESCRIPTION DATE APPR. MM BC MB BrownAND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • • 40 5-60 o a: 0 (.) w a: PACIFIC COAST HIGHWAY ȭ C1026 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 2 8 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN ABANDONMENT STA 88+00 TO STA 98+00 PACIFIC COAST HIGHWAY ASPH, C 20 P e-----1-----·l-----11-----l·-----1------1------1-----,1-----1-----l·-----1------1-----·l-----1-----1,-----1------1------1-----·I----~ 0 ~" ~----1-----t-~1-----1------1------,--,=~ -1..,.,..,---.,.,..1-----1------1------1-----•1-----11-----1------1------1------1-----1-----1-----1•---- IX) :r / "' 1 CONC TANK ~~ l, \ , / ROAD (T?PJ,-,-_---_--+·-_-_----,-_-----,-----·+-----,-----,-----+·-----,------,-----·+-----,-----,,---~ F --==-:=±-=----=---l-------l-----·l-----l-----1-----1------1-----L~----~I 15 VJ .r \ / I c:i '\ r"j ~ ------ - -=--+='--'-=-------~.,+-----1------,-1---=-\±.\= ~~ ~ -. . ( ' . ~d~· -----1------1--c~ \ A:PP·REJ·»-. E+ r-S-r-. §R-ABE::....1jj.[,-----1~k,LL~N::::!..,_ __ , ______ , ______ , _____ ,, _____ , ____ :_1:=-==--==-.:r-::....:=-~~=1 • I>' -~--~~~-• -0.F-....W.QJ~.J:~ -EM-P-l,!2 E: e::;i-ic";,_-1--.,-'-~·c,;:~6:-!-; --11-----l·-----1------1------1-----,1-----1---H,-+,, --\_k • N w z ~ 3w ~ 1-----1,-----1-111-----1------1----\c-p ~=----:-,-.---11-----1-----l------l~-----l-----l-----l---bl'o/li·-\ v 24" CMP SD --w <i:: > -; 1-----1------H · l-----1-----1------1--------~l-___:_------------·1-~R---ll---l-,o--~F ~------l-----,t-----l-----l·-----l------l------l----~,7 '- 10 iWt V O rn D' L :NW " > is-~v ------ ~ - "" . r Q 0 ,la, IX) ai ~ ,st <_59, F--' VJ 15 ,:_ --" 10 sr . 9T-F s:s2--- S-.00 -_,_L_ ,,., ----_/ V l/35•✓0 _L -r-=z --1-----1-----1-----1-----1-----1-----1·-EX-:-1~!!....FII-BRAIN-- ;:: _::5~~--~=---,_...,,_ ---~", -~ .... ---z-_ _, __ 7 7=' U"· r,-7---::,7/ 7 -,7~-7-;-7-7-7--r-r--:,---/-----GONJRA.G=I -5-55--5 Ps-~--+-.----+-----+-----+---+-c-+~=tc----+------o--="--~'=='7~+n+,,'-+----r+-+-+--74---r-~-+~,L-+--+£._-+-~'-++---7'='r"'!'-T~~-,--J-,,,.;.=-=c=-:±-----+-----+----+-~5 wz ma.. <i::p::;::; set :'.r: . :::c (fl >L. l-----lc'Tu i---ll-----l·-----l--~,~-'--l------l-----l-----l-----l·- 0 l-----1°-----1------1~-----1-~Clt ,:::C_1-----1-----1------1-----1- 1-----1------1------1------1-----1-----1-----1•-----1------1- HORIZ: 1 "=40' VERT: 1"=4' I o ~L --1-----1-----1-----1------1------1------1-----1-----1,---,""-i?' -1-----1-----1------1------1-----•1-----1-----1-----1------1 -5~--~---~--~---~---~--~---~--~---~---~--~---~---~--~---~--~---~---~--~--~-5 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 0 40 80 SCALE IN FEET KEY NOTES REMOVE EXIST 36-INCH ACCESS MANHOLE AND HIGH POINT VENT PER DETAIL 2, DWG C5010. PROTECT IN PLACE. ABANDON EXIST 36-INCH DIP FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. REMOVE INTERFERING 36-INCH ID DIP FM AND CAP AND ABANDON PER DETAIL 2, DWG C5012. ABANDON EXIST 36-INCH MANHOLE AND LOW POINT DRAIN PER DETAIL 3/C5011. SHEET NOTES 1. OCSD TO OPEN/CLOSE EXIST DRAIN VALVE DURING ABANDONMENT OPERATIONS. 2. NEW DUAL FM PER DWGS C1034 -C1037. 3. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1023. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: U,Jl-en<( enOLJ.Jen <( z 0:: <( CDenUJz 0 <( CD - (!J UJ I I-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<i:: UJ UJ O ~ UJUJzI a: CDI<((.) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>- I~(.)z I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl --lt-----i------------------.,...-..--------M-M _______________ ,.... _________________ __,• ~---------------------------------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 41 CI: 11 PACIFIC COAST HIGHWAY 1 1 ȭ C1027 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 3 1 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN ABANDONMENT STA 98+00 TO STA 108+00 PACIFIC COAST HIGHWAY I I I .,,.- .,,, ,,,,, ,,,,, .,,.- .,,.-.,,.- CJ 1<IST ...NORT --- I ~ 7 w I ' _/ DETAI _,,,,, __ 201------,--------,------r---------.----------r--------.----.-------~-----,---,--------,---------r--------r-------,------,r-----r-----+--.----------.----------"r----------.----------l20 1------1------1------1,-----1------1------1------1·-----•l---'..,"'t---1------1------1-----,1------1------~-~~,,~,,~1-m&11-----•· 0 _ -i§-----1------1------1-----,1------1------1------1-----·I--\--~.-----\------\------\-----,\-----·Lq)•·,~ ~ ~ ~11----;Jt -1------/------'J-t~ O rb-----1------1------1-----,1------1------1,-----1-----·1--\------\------\------\-----'~~ I= ~ IN~-+-m ,~1------1-----,"'H-LLl----1-----lCXl 15 1-:-----1------1-----·1------1------1·-----1------1------1---.~,c ----:;2 iLl---1------1,-----1------1------tpc\,~ ~~!-~· ~ ~·-~ 15 (/.)__ --------3t--!:;;, $!-~'J::i :::C: _;, X I-<( •,~---S: (/) ~-='4--:=--_--_--,------l·--v, ,., ~ ·soo · DETAIL '.: -Q p: co vi i='> 1-'-o::: 1------1------1------1•-----1-----1------1-----==-r,=-=::...;=;...;:al=-=,,o~~-~--~ -,:::c:_(l) I!)_ tl)_ -1------1-----,ti,p~--'~-----1------1 ,---,~-~-,------,------•------•----·E ,Rn¼,_E;:XlSl_GE:,l'.0£~@-_/ ____ \~-~--------b..~~--,--,,f"'.-----1· . QA. __ , ______ , 1--,1~ ~ OF NORTH FM PIPE • =· --~~~~ l¢~p ::_'S:__ -~ _ -~~~ _,,.._ _ -_ 10 ~~r--.~::__.J.-----+-----l------+------+------l------l--_____i:::.=-::r::.=t=+::.::t+==.::+i__-+-----l-----+-..:.:.::::..:.:::....::..:..~+:=.i~=-4~14!-J~~k-b-=---l-==-:==--+===-="""'-"=FW'.....=-===--.::::+==--=-_j 10 n ,----1·----·1-----l-----1·----1-----1-----1-----I=!= -----• ,_=r ----------3 --------i---------,Cf--.,-'----------- 5 /-------,,_.+-,~---,7"---7"-t+--r----,.L------l--7"--,'---¥--+---r'--f+--7"---7"'--t-+----,.L---7"+--7"--,'---+t--.;,.-++t--~--7"-7"'----¥----;.L---7"--l-7"--,L--,L-++---r'---7"+---l--,,~ccY±~"--.,11-W\t- .... .... 1----,m Ol -51-----1,-+'-1-----+-----+----+------+-----+----1----+--___,~-+-----+----+------+-----+----~,'--,,-~~-+-"'-4----+--+-----+----+-----+--------,-5 . o:::-· w (fl >z NOTE 2 0 40 80 SCALE IN FEET KEY NOTES PROTECT IN PLACE. ABANDON EXIST 36-INCH DIP FM BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. ABANDON EXIST 32-INCH PE FM IN EXIST VCP BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. ABANDON EXIST 36-INCH MANHOLE AND HIGHPOINT VENT PER DETAIL 1, DWG C5011. SHEET NOTES 1. OCSD TO OPERATE PLUG VALVES TO DIRECT FLOW TO NEW SOUTH FM ONLY. 2. EXISTING 36-INCH PLUG VALVE TO BE REMOVED, SHOWN ON DWG C5008. 3. CAP VENT LINE AT AIRVENT MANHOLE. 4. NEW SINGLE FM PER DWGS C1038 C1041. 5. NEW DUAL FM PER DWGS C1034 C1037. 6. CIPP EXIST SOUTH FM PER DWGS C1001 -C1010. 7. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1023. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c.O:: UJ1-en<( en OU.Jen <( z 0:: <( CDenUJz 0 <( CD - (!) UJII-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl. (!) I >- 2 zen<i:: UJ UJ O ~ UJUJzI a: CDI<((.) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl IUJ~en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1-0 0 o u. en (.) 0:: 0 0:: UJCl.>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>- I~Uz I-0:: (.) <( 0 <( 0:: HORIZ: 1"=40' VERT: 1 "= 4' -10 ~--~---~---~--~---~---~---~--~---~-------~--~---~---~---~--~---~---~--~~--~-10 u. UJ 0 z I u. -I-98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 (!) z -~ a: Cl ----lt----i------------------...... -..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 42 CI: PACIFIC COAST HIGHWAY ȭ C1028 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 3 4 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN ABANDONMENT STA 108+00 TO STA 118+00 -5+------+------+-----+---------i-----+------+----+------+-----+-----+----+------+-----+-----+----+-------+------+-----+---------i+-------,_5 -1-----1-----1,-----1------1~----<1-----1-----1-----1-----~1 1-----1,-----1------1------1-----,1-----1-----1•-----1------1--1-----1-----1------1------1-----<1-----1-----1-----1------1 HORIZ: 1 "=40' VERT: 1"=4' -10~--~---~---~--~---~---~---~--~---~-------~--~---~---~---~--~---~---~--~~--~-10 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 0 40 80 SCALE IN FEET KEY NOTES ABANDON EXIST 32-INCH PE FM IN EXIST VCP BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. REMOVE INTERFERING 32-INCH OD PE FM IN VCP PIPE AND CAP AND ABANDON PER DETAIL 1, DWG C5012. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 -C1041. 2. CIPP EXIST SOUTH FM PER DWGS C1001 -C1010. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: LJ.Jt--en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!) UJ I 1--UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0::Z;,i!CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ 1--z -> Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) 1--0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: 0:: > 1--0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z 1--0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -1-- (!) z -~ a: Cl ---lt-----i------------------.,...-..--------M-M _______________ ..,.. _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 43 CI: PACIFIC COAST HIGHWAY 1000 980 950 930 900 800 700 600 1000 980 950 930 900 800 700 600 ȭ C1029 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 2 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 3 7 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - V - S U R V 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NORTH FORCE MAIN ABANDONMENT STA 118+00 TO STA 128+00 PACIFIC COAST HIGHWAY I 20. 15 ,122 -------~~~~--~ --------~ ---- --. 0 0 -----1------1------1-----•1-----•1------1------1------1------1------1------1------1------1------1------1------1------1------1------1---,rrr --o - o 0 ~-f '-----1------1------1------1------1------1------1------1------1------1------1------1------1------1•-----1------1-----1-----1-----1--,m + u c:o _IX) ~ ~---·+------1------1------1------1------1------1------1------1------1------1------1------1------1------1,-----1------1,-----1------1°--B::<"-I· --i'<FI -~ ~ ~ s-I[ I- :<C . (/) 1-----•1------1------1-----•1-----•1------1------1------1-----1-HORIZ: 1"=40' VERT: 1"=4' -5~--~---~--~---~---~--~---~---~--~------~---~---~--~---~--~---~---~--~---~-5 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 0 40 80 SCALE IN FEET KEY NOTES PROTECT IN PLACE. ABANDON EXIST 32-INCH PE FM IN EXIST VCP BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. REMOVE INTERFERING 32-INCH OD PE FM IN VCP PIPE AND CAP AND ABANDON PER DETAIL 1, DWG C5012. ~ ABANDON EXIST 72-INCH MANHOLE PER DWG C5009. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 -C1041. 2. CIPP EXIST SOUTH FM PER DWGS C1001 -C1010. 0 ~ • UJ CD ~ u. -::::, -en zo::zen 0 UJ O UJ o>c..O:: LJ.Jt-en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz 0 <( CD - (!) UJII-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ I-z - > Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ w 0 UJ enO o □IO:: a: o::>1-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: UJ O iii 0:: -UJ IB~::::i>-I~(.)z I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl --1i,----,------------------..... -..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 44 CI: PACIFIC COAST HIGHWAY ȭ C1030 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 3 9 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NORTH FORCE MAIN ABANDONMENT STA 128+00 TO STA 135+00 PACIFIC COAST HIGHWAY MARK 20 15 ~ ,c b::: ,. Ir I\. ~a 0 ~-f co N ~ <( (/J -L_ l Z2 ;-: ► l{l ;,: • ==I ---6,':~r,, I/ ii~ -, = ~-1--'--I 1,-r ~ J [v / = ----FM" -_·a.= -~ ~ ---I -- "' "' "' -- l------l------1------1------1------1------1 --,,;, ' . --"\: -PH 6u --- w - I-1 ..... -- CY 0 -7 lO I")- ~ :<( ' (/J -------+---- +,S'.;u:i ·n <{ • _J 1------1------1------l-----·l------l------l•-==i-. rn1---11-----·1------1------l·-----1------I------I------I 0 ,~ i----------t------+--------1-----t-------+------+~<!'-ffwl"-,..,,,.--_,,---+------+-----l--------1--------1---------1------l----~ l------l------l------1-----•l------1------l,l/4U-;:,,.a,Ze--- DESCRIPTION DATE APPR. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 20 1 5 0 0 40 80 SCALE IN FEET KEY NOTES PROTECT IN PLACE. ABANDON EXIST 32--INCH PE FM IN EXIST VCP BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 --C1041. 2. CIPP EXIST SOUTH FM PER DWGS C1001 - C1010. 45 ȭ PACIFIC C O A S T H I G H W A Y DOVER DR. BAYSHORE DR. C1031 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 4 2 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE PACIFIC C O A S T H I G HWAYDOVER DR. NORTH FORCE MAIN ABANDONMENT STA 135+00 TO END 1 BAYSHORE DR . RECORD DRAWING MARK I 1-_ 25 ~o 0 T L() 1') ~ I I "53,, V In~ --"-NEW NORTH EE NOTE 1 ---------XIST 72" MANHOL 56.9 N 0. 9 4 1 1 5 2 s 7 / 1 1 - 1 2 I I . 20 <( (/) t+-:-----+----+-----+-----+----+-----f----l----+r-<l~6o)O/----t--------t----/ - Ul Q_ 15 u cc '.;; u , -----00 -~ _J --1-,-1 _J I)_ w ---1-----1 DESCRIPTION DATE APPR. 25 20 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I II 2171775.0+ 6057178.1+ N: 2171777.7± E: 6057255.0+ 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. ------------• PROTECT EXIST LANDSCAPE ---- KEY NOTES 0 ~ RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT 2171849.6± +15 6057493.8+ ~N: 2171805.0+ E: 6057461.6+ N: 2171783.9+ E: 6057453.6+ 40 80 SCALE IN FEET PROTECT IN PLACE. ABANDON EXIST 32-INCH PE FM IN EXIST VCP BY GROUT FILLING BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02278. ~ ABANDON EXIST 72-INCH MANHOLE PER DWG C5009. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1038 -C1041. 2. CIPP EXIST SOUTH FM PER DWGS C1001 - C1010. 3. PEDESTRIAN SIDEWALK CLOSURE. CONTRACTOR TO PROVIDE DETOUR PER SPECIFICATIONS. 1 ȭȭȭȭ C1032 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 4 4 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW SOUTH FORCE MAIN STA 56+50 TO STA 62+00 15 10 5 0 -5 -10 -15 0 LO + (0 (0 LOO ·O <{ ...- 1---U (/) I c., I 3: I wO Zw _Jw :r: (/) u I- <{ ::ii: I 4+17.35 , ~o -~===~--== r ~ RESTO :E AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT. t-----t--.-0-1--+---H·-t-+t----+-----+------+-------+-------+--.. -- 57+00 58+00 59+00 60+00 61+00 , 0 0 + Nn c.on ·O <{ ...- : 621 t7i ~ I~ wO IZw I _J w :r: (/) I~ 62+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT CIPP LINER IN EXIST 36-INCH APPROX ID DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT 32-INCH OD HOPE FM BY OPEN CUT PER DWG C5005, C5006A AND C5006B. CONSTRUCT 32-INCH OD HOPE FM IN 42-INCH STL CSG BY MICROTUNNEL BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02623. CONSTRUCT APPROX. 15 FT X 40 FT MICROTUNNEL LAUNCHING PIT NO. A 1. CONSTRUCT 60" MANHOLE W/ MANUAL DRAIN ASSEMBLY PER DRAWING C5019 AND C5025A. CONSTRUCT 60" MANHOLE W/ MANUAL AIR RELEASE ASSEMBLY PER DWG C5018 AND C5025A. CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. CONSTRUCT 4-INCH PVC DRAIN LINE TO EXIST OCSD SEWER MH. MAINTAIN SERVICE DURING SOUTH FM REHABILITATION. PROTECT IN PLACE. SHEET NOTES 1. CIPP EXIST SOUTH FM (FUTURE LIDO WEST FM) PER DWG C1 018. 2. NEW LIDO FM CONNECTION TO EXIST NORTH FM PER DWG C1 042. 3. ISOLATE FLOW FROM EXIST NORTH FM AT CROSS CONNECTION. 4. SEE DWG G0009 FOR LINE AND CURVE DATA. 5. 4 -5" DUCTS AND 4" FIBER OPTIC AND 4" TEL IN COMMON CONCRETE ENCASEMENT (!) z -~ a: Cl -----1~--.-------------------...... -------MM ________ ...,... _______________________________________________ ....,. ______________________ P""-________ of-+-Cl BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 47 CI: PACIFIC COAST HIGH W A Y ȭȭ C1033 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 4 6 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW SOUTH FORCE MAIN STA 62+00 TO STA 71+64.55 S-031 I ' 63+00 64+00 65+00 I£ ~ -PH wa ~ w oo _ _ :f bf I STA 62+57.60 "/ ~ <( ~ CONC TANK 7 ROAD (TYP) \ \ -~ . ·-. . .. . . . . LL .[; 0 J~ w _J * 1--~O OCSD 45'' 0 -Id ,=-~- D -5 s - • 67+00 . a . a - SS 27"VCP TEEL CASINC --CL00.3.3 --------------==-- ASPH. NEW NORTH FM -SEE NOTE 1 71+6 z 0 WV <( I") ,-o (/) ~ u I . (!) w~ Za .....J rw uw ,_ (/) <( ~ 12· STEEL I I I I I I . 6 I ~~· -101-------+--------,-----+-----+----+--+-----+----+---- -___ ,_E~~--'~s~T~A~-~6~7~+~2~·.o~o~---,-----i-----i------i-----i-----,------1--,-----,------,-----,--"1''!2.:_s:ri -GASING ..... =---1------1-----1----,,, ..._ =- •~----i------i-----,-----i------,-----,-----,~--------------,-• rr __,. INV. EL. -I .69 IU ,-HORIZ: 1"=40' ~.:: VERT: 1 "=4' --3-t,; Vlo •• --1------1-----1------1------1-----1------1-----11-----1-- ' , -15L...-___ J...._ ___ J...._ ___ J...._ ___ J...._ ___ J...._ ___ J...._ ___ .__ __ ____..__ __ ____..__ __ ____..__ __ ____..__ __ ____. ___ ____. ___ ___. ___ ___. ___ ___. ___ ___. ___ ___. ____ 7"'""'_15 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HDPE FM BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 1, DWG C5017. CONSTRUCT 32-INCH OD HDPE FM IN 42-INCH STL CSG BY MICROTUNNEL BETWEEN LIMITS SHOWN. SEE SPEC SECTION 02623. CONSTRUCT APPROX 10 FT X 20 FT MICROTUNNEL RECEIVING PIT NO. A2. SEE NOTE 7. CONSTRUCT 60-INCH MANHOLE WITH MANUAL AIR RELEASE ASSEMBLY PER DWG C5018 AND C5025A. CONSTRUCT 4-INCH PVC VENT LINE TO EXIST OCSD SEWER MH. PROTECT IN PLACE. SHEET NOTES 1. NEW SINGLE FM PER DWGS C1017. 2. CIPP EXIST NORTH FM PER DWGS C1011 TO C1017. 3. ABANDON EXIST SOUTH FM PER DWGS C1019 TO C1023. 4. NEW LIDO FM CONNECTION TO EXIST NORTH FM PER DWG C1042. 5. SEE DWG G0009 FOR CURVE AND LINE DATA. 6. SEE DWG C5023 FOR MICROTUNNELING SECTIONS AT BRIDGE CROSSING. 7. REMOVE AND REPLACE INTERFERING PORTION OF EXISTING CAL TRANS CATCH BASIN AND STORM DRAIN SYSTEM PER DWG C5024. (!) z -~ a: Cl ---1,--------------....... --....... ----------.,.....----,-------------------r--------------------r------------------r-------~□ MM • BrownANo Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA . ' MARK DESCRIPTION DATE APPR. 48 11 ȭ C1034 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 4 8 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW SOUTH AND NORTH FORCE MAIN STA 71+63.55 TO STA 79+00 PACIFIC COAST HIGHWAY 2 15 10 5 0 -5 -10 I t-----<,8/~----t-1~----------------------<,9/>----------------------------------------~ 0 6 " + m~ r-- ~ d vi ~ • . . • • -• >-Q.QQQ6 S = n.0035 S --0.0038 ' , ____ , ____ \_'\_::====-=--=--=--=--=--11'·"-.'\-----1-----1-----1-----(/ \ STA. 72+331-,1~'\..--sT_A __ -7+-..-+-o-o-.o-o __ , ____ ST_A ___ ,_7_5_+_0_0_.o_o_/1 15 10 STA. 76+89.50 / / w -~ 0 1----1-----1-----1------1-----1-----l-----·l-----1--=-;.;1,.cirr,.:..;E~[:..1=-;2~60;;;,.....,::___l._,...<:;___---l----i;:.,,_, __ , _____ ,_ 501~--1------1 ,.JV. . . _,,,,v ::'.::: oo IO t----t-----i-----t------+------+-----+-----+-----+------+---~~~----+--_;~1*-I0-1----+-..:_ __ -4-___ --I INV. EL. 3.44-INV. E . 3.40 INV EL. 4.10 - STA. 77+45.58 / <C + + :=======::=========:=========::=========:::=========:=========::=========·:=========:::==:~,N~V=-~E~[~.:~~~-:10~:~===:=========:::=====-~~=,~-~-k-~~.---l·-----1-----1 I 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HOPE FM BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 1, DWG C5017 CONSTRUCT 32-INCH OD HOPE NEW SOUTH FM AND 36-INCH OD HDPE NEW NORTH FM IN COMMON TRENCH BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 2, DWG C5017. CONSTRUCT 60-INCH MANHOLE WITH MANUAL AIR RELEASE ASSEMBLY PER DWG C5018 AND C5025A. ~ CONSTRUCT 4-INCH PVC VENT LINE TO EXIST OCSD SEWER MH. ~ MAINTAIN SERVICE DURING SOUTH FM "7 REHABILITATION. PROTECT IN PLACE. CONSTRUCT DUAL FM ACCESS STRUCTURES WITH DRAIN ASSEMBLIES PER DWG C5019 AND C5025B. SHEET NOTES 1. ABANDON EXIST NORTH FM PER DWGS C1024 -C1031. 2. ABANDON EXIST SOUTH FM PER DWGS C1 019 -C1 023. 3. SEE DWG G0009 FOR LINE AND CURVE DATA. :i:<C :< . t---+-------t-----+-----+-----1-----+-----i-----+------+----+-----+---~=ii-.µ,..-ld----+-----l----~-5 ---1-----1-----1·-----1---~~~~W ~ ::ii: ::ii: > ---1-----1~-----1-----1---:::C LL J..L...F,,----1------1-----1 z :::::E~ z,: HORIZ: 1"=40' ----1-----1-----1------1-----II-----I------I-----I - I VERT: 1"=1' ~~ j I~ LL., 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 ---1-""T"------------------,-""T"-'T"" ____________ ""T" _____ ""T" ________________ ,..... __ ;;:~::----------------------------------------------u...:o MM , -C) MARK DESCRIPTION DATE APPR. BC 5-60 a: MB Brown AN□ o Caldwell hl UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 49 a: ȭȭ C1035 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 5 1 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW SOUTH AND NORTH FORCE MAIN 79+00 TO STA 88+00 2 0 0 + Ol ,;;f- 1'-f") ·O <C~ I-u (/) • 00 I ~ I wo ZW ....J w :r: (/) u I- <( ~ 5 ~ A I "'.:';-6 • ~.-~E - S 20· ss--ss -.;;;;~-~--~--..c::==-" DIP F ~~ -- - R D ~~--1srA-:-au zs: ~a- .... l RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT TUSTIN AVE. PACIFIC COAST HIGHWAY • • ... S = 0.0000 = 0.0067 ,-----1-----1-----·1----1-1--'<:----·l-----1------!-----''----I 1--..!i=-=-------1-1Nv-. E:t:-4: -o.=-------1----~1 -,----11-----1----/. -,-----1-----1-----1-.sr~A--:-B,t."'F o:oo,---1•-----1----H-1---'-"-srA:-a6-=FOo:-oo-1-----1-----1 1-----1-----1-----1----1-1--STA. 81 OO.OO --1----1-----,1-----1-INV':'"""EI::-.--20 •@>1---,INV:-Et::--4.20-1-----1-----1 5 INV. EL. 3.00 z 01------t----------t------t-------t-t--t-------t---------t------t--t-t--------t------t---------t-----1------t----------t-----ti7n----------t-------t---------t-----------10 u 1-----+--------------~1-----+-------tf-------c=-l"<t-- (J) 1-----1-----1-----1----,1 -<(-l-----1-----11---i NU 1-----1-----1-----1---~-1-----1-----1---..:....1 .. ,1---------------------1-----+----------h u -51-----+-------t----+----beltt:r:t+----+-----+-----F.J----t!'=--ct-----+----+-----+-----f-----+-------t---~+-----+----+-----+------, u _J HORIZ: 1 "=40' -----1-----1-----1-----1,-----1-----1------1-----1 VERT: 1 "= 4' 0 40 80 SCALE IN FEET KEY NOTES 0 CONSTRUCT 32-INCH OD HDPE NEW SOUTH FM AND 36-INCH OD HDPE NEW NORTH FM IN COMMON TRENCH BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 2, DWG C5017. A CONSTRUCT DUAL FM ACCESS STRUCTURES "'<j' WITH MANUAL VENT ASSEMBLIES PER DWG C5018 AND C5025B. ~ CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. ~ PROTECT IN PLACE. ~ RELOCATE GAS LINE AS NECESSARY TO CLEAR NEW PIPE. GAS RELOCATION TO BE COORDINATED WITH THE GAS COMPANY SEMPRA 30 DAYS PRIOR TO THE START OF WORK. ~ CONTRACTOR SHALL REPLACE EXISTING WATER PIPE AT CROSSING. REPLACE WITH DR 14 C900 PVC A MINIMUM OF 5-FT BEYOND THE WIDTH OF THE FORCE MAIN TRENCH BOTH SIDES. CONTRACTOR SHALL INSTALL NEW WATER PIPE IN ACCORDANCE WITH THE CITY STDS AND THE CITY ENCROACHMENT PERMIT. SHEET NOTES 1. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1023, 2. ABANDON EXIST NORTH FM PER DWGS C1024 -C1031. 3. SEE DWG G0009 FOR LINE AND CURVE DATA. 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+0_._ _____________________ ___J (!J z -! Cl --1-....,..-----------------.--...--..------M-M-------~P""""------..------------------.. ---------------------...-----------------------.--------...... +-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AN□ o Caldwell hl UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • a: 50 ȭ C1036 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 5 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW SOUTH AND NORTH FORCE MAIN STA 88+00 TO STA 97+00 2 0 0 + OCl LO OCl I") I ·O <C~ I-u (/) I l!:> 3 wO Zw __J w :r: (/) ~ <( ~ 0 0 + ClJ LO CX) r") ·O <(~ 1-U (/) I l!:> 3 wo Zw __J w :r: (/) ~ <( ~ 10 w PARCE . A p N 0. P. M. B. 239/21 • C ----1--~ ... 4 ..... 11 11 1 5 9 .[_ -:1~ 5-::H- -- _ -ASPH. C _EXIST SOUTH FM SEE NOTE 1 -- NEW NORTH FM 36" OD -1'"'7'".7° / ~~ 2 4" CMP s01~ ~ ----+-----+-----+----/-//~-j--":..t -::_,_,N=EW-'-'---'S=-=O=U'r-TH'--'--'-F-"M-'--=3=2"---=;0r=-D----t-----t--i-_# S--_ 0 .. 0000 _ _ ~-~ -s ..,,_o 9 7 3 4 10 1---•---~ o~...,,/'-f-11--11----1---02s s -0.0000 1-c:::---n_-•--,, ____ s ___ ,,_0.-0-0-17~--,-.S,.. ~ ,· ~ lO. ~'-v 1-!---1-----1--1-----1----1---1---~--/-~ 5 ' = '" _,,. ,·o.•..,_ s = ,.0000 '_;.'7=--1---,-~1-----r-1"~----,---1--11-~.----:--5 , _,,,. ~ ,,,_ , n136 S = ·>-0.11,,-,, _,, _ / \ - 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HDPE NEW SOUTH FM AND 36-INCH OD HDPE NEW NORTH FM IN COMMON TRENCH BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 2, DWG C5017. CONSTRUCT DUAL FM ACCESS STRUCTURES WITH MANUAL VENT ASSEMBLIES PER DWGS C5018 AND C5025B. CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. PROTECT IN PLACE. SHEET NOTES 1. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1023. 2. ABANDON EXIST NORTH FM PER DWGS C1024 -C1031. 3. SEE DWG G0009 FOR LINE AND CURVE DATA . 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+0l -L._ ________________________ __J (!) z -~ a: Cl --1i,----,------------------.,....-..--------M-M _______________ ,.... _________________ __,• ~----------------------..... ----------------------..... ---------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 51 CI: ȭ C1037 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 5 6 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW SOUTH AND NORTH FORCE MAIN STA 97+00 TO STA 106+00 2 ~~I"~-~ OJ I I n i::-C::: I I P \/ i::-V 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HOPE NEW SOUTH FM AND 36-INCH OD HOPE NEW NORTH FM IN COMMON TRENCH BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 2, DWG C5017. CONSTRUCT 4-INCH PVC DRAIN LINE TO EXIST OCSD SEWER MH. PROTECT IN PLACE. INSTALL DUAL FM ACCESS STRUCTURES WITH DRAIN ASSEMBLIES PER DWGS C5019 AND C5025B. SHEET NOTES 1. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1023. 2. ABANDON EXIST NORTH FM PER DWGS C1024 -C1031. 3. SEE DWG G0009 FOR LINE AND CURVE DATA. 20.-----,-------.-----------,--------r---------.--------,-------,,-----r-------r-------.-----------r---------r---------,-------,----,------,--------.--------~20 10 <( -i= AP ROX. EXIST GRADE @ OF NEW SOUTH FM PIPE < --- ,~Vl~----1-----·1-----,-S~=-0;00001-----,,f---l-----1------1------1-----•J.,-----1-----1 1-----+------+-----+-----+------+-----+-----'S'.fA-:--1 · ~-+00;00-·t-+-----f-----'S'.fA-. ·02+·50;00--f---~:...i: 1-----1-----1-----1-----1·-----1-----1----INlt ... E:b.-'Z .. 50-IN, ~-E:b 6 F1a()-,-----/7- 1-----l0-----1------1------1-----·l-----11-----l·-----1------1---kU, .. W-~G}Gla(_y_P-J-P-£,-1-~F-M.=..-1 CO EC:JIOJiS AU DRAILJ ,---,+-----+-------t-----+--------115 ------l-----1-----1-----...;._;~--=-;;;;....:;-="""--',0-0 ~ .---1-----,-----,------,----·+- ·_ ------.::;h -.. -~~-.,----~.,----.,=., -~~.,~~-~ -.--. ~~ ___ ..,___ .. '1l ---------~ .• _ _.,_:__~ 10 ·l-----1-----1------1------1-------',;(-l- ·l-----1-----1------1------1----'tll- -I--1--1-----1-----1------1------1-----1 IN = 8.0 01-----+-----+-------+------+-----+-----+1-----+------+-------+------+-----+-----f-#---+--+--+-------+------+------+-----+--------10~------------------------- ---1-----1----SI_..,A,.,,,._,,1,.....o""c3'-'±-'t ~9."c'O""'-O..,~,---,-_1 _____ , _____ 11 _____ 1 _____ 1 ____ 1 97+00 98+00 99+00 100+00 HORIZ: 1"=40' VERT: 1"=4' IN . EL. 2.80 ---i-----i----:-'.N-::O-=:-R::1..-:---::F:::-M:----,---,--,i--S-0 -UTH--F-i-----ii-----,-----,----i ---·l-----i---..-,MmHC""7hl;i;:TrrH "';:D..:R .. A"IN.--t----' .L.-+__,;:M:;.;:H,=....;.;.W,,;.IT,,.:,H~R=-A"""'IN,-,----I----I-----I-----I ----i------i---sr~A-·03T 29,--,i-----1-,C,· r -A-r03':f · s·----11-----1·-----1------1 101+00 102+00 103+00 104+00 105+00 106+0 ~---------------------------< (!) z -~ a: Cl --lto------------------------------M-M----------------------------------. --------------------------------------------------------1+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 52 CI: ȭ C1038 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 2 : 5 9 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW NORTH FORCE MAIN STA 200+00 TO STA 208+00 1 MARK 0 0 + I.O a,-.... ,-I") .0 <( ,- 1--u (/) . I~ wO Zw _Jw :::r: (/) u 1-- <( ~ ---=..S~ CONC TANK \\ ROAD (TYP) -...._-..._ -----==== 8" STL GAS~ I I I I I I I SEE NOTE 3 I I I I I I ---24" RCSCP-,c= -----=._!/j -,c= f-u ------- OBS BY BUILDING I I I - 5 ~=--=-=~===~~~~ NEW NORTH FM .80 20 +19.0Q . INV EL. 5.50 0 1 ------t---tt-ij-t----t--\--~~-t-.F,--'~+---ia,1ii\0.:..::3c::O+------t----+-----+----+-----+----+-----+-----l---------l------l-----l----_J-----1----_J . EL. 5.00 0 '-----.,✓-:__~L 3: 3:11 ___ ...,STA. 107+10.00 -~ ::Jt:~ o INV. EL. 4.80 ,I-----'!=·-~-<E,----1-----1------1-----1,-----l-----·l-----l------l-----l-----l------1-----1-----1-----·1-----1-----o I.a.I -q ,eE,=----1-----1------1-----1,-----1-----·l-----1------l-----l-----l------l-----l-----l-----•I-----I----- DESCRIPTION DATE APPR. HORIZ: 1"=40' VERT: 1"=4' UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HOPE FM BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 1, DWG C5017. CONSTRUCT 32-INCH OD HOPE NEW SOUTH FM AND 36-INCH OD HOPE NEW NORTH FM IN COMMON TRENCH BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 2, DWG C5017. CONSTRUCT 60-INCH MANHOLE WITH MANUAL AIR RELEASE ASSEMBLY PER DWG C5019. CONSTRUCT 4-INCH PVC VENT LINE TO EXIST OCSD SEWER MH. PROTECT IN PLACE. SHEET NOTES 1. ABANDON EXIST NORTH FM PER DWGS C1024 -C1031. 2. ABANDON EXIST SOUTH FM PER DWGS C1019 -C1023. 3. CIPP EXIST SOUTH FM PER DWGS C1001 - C1010. 4. SEE DWG G0009 FOR LINE AND CURVE DATA. 53 ȭ C1039 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 3 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 0 1 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW NORTH FORCE MAIN STA 208+00 TO STA 216+00 1 20 15 10 i ---~ ~ -------=-- - - - - - ----==--..;...~:;__ - - - -~-,:;;;;----=:.:_~ = = = = :;:-== =-= =-= = - 211+00 214+00 -~~-:.....~-c:_-:.....-:..... --'--:.....-:..... ---' ---e... --:_--, --c:.__ -:.....-:..... ---:....-----'=--=-==-~-~~=~-~~~~==-~-~-e...""='""--=---=-___:-__c-......:-..0::---......:----' ... --=---=-~--=---=-~- PAC IF IC COAST HIGHWAY I .-CONC TANK ROAD (TYP) EXIST SOUTH FM LSEE NOTE 1 {/ 'LL I I I • l---------------------------------__,..,.,'------------------------------------------120 0 ~o _-t, CX) ,G N 'F-,U:, 0 ----1-----1,-----1-----,1-----1•-----1-----,-----,------,-----,-----1------1-----1•-----,-----,----0 ~ ---•f-----f•-----f-----,f-----f0-----f-----f-----f-----•f-----f-----f-----0 f-----f------f------f----.f-- --------- APPROX. E 1ST, GRADE OF NEW NO TH FM PIPE (O N -------+---------<. 15 ~----1------1----1--1-----1-----•l-----l•-----1-----Y1-----1----~- ----·-~=l::"-=----=-=--=---=-!LL ;.;---1-----1-----1-----l·---\--N,..,.,E~'W,.,....,..N'."":O-::R-::TH:-:--:F:::-Mcl-----1-----,1-----1-----1-----1-----1-----l---ll---l·l-5TJ\~21"o-F -o-+-'":'llt'- ;.,;_ __ 1------1-------+------+-----=-~c...:..:-=-:..:._:_;__:___:__;_:+-----J.-----1------1-------+------4----~1--------1---',cco~1-UJ----.--1 NV:-El:::-5:-e -~11"--1 -U) >-O_ 1-----1·-----1-----11-----1------1-----1·-----1-----,1-----1·-----1-----1-----1-----,-1---0 ,--,-----1· 01-------+------4----~f-------+-----+------+------+-----+-------+------+-----1------1-------+-----'U:;,,,.->_--+ ____ -+-_.:;,,.;;;:__---io 208+00 209+00 210+00 211+00 HORIZ: 1 "=40' VERT: 1 "=4' 212+00 213+00 214+00 215+00 216+00 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HOPE NORTH FM BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 1, DWG C5017. PROTECT IN PLACE. CONTRACTOR SHALL RELOCATE EXISTING WATER PIPE AT CROSSING. REPLACE WITH DR 14 C900 PVC A MINIMUM OF 5-FT BEYOND THE WIDTH OF THE FORCE MAIN TRENCH ON BOTH SIDES. CONTRACTOR SHALL INSTALL NEW WATER PIPE IN ACCORDANCE WITH THE CITY STDS AND THE CITY ENCROACHMENT PERMIT. PROTECT IN PLACE. CONSTRUCT CONCRETE ENCASEMENT PER DETAIL S-020, TYPE I ON SHEET C5027 . SHEET NOTES 1. CIPP EXISTING SOUTH FM PER DWGS C1001 - C1010. 2. ABANDON EXISTING NORTH FM PER DWGS C1024 -C1031. 3. SEE DWG G0009 FOR LINE AND CURVE DATA. (!J z -! 0 --l~--.-----------------..--...... -------MM ________ ...,... _________________________ -----------------------.------------------------.P""----------4+--C) BC 5-6Q CC MB Brown AN□ o Caldwell = '° ~ UNDERGROUND SERVICE ALERT OF l:=C cc SOUTHERN CALIFORNIA • ~\ MARK DESCRIPTION DATE APPR 54 ȭ C1040 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 4 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 0 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW NORTH FORCE MAIN STA 216+00 TO STA 225+00 1 I~ I I 1 2 PARCEL M 1 ~ jl, ~ ~~\ ~R ~ ~ -' = ------<- =r T R Pl C T 41 -LL_j =1 - 22 r,; M. v.l FM =L I ~ I = l!il~ = -I = t I A p = 0 -11 Al1F= T \I • (;'\C'12" STL GAS • ~ . J- ---,, -.__, "--/ ~ ')_ ~ 15 1----------------------------------------'V----------------------------------------l 15 1-----1------1-----1-----1------1-----1,-----1-----·l-----l·-----1-----1-----1------1-----1-----/$-A f=lP-,gQ.X-. g_ ,l~-T~~A [+j_;:-fj)----1 QF NFW NO --- ------ . ------ . <( 5 ~~==~===F---r----r-=:...::~o.~0~01~-~-+ ................ -----4-===~===~===~===~===1--4--------------¥1s~~o~.o~o~og:?4-----+---+---+--~ •-----•------•-----•--sTA-:-2z0 :so~---1-----1--1-----1·-----1-----,1-----1·-----1-----=, NEW NORTH FM 1-----1------1-----1-----1------1----....!.!:::.:.:....!.!.::~.!..!,._~;:!-----•l-----1-INV:-El::-4'9 0----l-----l--l-----1·-----l-----,,-----1·-----I-----I 01-------+-----+----1----+-----+-----+----+-----+-----+----1----+----+-"~----+----+-----+-----+--------,f--------io 0 QJ -----+------+---------------+-----+-----+----------------+------0-------1--,-~-1------+------+---------------+----- U) er: u n _51------+-----+--------4-------+------l-----+-----+-----+------+-----+-----l----~~-+-----+-----+-----+--------4f--------+---------4 216+00 217+00 218+00 219+00 HORIZ: 1 "=40' VERT: 1 "=4' 220+00 221+00 222+00 223+00 224+00 ~ 0 40 80 SCALE IN FEET KEY NOTES CONSTRUCT 32-INCH OD HOPE NEW NORTH FM BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DWG C5017. PROTECT IN PLACE. SHEET NOTES 1. CIPP EXISTING SOUTH FM PER DWGS C1001 - C1010. 2. ABANDON EXISTING NORTH FM PER DWGS C1024 -C1031. 3. SEE DWG G0009 FOR LINE AND CURVE DATA. (!J z -! Cl ---1~--.-----------------..--...... -------MM ________ ..,... _______________________________________________ ....,. ______________________ P""-________ 4-+-C) BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AN□ o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • ' 55 CI: ȭ 1 C1041 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 4 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 0 6 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW NORTH FORCE MAIN STA 225+00 TO STA 233+00 S-031 1 0 1-----1-----11-----1-----1-----1-----1•-----1-----1------1-----1-----1~ 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 RESTORE LANDSCAPING PER CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIREMENTS 233+00 0 40 80 SCALE IN FEET KEY NOTES 0 CONSTRUCT 32-INCH OD HDPE FM BY OPEN CUT BETWEEN LIMITS SHOWN. SEE DETAIL 1, DWG C5017. ~ CONSTRUCT 60-INCH MANHOLE WITH MANUAL AIR RELEASE ASSEMBLY PER DWGS C5018. ~ CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. ~ PROTECT IN PLACE. SHEET NOTES 1. CIPP EXISTING SOUTH FM PER DWGS C1001 - C1010. 2. ABANDON EXISTING NORTH FM PER DWGS C1024 -C1031. 3. SEE DWG G0009 FOR LINE AND CURVE DATA. 4. ROUTE NEW 3" VENT LINE TO EXIST OCSD SEWER WITHIN EXISTING NORTH FM. GROUT VENT LINE IN HOST PIPE AS PART OF ABANDONMENT OF EXISTING 32-INCH NORTH FM. 5. 14x90 VERTICAL STEEL BEAMS. ABANDON IN PLACE STA. 228+17.43, STA. 228+25.76, STA. 228+34.09, STA. 228+42.42. TOP ELEV. = 2'. BOTTOM ELEV. = -21 '. (!) z -~ a: Cl ---1-..... --------------------..------M-M-------~P""------..-----------------.... ---------------------...---------------------------------t-+-Cl BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 56 CI: ȭ 2 1 C1042 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 4 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 0 9 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - V A L N 0 4 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - D E T L 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NEW LIDO FORCE MAIN STA 0+00 TO STA 4+07 DETAIL 1 1 S-031 PHOTO 30 /' .,,.---- 25 -S~=~G. €JG SG- 20 J I <SCI' I \ ~-0 0 ~ ,, + G) 15 . ~ (I-) 10 5 0 -5 -1+00 0+00 \ \ ~ N -;- APPROX. EXIST. GRADE -ci · ---------....._ -@ OF NEW PIPE -v · + . • '( 1b'-N ~~()\ ~- (/) el ~ "- RESTORE LANDSCAPING PER CITY OF NEWPORT BEACH ENCROACHMENT 1's "-:.f - w ~ ~ "--w I-~ C g:: z I-. -a:· I'... u "' <( "-""'-~ ~ w G) u ct= . " "' ~91 <( o · LO I'... (D CAUTION: 12" . J 0 --N "' "-"-----... ~ HIGH PRESSURE ~"- _J ""-~ c----" GAS LINE .,_ --~--ul 7' ~, ' µ. ,'\. SEE NOTE 6 > ~~ ,_ ~I= l--·-r:, "-I s. =1 "-\_ -~" :--K --' ~ -"" -r',' ---------"' ,-., " <so) . ~ -D... v-=I I I ,;>~ .w -• ' VE JT LL _J .L I-> w ,e:J:; ~1' STA. 2+40. 12 ...... .L u . }o--0 ~ -1NV:-E'.l::"""'87 ,_ ·14 -I---~rSEE -/---- ~DETAIL -- - r-7'SEE -/-STA. 2+40. ~2 1-,,-~-DETAIL INv. EL. -3. JO --~- ----'\ -0.0002 ' = HORIZ: 1 "=40' -- -1 "=4' --VERT: ... ,. ' 1+00 2+00 3+00 I rt), 0 +. v ~ (/) -C I-z <( a. ~ w u ct= <( 0 -J (D I 7 -"'9 -D... Ii --=I ' " --- --. - // / ,1/ // (o // // // / 4+03.00 -~ 4~1 ,1'7 ' // // // / 30 25 20 15 10 5 a 40 80 SCALE IN FEET 20" STL FM CONNECTION SCALE: NONE EXIST 20" STL FM (LIDO EAST FM) FLANGE CONNECTION WITH SST BACKER RING 24" HOPE -,. --T ISTA. INV. EL. -2.96 0 20" X 24" HOPE INCREASER -II--~ 19 - 4+00 RESTRAINED FLANGE COUPLER ADAPTER ON EXIST 20"STL FM -::; 5+00 20" STL FM CONNECTION SCALE NONE ---- KEY NOTES CONSTRUCT 4-INCH PVC VENT LINE TO OCSD SEWER MH. CONSTRUCT 24-INCH OD HOPE BY OPEN CUT. SEE DETAIL 1, DWG C5017. CONSTRUCT 24-INCH OD HOPE IN 36-INCH STEEL CASING BY JACK AND BORE. SEE SPEC SECTION 02340 AND OCSD STANDARD DETAIL S-031. CONNECT TO EXISTING 20-INCH STL FM. SEE DETAIL 1, THIS SHEET. PROTECT IN PLACE. SHEET NOTES 1. CIPP EXISTING SOUTH FM (FUTURE LIDO WEST FM) PER DWG C1018. 2. NEW SINGLE FM PER DWGS C1032 AND C1033. 3. CLOSE SIDEWALK ACCESS AND ROUTE PEDESTRIANS AND BICYCLISTS AROUND WORK ZONE. SEE SPEC SECTIONS FOR GENERAL REQUIREMENTS. 4. CONTRACTOR SHALL VERIFY EXISTING UTILITIES BY POTHOLING PRIOR TO WORK BEING PERFORMED. 5. RESTORE AND MODIFY LANDSCAP AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMIT. 6. CONTRACTOR SHALL LOCATE EXISTING 12-INCH HIGH PRESSURE GAS MAIN AND VERIFY LOCATION HORIZONTALLY AND VERTICALLY PRIOR TO WORK BEING PERFORMED. 7. SEE DWG C5016 FOR DEMOLITION/ABAND AT THIS LOCATION. 8. SEE DWG C1018 AND C5013 FOR DEMOLITION AND NEW PIPING. (!J z -! Cl ---1-..... --------------------..------M-M-------~P""------..-----------------.... ----------------------------------------------------...... +-Cl BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AN□ o Caldwell hl UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 57 a: BITTER POINT PLAN VIEW DETAIL DEMOLITION PLAN C5001A OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 1 A . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 1 0 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 5 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - V A L N 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING J / ------ DETAIL 1 -PLAN VIEW SCALE: 1"=10' MARK DESCRIPTION DATE APPR. ---..__ r ------------ I UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • I I SOUTH FM STA. 12+27.81 N 2175243.04 E 6045518.54 L I ◊ I I PH l I I 0 0 0 0 0 0 0 0 0 KEY NOTES PROTECT AND MAINTAIN EXISTING 15-INCH PVC SS CONTRACTOR SHALL LOCATE EXISTING 12-INCH HIGH PRESSURE GAS MAIN AND VERIFY LOCATION HORIZONTALLY AND VERTICALLY PRIOR TO WORK BEING PERFORMED. SO CAL GAS FIELD REPRESENTATIVE SHALL BE ON SITE DURING ALL EXCAVATION ADJACENT TO H.P.G. SPECIAL WORK. PLAN SHALL DETAIL WORK ACTIVITIES AND PROTECTION MEASURES TO H.P.G. IN ACCORDANCE WITH C.G.C. 4216. (EX: GAS SHUTOFF, NON-VIBRATERY SHORING INSTALL, ETC.) MAINTAIN EXISTING 8" VCP GRAVITY SEWER CROSSING BENEATH NEW FORCE MAIN. PROTECT IN PLACE REMOVE EXISTING 48" MANHOLE AND VENT PER DETAIL 2, DWG C5010. EXISTING TANK ROAD. SEE LIMITS REMOVE IN EXCAVATION SEE NOTE 12, DWG G0002. PROTECT IN PLACE. REMOVE EXISTING 36"x24" REDUCER FROM SOUTH FM. REMOVE 24" PLUG VALVE STEM AND COVER. SEE DETAIL 2A ON DWG C5001B. ABANDON EXISTING 24" DIP BY GROUT FILLING AND SEAL AT MANHOLE. CAP AT END NEAR NEW PIPELINE TRENCH. REMOVE EXIST 24" DIP FM FROM WITHIN EXIST 40" STL CASING. SHEET NOTES 1. CONTRACTOR SHALL REMOVE INTERFERING PORTIONS OF TANK ROAD BENEATH ROADWAY SURFACE TO COMPLETE THE WORK. 2. BACKFILL EXCAVATIONS PER TRENCH DETAIL 1, DWG C5017. 3. RESTORE ALL CURB GUTTER AND WALK PER CITY OF NEWPORT BEACH STANDARDS. 4. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH TRAFFIC CONTROL PLANS AND CAL TRANS PERMIT REQUIREMENTS. 5. EXISTING ALIGNMENT SHOWN HEREON IS BASED ON RECORD INFORMATION AND MAY VARY. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING FM PRIOR TO CONSTRUCTION. 58 1A 1B C5002 C5002 1 C1001, C1011 BITTER POINT PLAN VIEW DETAIL NEW CONSTRUCTION C5001B OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 1 B . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 1 2 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - D E T L 0 5 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - V A L N 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 l I 1/ I T 52 ~ I ~~ETAIL 2 f{J WG C-5002_ ht I CT / u 0 () I :--.; I s f:;; I ff 36" CIPP TO JOIN N' W 36" HDPE WITH GRP TRANSITION SPOO AND VERSAMAX CO , LING DETAIL PLAN VIEW I 9 SCALE: 1"=10' I I 0 ◊ ( ly . $ I ... I 0 0 KEY NOTES INSTALL 36" HDPE (DIPS) PIPE DR 26. SEE DWG C1001 FOR PROFILE DATA. INSERT 36" C-905 PIPE AND THEN LINE THROUGH WITH 36" CIPP AS PART OF OPERATION FROM STA 10+00 TO STA 11+70. INSTALL 36" HDPE 45 DEG ELBOW. CIPP EXISTING 36" DIP FM PER SPECIFICATIONS. PROTECT AND MAINTAIN EXISTING 15-INCH PVC SS 0 0 0 0 CONTRACTOR SHALL LOCATE EXISTING 12-INCH HIGH PRESSURE GAS MAIN AND VERIFY LOCATION HORIZONTALLY AND VERTICALLY PRIOR TO WORK BEING PERFORMED. SO CAL GAS FIELD REPRESENTATIVE SHALL BE ON SITE DURING ALL EXCAVATION ADJACENT TO H.P.G. SPECIAL WORK. PLAN SHALL DETAIL WORK ACTIVITIES AND PROTECTION MEASURES TO H.P.G. IN ACCORDANCE WITH C.G.C. 4216. (EX: GAS SHUTOFF, NON-VIBRATERY SHORING INSTALL, ETC.) 0 MAINTAIN EXISTING 8" VCP GRAVITY SEWER CROSSING BENEATH NEW FORCE MAIN. PROTECT IN PLACE 0 NORTH FM REHABILITATION BY CIPP. SEE DWGS C1011 TO C1017 FOR PLAN AND PROFILE. 0 CONSTRUCT MANUAL AIR RELEASE ASSEMBLY IN NEW 60-INCH MANHOLE PER DWG C5018 .. ROUTE 4-INCH VENT LINE TO OCSD SEWER. @ ROUTE VENT PIPE TO EXIST OCSD SSMH. 0 INTERNAL END SEAL. VICTAULIC INTERNAL REPAIR SEAL OR WEKO-SEAL WITH NEOPRENE OR BUNA-N RUBBER AND TYPE 316 SST BANDS AND HARDWARE. SEAL SHALL BE MANUFACTUREED TO ADAPT TO DIFFERENT INSIDE DIAMETERS OF LINER HOST PIPE. EXISTING 12" THICK REINFORCED TANK ROAD. REMOVE IN EXCAVATION. CONSTRUCT CIPP LINING OR 42" OD HDPE. SHEET NOTES 1. CONTRACTOR SHALL REMOVE INTERFERING PORTIONS OF TANK ROAD BENEATH ROADWAY SURFACE TO COMPLETE THE WORK. 2. BACKFILL EXCAVATIONS PER TRENCH DETAIL 1, DWG C5017. 3. RESTORE ALL CURB GUTTER AND WALK PER CITY OF NEWPORT BEACH STANDARDS. 4. PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH TRAFFIC CONTROL PLANS AND CAL TRANS PERMIT REQUIREMENTS. 5. EXISTING ALIGNMENT SHOWN HEREON IS BASED ON RECORD INFORMATION AND MAY VARY. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING FM PRIOR TO CONSTRUCTION. (.!J z -~ a: 0 0 a: 0 0 w a: 0 ~ i-: W Cll _J ~ (/) :::, z 0::: z (/) owow 0 > c.. 0::: w I-(/) <( (I) O w (I) <(ZO:::<( Cll (I) W z o<CCll-WI I-W 0::: o::: 0 ffi <( W Z J: 8:iW_JW 0::: z ~ Cll c..C>:i:::>-zZ(I)<( wWo~ W WzI CllI<(() w I-z -> cti O I <( 0::: -$ I w ~ (I) (l)I~Z Cl I-o::: 0 z O O (/) $ >-LL (/) ~~Z::i, O W (I) O oo:i:::o::: 0::: > I-0 o0LL(I) () 0::: 0 0::: wC..>-0 0::: z () 0::: wo~o::: -w [B I-::J >-I<( 0 Z I-::i: () <( 0::: <( 0::: ~wo zILL -I- (.!J z -I 0 ---1-----------------------------------------------------------------------------------------------------------H- MARK DESCRIPTION DATE APPR. MM BC MB BrownANo Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 59 5-60 o a: 0 0 w a: BITTER POINT CONNECTION DETAILS C5002 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 1 4 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - V A L N 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING EXIST 36-INCH DIP SOUTH FM LIMIT INTERNAL INSTALLATION CIPP TO EXISTING MECHANICAL JOINT CONNECTION. EXISTING BITTER POINT CONSTRUCTION PHASE PHOTO (SOUTH FORCEMAIN CONNECTION) DETAIL 1A NO SCALE C5001B .. G DIP 30"X36" "X 42" DIP EXISTING BITTER POINT PHOTO (NORTH FORCEMAIN/CONNECTION) DETAIL 1B NO SCALE REMOVE VALVE STEM AND COVER. ABANDON EXISTING 24" PLUG VALVE IN PLACE ~ABANDON EXISTING 24" DIP BY GROUT FILLING AND SEAL AT MANHOLE CAP EXIST 24" DIP ~-ABANDON EXISTING 24" DIP BY GROUT FILLING ~EXIST 30" STL CASING REMOVE EXIST 36" x 24" DIP REDUCER INSTALLED HOSE PIPE FOR CIPP LINING INSERT 36" C-905 PIPE AND THEN LINE THROUGH WITH 36" CIPP AS PART OF OPERATION FROM STA 10+00 TO STA 11+70. EXISTING SOUTH FM STA 10+96.22 DEMOLITION PLAN VIEW DETAIL 2A NO SCALE C5001B SHEET NOTES 1. BACKFILL EXCAVATIONS PER TRENCH DETAIL 1, DWG C5017 . C, z -~ a: 0 --------------------------------------------------------------------------------------------------------------------4+- MARK DESCRIPTION DATE APPR. MM BC MB Brown AND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 60 5-60 o a: 0 (_) w a: DETAIL 1 1 1 SECTION A A BAY BRIDGE VALVE VAULT CONNECTION DETAILS C5003 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 1 7 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 5 0 5 - 6 0 - C - D E T L 0 1 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - V A L N 0 4 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - S U R V 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 0 0 CAUTION: 12" HIGH PRESSURE GAS LINE REMOVE EXIST DIP FM AND CONSTRUCT NEW FM CONNECTION PER PLAN VIEW THIS SHEET. -=1-~r-""""-~~ --• --- DETAIL 1 -PLAN VIEW SCALE: 1"=10' ·tr • COIK£N!T/lt HF!'Jl/tD {»-ur1u [ I II 11 I KEY NOTES ffi 0 0 0 0 NEW 32" HOPE PIPE BY OPEN CUT. REMOVE INTERFERING PORTIONS OF EXISTING 24" DIP FORCE MAIN. 45 DEG FITTING. 32"x24" REDUCER. CIPP EXISTING 36" DIP FORCE MAIN PER DRAWINGS C1001 -C1018. CAP AND ABANDON GROUT EXISTING 24" DIP FORCE MAIN PER DRAWINGS C1019 -C1031. CAP AND ABANDON EXISTING 24" DIP FORCE MAIN REMOVE EXISTING 24" DIP FORCE MAIN EXISTING BAY BRIDGE VALVE VAULT 0 0 0 EXISTING 24" DIP FORCE MAIN, ABANDON PER DRAWING C5012. 24" KNIFE ~-:x;;.!.-'\-----~~-ll::,L.--~"-----¥.'Rc:-7.!' Pn'"""~;:,c-- . . . . TA=142+15 SEE ENLARGED PLAN, THIS SHEET ~ CORED PENETRATION IN EXISTING CONCRETE WALL EXISTING FORCE MAIN MANHOLE, ABANDON PER DRAWING C5009. EXISTING 32" PE FORCE MAIN INSIDE 36" VCP, ABANDON PER DRAWING C1027 -C1031. EXISTING BAY BRIDGE VALVE VAULT. REMOVE EXISTING ABANDONED PIPE AS REQUIRED TO INSTALL NEW PIPE. CAP EACH SIDE WITH BRICK AND MORTAR. 12" HIGH PRESSURE GAS MAIN. PROTECT IN PLACE. SEE GENERAL NOTES AND SPECIFICATIONS FOR REQUIREMENTS. RESTORE AND MODIFY LANDSCAPE AND IRRIGATION SYSTEMS IN CONFORMANCE WITH CITY OF NEWPORT BEACH ENCROACHMENT PERMI~ CONSTRUCT CLOSURE SPOOL PER DWG C5014. CONTRACTOR SHALL RESTORE EXISTING WALL TO ORIGINAL CONDITIONS. ALL COSTS ASSOCIATED WITH RESTORATION SHALL BE AT THE CONTRACTOR'S EXPENSE. VALVE TO REMAIN (TYP) EXISTING 36" DIP FORCE MAIN REMOVE EXISTING 36"x30" REDUCER AND 30" FLEXIBLE COUPLING NEW 32" HOPE FORCE MAIN CONSTRUCT 60-INCH MANHOLE WITH MANUAL DRAIN 24,, FLANGE TO ASSEMBLY PER DWG C5019 AND C5025A. OMIT 6" HOPE FLANGED DRAIN EXTENSION TO OCSD SEWER AND DRAIN CONNECTION----..._ CONNECTION BOX ON DWG 2/C5019. 24,, WALL FLANGE CONSTRUCT CLOSURE SPOOL AND MANWAY PER DWGS APPROX LIMIT OF C5015 AND C5025A. 1-,c,,.,.5""'00,.,..3 +-..,W7A"LL-'---';=;R-;=;EM.'70,s-;V,,-A"L--"-'--..._ • <I: EXIST KNIFE VALVE TO REMAIN (TYP)-~ 24"¢ DIP* ------~ APPROX LIMIT OF {51lri /1/l!f ,mm, rq /fl'!, A . • .,j STAINLESS STEEL------.._.A --:'4:_-,t4'Yfl' NON SHRINK GROUT WATERSTOP GASKET C5003 WALL REMOVAL 24" WALL FLANGE 24" FLANGE TO HOPE FLANGED CONNECTION-- 1 '-a" TAKE-UP CLAMP • rr 01. slrtn. 4 ~ .••. A: .d • .• "" ' . NOTE 1 * DIP TO BE FUSION LINED & COATED. #4 @ 12"[ (TYP AROUND) 1 '-8" 24"¢ HOPE--.. NEW 36"x24" HOPE REDUCER BONDED EPOXY SEE NOTE 2 BELOW DEMOLITION PLAN REMOVAL NO SCALE NEW STRAIGHT 45 DEG FITTING TO MAKE TRANSITION NEW 32"x24" HOPE REDUCER EXISTING BAY BRIDGE VALVE VAULT {!J z -I 0 0 a: 0 (.) w a: GWINNii'.LL PIPE 60PPOici'3'. NOTE 2 HYDROPHOLIC WATERSTOP (TYP AROUND) #4 @ 12" DEMOLITION AND REMOVAL NO SCALE SCALE: 3/8" ~ 1'-0" C5003 MARK DESCRIPTION DATE APPR. NOT ALL EXISTING PIPING IS FLANGED OR RESTRAINED. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING NECESSARY TO PERFORM OPERATIONS AND MAINTAIN F.M. SERVICE PER SPECS. (TYP AROUND) #4 @ 12" DOWELS SET USING HILTI HIT-RE 500-SD;OR EQUAL 6" MIN EMBEDMENT. (TYP NORTH & WEST) PROPOSED WORK PLAN NO SCALE 61 DETAIL A PACIFIC C O A S T H I G H W A Y B ROCKY POINT PUMP STATION CONNECTION DETAILS C5004A PHOTO PHOTO PHOTO ROCKY POINT PS OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 4 A . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 1 9 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 5 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING ------ I --- -----------0 -.,___ --- --::-c-; -----=-~--A~'r-==:~ ---w ------w -- k ---s -------7 - 8 ---- ----1 " I NEW SOUTH FM :=:::::::-_ " ---w 8!'-. ---01P-w.-w ___ ------- SCALE: 1 " = 10' \ \ \ \ \\ \ \ \ \ \ \ \ p\-\ ?,2 NEW NORTH FM ------------~ -I 104+~ EXISTING SOUT FORCE MAIN (24" DIP) -------- ~ --- NORlH FM WRAPPED THEN FULLY CONCRETE ENCASED ANHO SOUlH FM WRAPPED THEN FULLY CONCRETE ENCASED - SOUlH FM 0 0 0 0 KEY NOTES EXISTING 12" DIP FORCE MAINS FROM ROCKY POINT P.S. CUT AND CAP EXISTING 12" DIP FORCE MAIN PER DETAIL 2, DWG C5012. ABANDON PER DWG C1019 -C1023. ABANDON EXISTING NORTH FORCE MAIN (36" DIP) PER DWG C1024-C1031. SEE GENERAL NOTE 2. CONSTRUCT 32" HDPE PIPE PER DWG C1034 -C1037. CONSTRUCT 36" HDPE PIPE PER DWG C1034 -C1037. DIP RESTRAINED COUPLING. CONNECT TO EXIST 12-INCH DIP AT JOINT. ABANDON EXISTING 36" DIP FORCE MAIN. PROTECT EXIST 12-INCH DIP FM. CONSTRUCT 60-INCH MAN WAY WITH DRAIN ASSEMBLY PER DWGS C5018 AND C5025A. CONSTRUCT 12-INCH HOPE FM. CONNECT TO EXIST 12-INCH DIP FM. ROUTE DRAIN LINE TO OCSD SEWER. CONNECT TO EXIST OCSD SEWER MH. CORE MANHOLE AND PROVIDE NON-SHRINK GROUT SEAL BETWEEN MANHOLE SHAFT AND VENT PIPES. SEE DWG C5004B. SHEET NOTES 1. WORK ON THE SOUTH FORCE MAIN SHALL NOT PROCEED UNTIL THE SOUTH FORCE MAIN HAS BEEN ISOLATED, SHUT DOWN AND DEWATERED. SEE SPECIFICATIONS FOR SEQUENCE PLAN AND ADDITIONAL RESTRICTIONS. 2. WORK ON THE NORTH FORCE MAIN SHALL NOT PROCEED UNTIL ALL WORK ON THE SOUTH FORCE MAIN IS COMPLETE. SEE SPECIFICATIONS FOR SEQUENCE PLAN AND ADDITIONAL RESTRICTIONS. C, z -~ a: 0 ----11---------------------------------------------------------------------------------------------------------------------t-+-MM BC MB MARK DESCRIPTION DATE APPR. Brown AND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 62 5-60 o a: 0 (_) w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 4 B . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 0 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - D E T L 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION SECTION ROCKY POINT EAST FM TO NEW SOUTH FORCE MAIN CONNECTION ROCKY POINT WEST FM TO NEW NORTH FORCE MAIN CONNECTION ROCKY POINT PUMP STATION CONNECTION SECTIONS C5004B PIPELINE TRENCH NEW SOUTH PIPELINE TRENCH NEW SOUTH FORCE MAIN ---- EG 14.0± EL 8.0± TRENCH. SEE DETAIL 2, DWG C5017 NEW NORTH FORCE MAIN SCALE: 3/8"=1'-0" EG 14.0± 11 EL 8.0± EL 4.0± NEW NORTH FORCE MAIN SCALE: 3/8"=1'-0" EXIST NORTH FM TO BE ABANDONED; 0 GROUT FILLED *ACCESS STRUCTURE NOT SHOWN FOR CLARITY. EXIST NORTH FM TO BE ABANDONED; 0 GROUT FILLED *ACCESS STRUCTURE NOT SHOWN FOR CLARITY. 45 DEG HOPE BEND SEE NOTE 3 KEY NOTES 0 0 0 0 0 ffi EXISTING 12" DIP FORCE MAINS FROM ROCKY POINT P.S. EXISTING 24" SOUTH FM. CONSTRUCT 32" HOPE PIPE PER DWG C1034 -C1037. CONSTRUCT 36" HOPE PIPE PER DWG C1034 -C1037. PROVIDE HOPE TO DIP FLANGED CONNECTION. CONNECTION SHALL BE RESTRAINED. CONNECT TO EXIST 12-INCH DIP AT JOINT. PROTECT EXIST 12-INCH DIP FM. REMOVE EXIST 36-INCH DIP FM AND WYE FITTING WITHIN LIMITS DURING NORTH FM ABANDONMENT. CONSTRUCT 60-INCH MAN WAY WITH AIR RELEASE ASSEMBLY PER DWG C5018. CONSTRUCT 12-INCH HOPE FM. CONNECT TO EXIST 12-INCH DIP FM. ROUTE COMMON 4" AIR VENT LINE TO OCSD SEWER. CORE MANHOLE AND PROVIDE NON-SHRINK GROUT SEAL BETWEEN MANHOLE SHAFT AND VENT PIPES. SHEET NOTES 1. WORK ON THE SOUTH FORCE MAIN SHALL NOT PROCEED UNTIL THE SOUTH FORCE MAIN HAS BEEN ISOLATED, SHUT DOWN AND DEWATERED. SEE SPECIFICATIONS FOR SEQUENCE PLAN AND ADDITIONAL RESTRICTIONS. 2. WORK ON THE NORTH FORCE MAIN SHALL NOT PROCEED UNTIL ALL WORK ON THE SOUTH FORCE MAIN IS COMPLETE. SEE SPECIFICATIONS FOR SEQUENCE PLAN AND ADDITIONAL RESTRICTIONS. 3. FIELD VERIFY RESTRAINED CONNECTORS DIMENSION REQUIREMENTS PRIOR TO MATERIAL PURCHASE. (.!J z -I 0 --------------------------------------------------------------------------------------------------------------------4+-MM BC MB MARK DESCRIPTION DATE APPR. BrownANo Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 63 5-60 o a: 0 0 w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 1 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - D E T L 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 1 CROSSOVER 1 AREA DETAIL DEMOLITION PLAN C5005 MARK DESCRIPTION REMOVE EXIST REDUCER (SEE NOTE 1) EXACT LIMITS REMOVAL & REPLACE TO BE DETERMINED BY CONTRACTOR 56+50 SEE DWG C1016 EXIST NORTH FM SEE DWG C1016 ----=-----+-----FOR CONTINUATION G---G---G---G--G---G---G---G---G-- PACIFIC COAST HIGHWAY REMOVE EXIST 36" VALVE (SEE NOTE 1) G---G---G--G- 24-INCH DIP EXIST AB AND 27" CASING -- EXIST VENT LINE~ ABANDON EXIST 24" DIP WITH GROUT AND CAPS I I I I I I I m EXIST 36" STEEL CASING I I I -==t=t~=t~+-------------- +I in I!) ------------------------------- 0 EXIST SS MH 1 I r EXIST 30" fs' VCP SEWER\.'.:) ------------~ -CTV - - -CTV - - -CTV - - -CTV - - -CTV - - -CTV - - -CTV - - -CTV - -CTV - - -CTV - --__cT'L= -E---E---E-= =-~ ~~VE--~ctv~~~ EXIST 30 - - - E - - - E - - -E - - -E - - -E - - -E EXIST ABANDONED -E -DIP FM 27" VCP SEWER TO REMAIN - - T - - - T - - - T - - - T - - - T - - - T - - - T - - --=-'"-_,_ - T - - - T - - - T T --T---T---T---T EXIST 36" DIP FM -TO REMAIN -7 // /~ z; ~"'--,-_-_-_-_-_-_-_-_-_-_-_194:d~~IZilL_t- -w---w---w---w---w---w---w---w---w---w---w-_'..._..., DATE APPR. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • CROSSOVER 1 DEMOLITION PLAN 1/8"=1"-o" C1Q32 .....__,,. ----w---w- FOR CONTINUATION KEY NOTES G) 2 1 REMOVE EXIST 30-INCH PLUG VALVE. 0 REMOVE EXIST 30-INCH X 24-INCH TEE AND 90 DEG ELBOW. SEE DETAIL 3/DWG C5010. 0 0 REMOVE EXIST 30-INCH X 24-INCH REDUCER. SEE DETAIL 3/DWG C5010. REMOVE EXIST MAN WAY STRUCTURE AND COVER. SEE DETAIL 3/DWG C5010. REMOVE EXIST 30-INCH DIP. REMOVE EXIST 30-INCH X 36-INCH REDUCER. CAP, SEE NOTE 5. PROTECT IN PLACE. CUT AND REMOVE EXIST 36-INCH STL CSG. CHIP AWAY GROUT TO EXPOSE 24-INCH DIP. INSTALL TEMPORARY LINE STOP (24-INCH) WITH SUPPORT FOUNDATION AND THRUST RESTRAINT AS REQUIRED. G REMOVE EXIST 27-INCH ABANDONED SEWER (10 LF). CAP AT EACH SIDE OF EXCAVATION. REMOVE EXIST 36-INCH PLUG VALVE. REMOVE EXIST 24-INCH PLUG VALVE. REMOVE EXIST 36-INCH TEE. REMOVE EXIST 36-INCH X 30-INCH REDUCER AND SPOOL. @ REMOVE EXIST 36-INCH MANHOLE AND HIGHPOINT VENT PER DETAIL 2/DWG C5010. LIMITS OF SUB SURFACE TANK ROAD. CONSTRUCT APPROX 18 FT X 8 FT CIPP PIT WITH CLOSURE SPOOL PER DWGS C5015 AND C5025A. SHEET NOTES 1. WORK ON THE SOUTH FORCE MAIN SHALL NOT PROCEED UNTIL THE SOUTH FORCE MAIN HAS BEEN ISOLATED, SHUTDOWN AND DEWATERED. SEE SPECIFICATIONS FOR SEQUENCE PLAN, REQUIREMENTS AND ADDITIONAL RESTRICTIONS. 2. WORK ON THE NORTH FORCE MAIN SHALL NOT PROCEED UNTIL ALL WORK ON THE SOUTH FORCE MAIN HAS BEEN COMPLETED. SEE SPECIFICATIONS FOR SEQUENCE PLAN, REQUIREMENTS AND ADDITIONAL RESTRICTIONS. 3. INSTALL 24-INCH LINESTOP TO SHUT DOWN AND ISOLATE SOUTH FORCE MAIN. SEE SPECIFICATIONS AND DWGS G0006 AND G0007 FOR SEQUENCE PLAN. REMOVE LINESTOP FOLLOWING COMPLETION OF ALL WORK ON THE NORTH AND SOUTH FORCE MAINS PER OCSD ENGINEER . 64 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 6 A . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - D E T L 0 1 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 1 A B ȭ CROSSOVER 1 AREA DETAIL PLAN C5006A MARK 56+00 56+50 SEE DWG C1016 FOR CONTINUATION -G---G---G---G PACIFIC COAST HIGHWAY EXIST MEDIAN __,__~ EXIST 30" DIP EXIST NORTH FM STA 56+86.7± . ~ @, .,,_'":J~<::, <t- ~<-:, r--~:;;;::;;;:~~;;..,l;-;:::.::;:--~--m=--~---~--:.r--,=;--~---------------------------------------------------------------------------------- Pl STA 57+35.5 NEW SOUTH FM EXIST ABANDONED 30FT ± AS REQUIRED TO CONNECT BOTH SIDES I I I ·5' (DIPS) HDPE SPOOL EXIST 36"7)1P- 57+50 SEE DWG C1016 FOR CONTINUATION 32-INCH HDPE BY OPEN CUT WITHIN EXIST MEDIAN PER DWG C1032 . CONNECT 259 LF DRAIN LINE FROM TUNNEL PIT TO EXISTING SEWER. SEE DWG C1032 FOR =====ROUTE TO TUNNEL P=-=IT"'"'. ==== 32"X32"X32" HDPE 4 DEG WYE (DR9) N= 2173812.10 12 E = 6049689.34 27" CASING-/!/---- (;;\ EXIST ABANDONED ·--~---2J~~-'l!:~ __ $J;:)YEF ________ ---------~ ______________________ _ -•- DESCRIPTION DATE APPR. 2)45 DEG LBOW --------------- TV-- -CTV---CTV------=--CT'/=== CTV-_-_-CTV /EXIST 30" VCP SEWER _____ L_____________________ ~-. f+---------------------------------- C..IY.._--=-. "T""---=-__crv = ['"=---=----GPl-r ~ --GW C1016, C1032 '--./ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • Tl<-= ~~-----=----E ~~_I_--=._-=._E-=--_-____£---[ - - -E---E---E--- KEY NOTES 0 0 PROTECT IN PLACE LIMITS OF SUB SURFACE TANK ROAD 32-INCH HDPE BY OPEN CUT ACROSS PACIFIC COAST HIGHWAY. CONSTRUCT 60-INCH MANHOLE WITH MANUAL AIR RELEASE ASSEMBLY PER DWG C5018 AND DWG C5025A CONNECT HDPE TO CIPP LINED DIP SIMILAR TO DWG C5014. LENGTHEN CLOSURE SPOOLS AS REQUIRED. CONSTRUCT 4-INCH AIR RELEASE LINE AND ROUTE TO EXIST SSMH 32" X 32" X 32" HDPE WYE REMOVE INTERFERING PORTION OF ABANDONED 27-INCH SEWER TO COMPLETE WORK. REMOVE AND REPLACE THE EXISTING LIGHT POLE, REINSTALL UPON COMPLETION OF WORK IN THE SAME LOCATION. SEE DETAIL 2/DWG C5030. ABANDON ALL REMAINING 24" DIP, GROUT FILL PER SPECIFICATIONS. INSTALL TEMPORARY LINE STOP (24-INCH) WITH SUPPORT FOUNDATION AND THRUST RESTRAIN AS REQUIRED. SHEET NOTES 1. WORK ON THE SOUTH FORCE MAIN SHALL NOT PROCEED UNTIL THE SOUTH FORCE MAIN HAS BEEN ISOLATED, SHUTDOWN AND DEWATERED. SEE SPECIFICATIONS FOR SEQUENCE PLAN, REQUIREMENTS AND ADDITIONAL RESTRICTIONS. 2. WORK ON THE NORTH FORCE MAIN SHALL NOT PROCEED UNTIL ALL WORK ON THE SOUTH FORCE MAIN HAS BEEN COMPLETED. SEE SPECIFICATIONS FOR SEQUENCE PLAN, REQUIREMENTS AND ADDITIONAL RESTRICTIONS. 3. INSTALL 24-INCH LINESTOP TO SHUT DOWN AND ISOLATE SOUTH FORCE MAIN. SEE SPECIFICATIONS AND DWGS G0006 AND G0007 FOR SEQUENCE PLAN. REMOVE LINESTOP FOLLOWING COMPLETION OF ALL WORK ON THE NORTH AND SOUTH FORCE MAINS. 4. LINE THROUGH PVC SLEEVE WHERE PIPING AND VALVES WERE REMOVED. 65 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 6 B . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 5 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - V A L N 0 4 0 5 - 6 0 - C - D E T L 0 5 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGSECTIONB SECTION A CROSSOVER 1 AREA CONNECTION SECTIONS C5006B MARK DESCRIPTION NEW 36" HDPE FM ----1..-- 45 DEG ELBOW DOWN --- 45 DEG ELBOW UP 0 u w ~ _J ~ w co > I.() ~ + N r---~ I.() I- <( Cf) I-X Cf) w 0 IY w :::: w Cf) 0... ~ I") u N > co : + 0 r---I") I.() I- <( Cf) I-X Cf) w 1/8"=1"-o" f EXIST GRADE ------ c:--.c-~.----;,_---;;-~----------/ ------;,--\_"] CONC TANK ROAD (TYP) NEW 32" HDPE FM ------------- ,,..... EL. -1.0± f - -_J __________ .L_L..J...r----l"!"----'rt--:::-----------------r------------i--~-~E=L~. ~o~.0~3 EXIST 36" F~ _J DATE APPR. ,,.....,,..... ~o u <( <( w m I '-' <( '-' 0 0 "'" ·o I.() . I.() " + co co + I.() co L[) ~ <( z Cf) l-o Cf) I-2: ~ <( LL ::::, I 0 I-I w ::::, l-o ::::, Z Cfl O 0 Cf) -I-I-Cf) ~ <( -I-X W Cf) w z 0 I.() ~ ~ + r--- I.() <( I- Cf) I ~ w >-~ • I.() "'" "'" I.() co N N I") + X r---"csJ: I.() I") <( X . . . . I-N Cf) I") z 0 I-<( ::::, 0 w z 0 I-~ Cf) 0 <( w I <( ,,--.-....., ~ uo <( I.() m· '-' I") 0 v+ 0 r---I' I.() CX) <( + I-co Cf) I.() <( z I-0 Cf) I-u ~w LL Z z I 0 I-u ::::, 0~ Cfl LL :::: 0 wo z _J ..--- 1 /s"=1"-o" ~ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • NEW HDPE 30" FM CX) 0 r---+ r--- 0... L[) wO~ 0... I Cfl Ou Iz~co -LL 3: I ~ wo:r:~ znt-u ::::, 1-1-0c., u Cf) Cf) ::> w-:> zc;S1-0 z Cf) w ooxw UI-WC/l 0 KEY NOTES 0 2 1 PROTECT IN PLACE 0 CONNECT TO EXIST 30-INCH DIP PER DETAIL 1, DWG C5014 0 REMOVE INTERFERING PORTION OF ABANDONED 27-INCH SEWER TO COMPLETE WORK. 66 DETAIL 1 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 6 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - D E T L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING CROSSOVER 2 AREA DETAIL C5007 1, I ;--i ' ' I - - -E/-- - E - - - E - - - E - - - E -~ - E - - - E - - - E J__ -~ I I -' /' E-, --E---E---E ----L-~-0 EXISTING 36-INCH PLUG : / , / J/ 3-18" RCP SD ---E ---E /,r------.1.. ____ _ __ _,,, 20" ss ---ss O s-s't"n'='=t+.t;;.H-t------------...L._-------......... • ss --EXISTING TEE.-~ ...._ _ __, / / n ss 't /--ss ---ss __ _ SEE NOTE 2. I , , , ss -- EXIST 36-INCH DIP FM (NORTH FM) 7 /A// -ss / -~X'~ ING /3 -Ntl-J DIP ---ss ---ss --_ ss _ N,b T~ ~i ) ' l~----'lUL-1----r-___,_ __ ~,,-- 1 1"-./ ~-----~--+--'/ /-E JwG. C1024 __ _ SEE DWG c1024 'Y------t---. _ ___,_lv--l,l'V J/ FOR coNTINUATI0 ~1 , 1 Iv I/// 7 75+50 1 _,.. / / _,.. / -, I r I "v 17 11----,-------il---1--1--~lt O f( NTINUATIO_N ________ _ ' I / / / ' I EXCAVATE AND ABANDON PER SPECIFICATIONS 't-':~ tr "' I / I / I / I ~ , •• 7 ~ c__ ~~:~1~1~~;i~s I / 1 / / EXISTING 36-INCH PLUG ~ VALVE. SEE NOTE 2 0 LINESTOP ABANDON AND CAP- PER SPECIFICATIONS. ~ ~ ;'1/I / ---1--!f i;/1 /1 I 'I ' I I v-0 98 ~ / I / / I I I ' ' ' EXIST MEDIAN / / / NEW NORTH FM\ , I I PACIFIC COAST HIGHWAY KEY NOTES 0 0 0 0 INSTALL 24-INCH LINESTOP PRIOR TO SHUT DOWN OF SOUTH FORCE MAIN. SEE SPECIFICATIONS FOR SEQUENCE. REMOVE LINESTOP FOLLOWING COMPLE~ON OF ALL WORK ON THE NORTH AND SOUTH FORCE MAINS. ROUTE AND CONNECT DRAIN PIPE TO EXISTING OCSD SSMH. REMOVE VALVE STEM AND COVER. ABANDON EXISTING 36-INCH PLUG VALVE IN PLACE IN OPEN POSITION. FILL WITH GROUT. REMOVE VALVE STEM AND COVER. ABANDON EXISTING 24-INCH PLUG VALVE IN PLACE IN OPEN POSITION. FILL WITH GROUT. SHEET NOTES 1. WORK ON THE SOUTH FORCE MAIN SHALL NOT PROCEED UNTIL THE SOUTH FORCE MAIN HAS BEEN ISOLATED, SHUTDOWN AND UNWATERED. SEE SPECIFICATIONS FOR SEQUENCE. 2. WORK ON THE NORTH FORCE MAIN SHALL NOT PROCEED UNTIL ALL WORK ON THE SOUTH FORCE MAIN IS COMPLETE. SEE SPECIFICATIONS FOR SEQUENCE. 3. THE DIMENSIONS OF TRENCHING EXCAVATIONS SHOWN ARE APPROXIMATE. SEE NOTE 20, DWG G0004. ----\\-\c--'---1----1----1--W/ 1-f_l I/ J • I J I \ I =~' / J#'flB~'~ /~~~==========================-==-==~~~~~ SEE DWG C1034 u FOR CONTINUATION ----____ ---'--\ ____ C------~ ~§-~~/ I I I I I I I I I I / I . / / I ..J.. "' 1 I I I I -, FO R CONTINUATI ON \ \ NEW SOUTH FM__/ EXISTING 24-INCH PLUG 0 VALVE. SEE NOTE 1 I • ' / / -/ ~ I --+-+/-+-- /' /Ii / I J ' I I I I ABAN ?t Al D' I Al ' ___ P_E_R-1: Pr~ FI CJTlb~/S; ' I I EXIST;_Nh 2• ... -iN CH~ iL G 0 VAL\_[ SE::. NOT,_ 1 ' ' ' ' ' 77+00 EXISllNG 22-INCH PE INSIDE 24" CML&C FM (SOUTH FM) A 3) \J,O \J P~R EXCAVATE AND GROUT ----y-,., ! PE t l l t A I N ~ABANDON EXISTING 36" PER SPECIFICATIONS / \ ==~:3 I j MANHOLE AND HIGH POINT VENT I//// /J/' /' t:; ;' ;' ;' I// , ---;t:._ / PER DETAIL 2, DWG C5010 ,,-----+-¥/-11-,,L--~"---,L---/ ]~ w L I/' HIHil--f-f-f-++' -t·-+-1L__-+7"----7'-_,,-~-/-,,:./I~ x ~, SEE DWG C1020 ,J 1--I/ / / / / -'!HE--___ l_ --" 1-1-/ i / I ' I I/ / /D( 1/_..,L-/'<....,¥----;:SEE DWG C1020 FOR CONTINUATI ON I/ I///// -v ---1,V 7 / ;', I r -+----VI////.,../ FOR CONTINUAT:::_1-0~N~ 78+;0 1// /1/ / / / / 7 / I I I IV V / /i /'-'/ ABANDON EXIST 22" PE ABANDON GROUT FILL , , / , VV ,R'))\ / J INSIDE 24,, CM l:c&G . • PER SPECIFICATION 1 1 1 1 "---,/ SEE PLAN AND_/ / / / 1 / '{), -W---w---w---w- PROFILES FOFi ~IMITS __ w ---w --- w - - - w ---y ri' -~-;' ~ -/--__ w ___ w \ __ --w---w- J_ j i..-,,..._,,_ j \ --w---\M_ MARK DESCRIPTION DATE APPR. CROSSOVER 2 PLAN --- UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • NEW SOUTH FM STA 77+48 ...... NEW NORTH FM STA 77+55 I I ' .,._ .... 1 J -, SEE DWG C1034 ~ ·c l FOR CONTINUATION I \ I -...,;;;;;, SEE DWG C1034 FOR CONTINUATION 67 DETAIL 1 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 7 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - D E T L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 2 4. 5 ' CROSSOVER 3 AREA DETAIL C5008 I I KEY NOTES 0 0 ffi 0 0 0 CLOSE PV AND INSTALL 36" BLIND FLANGE PRIOR TO ISOLATING SOUTH FORCE MAIN. SEE SPECIFICATIONS FOR SEQUENCING PLAN. REMOVE LINESTOPS FOLLOWING COMPLETION OF ALL WORK ON THE NORTH AND SOUTH FORCE MAINS. PROVIDE THRUST RESTRAINT AS REQUIRED. LIMITS OF TANK ROAD. REMOVE INTERFERING PORTIONS TO COMPLETE WORK. PROTECT IN PLACE REMOVE VALVE STEM AND COVER. ABANDON EXISTING 36-INCH PLUG VALVES IN PLACE IN OPEN POSITION. GROUT FILL WITH PIPE ABANDONMENT. REMOVE EXIST 36-INCH DIP FM INCLUDING FITTINGS AND EXIST THRUST BLOCK WITHIN LIMITS OF EXCAVATION. REMOVE STEM AND COVER. ABANDON EXIST 24-INCH PLUG VALVE IN PLACE. CAP AND PLUG EXISTING PIPE PER DETAIL 1, DWG C5012. CONSTRUCT DUAL FM ACCESS STRUCTURES WITH MANUAL VENT ASSEMBLIES PER DWG C5018 AND DWG C5025B. EXIST 36-INCH DIP FM 105+50 APPROX. LIMITS OF DUAL PIPE OPEN TRENCH 0 CONNECT 4" AIR VENT LINE TO EXIST OCSD SEWER MANHOLE. ROUTE IN COMMON TRENCH. REMOVE INTERFERING THRUST BLOCK AS REQUIRED IF ENCOUNTERED. 36-INCH (DIPS) X 32-INCH (IPS) HOPE REDUCER. (2) 22.5. 36-INCH HOPE FITTINGS CONSTRUCT HOPE TO CIPP CONNECTION PER DWG C5014. 36-INCH HOPE (IPS) TO 32-INCH HOPE (IPS) REDUCER 32-INCH OD HOPE (IPS) EXIST NORTH FM 6" ACP 1 VCP- EXIST SOUTH FM SHEET NOTES 1. WORK ON THE EXIST SOUTH FORCE MAIN SHALL NOT PROCEED UNTIL THE SOUTH FORCE MAIN HAS BEEN ISOLATED, SHUTDOWN AND DEWATERED. SEE SPECIFICATIONS FOR SEQUENCE PLAN, REQUIREMENTS AND ADDITIONAL RESTRICTIONS. 2. WORK ON THE EXIST NORTH FORCE MAIN SHALL NOT PROCEED UNTIL ALL WORK ON THE SOUTH FORCE MAIN IS COMPLETE. SEE SPECIFICATIONS FOR SEQUENCE PLAN, REQUIREMENTS AND ADDITIONAL RESTRICTIONS. 3. ABANDON PER NORTH AND SOUTH FMS WHERE SHOWN ON PLAN. 4. TRENCH EXCAVATIONS SHOWN ARE APPROXIMATE. SEE NOTE 20, DWG G0004. I I 105+50 I -----------------------------------------------------------1 NEW NORTH FM 36-INCH OD HOPE OF L=148' L=44' ', _.,_ __ ' ' --+-+--1 6" ACP EXIST 30" VCP SS (ABANDONED) - -~ --30"-VC-P--- - - - -~ - - - - - -. NEW NORTH FM STA =200+00.00 N =2172110.24 E =6054201.60 I -----~-~-----+-' 00 (.11 ·-----·----- L ~,._-----~ ~--------------t.=--------1--.J '-4--4--,.l +3t XIST 36" J DIP FM REMOVE EXIST 36" DIP FM AS-NEEDED FOR NEW PIPE INSTALL SEE NOTE 1 CAP AND ABANDON \ \ PER DETAIL 1, DWG C5012 _24" CML&C FM ___________________ j_QJ 50 REMOVE EXIST 36" DIP FM :-:'._ ::-=~==-:='.:'="=====..........!.J,LQ;l~L -----~~-------illl.L_.Jlfil~--~-------------------------------~~!: __ ~_2!~--~-------------------------- L_ 24" RCSCP ------ W---W---\II---w-- --w---w---w---w---w---w-- ---[---E---E---E 8" CIP E8-N-0"fE,~--,---c---c---,---c-- - W---W---W---W---W---W---YI---W---W---w---W---'II-_ I I I t-- 1 I EXIST SOUTH FM -w-t--w-~ --w---w---w---w---w1 --w---w---w- ', I E --t--E - - - E ....... ~ -[ ......... - -F.: ---E ___ E _ _ _ t-\ ....... ....... E --E---E---E- 1 ....... ' ' ' ' ' I ' ' ' w-r -w---w--',-...... ~~~' ....... _ __! __________ _ CROSSOVER 3 DEMOLITION PLAN MARK DESCRIPTION DATE APPR. 1" = s· C\ C1023, C1038 '-.._/ ', \ I NEW SOUTH FM I I 32-INCH OD ~M==~=~;ti \ EXIST 22" PE INSIDE HOPE • (sou,J'';0 ~~~"iA1~) PACIFIC COAST HIGHWAY \ 24" CML&C FM _______ .=\__ ::t-50 --------------------~-------- 24" RCSCP L_ -- w---w---w---w---w---w---w---w---w---w---w---w-- 8" CIP ~ E E---E---E---E---E---E---E---[---E--- 'II---W---W---W---W---W---W---W---W---W---W---W-_ CROSSOVER 3 PROPOSED PLAN 1" = s' C\ C1023, C1038 '-.._/ I I I t-- 1 I 1 I PH33 STA EQUATION TO BE CIPP LINED PER C1007 STA = 107+17.51 NEW SOUTH FM (BACK) = STA 109+20.08 EXIST SOUTH FM (AHEAD) SOUTH TA =107+1 N =2172104. SEE DWG C1007 FOR PLAN AND PROFILE -----£-=605-4:1.9.1~22----------------------------------------------- -w-t--w----w---w---w---w---w1 --w---w---w- ', I E--t--t---E ....... ~-E'-.--...._--E---E---E-__ rt-c I ........ ....... ..... C --~---E---E- 1 ...................................... ......_ I ' ' ' w-r -w---w---~ ........ ..:::-~_ ............... _ i -------- 68 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 0 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 8 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL Existing South FM STA 37+01 Abandon STA 51+07 Abandon STA 68+30 Abandon Existing North FM STA 21+31 Abandon STA 29+43 Abandon STA 38+50 Abandon STA 47+52 Abandon STA 127+11 Abandon STA 138+57 Abandon EXIST 72-INCH ACCESS REMOVAL AND ABANDONMENT DETAILS C5009 EXIST GRADE SAND CEMENT SLURRY PER SPEC SECTION 02278 q 4 q ' <l q ' q ,; ' 0 EXIST ACCESS BLIND FLANGE ' • ' q A ------- q ' =-==-==-==-==-==-=-F --=i=-=.=-=-n •====-=====:..:::;:l, "' q q • • ' .,, " ,. ., q • " • 4 ' • ' ' q ' • ABANDONMENT " • / >=lr--+---TEMPORARY FORMS ,• ' - " ' . ' q " F-==i-=-=-F· ====== q EXIST GRADE 0 0 EXIST ACCESS ~-EXIST FM SIZE AND DEPTH PER PLAN AND PROFILE DWGS. LINE THROUGH WITH CIPP WHERE SHOWN ON PLANS. >----CIPP LINER EXIST 72-INCH MANHOLE ABANDONMENT OR REMOVAL ~ 1 NO SCALE EXIST MH q • q / / q / REMOVAL ~-EXIST FM REMOVAL KEY NOTES 0 ABANDON EXIST MANHOLE WHERE INDICATED ON THE PLAN AND PROFILE DWGS BY REMOVING EXISTING MANHOLE CONE AND SHAFT TO MINIMUM DEPTH 4 FEET BELOW GRADE. FILL MANHOLE SHAFT AND RISER WITH CEMENT SLURRY TO REMOVAL LIMITS. BACKFILL AND RESTORE PAVEMENT AND SURFACES PER TRENCH DETAIL 1, DWG C5017. IN AREAS OF SIDEWALK,CURB AND GUTTER, THE CONTRACTOR SHALL REPLACE CONCRETE SURFACES IN KIND BETWEEN THE NEAREST CONSTRUCTION JOINTS. 0 MANHOLE MAY BE USED AS PART OF THE GROUT ABANDONMENT OPERATIONS OF EXIST FM WHERE INDICATED ON THE PLAN AND PROFILE DWGS. I,\ REMOVE MANHOLE WITHIN LIMITS AS SHOWN, \.:.:.J WHERE INDICATED ON THE PLAN AND PROFILE DWGS. CONTRACTOR SHALL REMOVE TO A DEPTH OF 12-INCHES BELOW EXISTING PIPE INVERT. DEPTH AND SIZE OF FM PIPE PER THE PLAN AND PROFILE DWGS. EXCAVATION, BACKFILL AND RESTORATION SHALL BE PER TRENCH SECTION DETAIL 1, DWG C5017 0 FOR CIPP REACHES WHERE EXISTING TEE IS TO BE LINED THROUGH WITH CIPP AND NOT REINSTATED, REMOVE BLIND FLANGE AND PROVIDE SECURE TEMPORARY FORMWORK WITHIN TEE NECK TO PROVIDE PROPER SHAPING OF THE CIPP LINER AT THE PIPE SOFFIT, MATCHING THAT OF THE ADJACENT HOST PIPING. FORMWORK MUST NOT BLOCK THE HOST PIPE LONGITUDINAL INTERNAL DIAMETER AND BE CAPABLE OF WITHSTANDING FORCES TO BE SUSTAINED DURING TIHE CIPP HYDROSTATIC INVERSION AND HOT WATER CURE. ONCE THE CIPP HAS BEEN SUCCESSFULLY CURED AND COOLED, REMOVE FORMWORK AND COMPLETELY FILL THE REMAINING TEE NECKING ABOVE THE CIPP AND UP TO THE HOST PIPE FLANGE WITH LIGHTWEIGHT GROUT AND REPLACE THE BLIND FLANGE . COMPLETE MANHOLE ABANDONMENT AS SHOWN THEREAFTER. PER DWGS AND DETAILS. (.!J z -I 0 -------------------------------------------------------------------------------------------------------------------4+-MM BC MB MARK DESCRIPTION DATE APPR. BrownANo Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 69 5-60 o a: 0 0 w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 9 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 2DETAIL1 DETAIL 3 PIPE D I A P E R P L A N PIPE D I A P E R P L A N EXIST 24 AND 36-INCH MANHOLE, VENT REMOVAL AND ABANDONMENT C5010 0 EXIST SOUTH STA 12+27.81 STA 32+91.70 0ABANDON (BOTH SIDES) z4ff ~.a... p;rne C.ONC~ET: SI-I 5 ~,ti· "ZE .ANGLE. t-tlE -R STOP FORCE MAIN REMOVAL ABANDONMENT REMOVAL (BOTH SIDES) t 1411 M.l-1. Fl<AfvfE ~ COVE~ PER c.$.D.O.c. STD. DWG-.NCI. S-'33-3 ......__ __ 21 P. . c., sLOFc m M.i-;, ' COR DRII..L, exTEND P.V. . PIPE Tl-lROUC-1-1 WAL 4 SEAL WtT!--l AP- P ove.o CAULKING. 0 c;OkPOf2,._,, NO"re: AL.L MA.,-~! l~ M,iJ,l.JFACTU R O l,,y J,1,...1,AcS JOts!ES , FOi:tC, C?fl APPROVE: E:QUAL ( E!xCEPT A'S OTEO) (. TYPICAL OF EXIST 24" MANHOLE AND HIGHPOINT VENT NO SCALE G;) • EXIST SOUTH STA 78+86.12 STA 82+46.18 STA 93+48.30 STA 139+24.10 EXIST NORTH STA 56+93.37 STA 65+21.17 STA 77+08.92 STA 90+40.86 r,;\ ABANDON V(BOTH SIDES) ~"-. T c,, A . PPWA-9T C.ON=c: ~ ~lAFr- 0 FORCE MAIN ABANDON ABANDON REMOVE ABANDON FORCE MAIN REMOVE REMOVE ABANDON REMOVE REMOVAt I (BOTH SIDES) 3.G• NtJ.I r-. :4~ f CDMF~ CS voe OWG, 5-33-3 ■ "2 SIA we. eSS 5. nu:t.. 6-A~Lr itA. l. ~~g-~) = ...... --t ' PAVl (j ~ Ase ■ • 6,:S SUE;ii-& S~ ' -- KEY NOTES 0 ABANDON MANHOLE: ABANDON EXIST MANHOLE WHERE INDICATED ON THE PLAN AND PROFILE DWGS BY REMOVING EXISTING MANHOLE TO MINIMUM 6" BELOW STRUCTURE. BACKFILL AND RESTORE PAVEMENT AND SURFACES PER TRENCH DETAIL 1, DWG C5017. IN AREAS OF SIDEWALK.CURB AND GUTTER, THE CONTRACTOR SHALL REPLACE CONCRETE SURFACES IN KIND TO NEAREST CONSTRUCTION JOINT. 0 0 ffi 0 ffi 0 EXIST ACCESS POINT MAY BE USED FOR GROUTING AS PART OF THE GROUT ABANDONMENT OPERATIONS OF EXIST FM WHERE INDICATED ON THE PLAN AND PROFILE DWGS. REMOVE MANHOLE: REMOVE MANHOLE AND HIGH POINT VENT WITHIN LIMITS AS SHOWN AND WHERE INDICATED ON THE PLAN AND PROFILE DWGS AND DETAILS. CONTRACTOR SHALL REMOVE TO A DEPTH OF 12-INCHES BELOW EXISTING PIPE INVERT. DEPTH OF PIPE PER THE PLAN AND PROFILE DWGS. EXCAVATION, BACKFILL AND RESTORATION SHALL BE PER TRENCH SECTION DETAIL 1, DWG C5017. CUT AND CAP EXISTING VENT AT LIMITS OF TOP REMOVAL. SALVAGE OR DISPOSE EXISTING FRAME AND COVERS AS DIRECTED BY OCSD. ABANDON VALVE CAN: FILL VOID WITH ABANDONMENT GROUT. REMOVE WITHIN LIMITS AND AS SHOWN ON DETAIL PLAN DWG C5005. REMOVE EXIST 27-INCH ABANDONED SEWER AS NECESSARY TO COMPLETE WORK ON DWG C5005. REMOVE FITTING AS SHOWN ON DETAIL PLAN DWG C5005. SHEET NOTES 1. ABANDONED PIPING 4" DIAMETER OR LARGER SHALL BE GROUTED . .. TIii< c~ eA'SE' , ' YD'2'.0 -' oeE . I~ f'AL c,;. -$-----··. / ~E E. \I E:-0 e !2.Dh D '.....IA~ C l'Z.05,,5 I rJ. i'-1 4:.i / I 0 r if.._.·.PE ro M 1-1 "2., r,;,"FT ,, ___ :! ~ 1. , -mrze,-.i,· PS c.-AP ~-~oa:z.A ON #.3FoP ...,,."""'e • A ~oN e ?-l--!Yr-1P (MW "t NAPt:D) MJIJ~ Tr~~~ AL-~ -~'"7j ~ uot.J~ FO~,r, . 12.oVE=.i;:::.i' ~L.J,;t,,.t_., 1-'---~__---J....__H• ~~ '4.,~ Nl!'~ 5-0) ~MCJVe J 01' 0,- EX I 5T. MANHOLE. TD FACILITATE. MODIFICATION R!=lvrOVE l=X/5"T '306X. !B" t=L&V TEE (WtrH BF) 5 IN5TAL-L NeW :30° 12 H/t;;H ,,,-VENT ZS lvfODIPY 70 FIT EXl5r. M.H. ELBOW ¢ CONT.&-"--,~ N~uy-'e"T-"7c--y-y-,~f-7i'-r,--,-, 30" X 24" Fr...ANC::,ED REDUCER A'S 9HOI/VN --r75'z~zcz~~"'"/"74"--/ 24-0/P e>YPA&i> I ~ eX 1!," vc;o !30" OIP PROTECT EXIST OCSD 30" SS TYPICAL OF EXIST 36" MANHOLE AND HIGHPOINT VENT TYPICAL OF EXIST MANHOLE AND HIGHPOINT VENT AT EXIST SOUTH FM CROSSOVER 1 NO SCALE G;) NO SCALE ~ CJ z -~ cc 0 ---1 ...... -................................................................................................ _ ...... _ ...... _ ........................................................................ __ .............................. _ ................................................................................................ _ ........................................................................................................................ __ ........................................................................................................................ _ ................................................ 4+- MARK DESCRIPTION DATE APPR. MM BC MB Brown AND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • • 70 5-60 o cc 0 (.) w cc OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 2 9 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 2 DETAIL 1 PIPE D I A P E R P L A N DETAIL 3 EXIST SSMH (AIR VALVE AND DRAIN) ABANDONMENT DETAIL C5011 MARK CONTRACTOR TO REMOVE EXISTING M.H.,VALVE BOX RELIEF VALVE & PIPING TO EXISTING SEWER MANHOLE, REPLACE WITH NEW AIR RELEASE VALV[, M.I1. AND PIPING. 36" M.H. FRAME & COVER PER OCSD DWG. S-054 2" )( 1 /2" Fl[DUG[R SEE NOTE 8. 2" SEWER AIR RELEASE VALVE CRISPIN MODEL S20S DETAIL VALVE SUPPORT SEE NOTE 7 0 I n 8 1½ SACK CEMENT ~ BACKFILL y SEAL WITH POL YSULFIDE SEALING COMPOUND --EXIST ACCESS CiY.lJ --2" UNION SEE NOTE 8. 2" GA TE VAL VE SEE NOTE 8. 2" GATE VALVE SEE NOTE 8. 2" GATE VALVE SEE NOTE 8. AC PA ING -----AGG B SE 0 . ------- LUG UT-OFF VALVE RONZE I.P. THREAD PIPE CAP BASE 2" HIGH DENSITY POLYETHYLENE TUBING --2" BRONZE CORPORATION STOP (EXISTING) DESCRIPTION ...._____ ,,,,,,,,---EXISTING DOUBLE STRAP BRONZE ,-SERVICE CLAMP (MFD BY NAPCO) NOTE: ALL MATERIALS MANUFACTURED BY JAMES JONES, FORD (EXCEPT AS NOTED) EXIST NORTH FORCEMAIN STA 105+15.88 NO SCALE DATE APPR. 0 EXIST ACCESS -~ 36"~ PRECAST CONCRETE SHAFT 1½ SACK CEMENT 36" M.H. FRAME & COVER PER OCSD DWG. S-053 DISTRICT TO PROVIDE 12" 125# BLIND FLANGE L :s:·_ FINISHED SURF ACE V/.o'-1----AC PAVING ,~-AGG BASE AGG SUB-BASE 0 ~~~j>f'.'.__ 6" THK. CONG. I ASE y;__ SEAL WITH POL SULFIDE SEALING COMPOUND ---i--12" MJ TO FLG. ADAPTER 12" MJ TEE BACKFILL 36" MANHOLE EXIST NORTH FORCEMAIN STA 97+86.52 NO SCALE BOLTED MANHOLE FRAM£ AND COVER PROVIDED BY OCSD 72" I.D. MANHOLE • " flNISHED SURFACE 8" PLUG VALVE SUPPUED BY OCSO 8" MJ. DIP 8" 45· DIP BEND 8" X 8" X 8" DIP WYE i~ACfff'.TS (TY .· ) PER C$D0C sp,irc •• tcnoN t,t-1tPO, 0 X $" D1P TEE SE;AL AJ.,L JQINT • WITH CONCaAL cs-202 trfR A:PP&MO • £OU L 8" MJ. DIP PER $Hi SS-4 UNlSTR'UT SUPPORT 2:0" X 20" TEE D.I.P. NIPPLE --m-c-v<-· --~ ELEV -7.35 ~~-h~--ll- 8" 90' BEND S-EE NOTE 1 ...___ 8LAIR COUPLING (TYP) ,,.C:~~~t::::::z:i:~F•==tl_"')J;::::::;--8" PLUG VALVE SUPPLIED BY CS.DOC UNISTRUT SUPPORT ·--..._ CLASS 3000 PSI CONCRETE BLIND FL.ANOE EXISTING 72" MANHOLE AND DRAIN EXISTING SOUTH FORCEMAIN APPROX. STA. 68+30 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA NO SCALE ~ KEY NOTES 0 ABANDON EXIST MANHOLE WHERE INDICATED ON THE PLANS BY REMOVING AND DISPOSING CONTENTS AND MANHOLE TO MINIMUM DEPTH 4 FEET BELOW GRADE. BACKFILL AND RESTORE PAVEMENT AND SURFACES PER TRENCH DETAIL 1, DWG C5017. IN AREAS OF SIDEWALK,CURB AND GUTTER, THE CONTRACTOR SHALL REPLACE CONCRETE SURFACES IN KIND TO NEAREST CONSTRUCTION JOINT. (:;\ EXIST ACCESS POINT MAY BE USED AS PART V OF THE GROUT ABANDONMENT OPERATIONS OF EXIST FM WHERE INDICATED ON THE PLAN AND PROFILE DWGS. 0 SALVAGE OR DISPOSE EXISTING FRAME AND COVERS AS DIRECTED BY OCSD. 0 0 0 CUT AND CAP AT LIMITS OF REMOVAL. DRAIN AND ABANDON EXIST FM. ABANDON PIPE IN PLACE. REMOVE AND DISPOSE OF EXIST PIPING AND APPURTENANCES. ABANDON EXIST 72-INCH MANHOLE PER DETAIL 1, DWG C5009 AFTER ABANDONMENT OF EXIST SOUTH FM. CAP PIPE AFTER DRAINING AND DURING ABANDONMENT OPERATIONS. Q FILL VALVE CAN VOID WITH ABANDONMENT '-J GROUT. SHEET NOTES 1. ABANDONED PIPING 4" DIAMETER OR LARGER SHALL BE GROUTED. OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 0 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL - SECTION 1 DETAIL - SECTION 2 FORCE MAIN CAP AND ABANDONMENT DETAILS C5012 MARK DESCRIPTION ------------------------------------------------------------------------ 22-INCH OR 32-INCH OD PE PIPE PER PLANS AND PROFILE DWGS C1019 -C1031. _ _, EXIST 24-INCH CML STEEL PIPE OR 36-INCH VCP PER PLAN AND PROFILE SHEETS C1019 -C1031. _ _, BULKHEAD AND CONNECTION PER NOTE 2. --~ EXIST DIP PIPE PER PLAN AND _ _, PROFILE SHEETS C1019 -C1031. BULKHEAD AND CONNECTION PER NOTE 2 --~ DATE APPR. -------------------------------------------- EXISTING PE FORCE MAIN CAP AND ABANDONMENT SCALE: 1 /2" = 1'-0" YP) EXISTING DIP FORCE MAIN CAP AND ABANDONMENT SCALE: 1 /2" = 1 '-0" Q ---------------------------------------------------------------------------- EXIST FM SEE NOTE 3. BREAK AWAY AND REMOVE EXIST PIPE TO EXPOSE EXIST SLIPLINE PIPE -------------- -------------\------------------ Q UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA \_EXIST FM SEE NOTE 3. ~-EXIST DIP PIPE PER PLAN AND PROFILE SHEETS C1019 - C1031. • KEY NOTES 0 G) 0 0 0 0 CAP PIPE END WITH BLIND FLANGE OR BULKHEAD, AS APPROVED. SEE NOTE 2. REMOVE INTERFERING EXISTING PIPE IN LIMITS OF EXCAVATION. 2-INCH GAS VENT AT CROWN OF PIPE. GROUT AS NECESSARY. GROUT PORT AND PIPING. SIZED AS NECESSARY FOR PRESSURE GROUTING OPERATIONS. SEE NOTE 5. CONTRACTOR SHALL PROVIDE VERTICAL SHORING PER SPECIFICATIONS. CONTRACTOR SHALL SUBMIT ALL MATERIALS FOR APPROVAL PRIOR TO CONSTRUCTION. SEE NOTE 4. REMOVE BULKHEAD AND GROUT PORTS IN LIMITS OF EXCAVATIONS AFTER FILLING. BACKFILL AND RESTORE EXCAVATION PER EARTHWORK SPECIFICATIONS AND TRENCH SECTION DETAIL 1, DWG C5017 SHEET NOTES 1. SIZE OF PIPE TO BE ABANDONED PER PLAN AND PROFILE DWGS. 2. CONTRACTOR SHALL PROVIDE TEMPORARY FLANGE OR BULKHEAD SUITABLE FOR GROUTING OPERATIONS. BULKHEAD SHALL HAVE GROUT PORT AND VENT. RESTRAIN THRUST AS REQUIRED. 3. CONTRACTOR SHALL DEWATER EXISTING FORCE MAIN PRIOR TO ABANDONMENT PER SPECIFICATIONS. 4. THE DIMENSIONS OF GROUTING PITS AND TRENCHING EXCAVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE APPROVED TRAFFIC CONTROL PLANS. ACTUAL EXCAVATION DIMENSIONS SHALL BE FIELD VERIFIED AND SIZED APPROPRIATELY BASED ON CONTACTOR'S MEANS AND METHODS AND BE CONTAINED WITHIN THE APPROVED TRAFFIC CONTROL PLANS. IF CONTRACTOR OPERATIONS REQUIRE ALTERING THE CONFIGURATION OR DURATION OF THE APPROVED TRAFFIC CONTROL PLANS, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY SCHEDULING, PERMITTING, AND COSTS INCURRED. 5. AT CONTRACTOR'S OPTION, GROUT PORTS MAY BE ROUTED TO AREAS AWAY FROM TRAFFIC LANES WITHIN PLATED TRENCH TO SUPPORT 24 HR GROUT OPERATIONS WHERE PERMITTED IN APPROVED TRAFFIC CONTROL PLANS AND JURISDICTIONAL REQUIREMENTS. 72 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 0 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 SECTION A A SECTION B B PHOTO 1 PLAN 1 EXISTING VAULT AT NEWPORT BLVD C5013 1 EDGE OF_/ BIKE PATH "' ' \ ' \ ' \ ' CENTER OFJ \ BIKE PATH REMOVE EXIST 24"x24" TEE REMOVE EXI TING 24" PLUG V VE EDGE OF} BIKE PATH REMOVE EXISTING 30"x24" REDUCER LIMITS OF REMOVAL RETAINING WALL REMOVE EXISTING 24" PLUG VALVE EDGE OF BIKE PATH 36" DIA FRAME AND MANHOLE COVER REMOVE EXIST 24"x24" TEE RETAIN PORTION OF MANHOLE SHAFT AS SHOWN ABANDON PER ~ \ VALVE WELDED OPEN TO REMAIN fs' CIPP CLOSURE \.::.) SPOOL t 72" I.D. MANHOLE I I I 0 SCALE: 3/8" = 1'-0" ~ 30"X24"FRP ----t·i-+-----------------+-f·+-- I I I I I I I L..-_ .... EXISTING BIKE PATH© / ! --+-I I I \ / REMOVE EXISTING 24" PLUG VALVE REMOVE ALL CONCRETE TO LIMIT OF STRUCTURE EXISTING MANHOLE ACCESS 0 NO SCALE KEY NOTES 0 ffi 0 0 ffi 0 0 @ REMOVE EXISTING 72" MANHOLE, FRAME AND COVER, BASE AND APPURTENANCES WITHIN LIMITS SHOWN. ABANDON EXISTING 24" FORCE MAIN. SEE DRAWING C1019. PROVIDE BLIND FLANGE OR BULKHEAD AND CAP EXISTING SOUTH FORCE MAIN AS PART OF ABANDONMENT OPERATIONS. CAP PER DETAIL 1, DWG C5012. REHABILITATE WEST LIDO FORCE MAIN BY CIPP. SEE DRAWING C1018. PROTECT IN PLACE. PROVIDE 24" C-905 PVC SLEEVE AS REQUIRED AND LINE THROUGH RESTORE EXCAVATION PER TYPICAL TRENCH SECTION DETAIL 1, DWG C5017 TO EXISTING SURFACE. EXCAVATION SHALL BE RESTORED UPON COMPLETION OF REHABILITATION OF EXISTING 30-INCH DIP, CONNECTION TO EXISTING 24-INCH HOPE WEST LIDO FM, AND ABANDONMENT OF EXISTING 22-INCH SOUTH FM. CONSTRUCT CIPP TO HOPE TRNASITION PER DWG C5014. FINISH SURFACE WITH 6-INCH AC OVER 12-INCH AB. CONNECT NEW 24" HOPE TO EX. 24" HOPE SHEET NOTES 1. ALL WORK SHOWN ON DETAIL SHALL BE PERFORMED AFTER EAST LIDO FORCE MAIN CONNECTION AND TIE IN TO NORTH FORCE MAIN IS COMPLETED. SEE SPECIFICATIONS AND DWGS G0006 AND G0007 FOR SEQUENCING. 0 ~ • UJ CD ~ u. -::::, I I L---...I -en zo::zen 0 UJ O UJ o>c..O:: f ~%!7;t~~7)~~'-::::::=;;;rREMOVE PER LJ.Jt--en<( en Ou.Jen <( z 0:: <( CDenLJ.Jz / / SECTION A CIPP LINED HOPE LIDO WEST FORCE MAIN PER DWG C1043 LIMIT OF TRENCH/ RESTORATION REMOVE EXISTING 24" PLUG VALVE AND INSTALL PVC TEMP. HOST PIPE TO LINE THRU --.<-- 0 <( CD - (!J UJ I I-UJ 0:: 0:: 0 ffi z <( UJ Z I [b UJ ...J UJ -0:: z ;,i! CD ~ Cl.. (!) I >- 2 zen<e UJ UJ O ~ UJ UJ Z I a: CDI<((.) Cl UJ I-z -> Cl)Q I <( 0:: -~ Cl I UJ ~ en a: en I~ Z (!) I-0:: 0 0 zoo en ~>-u.en 0 iii ~ z ~ '""--=-=--:-:-:-:--:--:-=-_-:-~~~~~~::_-_-_-_ -_ -_ -_ -_ -_ -_--------------~~~~~~~~--+-'----------------------------~-+--' \_EXISTING r.;\5 w 0 UJ enO o □IO:: a: 0:: > I-0 0 o u. en (.) 0:: 0 0:: UJCl..>-0 0:: z (.) 0:: EXISTING VAULT REMOVAL AND HOPE REPLACMENT AT WEST LIDO FORCE MAIN CONNECTION (SEE PHOTO) 30" S.S. ~ ~-24" S.S. 24" HDPE\.::.J fs' VERSAMAX VERSAMAX FM (VERIFY SIZE) \.::.) COUPLING COUPLING CONSTRUCT NEW 24" OD HOPE FM UJ O iii 0:: -UJ IB~::::i>-0 SCALE: 3/8" = 1'-0" e 0 SCALE: 3/8" = 1'-0" ~ I~(.)z I-0:: (.) <( 0 <( 0:: u. UJ 0 z I u. -I- (!) z -~ a: Cl ---1~--.-------------------...... -------M-M ________ ...,... _______________________________________________ ....,. ______________________ P""-________ 4-+-Cl BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 73 CI: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 1 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 2 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING CIPP TO NEW HDPE CLOSURE C5014 DETAIL 1 A SEQUENCE OF WORK SEQUENCE OF WORK (CONTINUED) 6. KIEWIT: KEY NOTES MARK 1. EXCAVATE CIPP PITS (APPROXIMATELY 8' WIDE X 20' LONG). 2. VERIFY EXISTING FORCE MAIN IS DRAINED/EMPTY. 3. PERFORM FIELD MEASUREMENTS AND ORDER CIPP LINER. 4. CUT EXISTING DIP (REMOVE APPROXIMATELY 15' -6" OF DIP): A) HDPE SPOOL IS 9' -6" B) VERSA-MAX FITTINGS ARE 1'-6" EACH C) CIPP LINER EXTENSION BEYOND DIP ARE 1'-6" EACH 5. INSITUFORM: A) PREPARE, CLEAN AND CCTV EXISTING DIP. B) INSTALL CIPP LINER AND TEMPORARY PIPE MOLD FOR ENDS OF LINER. CURE CIPP. C) REMOVE PIPE MOLD, SAND SMOOTH IRREGULARITIES ON OUTER EXPOSED CIPP SURFACE, APPLY EPOXY TO OUTER EXPOSED CIPP SURFACE WHERE VERSA-MAX COUPLINGS WILL CONNECT. D) PEFORM CCTV INSPECTION OF CIPP LINER. E) INSTALL VERSA-MAX COUPLINGS. DON'T TIGHTEN BOLTS. EXIST DIP PER PLAN AND PROFILE N -NEW 24" VERSA-MAX COUPLING A) INSTALL BLOCKING (EX: 4X4'S OR CMU BLOCKS) TO SUPPORT HDPE CLOSURE SPOOL. B) LOWER HDPE SPOOL ONTO BLOCKING AND CONFIRM ENDS OF PIPE LINE UP WITH VERSA-MAX GRP REDUCERS. C) CONNECT/TIGHTEN COUPLINGS TO APPROPRIATE TORQUE, PERFORM 5 PSI MAXIMUM AIR TEST PER SPEC TO CONFIRM LEAK TEST /TIGHTNESS OF CONNECTION. D) CONTINUE TO SUPPORT HDPE AND INSTALL REBAR/POUR ENCASEMENT (KEYNOTE 4). E) BACKFILL CIPP PIT WITH CLSM AND INSTALL PRECAST MANHOLE. • 0 t') 30" / I '- 0 zO Oci I-<Xl <( + 1-LD (/) ~ 36" -------- 0 -------- 24" '\ I I I I I I I I / NEW 24" VERSA-MAX COUPLING BACKFILL PER EARTHWORK SPECIFICATIONS ffi 24" HDPE RISER AND SST BLIND FLANGE AIR VENT OR DRAIN ASSEMBLY PER DWGS C5018 AND C5019 ~ CONSTRUCT ACCESS STRUCTURE PER DWG \.:J C5025C 0 SEE SECTION A/C5025A AND SECTION A/C5025B FOR CONCRETE ENCASEMENT DETAIL 0 STAINLESS STEEL STIFFENER RING HDPE O.D. PER TABLE AND PLAN AND PROFILE DWGS CIPP LINER) ------------~-------------------...,':71"f-r-+----===--.------,__ _ __, __ ...,,_,~O TE 7. ---,----------,---t-H-----j-f-f-----t--------------------+-t------M-r--------r------------A---- -GRP SPOOL J 3/4"=1'-0" DESCRIPTION DATE APPR. INVERT PER PLAN AND PROFILE DWG C1001. '---GRP SPOOL 18" OVEREXCAVATION, CRUSH ROCK WITH FILTER FABRIC. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • SHEET NOTES 1. TESTING SHALL BE PERFORMED PRIOR TO PLACEMENT OF BACKFILL. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PIPE CONNECTIONS AND SPECIAL FITTINGS TO THE ENGINEER AND MUST BE APPROVED PRIOR TO ORDERING MATERIALS. 3. ALL CONNECTIONS MADE TO THE EXISTING FORCE MAIN SHALL BE FIELD VERIFIED AND MEASURED FOR LOCATIONS BOTH HORIZONTALLY AND VERTICALLY PRIOR TO ORDERING MATERIALS. 4. NUTS AND BOLTS SHALL BE 316 SST. PROVIDE WAX TAPE AND POLY WRAP AROUND ALL BURIED FLANGE AND COUPLED CONNECTIONS. 5. BACKFILL ALL EXCAVATIONS PER STANDARD TRENCH DETAILS ON DWG C5017. 6. FOR MANHOLE ACCESS, PROVIDE 24-INCH HDPE RISER DRAIN AND VENT MANWA YS WHERE INDICATED ON THE PLAN AND PROFILE DWGS AND DETAILS. 7. FOR WEST LIDO FM AT STATION 12+11.67, JOIN EXIST DIP INSTEAD OF NEW HPE PER DWG C5040. 74 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 5 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 1 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING CIPP TO CIPP CLOSURE C5015 DETAIL 1 A SECTION A SEQUENCE OF WORK 1. EXCAVATE CIPP PITS (APPROXIMATELY 8' WIDE X 20' LONG). 2. VERIFY EXISTING FORCE MAIN IS DRAINED/EMPTY. 3. PERFORM FIELD MEASUREMENTS AND ORDER CIPP LINER. 4. CUT EXISTING DIP (REMOVE APPROXIMATELY 15' -6" OF DIP): A) HDPE SPOOL IS 9' -6" B) VERSA-MAX FITTINGS ARE 1'-6" EACH C) CIPP LINER EXTENSION BEYOND DIP ARE 1'-6" EACH 5. INSITUFORM: A) PREPARE, CLEAN AND CCTV EXISTING DIP. B) INSTALL CIPP LINER AND TEMPORARY PIPE MOLD FOR ENDS OF LINER. CURE CIPP. C) REMOVE PIPE MOLD, SAND SMOOTH IRREGULARITIES ON OUTER EXPOSED CIPP SURFACE, APPLY EPOXY TO OUTER EXPOSED CIPP SURFACE WHERE VERSA-MAX COUPLINGS WILL CONNECT. D) PEFORM CCTV INSPECTION OF CIPP LINER. E) INSTALL VERSA-MAX COUPLINGS. DON'T TIGHTEN BOLTS. EXIST 24" DIP FM N r• • 36" N -NEW 24" VERSA-MAX COUPLING SEQUENCE OF WORK (CONTINUED) 6. KIEWIT: A) INSTALL BLOCKING (EX: 4X4'S OR CMU BLOCKS) TO SUPPORT HDPE CLOSURE SPOOL. B) LOWER HDPE SPOOL ONTO BLOCKING AND CONFIRM ENDS OF PIPE LINE UP WITH VERSA-MAX GRP REDUCERS. C) CONNECT/TIGHTEN COUPLINGS TO APPROPRIATE TORQUE, PERFORM 5 PSI MAXIMUM AIR TEST PER SPEC TO CONFIRM LEAK TEST /TIGHTNESS OF CONNECTION. D) CONTINUE TO SUPPORT HDPE AND INSTALL REBAR/POUR ENCASEMENT (KEYNOTE 4). E) BACKFILL CIPP PIT WITH CLSM AND INSTALL PRECAST MANHOLE. • 0 t') 30" / I '- 0 zO Oci I-<Xl <( + 1-LD (/) ~ 36" -------- 0 -------- 24" '\ I I I I I I I I / NEW 24" VERSA-MAX COUPLING CIPP LINER) ------------~----------------- 36" • • BACKFILL PER EARTHWORK SPECIFICATIONS KEY NOTES ffi 24" HDPE RISER AND SST BLIND FLANGE AIR VENT OR DRAIN ASSEMBLY PER DWGS C5018 AND C5019 ~ CONSTRUCT ACCESS STRUCTURE PER DWG \.:J C5025C 0 SEE SECTION A/C5025A AND SECTION A/C5025B FOR CONCRETE ENCASEMENT DETAIL 0 STAINLESS STEEL STIFFENER RING #6@1 O" O.C. EXIST 24" DIP FM \_ CIPP LINER ---,----------,---t-H-----j-f-f-----t--------------------+-t------M-r--------r-----------tc----- MARK #6@ 1 o" oc DESCRIPTION • J 18" • • 3/4"=1'-0" DATE APPR. INVERT PER PLAN AND PROFILE DWG C1001. 18" • • 18" OVEREXCAVATION, CRUSH ROCK WITH FILTER FABRIC. • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA #6@ 1 o" oc • SHEET NOTES 1. TESTING SHALL BE PERFORMED PRIOR TO PLACEMENT OF BACKFILL. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR PIPE CONNECTIONS AND SPECIAL FITTINGS TO THE ENGINEER AND MUST BE APPROVED PRIOR TO ORDERING MATERIALS. 3. ALL CONNECTIONS MADE TO THE EXISTING FORCE MAIN SHALL BE FIELD VERIFIED AND MEASURED FOR LOCATIONS BOTH HORIZONTALLY AND VERTICALLY PRIOR TO ORDERING MATERIALS. 4. NUTS AND BOLTS SHALL BE 316 SST. PROVIDE WAX TAPE AND POLY WRAP AROUND ALL BURIED FLANGE AND COUPLED CONNECTIONS. 5. BACKFILL ALL EXCAVATIONS PER STANDARD TRENCH DETAILS ON DWG C5017. 6. FOR MANHOLE ACCESS, PROVIDE 24-INCH HDPE RISER DRAIN AND VENT MANWA YS WHERE INDICATED ON THE PLAN AND PROFILE DWGS AND DETAILS. 7. FOR WEST LIDO FM AT STATION 12+11.67, JOIN EXIST DIP INSTEAD OF NEW HPE PER DWG C5040. PIPE OD + 24" 4-#6@10" o.c. 3/4"=1'-o" PIPE OD 0 • 3" CLASS "A" CONCRETE ENCASEMENT 75 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 2 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING LIDO FORCE MAIN REHABILITATION DETAILS C5016 MARK DESCRIPTION DATE APPR. CIPP LINE THROUGH EXIST 3O-INCH DIP ' ' • ' ,. <l < ' • p .I. STA 63+23.26 EXIST 30"x24" WYE • ;j • ' • '<l ' • ·" ' ' ' " • < " LIDO FM CIPP PIT AT STA 63+23.26 DETAIL -PLAN SCALE: 1 /2" = 1 '-a• UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • REMOVE VALVE AND PIPING ABANDON PER PLAN CIPP LINE THROUGH EXIST 3O-INCH DIP SHEET NOTES 1. BACKFILL AND RESTORE EXCAVATIONS INCLUDING PLANTING, LANDSCAPE AND SURFACES. 2. PERFORM ALL NECESSARY ISOLATION WORK IN ADVANCE PER SEQUENCING SPECIFICATION. 76 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 TRENCH DETAILS C5017 12" ' " 0 q 'q <l q ' • q ' 0 / / ,'-' '« ~ '« '< <l // q SECONDARY SAWCUT LIMITS INITIAL SAWCUT LIMITS APPROX. 4.5' TO 5'± • <l 'I"- ~REMOVE INTERFERING REINFORCED CONCRETE SUBSURFACE ROADWAY "TANK ROAD" ' ,< <l • q q ' '• q q ' ' <l q ' ' q ' ' q <l ,, <l ' <l' ' '<l q ' a' q 4 q g ' " • <l ' INV EL AND STATION PER PLAN & PROFILE ' ., <l ~¼~W SINGLE FORCE MAIN PIPE TRENCH DETAIL 1 ,, NO SCALE VARIES q ' q 12" "' ~ />; >$ ~ /' ---32" OD HOPE DR 26 PER SPECIFICATIONS z ~ N ~ ® 0 0 0 z ~ ® 1'-J ~ z ~ • N ~ 12" 0 q ' ' q <l ' q <l q <l q ' SECONDARY SAWCUT LIMITS INITIAL SAWCUT LIMITS APPROX. 9.5' TO 10.0'± .i q ' d ' • 12" q ' " <l q ~--REMOVE INTERFERING REINFORCED CONCRETE SUBSURFACE ROADWAY "TANK ROAD" LVARIES ON BACKFILL I I SELECTION -I Ll ,, ., •<l <l • ' ' Ll q ' ' q ' I q q q L\'1 <l ' 0 •. ' Ll ' q ' q ' FORCE MAIN PIPE TRENC~ LOOKING EASTERL y I DETAIL NO SCALE ' q ~---~---35" OD HOPE DR 26 PER SPECIFICATIONS ., i' •. ' q ' • <l ;,· ,:; q . ' Ll ' ~'\ » ~ q 32" OD HOPE DR 26 PER SPECIFICATIONS ® ~1 '0 ~ 0 "" / ' Ll " ; q q ' <l INV EL AND STATION PER PLAN & PROFILE SEE NOTE 2. KEY NOTES 0 0 0 ffi SAWCUT EXIST 12" REINFORCED PCC SECTION AND REMOVE WITHIN LIMITS OF TRENCH. NON-WOVEN GEOTEXTILE FABRIC. MIRAFI 180N OR EQUAL. NOT REQUIRED WITH CLSM BACKFILL. 12" MIN OVERLAP. PIPE ZONE BACKFILL : CLSM PER SPEC SECTION 02251. CLEARANCE: 6" MIN FOR CLSM BACKFILL. PROVIDE VERTICAL SHORING IN ACCORDANCE WITH SPEC SECTION 02200. SHORING NOT SHOWN FOR CLARITY. TRENCH ZONE BACKFILL: CLSM OR CAL TRANS CL2 AGGREGATE BASE COMPACTED TO 95% R.C. AND PLACED PER SPEC SECTION 02200. ROADWAY SECTION -TRENCH REPAVING: 0 0 EXISTING PAVEMENT THICKNESS PLUS 1". PER CAL TRANS ENCROACHMENT REQUIREMENTS. SEE NOTE 17 ON DWG G0004. 0 0 STREET ZONE BACKFILL: CLSM OR CAL TRANS CL2 AGGREGATE BASE COMPACTED TO 95% R.C. AT A DEPTH OF 36" BELOW PAVEMENT SECTION OR 12" BELOW EXISTING SUBGRADE, WHICHEVER IS GREATER. STREET ZONE BACKFILL MATERIAL SHALL BE SAME AS TRENCH ZONE BACKFILL IF CL2 AGGREGATE BASE IS USED IN THE TRENCH ZONE. FINAL REPAVE 2" AC GRIND AND OVERLAY. WIDTH VARIES TO OUTSIDE LIMIT OF DISTURBED TRAFFIC LANE. INCLUDES GRIND AND OVERLAY OF TRENCH REPAVING. CONTRACTOR SHALL PREVENT PIPE FLOATATION WHEN USING FLOWABLE FILL MATERIALS. NEW NFM PIPE BEDDING FROM STA. 201+00 TO 221 +00 BEDDED WITH CRUSHED ROCK WRAPPED IN FILTER FABRIC. ALL OTHER BEDDED WITH CLSM . "T"-SECTION FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT LIMITS. PRO~DE MARKER BALLS AT BC & EC AND 500' MAX. INTERVAL PER SPECIFICATIONS. INSTALL CONTINUOUS 3" WIDE LOCATOR RIBBON PER SPECIFICATIONS. SHEET NOTES 1. ALL EARTHEN MATERIAL, PIPE, EXISTING PAVEMENTS AND SUBSURFACE MATERIAL SHALL BE OFF HAULED OFF SITE. NO MATERIAL SHALL BE STOCKPILED WITHIN WORK ZONES. 2. STATION OF NEW SOUTH FM PER PLAN AND PROFILE DWGS. PLACEMENT OF NEW NORTH FM SHALL BE OFFSET FROM SOUTH FM CONTROL LINE AND BE BASED ON BACKFILL MATERIAL TO PROVIDE MINIMUM CLEARANCES. 3. IN LANDSCAPE AREAS, THE CONTRACTOR SHALL BACKFILL AND COMPACT MATERIALS IN ACCORDANCE WITH EARTHWORK SPECIFICATION SECTION 02200. 4. THE CONTRACTOR'S MEANS, METHODS, AND PLAN SHALL INCLUDE PREPARATIONS TO SAFELY WITHDRAW SHORING IN ORDER FOR CLSM TO BEAR AGAINST NATIVE TRENCH WALL SOIL. DO NOT POUR CLSM AGAINST SHORING. (!} z -~ a: 0 0 a: 0 0 w a: 0 UJ . -' I-UJ cc -' ~ en ::J zo:::zen OUJOUJ 0 > [l_ 0::: UJt-en<( enOUJen <( z 0::: <( CCenUJz 0 <( cc -UJII-UJ 0::: 0::: 0 ffi <( UJ z I ~UJ-'UJ 0::: z ;i cc c..C>I>- 2 zen<C UJ UJ O ::? UJ UJ Z I CC I <( (.) UJ I-z -> (I) 0 I <( 0::: -3;: I UJ ~ en enI:;a:Z C) I-0::: 0 zoo en 3;: >-u. en ~~Z:;a: 0 UJ enO O O I 0::: 0::: > I-0 O ou.en (.) 0::: 0 0::: UJC..>-O 0::: z (.) 0::: UJo<eo::: en t--o::: UJ UJ <( ::J >-I :::i: (.) Z I-0::: (.) <( 0 <( 0::: u. UJ 0 Z I U. (!} z -~ a: -.-,--------------r"T-r---~M-:M:--------r-----r;;;;;;;;;;;;;.-:::::::::-:.-:.-:_-:,. ---::::::---------------,------------------r--------tt-:~ BC 5-6Q a: -I- MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • a: 77 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION A A DETAIL B SECTION B MANUAL AIR RELEASE DETAIL C5018 MARK 316 SST NO SCALE FINISHED GRADE-FOR -~ PAVING SECTION DETAIL ADJUST COLLAR BLOCKS AS---~ REQUIRED TO SET FRAME FLUSH WITH PAVEMENT ±1/8" A/C-11 SEE 4" SCH 80 PVC WITH SOLVENT CEMENT OR RESTRAINED JOINTS 36" FRAME AND COVER 60" DIA PRECAST CONCRETE MANHOLE (SEE NOTE 1) DETAIL /---' ( ) I I I I F======~~~~~~~=:::::==f=r-;:;i,~-=E=.Ear---, 12"-24" (A□JusT I 8S TO GRADE) DESCRIPTION . . • A . ' , ___ _ . . 0 oo 0 0000 oo 0 O 0 oo 0 oo 0 0 o'3oQo STA PER PLAN-~ AND PROFILE DATE APPR. NO SCALE ~-----i--;~-=i----~ CX) v 4" SCH 80 PVC WITH SOLVENT CEMENT OR RESTRAINED JOINTS __.--FORCE MAIN ACCESS TEE. (SIZE AND ELEVATION PER PLAN AND PROFILE) ,.,----HOPE PIPE OR CLOSURE SPOOLS PER DWG C5014 AND C5015 0::: w > = 0 CX) u v X <( :::;;; UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEE DETAIL • ( I I / ' / ) I I ) NO SCALE ~-PIPELINE AND STRUCTURE RIM ELEVATION PER PLAN AND PROFILE KEY NOTES 0 60" MANHOLE RISER. INSTALL PER DETAIL C5025A/C5025B. 0 0 0 316 SST WELDOLET NIPPLE. 316 SST BLIND FLANGE WITH LIFTING EYES. 3" FLANGED SST BALL VALVE, AMERICAN MODEL 4001, OR EQUAL. '5\ SEE SECTION A/C5025A AND SECTION A/C5025B \::.,) FOR CONCRETE ENCASEMENT DETAIL. SHEET NOTES 1. PRECAST MANHOLE RISERS AND GRADE RINGS SHALL BE RATED FOR HS20 CONTINUOUS TRAFFIC IMPACT LOADING. SEAL ALL JOINTS WITH RAM-NEK SEALAN~ OR EQUAL 2. PROVIDE BLIND FLANGE WITH 3" WELDED STEEL FLANGED NOZZLE FOR MANUAL AIR RELEASE ASSEMBLY WHERE SHOWN ON DRAWINGS. SEE PLAN AND PROFILE FOR LOCATIONS. 3. ALL VENT PIPING SHALL BE 316 SST INSIDE ACCESS MANHOLE. 4. SEE ACCESS STRUCTURE SCHEDULE ON DWG C5025C FOR MANHOLE STATIONING AND HAND HOLE PLACEMENT. 78 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 1 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 4 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION A A DETAIL DETAIL A 23 3/4" 36 3 / 4 " DETAIL MANUAL DRAIN DETAIL C5019 FLO MARK DESCRIPTION DUAL FM DRAIN PLAN NO SCALE a:: w 3: w (/) 0 (/) u 0 0 I- @ ~-4" SCH 80 PVC SINGLE FM DRAIN PLAN NO SCALE @ DATE APPR. FLOW ,,...--HDPE PIPE 8" 316 SST BLIND FLANGE WITH 2" 316 SST THREADED BALLVALVE AND PLUG FLANGED 8" 316 SST TAP --HDPE PIPE OR CLOSURE SPOOL PER DWGS C5014 AND C5015 NO SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 8 • SEE DETAIL -----/ ( I I l '- 18" MIN ,---FINISHED GRADE-FOR PAVING ' l I I ~1~ J x a:: / <( w :::? > 0 CX) u "<I" TO OCSD SEWER PER PLANS ~-4" SCH 80 PVC WITH SOLVENT CEMENT OR RESTRAINED JOINTS 0 PLAN KEY NOTES 0 0 0 0 60" DIA MANHOLE PER DETAIL C5025A OR C5025B. ROUTE DRAIN PIPING TO OCSD SEWER MANHOLE. PROVIDE 2' MIN. COVER. CONSTRUCT PER DETAIL D/C5029 SST BLIND FLANGE WITH LIFTING EYES. 8" FLANGED CAST IRON FUSION BONDED LINED AND COATED FULL-PORT PLUG VALVE CAL TRANS APPROVED PRECAST TRAFFIC BOX 17" x 30" FOR HS-20 LOADING. OLDCASTLE B1730 BOX OR EQUAL LONG AXIS OF VAULT TO PARALLEL ROADWAY CENTERLINE. CALTRANS APPROVED STEEL BOLT DOWN CHECKER PLATE VAULT COVER (20 1/4" x 33 1/4") FOR HS-20 LOADING. OLDCASTLE B1730-S1 J4 OR EQUAL. @ 4" SCH 80 FLANGE AND PVC BLIND FLANGE WITH SSTL BOLTS, NUTS, AND WASHERS. 0 6" x 6" CLASS A CONCRETE FOOTING ALL AROUND VAULT BOTTOM. 3/4" CRUSHED DRAIN ROCK. SEE SECTION A/C5025A AND SECTION A/C5025B FOR CONCRETE ENCASEMENT DETAIL SHEET NOTES 1. PRECAST MANHOLE RISERS AND GRADE RINGS SHALL BE RATED FOR HS20 CONTINUOUS TRAFFIC IMPACT LOADING. SEAL ALL JOINTS WITH RAM-NEK SEALANT, OR EQUAL. 2. SEE ACCESS STRUCTURE SCHEDULE ON DWG C5025C FOR MANHOLE STATIONING AND HAND HOLE PLACEMEN~ - -tj--==aaaaa;= n SECTION DRAIN CONNECTION BOX NO SCALE EB 79 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 6 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - D E T L 0 7 0 5 - 6 0 - C - D E T L 0 6 0 5 - 6 0 - C - D E T L 0 5 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING 1 DETAIL 1 DETAIL 2 LIDO FORCE MAIN CONNECTION TO 36-INCH NORTH FORCE MAIN C5020 SCALE IN FEET 0 10 20 2 ELEC (ABAND) EXISTING ELE VAULT Y.~N~- ' ' ' LIDO EAST FM P.I. N=2173669.63 E=6050161.48 ~ EXISTING ~ SCE VAULT ~ [' ' - ', --....._DIP FM, REHABILITATE ', f EXISTING 30-INCH , ', PER DWG C1018 ' ' ' ' ' ' ' ' ' ' ...._ -..; ' --:: ...._ "' ' ...._ CAUTION: ELEC 12 KV LINE (FIELD V RIFY) LIDO FORCEMAIN JACKING PIT 1 "=4'-o" Q MARK DESCRIPTION DATE APPR. io EXISTING CURB AND GUTTER NEW LIDO FM PER DWG C1042 EXISTING SIDEWALK E •ISTIN (,\ SIDEWALK0 36-IN~~IPP 0 HOPE CONKl~CTION PER DWG C5CH 5 FUSION C 1::6 (TYP OF 2) ~-2-4" IA RISER AND \::.J ACCESS SiRl:J G-T.U/E,...::_~-------------J " SEE NOTE 6 -1---,(-T-'r'.P--OF--2..). 5►-J ORT jSPOOLS NOT SHOWN FOR CLARITY (:;"'\EXISTING M CURB \.::.,J AND GUTTER - STA. 4+17:c;;;--__ / CIPP CLOSURE PIECE W/ RISER AND NOZZLE - ----_ - 15' (APPROX.) P.I. N=2173833.50 E=6050133.80 (VERIFY) ©EXISTING 4" COMMUNICATION G- FABRICATED \ BEND ---E-~ 90' 3-SEG -----it-¼-- ROLLED ELBOW --CAUTION: ABANDONED 30';-FM --Qf70 HIGH PRESSURE ~ (REMOVE INTERFERING ~---v.:::l_\.::.) GAS LINE \ PORTION) (±5.3 FT B COW-G~A.DE) (PROTECT IN PLACE) /\ I - ~-90' 3-SEG ELBOW REMOVE INTERFERING PORTIONS OF ABANDONED 24-INCH CML & C STEEL SEWER IF ENCOUNTERED PER OCSD DRAWING PROJECT 5-29 SHEET 8 24-INCH ELECTRO FUSION CPLG 24-INCH HOPE IN 36-INCH STL CSG NEW SOUTH FM LIDO FORCE MAIN CONNECTION TO EXISTING NORTH FORCE MAIN UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 1"=4'-0" Q KEY NOTES ffi JACK AND BORE LAUNCHING PIT NO. 3 REPLACE UP TO 20-LF TYPE A2-8 CURB AND GUTTER PER CAL TRANS STD PLAN A87 A. 0 REMOVE INTERFERING PORTIONS OF ABANDONED ELEC CONDUIT (VERIFY LINE IS DE-ENERGIZED PRIOR TO EXCAVATION). 0 PROTECT OR RELOCATE EXISTING STOP SIGN AS NECESSARY. 0 JACK AND BORE 24-INCH HOPE IN 36-INCH CASING PER DWG C1042. 0 PROTECT IN PLACE, PER SPECIFICATIONS AND GENERAL CONDITIONS. 0 REPLACE UP TO 30 SQ FT OF STAMPED CONCRETE. ,;;\ CONSTRUCT CIPP CLOSURE PIECE WITH LIDO FM CONNECTION. '-.::.J PROVIDE INTERNAL LOCKING RING PER DWG C5015. 0 CONSTRUCT CIPP CLOSURE SPOOL SIMILAR TO C5015. CONSTRUCT 60-INCH MANHOLE PER DWG C5025A. Q CONTRACTOR SHALL LOCATE EXISTING 12-INCH HIGH \!.:::,) PRESSURE GAS MAIN AND VERIFY LOCATION HORIZONTALLY AND VERTICALLY PRIOR TO WORK BEING PERFORMED. SO CAL GAS FIELD REPRESENTATIVE SHALL BE ON SITE DURING ALL EXCAVATION ADJACENT TO H.P.G. SPECIAL WORK. PLAN SHALL DETAIL WORK ACTIVITIES AND PROTECTION MEASURES TO H.P.G. IN ACCORDANCE WITH C.G.C. 4216. (EX: GAS SHUTOFF, NON-VIBRATERY SHORING INSTALL, ETC.) (';;\ CONSTRUCT A 60-INCH MANHOLE WITH MANUAL DRAIN \.!..Y ASSEMBLY PER DWG C5019 AND C5025A. OMIT 6-INCH DRAIN EXTENSION TO OCSD SEWER AND DRAIN CONNECTION BOX ON DETAIL 2/C5019. SHEET NOTES 1. SHUT DOWN AND DEWATER NORTH FORCE MAIN PRIOR TO CONNECTION. 2. SEE SEQUENCING PLAN AND SPECIFICATIONS FOR SHUT DOWN SEQUENCING AND ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY ALIGNMENT AND UTILITY CROSSINGS BY POTHOLING. 4. RESTORE LANDSCAPING PER CITY OF NEWPORT BEACH ENCROACHMENT PERMI~ 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FITTINGS PRIOR TO ORDER AND FABRICATION OF MATERIALS. 6. CONTRACTOR SHALL PROVIDE 24" HOPE RISER AND 60" ACCESS MANHOLE TO TEST CONNECTION OF LIDO FM. SEE DWG C1016. FOR NORTH FM REHABILITATION, CONTRACTOR TO LINE TO THIS CONNECTION ON EACH SIDE, REMOVE LINER BAG AT HOPE AND CIPP INTERFACE ON EACH SIDE, AND PROVIDE INTERNAL ENDSEALS AS SHOWN ON DWG C5015. 7. THE CONTRACTOR MAY ELECT TO USE ALTERNATE COMBINATIONS OF FITTINGS, BUTT WELDS, AND ELECTROFUSION COUPLINGS AND INCLUDE THEM IN HIS SHOP SUBMITTAL. 8. LIMITS OF SHORING SHOWN ARE AS PROVIDED BY KIEWIT AT THE TIME OF THIS PLAN REVISION. 80 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 3 7 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 7 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION 2 SECTION 1 LIDO FORCE MAIN CONNECTION SECTIONS C5021 ISOMETRIC 3 -l ------+--+- L . . STA 2+40.92 CL EL. -2.00 0 EXISTING CURB AND GUTTER 0 ABANDONED ELEC CONDUIT(S) (VERIFY) 24-INCH HDPE TEE 24-INCH HDPE 45· FITTING ELECTRO FUSION CPLG I ---+-+-f-,____ 'f---L-...l:::a:.!..al :::I----------+-- - - -------- ---·--.,_,,,_, -111-11• INV. EL. -3.00 FT SCALE: 1/2"=1'-0" 36-INCH X 24-INCH ROLLED TEE __ __,,. 24-INCH HDPE 3-SEG. 90" ROLLED ELBOW 16" (APPROX.) FABRICATED BEND CAUTION: HIGH PRESSURE 5 GAS LINE SEE NOTE 3 KEY NOTES 0 JACKING AND BORE LAUNCHING PIT NO. 3. 0REPLACE UP TO 20-LF TYPE A2-280 CURB AND GUTTER PER CAL TRANS STD A87 AT EACH PIT. 0 REMOVE INTERFERING PORTIONS OF ELEC CONDUIT. 0 JACK AND BORE 24-INCH HDPE IN 36-INCH CSG PER DWG C1042. 0 CONTRACTOR SHALL LOCATE EXISTING 12-INCH HIGH PRESSURE GAS MAIN AND VERIFY LOCATION HORIZONTALLY AND VERTICALLY PRIOR TO WORK BEING PERFORMED. SO CAL GAS FIELD REPRESENTATIVE SHALL BE ON SITE DURING ALL EXCAVATION ADJACENT TO H.P.G. SPECIAL WORK. PLAN SHALL DETAIL WORK ACTIVITIES AND PROTECTION MEASURES TO H.P.G. IN ACCORDANCE WITH C.G.C. 4216. (EX: GAS SHUTOFF, NON-VIBRATERY SHORING INSTALL, ETC.) 0 EXISTING CURB AND GUTTER I EX. 4" COMM. 1r (PROTECT IN PLACE) ±5.3 FT EX. 30" FM , 11 (ABANDONED) l1 I 1M _ 'I lu /7"c-'--~ 24-INCH HDPE' II 3 FT CLR MIN. j ~ 3-SEG. 90" ROLLED ELBOW I ~/'. (BEYOND) ---+-----""""' 16" (APPROX.) 'TT FABRICATED - BEND (BEYOND) =i i 24-INCH HDPE 1-· • ' 3-SEG. 90" ELBOW-+---~ 24-INCH FLANGED OUTLET (;\ CONSTRUCT MANHOLE WITH MANUAL AIR RELEASE PER DWG \::..J C5018. 0 BACKFILL EXCAVATION PER DWG C5017. 0 JACK AND BORE RECEIVING PIT NO. 3. 0 MANUAL VENT ASSEMBLY PER C5018. Q RESTRAINT CHAIN/STRAP CAST INTO CRADLE. CONTRACTOR ~ TO SUBMIT MATERIAL FOR ACCEPTANCE. LIDO FM ±5.5 FT TO TOP CL EL. ±3.3 FT (VERIFY) ~ I ---....___ 36-INCH X 24-INCH I ROLLED TEE I -I ITT I : 7""1-"""Tn_,....._n"!""-=-""l'-ri~.....,...,.~-1-1 I 1-1 I 1-1 I 1-==m-EI 11 FOUNDATION AND ENCASEMENT NOT SHOWN FOR CLARITY ·b_, / EXISTING NORTH ... 1 FORCE MAIN L 24-INCH ELECTRO FUSION CPLG --~ CL EL. -1.96 FT~ . , ,IJJm~mill~-11 -111-11 1~4Jm~mw;::;=-1 , CLASS "A" CONCRETE CRADLE WITH RESTRAINING CLAMPS SCALE: NONE 24-INCH HDPE 3-SEG. 90" ELBOW INV. EL. -2.96 FT SHEET NOTES 1. SHUT DOWN AND DEWATER EXISTING NORTH FORCE MAIN SCALE: 1/2"=1'-0" PRIOR TO CONNECTION INSTALLATION. 2. SEE SEQUENCING PLAN AND SPECIFICATIONS FOR SHUT DOWN SEQUENCING AND ADDITIONAL REQUIREMENTS. 3. CONTRACTOR SHALL FIELD VERIFY ALIGNMENT AND UTILITY CROSSINGS BY POTHOLING. 4. CONTRACTOR SHALL RESTORE ALL SURF ACES DISTURBED BY CONSTRUCTION, INCLUDING IRRIGATION, PLANTING AND HARDSCAPE TO ORIGINAL OR BETTER CONDITIONS. CONTRACTOR SHALL INCLUDE SUCH RESTORATIONS IN THEIR BID. RESTORATION OF ALL SURFACES INCLUDING CURB, GUTTER, WALK, AND ROADWAY SURFACES SHALL BE AT THE CONTRACTORS EXPENSE. (!) z -~ a: Cl ------1--.------------------.--.--------M-M--------.-------.-----------------. ..----------------------.------------------------------t+-□ BC 5-60 a: MARK DESCRIPTION DATE APPR. MB Brown AND o Caldwell &3 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ' 81 CI: ȭȭ OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 2 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 0 p m X R E F S : 0 5 - 6 0 - C - V A L N 0 1 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - D E T L 0 5 0 5 - 6 0 - C - V A L N 0 3 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGPROFILE NORTH FORCE MAIN CIPP CONNECTION DETAIL C5022 MARK "1 cpit ®. w I I -E- w- r " ss - s<i+oo --E -E -- -ss -I--E, ---Q.._ s-20" HD -t-"1/ r --36" PE~,---I -r DIP FM __ -----~__._00 ss -t __ ss _ ~. 71+64 \ v ---•5 ' MIN w 0 ~ LF ==--.... RTH rvr--.....cc--- ·:::~F::._ :::::;:;,,..::...:._. --o P M7-;;;;;;;__J:!L - 7 f----f. ------------------ss ----f ---- PLAN 1 "=20' -0" CONSTRUCT DUAL FORCEMAIN 0 0 PER PLAN AND PROFILE PER DWG C1034 4 r-----------i-----1 1 t--•1~•-------------------120 CONTRACT 5-29 15 p:v- I j I --v) -----~--• ~ 10 CONC TANK~ >-... I- ROAD (TYP ) tt /~~ .• u -., .\. . ·< . 7 ---:..--·-----= ~, ,- 5 ' I ' I 0 -5 ,i~ ·Cv-j """ .•- ~- I") ::JIO _Ql CJ.>n _J ('.) + z w ,;;::;: -00 •<=i w' ln (0 i--,:W 6>-@,J 4 <i. cn n u e::: • -1-~·~ V) -10 69+00 70+00 71+00 DESCRIPTION DATE APPR. I c~ I -1-7, VENT -- ------... ----= ---\ I I I I \ AEEBJ ,v cCY1Sl_GJ ' ' - I I OF NORTH FM p --I I --I I - 7 r" ,n -·. vv " I I VI ~ - Q -f!: ,-..: o+ .1= z ~o · a: r-- Cl) • a.. ili:ff ·ll:: WV> u - - -HORIZ: 1 "=40' -VERT: 1 "=4' 72+00 ----- 1a.D£ ... Jrn PE -5 e+ eee 73+00 u I- ::::J e>- =i '13- -~ 11 11 11- LJ - 74+00 UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 15 10 5 - 0 -5 -10 20 40 KEY NOTES 0 INSTALL 36" HOPE PIPE BY OPEN CUT ACROSS PCH. CONNECT TO NORTH FM. 0 CONNECT TO EXISTING NORTH FORCE MAIN 36" DIP FM PER DWG C5014. 0 45' HOPE BEND. 0 EXISTING NORTH FORCE MAIN 36" DIP FM CIPP PER DWG C1001 - C1018. r:;\ EXISTING NORTH FORCE MAIN 36" DIP FM. GROUT AND ABANDON PER \.:::.) DWG C1019 -C1031. 0 NEW 32" SOUTH FORCE MAIN HOPE PIPE PER DWG C1033 AND C1034. 0 PROVIDE BLIND FLANGE OR BULKHEAD AND CAP EXISTING 36-INCH DIP FM PER DETAIL 2, DWG C5012 ,;;;\ REMOVE APPROXIMATELY 25 LF EXISTING 36-INCH DIP WITHIN LIMITS V OF NEW FORCEMAIN CONNECTION. 0 CONSTRUCT 60-INCH MANHOLE WITH MANUAL AIR RELEASE ASSEMBLY PER DWG C5018 AND C5025A. @ CIPP TO HOPE CLOSURE AND 60-INCH MANHOLE PER DWG 5014 AND C5025A. G CONSTRUCT VENT LINE TO EX. OCSD SEWER. SHEET NOTES 1. CONNECTION TO THE EXISTING NORTH FORCE MAIN 36" PIPE SHALL NOT COMMENCE PRIOR TO THE REHABILITATION AND REINSTATEMENT OF THE SOUTH FORCE MAIN. SEE SPECIFICATIONS FOR SEQUENCE PLAN AND ADDITIONAL REQUIREMENTS. 82 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 2 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - V A L N 0 4 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - U T I L 0 2 0 5 - 6 0 - C - D E T L 0 4 0 5 - 6 0 - C - D E T L 0 8 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION - S.FM STA 65+80 A A MICROTUNNELING SECTIONS AT BRIDGE CROSSING C5023 MARK DESCRIPTION NEWPORT BLVD/SR 55 BRIDGE BENT NO. 2 DATE APPR. I f-o_ w 0 f-u_ D (D +I ----{-u 10-~ I ct RTE 1 (PCH) EXIST C&G (TYP) ±20· ±26' EXIST 15"iil MIN CONCRETE END BEARING PILES (TYP) I n ' ·· I --- _/ /,_) ;:t: ABAN. SD ~ APPROX LOC. 1" = 5' APPROX. PCH EXIST GRADE EXIST 12"' HP GAS LINE NEW SOUTH FM 32''FM IN 48"CSG " +I EXIST NORTH FM 36"FM IN 42•·csc -- ASPH. -~~~ ALTRANS I /W --'t-_ V/ 8 - ,_ CAL TRANS R/W , ti,fii"I I • LD +I 0 40 80 SCALE IN FEET SHEET NOTES 1. SEE DWGS C1032 AND C1033 FOR PLAN AND PROFILE DATA OF NEW SOUTH FM 2. PILES NOT FIELD VERIFIED. 3. REMOVE ABANDONED INTERFERING CONCRETE PILE CAP AND DEEP WOODEN PILES AHEAD OF TUNNEL INSTALLATION. 4. REMOVE ABANDONED INTERFERING CONCRETE BUILDING FOUNDATION AS REQUIRED AHEAD OF TUNNEL INSTALLATION. 83 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 4 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 4 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 1 0 5 - 6 0 - V - S U R V 0 1 0 5 - 6 0 - C - U T I L 0 1 0 5 - 6 0 - C - V A L N 0 3 0 5 - 6 0 - C - D E T L 0 9 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING NEW SOUTH FM MICROTUNNEL PIT DETAIL C5024 N OT IN CO N TRA C T MARK NEW SOUTH FM BY MICROTUNNEL PER DWG C1032 AND DWG C1033 EXIST CURB AND GUTTER \ \ \ \ ', \ ', ____ ,\-',',:---- (/) (/) T c=-------------TUNNEL PIT [l ===~--7L __ _;;..~ SEE NOTE 3_---2-;t-:----------1 ---r t-----ss----ss \ ', \ ~--ss-------'~-ss \ ', MEDIAN 0 SURFACE 7 EXIST TC EL = 10.28± MATCH EX 0 DESCRIPTION EXIST STORM CB RIM 10.52 N = 2173775.84 E = 6050191.76 18" IE 7.05 DATE APPR. - "( (/) I (lJ (/) -l>-_ "( ........ s:: (/) (/) Pl : 62+66.54 ____ _ z f:/ 18" IE = 7.03 (OUT) C, NEW SOUTH FM PER DWG C1033 T -~ ~ I ¼- +---soC!L_ (/) --so----! ----· -SD ---SI;::=-_,__ ________ _ (/) (/) I 18" IE = 7.05 l----7f------/L _J/~--!-:.L -----~EXIST TC _ EL = 10 (MA @EXIST STORM CB RIM 10.43 N = 2173773.50 E = 6050223.45 I (/) I DEWATERING DISCHARGE PIPE 0 (/) ......... 2 "( f:/ (lJ "( ........ (/) (/) I t? f:/ NEW SOUTH FM MICROTUNNEL PIT PLAN 1 "=4' -0" UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • I --so- ;i.-------- 1=======-== U EXIST CURB AND GUTTER \ ', \ -TO BOX CUL VERT Sm-D ---- KEY NOTES 0 0 0 0 0 0 REMOVE AND REPLACE EXIST CATCH BASIN. REP DRAINAGE INLET PER CAL TRANS STANDARD PL OS. PROVIDE GUTTER DEPRESSION PER CA STANDARD PLAN D78. REMOVE AND REPLACE 18-INCH REPLACE WITH MATERIALS IN DRAIN. REMOVE INTERFERING IONS OF ABANDONED SEWER. CAP EACH END WI RICK AND MORTAR. REPLA 50 LF OF TYPE A2-8 CURB AND GUTTER. PER NS STD PLAN A87 A. ACE UP TO 50 LF OF TYPE A1-8 CURB AND GUTTER. R CAL TRANS STD PLAN A87 A. PROTECT IN PLACE REPLACE UP TO 500 SF OF EXISTING COLORED STAMPED CONCRETE SURF ACE AS NECESSARY WITH MATERIALS IN KIND. CONTRACTOR SHALL ROUTE DISCHARGE PIPE NECESSARY TO DEWATER TUNNEL PIT EXCAVATION TO NEAREST OCSD SEWER, LOCATED ON THE SOUTH SIDE OF PACIFIC COAST HIGHWAY. PIPE SHALL BE ROUTED IN TRENCH PER DETAIL D, DWG C5029 OR IN TEMPORARY TRENCH WITH NON SKID TRAFFIC RATED PLATING FLUSH WITH SURFACE. 84 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 5 A . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 5 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION A A DETAIL B SECTION B DETAIL B A SINGLE FM ACCESS STRUCTURE DETAIL C5025A MARK 36" FRAME AND COVER RISER ENCASEMENT BOTTOM SLAB. ~ CONSTRUCT PER DETAIL 2/C5025A 8" DIA x 8" DEEP SUMP -~ STA PER PLAN & PROFILE 60" DIA PRECAST CONCRETE MANHOLE (SEE NOTE 1) #6@12" EW ----.. ADDITIONAL REINFORCEMENT, _.,,-- (2) #5 ( 4 SIDES) ENCASED 24" PIPE RISER-~ 8" DIA x 8" DEEP SUMP -~ ,,,. /,,,. // // II I I I I ' '' ,, '\ \\ \\ // // / / / ,,,. / ---,---- SINGLE FM ACCESS STRUCTURE TOP SLAB REINFORCEMENT PLAN NO SCALE @ ~---ADJUSTING COLLAR BLOCKS AS REQUIRED TO SET FRAME FLUSH TO PAVEMENT ± 1/8" ~---FINISHED GRADE-FOR PAVING SECTION DETAIL A/C-11 ·..i-Lt=====~~~y::====='===~ NX I I <C : ~ co ~----+======k,-.--_L_ ____ _j__---.--,c:r-J-'""":------, ~ WATER PROOFING, TYP SEE SPECIFICATIONS-~ '-------FLAT TOP SLAB. CENTER OPENING OVER 24" FORCE MAIN TEE ~-FORCE MAIN ACCESS TEE (PER PLAN AND PROFILE) NO SCALE @ WALL JOINT WITH SEALANT-TYP 6" ,,,,.--#6@12" EW ~-HOPE PIPE OR CLOSURE SPOOL PER PLANS AND APPURTENANCE SCHEDULE #6@12" EW -~ 18" MIN OVEREXCAVATION. CRUSH ROCK FOUNDATION-~ MATERIAL WRAPPED WITH GEOTEXTILE FABRIC OR 12" OF CLSM DESCRIPTION STA PER PLAN AND PROFILE-~ NO SCALE DATE APPR. I '----#6@12" EW 18" MIN OVEREXCAVATION. CRUSH ROCK FOUNDATION MATERIAL WRAPPED WITH GEOTEXTILE FABRIC OR 12" OF CLSM UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • 3" CLR ....... VA ,IES PER PLAN ~ ,! ~ .. . . NO SCALE 6" . . .... .,: , •• . ,:r ~ " • . . . . .. _ .• -4 ... -• . • . ., • ~ • <lo ~ KEY NOTES 0 0 0 0 0 60" MANHOLE RISER. MANHOLE BASE. HOPE WEEP RING OR HYDROPHILIC WATER STOP. 316 SST BLIND FLANGE WITH LIFTING EYES TYP. MODIFY AS SHOWN ON DETAILS C5018 AND C5019 WHERE AIR RELEASE AND DRAIN ASSEMBLIES RESPECTIVELY ARE REQUIRED PER PLAN AND PROFILE AND DWG C5025C. 36" DIA MANHOLE FRAME AND COVER PER OCSD STANDARD DETAIL S-054 ON DWG C5029. PROVIDE BOLT DOWN FRAME. SHEET NOTES .,,-CLASS A CONCRETE _..--#5@12" EW TYP '----#6@12" EW 1. PRECAST MANHOLE RISERS AND GRADE RINGS SHALL BE RATED FOR HS20 CONTINUOUS TRAFFIC IMPACT LOADING. SEAL ALL JOINTS WITH RAM-NEK SEALANT, OR EQUAL. 2. SEE ACCESS STRUCTURE SCHEDULE PER DWG C5025C. 85 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 5 B . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 6 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING SECTION A A DETAIL B SECTION B DETAIL B A DUAL FM ACCESS STRUCTURE DETAIL C5025B NEW 36" NORTH FM (HDPE) b I NEW 32" SOUTH FM (HDPE) RISER ENCASEMENT SLAB. CONSTRUCT PER DETAIL 2/C5025B STA PER PLAN & PROFILE FLOW I . (0 13'-10" J (0 DUAL FM ACCESS STRUCTURE ADJUSTING COLLAR -~ BLOCKS AS REQUIRED TO SET FRAME FLUSH TO PAVEMENT ± 1/8" NO SCALE 80" MIN. 'IACCESS STRUCTURE ON 36" FM BEYOND VARIES '-.../ - LIMIT OF CONCRETE BASE FLOW ~-FINISHED GRADE-FOR PAVING SECTION DETAIL A/C-11(TYP) ~====~E~~~~==r---,----p====='=====t-7 12"-24" (ADJUST WATER PROOFING, TYP SEE SPECIFICATIONS---... WALL JOINT WITH SEALANT-TYP NEW 32" SOUTH FM (HDPE) STA PER PLAN AND PROFILE-_,,.. 18" MIN OVEREXCAVATION. CRUSH ROCK FOUNDATION-~ MATERIAL WRAPPED WITH GEOTEXTILE FABRIC OR 12" OF CLSM MARK DESCRIPTION Q 1---------1--~ TO GRADE, TYP) -------1-FLAT TOP SLAB. CENTER OPENING #6@12" EW FLOW ' •• ·., .. • ... ·: ...... -... ·~· . . ,-:· _-._ >· . .., ·,, :;.., .-....... . .• • .............. -•~ . ' . 13'-10" #6@12" EW NO SCALE ~ DATE APPR. OVER 24" FORCE MAIN TEE " . = z (0- NEW 36" NORTH FM (HDPE, IN BACKGROUND) 13'-10" i. K, +--+-+---+---l-+--+--+-1-'I-//+-~ \\ II " II \\ #6@12" EW ---.... --f-+--+-1--+---+-+---fi-i-,,~ 11 "----..... \\ I/ "O~-;-,// // \\ I ~ "I ;; ~ ,\ ,, //,.,.-_'._...._ ~ \\ II /) ~ \\ If ,// \ ~ • I II~~ l~//rf-//4-+--+--+--lr-+--+--+ I_ \___... ~ <'--.....___.... // II ADDITIONAL REINFORCEMENT,-----------'~lO ~-✓,9'--+/-,//'++--+-+---+-1----+--+-+ (2) #5 ( 4 SIDES) / .................... .. ' i.,,-// / / '..,t--__ --.... / / / ---- ENCASED 24" PIPE RISER -~ 8" DIA x 8" DEEP SUMP ~ SLAB REINFORCEMENT PLAN NO SCALE .. • .-. . •· .. . u\ C5025B '-.../ •-• "' ~ ·-., llf----------lll 12" 11'-Q" #6@12" EW 0 . . .----J_ b I #6@12" EW UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • NO SCALE KEY NOTES 0 0 0 0 0 60" MANHOLE RISER. MANHOLE BASE. HDPE WEEP RING OR HYDROPHILIC WATER STOP. 316 SST BLIND FLANGE WITH LIFTING EYES TYP. MODIFY AS SHOWN ON DETAILS C5018 AND C5019 WHERE AIR RELEASE AND DRAIN ASSEMBLIES RESPECTIVELY ARE REQUIRED PER PLAN AND PROFILE AND DWG C5025C. 36" DIA MANHOLE FRAME AND COVER PER OCSD STANDARD DETAIL S-054 ON DWG C5029. PROVIDE BOLT DOWN FRAME. SHEET NOTES 1. PRECAST MANHOLE RISERS AND GRADE RINGS SHALL BE RATED FOR HS20 CONTINUOUS TRAFFIC IMPACT LOADING. SEAL ALL JOINTS WITH RAM-NEK SEALANT, OR EQUAL. 2. SEE ACCESS STRUCTURE SCHEDULE PER DWG C5025C. 86 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ C 5 0 2 5 C . d w g U S E R : w t l e e DA T E : D e c 1 9 , 2 0 1 6 5 : 0 4 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING ACCESS STRUCTURE SCHEDULE C5025C Location Description Drawing Plan Structure Station As-Built Structure Station Station System Pipeline Structure Detail Pipe Size (in)CIPP Closure Detail Air Vent 1 Air Vent 2 Drain Std. Drain No PV Drain No Box None INV. El. at Box INV. El. at SSMH Hand Hole? N/S Feet from MH E/W Feet from MH RFI 68 Piping Detail Used Notes Pit 1 C1001 11+17.05 N/A Exist. SFM South FM N/A 36 N/A N/A N/A N/A N/A N/A N/A N N/A Deleted per RFI 076 Pit 2 C1001 12+55.68 12+45 Exist. SFM South FM C5025A 36 C5014 X 10 50 7.64 6.89 Y N - 1.8'W - 4.5'Detail 1 - W/Drain Box Structure shifted per RFI 076 Pit 3 C1002 22+10 22+10 Exist. SFM South FM C5025A 36 C5015 X N Pit 4 C1003 30+20 30+20 Exist. SFM South FM C5025A 36 C5015 X N Pit 5 C1004 37+01.02 37+75 Exist. SFM South FM C5025A 36 C5015 X N Structure shifted per FCO 4.1 Pit 6 C1005 47+00 47+00 Exist. SFM South FM C5025A 36 C5015 X N Pit 7 C1032 56+96 57+13.50 Exist. SFM South FM C5025A 36 C5014 X 10 90 7.64 6.92 Y N - 4.3'E - 2.3'Detail 1 - W/Drain Box Structure shifted per RFI 074 Pit 9 C1008 119+08.44 115+85 Exist. SFM South FM C5025A 36 C5015 X N Structure shifted per RFI 071 Pit 10 C1008 124+26.73 N/A Exist. SFM South FM N/A 36 N/A N/A N/A N/A N/A N/A N/A N N/A Deleted per RFI 069 Pit 11 C1008 125+12.44 125+12.44 Exist. SFM South FM C5025A 36 C5015 X 13 130 10.64 8.69 Y N/A W - 4.5'Detail 1 - W/Drain Box Pit 12 C1009 134+12.98 134+13 Exist. SFM South FM C5025A 36 C5015 X N Pit 13 C1010 139+24.10 139+15 Exist. SFM South FM C5025A 36 C5015 X 14.5 31 12.14 11.675 Y N - 4'E - 1.5'Structure shifted per RFI 078 Pit 14 C1010 141+84.65 142+15 Exist. SFM South FM C5025A 36 C5014 X N Structure shifted per RFI 078 Pit 15 C1011 11+34.80 11+50 Exist. NFM North FM C5025A 30 C5015 X 10.5 34 8.14 7.63 Y N - 4.8'W - 6.3'Detail 1 - W/Drain Box Structure shifted per RFI 090 Pit 16 C1012 20+31 21+31 Exist. NFM North FM C5025A 30 C5015 X N Structure shifted per RFI 088 Pit 17 C1012 26+70 26+70 Exist. NFM North FM C5025A 30 C5015 X 13.3 64 10.94 9.98 Y S - 17.8' W - 11.6' Detail 1 - W/Drain Box Pit 18 C1013 31+95.41 31+40 Exist. NFM North FM C5025A 30 C5015 X 10 90 7.64 6.29 Y S - 12.2'E - 18.1' W/Drain Box Structure shifted per RFI 088 & Field Obstruction Pit 19 C1014 38+50.20 40+50 Exist. NFM North FM C5025A 30 C5015 X 10 209 7.64 5.55 Y N - 1.8'W - 5.6'Detail 1 - W/Drain Box Structure shifted per RFI 088 Pit 20 C1015 47+52.25 N/A Exist. NFM North FM N/A 30 N/A N/A N/A N/A N/A N/A N/A N N/A Deleted per RFI 088 Pit 21 C1015 49+82.21 49+82 Exist. NFM North FM C5025A 30 C5015 X 12.6 76 10.24 9.1 Y S - 15.1'E - 8.7'Detail 1 - W/Drain Box Pit 22 C1016 57+00 57+00 Exist. NFM North FM C5025A 36 C5015 X 11 76 8.64 6.5 Y N - 23.1'E - 9.6'Detail 1 - W/Drain Box Pit 23 C1016 62+00 N/A Exist. NFM North FM N/A 36 N/A N/A N/A N/A N/A N/A N/A N N/A Deleted per RFI 091 Pit 24 C1017 65+35 65+20 Exist. NFM North FM C5025A 36 C5015 X 11 70 8.64 7.59 Y N - 5'E - 2.6'Detail 1 - W/Drain Box Structure shifted due to field obstruction Pit 25 C1017 69+30 70+87 Exist. NFM North FM C5025A 36 C5014 X 11 5 8.64 8.54 Y N/A W - 5.9'Detail 1 - W/Drain Box Structure shifted per RFI 090 Pit 26 C1018 57+62.18 N/A Exist. SFM Lido West FM N/A 30 N/A N/A N/A N/A N/A N/A N/A N N/A Deleted per RFI 074 Pit 27 C1018 63+23.26 N/A Exist. SFM Lido West FM N/A 30 N/A N/A N/A N/A N/A N/A N/A N N/A Deleted per RFI 074 Pit 28 C1018 64+46.63 64+46.63 Exist. SFM Lido West FM C5025A/RFI 074 30 C5015 X N Modified Access Structure per RFI 074 J&B Launch Pit C1042 2+40.92 2+41 East Lido FM East Lido FM C5025A 24 N/A X X X N No Drain Box J&B Rec. Pit C1016 60+83.64 60+83.64 Exist. NFM North FM C5025A 36 C5020 X N MT Launch Pit C1032 60+40 60+40 New Dual FM South FM C5025A 32 N/A X 11 264 8.64 6.528 Y S - 2'W - 4.3' W/Drain Box Single Structure C1034 71+95.45 70+92 New Dual FM South FM C5025A 32 N/A X 10.8 100 8.44 6.94 Y N/A E - 5.7'Detail 1 - W/Drain Box Structure shifted per RFI 063 Dual Structure C1034 76+96.88 77+48 New Dual FM South FM C5025B 32 N/A X 11.5 80 9.14 7.94 Y N - 5'E - 1.8'Detail 1 - W/Drain Box Structure shifted per RFI 063 Dual Structure C1034 77+03.55 77+55 New Dual FM North FM C5025B 36 N/A X 11.5 80 9.14 7.94 Y N - 5'E - 1.8'Detail 1 - W/Drain Box Structure shifted per RFI 063 Dual Structure C1035 80+80 82+45 New Dual FM South FM C5025B 32 N/A X 9 140 6.64 5.52 Y N - 1'W - 4.7'Detail 1 - W/Drain Box Structure shifted per RFI 063 Dual Structure C1035 80+86.67 82+52 New Dual FM North FM C5025B 36 N/A X 9 140 6.64 5.52 Y N - 1'W - 4.7'Detail 1 - W/Drain Box Structure shifted per RFI 063 Dual Structure C1036 89+42 88+38 New Dual FM South FM C5025B 32 N/A X 13.5 300 11.14 8.14 Y N/A E - 5'Detail 1 - W/Drain Box Structure shifted per RFI 064 Dual Structure C1036 89+48.67 88+45 New Dual FM North FM C5025B 36 N/A X 13.5 300 11.14 8.14 Y N/A E - 5'Detail 1 - W/Drain Box Structure shifted per RFI 064 Dual Structure C1037 98+75 95+46 New Dual FM South FM C5025B 32 N/A X 15.5 150 13.14 11.64 Y N - 4.8'E - 2.5'Detail 1 - W/Drain Box Structure shifted per RFI 064 Dual Structure C1037 98+81.67 95+53 New Dual FM North FM C5025B 36 N/A X 15.5 150 13.14 11.64 Y N - 4.8'E - 2.5'Detail 1 - W/Drain Box Structure shifted per RFI 064 Dual Structure C1037 103+36.77 103+36 New Dual FM South FM C5025B 32 N/A X 14 160 11.64 10.04 Y N - 3.5'E - 1'Detail 1 - W/Drain Box See C5004A,B modifications Dual Structure C1037 103+29.20 103+29 New Dual FM North FM C5025B 36 N/A X 14 160 11.64 10.04 Y N - 3.5'E - 1'Detail 1 - W/Drain Box See C5004A,B modifications Pit 8/Dual Structure C1038 107+15.38 107+10 New Dual FM South FM C5025B 36 C5014 X 12.5 40 10.14 8.14 Y N - 1'W - 4.4'Detail 1 - W/Drain Box Dual Structure C1038 200+10 107+03 (SFM Sta.)New North FM North FM C5025B 32 N/A X 12.5 40 10.14 8.14 Y N - 1'W - 4.4'Detail 1 - W/Drain Box Structure shifted per RFI 064 Single Structure C1038 201+19 201+19 New North FM North FM C5025A 32 N/A X 12 150 9.64 8.14 Y S - 4.4'W - 5.5'Detail 1 - W/Drain Box Single Structure C1041 228+32.93 228+35 New North FM North FM C5025A 32 N/A X 14 200 11.64 9.64 Y N - 1.4'W - 5.5'Detail 1 - W/Drain Box Single Structure C1041 232+55 232+55 New North FM North FM C5025A 32 N/A X X N Detail 1 No drain box I I I I I I I I I ' ' ' ' SHEET NOTES 1 . STRUCTURE DATA REPEATED HERE FOR CONTRACTOR CONVENIENCE. PLAN AND PROFILE DRAWINGS SHALL GOVERN IN THE CASE OF CONFLICT. -- -- -- -- -- (!} z -~ a: 0 MM ■ :'("I SAN I TArl 0 • • @" ~ BC DI Ill~ 0%, 5-60 a: BrownANo 0 MB -• ~" '\-.; 0 ~ (.) Caldwell • <<........f ' ' ~ w 0 ~o ' ' == UNDERGROUND SERVICE ALERT OF r:.::, a: • SOUTHERN CALIFORNIA • "-(.,\!j Ti'iEi'lli' MARK DESCRIPTION DATE APPR. 87 I I I I I I I I DETAIL S-001 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 7 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAILS 1 C5026 - : 0 -I . (0 - - - I I ' 6' -o" ' I ~1-.:t-n I ~ 0 ~ SEWER LO I C) CONSTRUCTION PACIFIC COAST HIGHWAY THRU NEWPORT BEACH BROOKHURST AVE TO DOVER DRIVE JULY 2014 thru May 2015 (11 MO) Sept 201 5 th ru May 201 6 ( 9 MO) EXPECT DELAYS-SEEK ALTERNATE ROUTES ~IN Orange Councy Sanitation District OC) I 0 ,Sci SANIT4T;~ (714) 378-2965 @-~:~ ~7~~ % '° D ri ~5"' l\~-/i\1 I I C) . , ~c,_____; I ~ www.ocsd.com .oi -' \' ,-~---' ' -jy ~~'", ~ Ni;:::: __ "''" -......:c_ THE ~-.,_..... ~ n Project No. 5-60 I 0 4' -0" --- %" PLYWOOD --, BRACE BETWEEN STANDS (TYP.) ~-1-½" x 3/,5" ANGLE IRON I I . D I r---' 2" TUBULAR STEEL - ' 1-------, r-- 1 4' -9" . I INFORMATION SIGN CONSTRUCTION NO SCALE ~ I I 1½" -1¼" WIDE LINE 4" TEXT - ARIAL BOLD 80% WIDTH 3.2" TEXT - ARIAL NARROW 55% WIDTH 3.2" TEXT - ARIAL BOLD 80% WIDTH 3.35" TEXT - ARIAL REGULAR 80% WIDTH NOTES: 1. SIGN: PAINT GLOSSY WHITE ENAMEL 2. PAINT LETTERS: GLOSSY BLACK ENAMEL 3. MIN. LETTER SIZE SHOWN 4. PAINT METAL PER CONTRACT SPECIFICATIONS. 5. ALL JOINTS TO BE WELDED. 6. ATTACH SIGN TO FRAME WITH 3/8"¢ GAL V. CARRIAGE BOLTS. 7. EMBLEMS PROVIDED BY THE DISTRICT. 8. CONTRACTOR TO PROVIDE 6 SIGNS. LOCATION FOR PLACEMENT TO BE DETERMINED BY OCSD ENGINEER. I I I I I - - - - - (!} z -~ a: 0 --r---r-----------r-r-i------:-:~-----i------r-----------r----:::~------------i---------------,-------n-;o MM ■ :'("I SAN I TArl • • @" ~ BC BrownANo DI MB -• Caldwell • ' ' ' ' UNDERGROUND SERVICE ALERT OF • SOUTHERN CALIFORNIA MARK DESCRIPTION DATE APPR. I I I I Ill~ 0%, ~ " I \a 0 ~ <<........f ~ 0 ~o == r:.::, • "-(_,\!l TfiEi'lli' I I I I 88 5-60 a: 0 (.) w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 7 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 7 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL S-020 DETAIL S-021 DETAIL S-022 DETAIL S-031 DETAILS 2 C5027 MARK EXISTING SEWER I 2' ------1 MIN TYPE I 2' MIN_[__ 6'.__ ---CONCRETE __i 1---6" ENCASEMENT OF BANDED RUBBER COUPLINGS (TYP.) VCP (OR INSTALL EPOXY LINED DUCTILE IRON PIPE W/0 ENCASEMENT) w 3' 4' 5' 6' 7' 8' 9' 1 o· J_ __J l--4" (TYP.) D~ Lnr;o.D. T REBAR 3" CLEAR TO EARTH (TYP.) DEPTH OF COVER o· TO 8' 8' TO 16' D BAR# D BAR # 12" 4(13) 12' 4(13) 12" 4(13) 12' 5(16) 12" 4(13) 16' 5(16) 12" 5(16) 16' 5(16) 12" 5(16) 16' 6(19) 12" 5(16) 16' 6(19) 12" 6(19) 16' 8(25) 12" 6(19) 16' 8(25) BEAM THICKNESS FOR TYPE II BAR SIZE FOR TYPE I AND TYPE II 3" MIN. CLEARANCE...:t ~ 5" MIN. (TYP.) ·o· r 0 0 NOTE: PIPE ENCASEMENT PER S-100 w SEE TABLE --- TYPE II ( ) DENOTES METRIC SYSTEM PIPE SUPPORT BEAM ACROSS TRENCHES (TYPICAL ALL CROSSINGS) NO SCALE ~ DESCRIPTION DATE APPR. 4" DRAIN DUCTILE IR ON -+-'H4--~ 4.0' MIN. 0 BANDED RUBBER COUPLINGS 0 4.0' MIN. PIPE (TYP.) -~ 2 SACK SAND CEMENT SLURRY NOTE: THIS DETAIL MAY BE USED ONLY WITH PRIOR APPROVAL OF THE DISTRICT ENGINEER. PIPE SUPPORT WALL ACROSS TRENCHES (TYPICAL ALL CROSSINGS) NO SCALE ~ r6" (TYP.) ;1 w, :1 u' NOTES: L SEE NOTES BELOW TYPE I ~I _JI ~I BEDDING _jl MATERIAL 01 0" / TYPE II UNDISTURBED SOIL SUPPORT PIPE PER STD. DWG. S-020 1. ANY OTHER PROPOSED DESIGN SHALL HAVE THE DISTRICT ENGINEER'S APPROVAL PRIOR TO THE START OF CONSTRUCTION. 2. MINIMUM SLOPE FOR SEWER LATERAL SHALL BE 1/4" PER FOOT. 3. L= WIDTH OF STORM DRAIN TRENCH PLUS EXTENSION AT BOTH SIDES TO FIRST PIPE JOINT AT OR BEYOND TRENCH. 4. LATERALS SHALL HAVE A MINIMUM OF 5' OF COVER AT THE PROPERTY LINE. 5. ALL ENCASED SEWER PIPE SHALL BE DUCTILE IRON WITH BANDED RUBBER COUPLINGS. 6. ALL ENCASEMENTS SHALL BE CLASS "A" CONCRETE. SEWER HOUSE LATERAL AT UTILITY INTERSECTIONS (TYPICAL ALL CROSSINGS) NO SCALE ~ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • NOTES: 2" STD STL PIPE HALF COUPLING 1. GROUT HOLES MAY BE TAPPED OR FLAT FLANGED BY THE STEEL CASING MANUFACTURER IN PLACE OF STANDARD STEEL PIPE HALF COUPLING. Cl PLUG STEEL CASING GROUT HOLES DETAIL SECTION SCALE: NONE 2. PRESSURE GROUT ALL VOIDS BETWEEN EXCAVATION AND STEEL CASING AS SPECIFIED IN SPECIFICATION SECTION 02622. BANDING STRAPS CARRIER PIPE FOR CASING LENGTH AND INVERT EL. I SEE PLAN AND PROFILE! END SEAL (SEE NOTE 5) BOLT OR STUD (TYP) EQ. SPACING AS RECOMMENDED BY CASING PIPE MANU. CARRIER PIPE PER SPECIFICATIONS FILL ANNULAR SPACE WITH GROUT FILL VOIDS CREA TED FROM MICROTUNNELING _..., BY PRESSURE GROUTING GLASS REINFORCED ---L-.., PLASTIC RUNNERS PIPE CASING DETAIL SECTION SCALE: NONE NOTES: CASING SPACER CASING 1. CARRIER PIPE SHALL BE TESTED BEFORE INSTALLATION OF END SEALS ON CASING. 2. MINIMUM CASING INNER DIAMETER SHALL BE AS SHOWN ON THE PLANS. IN NO CASE SHALL THE INNER DIAMETER OF STEEL CASING BE LESS THAN 6-INCHES LARGER THAN THE OUTER DIAMETER OF THE CARRIER PIPE. 3. PROVIDE CASING GROUT HOLES AS SHOWN. CONTRACTOR TO DETERMINE NUMBER OF LUBRICATION/GROUT HOLES NECESSARY TO FILL VOIDS OUTSIDE CASING PIPE THAT ARE DUE TO OVEREXCAVATION. 4. CASING SHALL BE AS SPECIFIED IN SPECIFICATION SECTION 05590. 5. END SEAL SHALL BE AS REQUIRED BY CAL TRANS ENCROACHMENT. CASING WITH FLUSH BELL INSTALLATION NO SCALE ~ 89 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 8 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 8 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL S-049 DETAILS 3 C5028 N OT U S E D MARK CONCRETE ENCASEMENT 6" MIN. THICKNESS IN UNPAVED AREAS 12" MIN 24" MAX N = IX) DESCRIPTION 0 .......... w l-o z w w (/) .._, SCORE PIPE @ SPRING LINE. I • 8" MIN. ~--,------1-v-1~~~s~~(.,.L~ NOTES: 1 1------, 12"MIN ,.......,..__,..__,..----;;::=\I ::::;::::::;::;:::;::::::;----t-1:,-';,2" M IN . 1 #6 @ 12" EW EXISTING SEWER PIPE ELEVATION VIEW A-A NTS PIPE SIZE (I.D.) A B C D 8" -24" 60" 6" 36" 24" 27" -36" 72" 7" 36" 32" 39" -54" 84" 8" 36" 1. MANHOLE DEPTH GREATER T PLANS. SEE PLANS FOR P. O', DIMENSION 'A' PER SIZES OVER 54". 2. MANHOLE BEDDIN APPROVED EQ ALL BE MIN. 12" ROCK BEDDING OR 3. P SHALL BE INSTALLED OR PROVIDED AT EXIST SEWER INSTALLATIONS. PVC LINER SHALL NOT BE IDED AT FORCEMAIN ACCESS. PVC-LINED NEW MANHOLE FOR EXISTING SEWER NO SCALE g DATE APPR. NEW MANHOLE SHAFT SCORE LINE EDGE c_ I -->,- ---FLOW ( J.: I-=.-=--=--=- E XIS Tl NG_/ SEWER 7 PLAN VIEW NTS OD+ ~:r::r,;:;:JtJ:t"""" NEW MANHOLE BASE ---~-~--=-~ F~OW l ----+-'--/4--- 1 l -~ SEE DETAIL S-056 ILL W/ CONC & APPLY PVC LINER OVER TOP --=-~ l ,.< - I l -~ -=-=-aj --+--~~ #6 @ 12" EW SECTION VIEW B-B NTS UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • KEY NOTES: 0 0 0 0 0 0 0 0 @ G MANHOLES SHALL HAVE 4000 # (CLASS "A"), CONCRETE BASES WITH #6 (19 MM) BA E.W. SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. 12" MAY TO THE BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQ AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CL I/V CEMENT. CONTRACTOR TO SCORE EXISTING MAIN LINE SEWER AT SPRING LINE ORE POURING BASE. REMOVAL OF UPPER PART OF EXISTING SEWER SHALL BE DONE CONCRETE BASE HAS CURED FOR A MINIMUM OF 48 HOURS. CHANNEL AND COVERED WITH PVC LL BE APPLIED BY MEANS OF AN MANHOLE SHELVES SHALL BE SLOPED 1 / 4" PER FOOT LINER WITH LOCKING EXTENSIONS. THE PVC LINER EPOXY-TYPE MASTIC. INSTALL NON-SKID SURF MANHOLE SHELF ON BOTH SIDES OF MAIN ON PVC LINER OVER THE COMPLETE LINER MANUFACTURER RECOMMENDATION TRANSITION BETWEEN HORIZONTAL S NEL PER THE SPECIFICATION OR APPROVED PVC ANGLE STRIP SHALL BE USED FOR THE AND VERTICAL CHANNEL. CORE DRILL (DIA=OD + 2") P ENT OR DRAIN TO EXIST OR NEW MH WHERE SHOWN ON PLANS. FILL ANNULAR SP. WITH NON-SHRINK GROUT (TYP) . THE SOFFIT OF AL SOFFIT. ALL L FLAPS INST ERAL PIPES SHALL BE AT THE SAME ELEVATION AS THE MAIN PIPE AL INLETS 12" DIAMETER AND SMALLER SHALL HAVE PVC WELDED GAS SIMILAR TO DRAWING S-056, UNLESS OTHERWISE NOTED BY THE ENGINEER. PVC LIN 0TH ALL BE PLACED THROUGHOUT THE CHANNEL AND PVC TURN BACK ON VCP OR E SHALL BE A MINIMUM OF 6". NOT USED. MANHOLE SECTIONS AND GRADE RINGS SHALL BE REINFORCED, MADE FROM CLASS II/V 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 FLAT TOPS MAY BE USED WHEN APPROVED BY THE ENGINEER. THE KEYLOCK JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1 ¼-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 A 6" MINIMUM WIDTH OUTSIDE JOINT 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 DETAIL S-055/C5029. 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 AFTER PLACEMENT OF ASPHALT. SEE DETAIL S-055/C5029. 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 PER ASTM C-1244 UNLESS NOTED OTHERWISE. MANHOLES SHALL BE BACKFILLED WITH 1-1/2 SACK SAND/CEMENT SLURRY TO STREET ZONE OR AS REQUIRED BY LOCAL AGENCY. @ IN PAVED AREAS, PAVEMENT AND BASE COURSE SHALL BE REPLACED IN KIND. 90 DETAIL S-054 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 2 9 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 8 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL S-055 DETAIL DDETAILS-057 DETAILS 4 C5029 MARK ALIGN MENT MARKS (BOLTED COVERS ONLY) A L BLIND LIFTING POCKET (2 EA) SEE DETAIL BO LTE D COVER 8 PLACES (TYP .) 1/2" X 1 1/2" TYPE 316 S.S. HEX HEAD MB. USE WITH 1/8" X , .. RUB BER GASKET PLAN GLUED TO FRAME\ CLEA~4?PENING RA ISED DIAMON D TREAD 3" TALL LETTERS 1" TALL LITTERS A J 1 " DIA LIFTING HOOK (3 @ 120 DEG. OR 4 @ 90 DEG.) 2. --u:-Ir 1· s EcTroN A-A 3 16 S.S. HEX. BOLTS 7 q ) 11· 1• RUBBER ~~-~ f COMPOSITION ½' GAS KET (I " X BLI ND LIFTING POCKET DETAIL .-<...L.<1..UL.-j 1 /8") GLUED • TO FRAME NOTE: BOLTING/SELF-SEAL DETAIL 1. COVERS SHALL BE TRAFFIC GRADE. 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 SHAL L 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 ALL INTERSECTIONS. 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 114" WHEN THE COVER IS SLID TO ONE SIDE. BOLTED MANHOLE - FRAME AND COVER NO SCALE ~ DESCRIPTION DATE APPR. CONCRETE COLLAR. MAY BE CIRCULAR OR SQUARE PLAN A.C. PER PLAN. MANHOLE FRAME AND COVER PER DETAIL S-054/C5029. VERIFY REQUIREMENTS OF GOVERNING # 4 GRADE 60 REBAR HOOPS. 2 PLACES AGGREGA.~TE~.,.. BASE PER PLANS MORTAR JOINTS NEW OR EXISTING------i CONE NOTES: AGENCY CROSS SECTION 12" MIN. 24" MAX CLASS "B" (3250 psi) QUICKSET CONCRETE 1. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS, SET FLUSH WITH PAVEMENT TO 1 /8" HIGH. 2. 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 IN CASE THE TOTAL HEIGHT OF GRADE RINGS WOULD OTHERWISE EXCEED 24 INCHES. 3. REPLACE ALL AGGREGATE BASE REMOVED DURING ADJUSTMENT WITH CLASS 'B' CONCRETE. 4. SEAL HOLES IN THE COVER WITH DUCT SEAL MASTIC. MANHOLE ADJUSTMENT TO GRADE NO SCALE Nu rt_-s .. /) ADDIT!DNAL COLD PLANlNG MAl' B[ .~[QUIR[D AS lJU[,R/1/N[D BY THF" F"NGINFF.". 2) COUJ PLANING AIID PAVING SHALL B[ R[Q/JJR[D IJH[N CONSTRUC TION JOINTS DR [X!ST/1/G TR[NC/1 LIN[S AR[ l✓ITHI/1 5' OF PROPDS[D CONSTRUCTION JOilJS. 3! R[STRIP[ TRA'FJC LAN[S/MARKil'/GS WITHIN R£1/0VAL AREA AND ANY OTH[R TRAFFIC STRIPING DAMAGED rJUR!NG CONSTRUCTION 4) CDNCR[T[ PAVEMENT RESTORATION SHALL B[ IJ£N£L£IJ PER STD-105-L-B. 8' T.4ICK MINl/1UM CLASS 560-C-2250 I/ITH NUl1B£.R 5 !/Dw'[LS , 18' DC. I/ITH EPOXY CCAT/1/G. 5) S[[ STAT[ DF CAL!FDRN[A D[PART-'t[NT OF 1/AT[R R[SOURffS VATf.R V[LL STANDARDS BULLUIN 74 -81 FOR 1/[LL ffSTRUCT/ON AND S[AL/NG MATERIAL STAN!JA.~DS [X PA V[M[NT-- NJN. ' T --/ . R£PLAC£ 1,/lTH 1,. THTCK[R ___ / •• ·_·::.·:::: ••••••••••• - ASPHAL T PA vrnrnr TD f/ATC/1 CX/S,ING . - - ----;;,; ····:-:-:~-:-,•,·.·.·.·.·_·_·_·,··_ •••• -... ,.-... · ... . • \///~~,--·..-.... •. S[ALJN6 H/.l r[RltiL-/ '.)\\(\ ::::::::::;::::::: fiA~V~~i ;:Lri~£;4~~l {(): : : ; ': "~" ""'~" ~ .. ~'" Ii: i C Ii .-.. • -.. -:• .. ' -... ' ·, -- -. . . . -. -,--_ . - ::(:~-· ·_,::. :_:.:;:~::::·")· . -. . . . - - -- -' -..... . ·, . . . . ... ·.• -.... ' . --·:·:/: _. ·-·.::_.·.'.•.·:-··.·.--:· .. •. ';-'. :-"::"::::::·/-:-~:_:::_..,: __ :_)i_::·:_: . .<. •/ : /I NOTE: [X. PA V[N[NT MIN -DGW[L 1. THE CONTRACTOR SHALL ABANDON GROUND MONITORING WELLS, P-1, P-2, P-3, P-4, P-5, M-1, M-2, M-3, M-4. 2. ALL GROUND PENETRATIONS USE FOR DEWATERING PURPOSES SHALL BE ABANDONED PER DETAIL SHOWN AND AS REQUIRED IN SPECIFICATION SECTION 02278. CAPPING DETAIL MONITORING WELLS NO SCALE ~ 24" MIN. 4" MIN. NOTE: RESTORATION PER DWG C5017 REMOVE EXIST TANK ROAD IN TRENCH CLASS A CONCRETE 4" MIN. 3" MIN. SECTION 1. CONTRACTOR SHALL REMOVE INTERFERING PORTIONS OF TANK ROAD TO CONSTRUCT ACCESS AND ROUTE VENT PIPE TO EXISTING OCSD SEWER MANHOLE. SINGLE OR DUAL VENT OR DRAIN PIPE TRENCH NO SCALE ~ 91 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 3 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 9 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 1 DETAIL 2 DETAILS 5 C5030 MARK 2-118" X 114• Se.e Note 2. Cu rb Orfsel See Nole ,. 3/B" Th readed In wrts Cenler<1d In Recess (See Noles 4 and 5.) --t----,t,o 5" Cover Necking ------VaultCover -76" -----•I ,__ ____ Manhole Cover-49"------►I Cover Plate 1 I I •1 Manhole Cover I I I (j_ I Cover Plate 2 11 Cover Pia le 3 I CIL • •1 I I I I + Curb To~ (4 Sides) -► ~-------------~ Gutter "-Vault Cover 2-1/8" ll 1/4" Recess (See Note 2.)---.... Cover Necking 2" x2" x 114" Steel L 2 Re9ulred Cover Plate 1 Cover Plate 2 . . . ... ·-... .. • • 41 . ... • " -.. . . .. .. : Fron t View PLAN (Sae Note 2.) --a 1 • Dia. lift Hole (2 Places) Variable • Length 114" Steel Floor Plate .+-- 5" 1· 5" Cover Plate 3 Q I •-t 1. Curb Face "---Vault Cover Gutler Line - • 7116" Holes CountersunK for 318" S.S. Flathead Screws (3 Places MIN) ~---26-9/16" ---- 2" ·x 2" x 114" Steel L 2 Require d (See Note 2.) ~--a Side See Note 4. Cover Plate #1 3" 13/16" ,., __ r; Threaded Hole 1• 't. for 318" S.S. Flathead Screw 1" 1" Dia. Lift Hole --+-----m (2 Places) Top -~ I I I 1. I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 f--H- I 11 I 11 I 11 1-H 7 • 3/4" Plate 2 1"Plate3 7/16" Holes Countersunk for 3/8" S.S. Flathead Screws (2 Places MIN) ~-+-Angled Floor Plate kcc::___+-_______ ;:::::::::=====-~~~----Face (See Nole 3.) 26-9/16" See Note 4. Caver Plates #2 and 3 Top PLATE DETAIL DESCRIPTION DATE APPR. REMOVABLE CURB AND COVER FOR MH UNDER CURB ....-- NO SCALE NOTE(S): 1. DETAIL CREDIT: SOUTHERN CALIFORNIA EDISON UNDERGROUND STRUCTURE STANDARDS, MS 870. 2. THE THREE-SIDED OFFSET CURBING AROUND THE VAULT NECK, OR MANHOLE NECKING, SHALL BE CONSTRUCTED TO THE DIMENSIONS OF THE EXISTING OR PROPOSED CURBING. 3. A 2-1 /8" WIDE BY 1 /4" DEEP RECESS SHALL BE PLACED ON TOP OF THE OFFSET CURB, AND CURB FACE, AS SHOWN ON THE DRAWING. 4. THREE PLATE COVERS ARE REQUIRED FOR 4'x5' VAULT COVERS. MANHOLE COVERS REQUIRE TWO PLATE COVERS (PLATE #1 AND 3). 5. THREADED 3/8" INSERTS SHALL BE PLACED IN THE 2-1 /8" WIDE CURB RECESSES, TO THE DIMENSIONS SHOWN ON THE "TOP VIEW" DRAWING. A MINIMUM OF FIVE INSERTS ARE REQUIRED FOR THE 4'x5' VAULT COVER, FOUR A MANHOLE COVER. 6. WHENEVER THE PLATE DEPTH EXCEEDS 36", AN ADDITIONAL INSERT, EQUALLY SPACED, SHALL BE PLACED INTO THE RECESS OF THE OFFSET CURBING SIDES. 7. FOR STEEL COVER PLATE DETAILS, SEE PLATE DETAIL BELOW. NOTE(S): 1. DETAIL CREDIT: SOUTHERN CALIFORNIA EDISON UNDERGROUND STRUCTURE STANDARDS, MS 870. 2. NONSKID 1 /4" THICK STEEL FLOOR PLATES SHALL BE CONSTRUCTED TO THE DIMENSIONS SHOWN. SEE MS 860 FOR THE PLATE LOCATION SEQUENCE ON CURB OFFSET. 3. THE 2"x2"x1/4" STEEL L SHALL BE WELDED TO THE TOP AND ANGLED FLOOR PLATE FACE. 4. ANGLED FLOOR PLATE FACE MAY BE BENT OR WELDED IN PLACE TO THE TOP PLATE. 5. ANGLE AND DEPTH OF FLOOR PLATE FACE SHALL MATCH STANDARD CURB. 6. A MINIMUM OF SEVEN 3/8" STAINLESS STEEL FLATHEAD SCREWS ARE REQUIRED FOR THE 4'x5' VAULT COVER PLATES, AND A MINIMUM OF FIVE SCREWS FOR THE MANHOLE PLATES. 7. ALL PLATE COVERS, AFTER FABRICATION, SHALL BE COVERED WITH ONE COAT OF SUBALOX #511 FD PRIMER, AND THEN WITH ONE COAT OF SUBALOX #5FD LIGHT GRAY PAINT. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA "'" :c D w ;i.; c;, z r :.: :::, 0 :::;; ALUMIN UM CAP ,_ I C, ii:i :C. ~ 0 n. 4" GROUT~ BRACKET AR M 240 V, H.P.S_ CUTOFF LUMINAIRE (FOR 70, 10 0 , 150, 200. OR 250 WATT LAMP) WI TH ENCLOSED REGULA TOR l'l'PE BALLAST PHOTO EI.ECIRIC CELL RECEPTACLE, CHARCO AL FILTERED OPTIC AL ASSEMl3L Y, ANO TYPE ill 01sm1a u n oN. G.t. M-:250 A2 REMOVABLE POWER MOD.UU" DOOR LUMINAIRE cu r OFF OPTI GS OR PRE-APPROVEO EQUAL. AMERON CONCR ETE POLE MI X 37 OR APPROVED EQUAL AMEIRON BRACKET MOUNTING POLE CAT. ARM HE IGHT HEIGHT NO. ALUMINUM 6-Cl-2-3-fB a· 29'-51" 26'-.J" NOT-.S: 6 -t-1 -28-:FB B' 34'-9" 31 '-3" 1. BR ACKET ARM, MOUN TING ANO POLE HEI G:HTS TO BE SHOWN ON PLANS. 2. 3'-0" ()IA. CIR CULAR FOUND ,H l DN MA'I' BE USED IN PLACE OF 2'-6" SQ. FOU NO-ATION. 3. ALL. 6 ASES SHAU. BE POURED 11'0 4'' BELOW SIDE WAL.I< GRADE. 4. THE ARE A AROUND ALL STANDA.RDS 'SHALL BE FORMED AND POURED WITH GROUT TO' EXTE ND 6" ON EACH S!OE AN D BACK OF STANDARD' AND FROM BACK, Of'" CURB TO F',RON T OF STANDARD. GROUT SHALL BE POURED FROM TOP OF B AS£ IO SIDEWALK GRADE. GROUT SHALL CONSIST _OF 2 PARTS SAND AND 1 PA~T GEMBNT. 5. E:ACH POlE SHALL HAVE A PULL BOX. SEE DETAIL 2/C5031 6. FUSE HOLDER IN ADJACEN T Plll..L SOX, SEE DETAIL 3/C5031 7. ALL TI-I REAOED CON NECTl:ONS: SHALL HAVI': PRE-APPROVED ANl l-SEJZE COMPOUNO·. B. SEE POl E U:VEUNiG DETAIL TO TH( RIGHT. 9. FOR POLE WI RIHG , SEE CNB DETAIL 3/C5031 GAL V. STEEi.. NU1 ---1 GAl V. STEEL WASHE;:RS ___,~ ... b; ........ ";;t ......... ~ .......... :;: .......... :IT1", .... ,~ .......... t:m ... " .... ;j" ...... a_ ... ---, GA!.V, STEEL NUT----1 POLE LUG FOUNDATION SET BACK PER PLAN & A-DA REQUIREM ENliS ------ ,,-+-DOOR OPENING !"ACES ST"REET SEE FOOTING DETAIL 1/C5031 14'-¾" SQ. 0 ,:! ---------.----,----.. ANCHOR BOLT INSTALL ANTI -SEIZE COMPOUND TO TIHRE.ADS LEVELING DETAIL DOOR OPENING !'"ACES ST"REET ELEVATION BASE DET.AIL CITY OF NEWPORT BEACH LIGHTING STANDARD TYPE II NO SCALE SEE DETAIL 2/C5030 SEE DETAIL 3/C5031 below DETAIL 1 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 3 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 4 9 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING DETAIL 2 DETAIL 3 DETAILS 6 C5031 MARK (\J -I ...... (\) ...... f /"Af.J t:1-lO~ BOLT$ r (5 El?-De-TAIL) !' 2" 7" - ~ r-,.__ ·-.. . ,c 11.J -~ ... I . . 4'-o" = •• , . '5 I -fl) • -. . I • •• • Q J I -"- Z. n CLEA~ . d) . (\J ' <( ' J -u\ 3 '' CLE-AR • • ~ 0) • -· ~ BOLT AIZ.~ANGEMl=-Ni AND l"ROJt:-CT!ON TO SUIT BAS€ ASSE/V18LY P~ CITY OF Ni!:Wr'V~ 8F4CH • • 2. _,,, 4- ~e,W~(:->-J 801...T WAS He R ~ 4 ,o; 4-"~ ft. WA'!>l-ll=R AND )..{!=X I-IEAD l30LT Pl.AN ~ it:JP OF FOOTING NTS ANCJ-lO~ ~OLT 'Dc'TAIL NTS z. '-CJ" v i.. () POLE ($~~ t.t De-TAIL) . ' •4 c! G," I~ .. V) Ill ~ ..... It ~ . ~ .s \)) CLE-Aft ~ DESCRIPTION c.'-7" ---+----... -1-(!. G," I I I'-l," .--•4(!1'2." TOP (BOTT. \.---+----:-4L....++-----::=--=1° S I DE-WALK. MAT!::-R!ALS CONCP.E-TE: • • • • • ,.,.--4.. S'-tr.!' FOOTING Se-C. tlON NTS 3000 PSI@ 28 DAY'S REINFORCING: AST/'11 A6./5 C:,ltAOE G.C ~Et.NFOR.CING BARS BOLTS: 'l.-•4-cA . !=AC.E-A5T/\l'I A"3O7 OR BETTER. >< C,,'-0" PROP IC::." W 0 ® NOTES ~XCAVArE "TO l3OTTOM OF CONC. FOOTING.. Ir:: DRY, FOLLOW SOIL PREP NOTE ® ,'!,,=CLOW. COMPACT EXPOSED SUB-BASe W/ I-IAND -TAfYIPc-R TO 90 ?o COMPACTION. [,= GR.OUJ\.JOWA"r~R 16 ~~l:SeN"T IN t=-OOTING. E-XCAVATION, €-XCAVATE-12" BELOW BOTTOM 01= F-OOTING. PLAC~ AND COMPACT IZ "---., 3/ 4" GRAVEL BASE. LIGHTING FOOTING NO SCALE DATE APPR. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA s·-o~ MAX. CITY PULLBOX 1· OR I¼~ " PVC CO\IOVIT WllH J 'MRES AS PER PlAN, AND BELOW ' I J I , . r-+-1 rN' ~~~WI'?.. ~I~ ¾~ CRUSHED ROCK BASE INSTALL (2) PER eox , ,r )I 4~ 11 ,r C0killi.40N RED BRICK. . ' SECTION A-A . ' . EISU ENTERPRISES NO, J-JS: F' PULL BOX OR PF!E-APROVED EOUAL MARKED ~STREET LIGHT HIGH VOLTAGE• 1" ~ 1½· e PVC CONDUIT wrn·t J WIRES AS DETAILED, BELOW NOTE: IF 5 OR MORE CONDUITS FUSE Hot..Dl;R AS PER TERMINATE: IN BOX, USE EISEL CNB STD-205-l. ENTERPRISES NO. S F. ~ ~--'~-t+------.. 1¼~ Ill PVC CONDUIT CURB FACE NOTES: 5' ~A.X. TO ((_ OF STREET LIGHT TYPICAL PULL BOX REQUIRED AT EACH LIGHT STANDARD ! ALL CONDUIT SHALL BE 1,V.." mA. P,VC .. SCHEDULE 40, UNLESS SPECIFIED OTHERWISE. Pm PLAN 2. SEE CNB FUSE HOLDER &: !/,'IRING DETAILS. 3. AFTER CONDUCTORS ARE INSTALL AU CONDUIT ENDS SHALL BE SEALED WJTH DUCT SEAL OR PRE-APPROVl:D EQUAL 4. NO CONDUIT RUN SHALL BE GREATER THAN 180' BETYJE.EN PULL BO>:'.£$. 5. PULL BOXES SHALL NOT BE INSTALLED IN DRIVl:WAYS, RAMPS OR BETWEEN TI-IE B.C.R. & E.C.R. PULL BOX NO SCALE ~ CIRCU IT SPLICES SERJES (S KV) {OVERLAP APPLIES TO (NOT TO SCALE) EACH ENO OF SPLICE) THOMAS & BETTS ,,i2□-8 CONNECTOR (USE APPROVED CRU,APING TOOL) STREET LIGHT OR BOLLA.RD .#8 AWG, SOLID COPPER. 5000 VOLT STREET UGH TING CABLE 3M/SCOTCH BRAND 1/23 RUSSER TAPE, TO OVERLAP MIN. l 8 &: FlLL DIAMETER 3M/SCOTCH BRAND H33 \'1NYL TA.PE. TO OVERLAP 1" (MIN . .3 \I.RAPS) l20/240V CIRCUIT SPLICES JM/SCOTCH BRAND SC◊TCl-t KOT[ SEA.LANT 0\rERALL r.-·-1 -THOMAS & ems 2D-8 CONNECTOR ~SEE DIMENSION. LEfT 18 AWG _,RE {TYP.) GENERAL NOTES: 3M/SCOTCH BRAND f/23 RUBBER 3M/SCOTCH BRANO 1-33 \IIN'rl {MIN. 3 WRAF'$) 3M/SCOTCH BRAND SCOTCH KOTE SEALANT lliOMAS & BETTS 600V C-TAP. SERIES S47XX. AS REQUIRED. US£ APPROVE□ T&B TOOL, PER MANUFACTU RER 1. All phose conductors sholl be sfronded copD&, THWN, ide11lified b,y a contlnuotJs, disl:lnct, color-coded lnsuloliol'I, 2, Circuit p1Jirs for 240V conduclor.s sholl be of two distinct colors, continuously troce1Jble from luminoire lo eirwit breaker, J With !he exceptlo-n of the first. 2~ diometl!'r conduit from the se!Nicl!' cabinet lo lhe first odjocent pullbox, no conductor lnsulolion-color shall be dupllcoled ir-. ony conduit run, Wires of different AWG slz:es moy rep-eot colors in the !;Orne conduit fun. 4. Circuit grounds shall be 'fl8 AWG bore, solid copper, spliced using Thomas & Betts 'C-Top's os shown , obo\l'e. Ground conductors to luminoires may be reduced os per specification 5. Croy (277v), 'Nhite, or 'lw1"ii\e wltl'I eOlor-.sttiped 1n,v1ot1or, :sl'l!!!II t,<'J, 1.1:sed only fOt' Lhe neo,1t,01, Of grounded-eond;;etor. -y_,._.,_..L_,: 3 LAYERS OF .3M ELECTRICAL ~ 1APE NO. 23 OVER .3 LAYERS OF 3M TAPE NO. 33 OR EQUAL (TYPICAL), RUBBER BOOT NOT ACCEPTABLE, COAT WITI-i SCOTCH KOTE SEALANT. ~---!LOAD Mf.1;_ GOULD SERIES GGU5, 5 AMP UNLESS SPECIFIED OlliERWlSE. FUSE HOLDER IN PULLBOX TRON !,HEX-AA OR EQUAL TYPI CAL FUSE HOLDER UJMINAIR( & LOAD-SIDE OF' F'USE HOLDER COPPER CONDUCTOR SIZING STANQARP PHASE CONDUCTOR GROUND CONQUCTOR• 510-200-L /110 TH'NN STRANDED 1/12 THWN, Solid or Stranded SID-201-L ;fl2 THWN STRANDED #12 THWN, Solid or Stranded S10-202-L-A #~2 lHWN STRAN DED #12 TI-tWN, S(>J"id Ot SVO!'ldtd ST0-202-L-8 #1 2 TH'MII STRANDED #12 THWl'J, Sciid or Stranded *NOTE: SID-203-L i1 D lH'NN STRANDED 1/12 TH'NN, Solid or Stranded Terminate ground conductor In fixture using appropriate. Thomas & BeHs 'Sto-kon' brand, Serles ·c1 0·. non-lnsuloled fork termlriol. CIRCUIT SPLICING, WIRING ,.--...., NO SCALE LIDO P.S. BAY BRIDGE P.S. COAST HIGHWAY BAY BRIDGE VAULT PIT DO V E R D R . ROCKY POINT P.S. NE W P O R T B L V D . CHANNEL BITTER POINT P.S.SU P E R I O R A V E . B A L B O A B L V D . NEWPORT RI V E R S I D E A V E . TU S T I N A V E . UP P E R N E W P O R T B A Y TO PLANT 2 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ G - G E N E R A L \ 0 5 - 6 0 - G 0 0 1 6 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 5 0 p m X R E F S : 0 5 - 6 0 - G D B D R DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING CROSS OVER 1 CROSS OVER 2 CROSS OVER 3 LEGEND G0016 PHASE 1 WEST LIDO CONSTRUCTION NTS 30" FM t TASK C-5d C-00516 C-00508 C-00507 C-00520 TASK C-9b 32" FM 24,, FM C-00519 36" FM 24" C-00 11 C-0 510 ASK C-5c TASK C-9a TASK C-11 b C-11 al ITASK C-3bl TASK C-5f Y-----i TASK C-5 _____,TASK C-4 -00 C-00568 TASK C-5e __,. C-00744 TA SK C-3a I------' 36" D.I.P. TASK C-2 2" EAST FM ·------TASK C-6b C-00505 TASK C-6a DUAL FM 32" HDPE 36" DIP. TASK C-10 ACTIVE PIPE SEGMENT ACTIVE WORK ITEM ASK ......____, TA S K C-1 NON-ACTIVE PIPE SEGMENT OR DEWATERED PIPE SEGMENT CURED-IN-PLACE PIPE (CIPP) SEGMENT TASK TASK I.D. FOR ORIGINAL 5-60 WORK SEQUENCE ~:::::::::::::====~ TASK TASK I.D. FOR 5-60A WORK SEQUENCE K)l OPEN PLUG VALVE i.i CLOSED PLUG VALVE LINE STOP BLIND FLANGE TUNNEL PIT CONNECTION TO EXISTIN1; FM BULKHEAD/LINE STOP C _OSED C, z -~ a: 0 ---1-----------------------------------------------------------------------------------------------------------1+- MARK DESCRIPTION DATE APPR. MM BC MB Brown AND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 106 5-60 o a: 0 (_) w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 1 0 4 3 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 5 2 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - S U R V 0 3 0 5 - 6 0 - V - T O P O 0 2 0 5 - 6 0 - C - U T I L 0 5 0 5 - 6 0 - C - H A L N 0 2 0 5 - 6 0 - C - H A L N 0 3 0 5 - 6 0 - V - T O P O 0 5 0 5 - 6 0 - C - V A L N 0 5 0 5 - 6 0 - C - U T I L 0 4 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 PROFILE NEWPORT BLVD. NEWPORT BLVD. 1 B C1043 WEST LIDO FORCE MAIN REHABILITATION BY CIPP STA 12+11.67 TO STA 18+74.92 3 4 5 6 8 3 44 8 1 21 10+00 -~-s----s----s----s----s-~-- S --0 -s----s---- CATV PH 5 PH 7 PH 3 Ar-(2) E • l 6-t-OO -~t --13 ., SE ~ H 14 I ~ o' \ '-°' -----1---1--_ --- 1-,n - \ I ·-· - ------ I --.. , ECTION , I I KEY NOTES 0 0 0 0 0 CONSTRUCT CIPP PIT WITH CLOSURE SPOOL AND MANWAY PER DWG C5014. CONSTRUCT CIPP LINER IN EXIST 24-INCH APPROX. OD DIP FM BETWEEN LIMITS SHOWN. CONSTRUCT CIPP LINER IN EXIST 24-INCH APPROX. OD HOPE FM BETWEEN LIMITS SHOWN. CONSTRUCT CIPP PIT WITH CLOSURE SPOOL, MANWAY, AND MANUAL VENT ASSEMBLY PER DWG C5041. PROTECT EXISTING NORTH/SOUTH RETAINING WALL AND FOUNDATION IN PLACE. UTILITY ABBREVIATIONS CATV CABLE TV E ELECTRICAL G GAS SD STORM DRAIN T TELEPHONE TS TRAFFIC SIGNAL WM WATER METER 15 , ____ I ____ I ____ I ____ I I /L I DETAIi CJ011 £5049 ~504Q l ____ rk,,,,,, ___ l ____ l ____ l ____ l ____ l ____ :I:----•:I-----:I __ -EL~E~C~&~l~c~A~TV~_I ____ , I I I el l I ~APIPROX. EXIST.I GRADE @ ~iiS I I I I I I I I (IE LOCf'I TION TO I ml I / I o I / Ii QF EXIST. WEIST FM PIPE m•l-w---l-----l-----l---/--l;lJAFlc.!lP...1.R"""'O..c.X--1...I MO,....CA:c...li!J.JJO.,!J.NJ........i,,Oc.J..EJ E..,:;X~ISti~ I I-BE VERIFIED) l-----1------1-----1----1-N-•.:------:--/-/---:•--cr l· rn I I , :-.,.---1~-~-=-~~-:------1-----I w Z ~ w ,----, RET ~INING WALL::: AND FOOTI( GS , 0 / /-------1 --------0 40 80 SCALE IN FEET I-w OCD 2 ciZ>-0 z <( 0 :::J ::::1: wVJ<( VJ<C:r:I <(IVJO CD 0::: I ow§13: W~<(VJ C, o:::_ z <( (.'.) z 0 z CLzo-Ww-VJ -0::: I-VJ . ~ (L w <( ::::1: I-I ::::1: _J z I-0::: 0 => w O VJ W Cfi LL 0::: W a: CD Z O 0::: 0::: - 0 wW VJ<( >IVJo::: 0 <( 1--0 I O VJ I I-0::: <( 0::: a: VJ>-LLwz (.'.) CD O w 0 Zo)-~O::: (_) 3:~0<(~ <(_<( \ \ -15>-----+---++-----+-----+-------<----+------+----+-------+----+-----+-- w 0::: > 0::: 0::: 00::::>0 a: 0::: 0 LL OCLO 0::: <( w 0 Z _J oowCD I I I 10+00 11+00 12+00 13+00 I HORIZ: 1 "=40' -1 I I I I VERT: 1 "=4' -1 I I 14+00 15+00 16+00 17+00 ,----+---+.__ ___ l ____ l ____ l ____ :I, ____ l ____ :I. ____ I __ _ I I I I I I I 18+00 19+00 20+00 w-:r:VJ 0::: ~ I-z w::::1:0° VJ 0::: w (L WOLL~ I LL -0::: I-z 0::: -w >w CD C, z -~ a: 0 --11---------------------------------------------------------------------------------------------------------------------t-+- MARK DESCRIPTION DATE APPR. MM BC MB Brown AND Caldwell UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 107 5-60 o a: 0 (_) w a: OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 4 0 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 5 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - V - T O P O 0 5 0 5 - 6 0 - C - D E T L 1 0 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWING NEWPORT BLVD.NEWPORT BLVD. 1 PLAN 1 PLAN 2 C5040 WEST LIDO FORCE MAIN CROSSOVER REMOVAL DETAIL MARK REMOVE EXISTING 24" DIP, 24" PLUG VALVES (2), 12" PLUG VALVE (1), AND CROSSOVER TEE PROTECT IN PLACE EXISTING 24" X 16" REDUCER EXISTING 16" WEST LIDO FM N Ol + N 5' EXISTING 24" ~ WEST LIDO FM CONSTRUCT CIPP PIT AND~ INSTALL 24" HDPE PIPING AND FITTINGS PROTECT IN PLACE EXISTING 24" X 16" REDUCER EXISTING 16" WEST LIDO FM N Ol + N SHEET NOTES 1. WORK ON THE WEST LIDO FORCE MAIN SHALL NOT PROCEED UNTIL THE WEST LIDO FORCE MAIN HAS BEEN ISOLATED, SHUTDOWN AND DEWA TERED. SEE DWG GOO16 FOR WORK SEQUENCE PLAN. 2. TRENCH EXCAVATIONS SHOWN ARE APPROXIMATE. 3. REPLACE IN KIND CURB & GUTTER, SIDEWALK, AND PAVEMENT. 4. UTILITIES NOT SHOWN FOR CLARITY. SEE SHEET C1043 FOR UTILITY LOCATIONS AND DETAILS. ~ EXISTING 24" ~ --------------~,WEST LIDO FM ' \ I I I FROM LIDO PS ==---------_____j_---m~ ____ __,_ -------TO PCH FROM LIDO PS ====---------..L-~~ ____ __,_ ---------I ---, TO PCH DESCRIPTION EXISTING CURB-~ AND GUTTER EXISTING 16" -- EAST LIDO FM -G INSTALL-~ BULKHEAD/ LINE STOP -G PROTECT IN PLACE-~ EXISTING 1 Q" GAS LINE ~-REMOVE EXISTING 12" CROSSOVER PIPING EXISTING 16" -- EAST LIDO FM ~-EXIST THRUST BLOCK NOTE: CONTRACTOR SHALL DETERMINE EXTENT OF DIP PIPE REMOVAL. DEMOLITION PLAN C\ NOT TO SCALE DATE APPR. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • --------,-----;: _t ===J=======!::!=l=i,========== ,_----'~11====±========----',,\ SEE Q TRANcs,iig~-~ -----------------------DETAIL 0 EXISTING CURB-~ AND GUTTER SPOOL DIP TO HDPE (DIPS) FLANGE OR COUPLED CONNECTION EXISTING 16" -- EAST LIDO FM INSTALL THRUST-~ BLOCK, BLIND FLANGE, AND LINE ST P -G -G PROTECT IN PLACE~ EXISTING 1 Q" GAS LINE EXISTING 16" -- EAST LIDO FM ~-EXIST THRUST BLOCK NOTE: CONTRACTOR SHALL DETERMINE LENGTH OF CLOSURE SPOOL ASSEMBLY AND COUPLINGS. PROPOSED PLAN C\ NOT TO SCALE 108 OF A 1 ORANGE COUNTY SANITATION DISTRICT DRAWING NO. 2 3 4 5 6 7 8 9 10 B C D E F PROJECT NO. DW G : P : \ _ P r o j e c t s \ 1 4 2 2 1 3 - O C S D 5 - 6 0 N e w p o r t F M \ 0 8 _ C A D D \ 2 - S H E E T S \ C - C I V I L \ 0 5 - 6 0 - C 5 0 4 1 . d w g U S E R : w t l e e DA T E : J a n 1 3 , 2 0 1 7 1 : 5 3 p m X R E F S : 0 5 - 6 0 - G D B D R 0 5 - 6 0 - C - D E T L 1 0 DRAWN BY: DESIGNED BY: (IF NOT 2"-SCALE ACCORDINGLY) LINE IS 2 INCHES AT FULL SIZE CHECKED BY: NEWPORT FORCE MAIN REHABILITATION DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 109 THIS DRAWING WAS ORIGINALLY APPROVED FOR CONSTRUCTION ON 3/2014 AND SEALED BY MARK OWEN BRIGGS, A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA NO. C036183 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. RECORD DRAWINGSECTIONB B DETAIL DETAIL A SECTION A DETAIL 3 2 2 3 C5041 WEST LIDO FORCE MAIN ACCESS STRUCTURE DETAIL WITH AIR VENT ASSEMBLIESMARK SEE DWG C5005 FOR CIPP CLOSURE SPOOL DETAILS (TYP) 36" DIA MANHOLE FRAME AND COVER J 36" FRAM DIA MANHOLE E AND COVER ACCESS STRUCTURE PLAN NO SCALE 2 60" DIA PRECAST REINFORCED CONCENTRIC CONE --NEW HDPE PIPE ----e /SEEe 36" 6" ~ ~ 12" 6" 12" MIN DESCRIPTION 1.-,;.1 I - ~:. I ··'\u /i·· 0 ..• MIN f '\ • ... ,, .. .. . _ .... TIT ',. • \ •·.\ , . . . . : . : •. ,' • v -· . : ,,-•. -~-i" ·: .... ii . '17' ' .:-' .... " .< -~ .... ~ "" _,)' ,,f-j.,.,. " if~ ~1 ,. ,. IS. ~ IS. ""' IS. l!,.l IS. .A"" .... ~ .,. I'-.... ""!...,. I'-P-.,.I'-,, ,. ,. IS. ~ IS. .. _,,:) ""' IS. //,,. IS. p,. ... ~ "" I"~ p,. Ji.,. "" .,.~;. p. __JS .,. I'- )' " ~ ,. r ,. J ,. I<. .] I<. J<.I I<. 1',J I<. .. .., .. .. .. NO SCALE 0 DATE APPR. K0 ~ v SEEe 3/4" CRUSHED ROCK OR CLSM AS PER PROJECT 5-60 36" DIA MANHOLE FRAME AND COVER 1--•1 / ; ··1 "'J->----,~\,-~. ---;--,..------.-,._---,_ :i------5 .-. <-,_.;> -36" 1 \,__~ I E i3 ,· 4\ ..... 12" ~ . • ' :.: i .. ' --~ "-J "-J J'-i ~_,;,.. _,;,.. _> _x_,, A SEEe -c=i-:;;;;::;;;;;:;;;;::;;;;::;;;;::;;;;::;;;;::;;;;;:;;;;::;;;i...::=B:::µ~-++--~ - - - - -11" ~ 1 ~-. ---:r ----------Cf------=+-- -_J_=::-::-::=":[ --------+I----+I- 1 or· MANUAL VENT ASSEMBLY DETAIL NO SCALE CD NO SCALE 0 3" 6" 3" - C ,q ~ 3/4" CRUSHED ~ ROCK OR CLSM AS PER PROJECT 5-60 r EXISTING FM KEY NOTES 0 0 0 0 0 0 0 0 PRECAST REINFORCED CONCRETE CONCENTRIC CONE 36" DIA MANHOLE FRAME AND COVER PER OCSD STANDARD DETAIL S-054 ON PROJECT 5-60, DRAWING C5029. PROVIDE BOLT DOWN FRAME. TOP OF MANHOLE COVER SHALL BE AT SAME ELEVATION AS ADJACENT SIDEWALK. INSTALL 17" HIGH RISER ON HDPE. 24" 316 SSTL BLIND FLANGE WITH 3" FLANGE OUTLET FOR VENT. INSTALL 3"x2" BUSHING IN 150# THREADED FLANGE. INSTALL 2" NIPPLE, BALL VALVE, AND PLUG FOR VENT. ALL AIR VENT COMPONENTS TO BE 316 SSTL MATERIAL. PERFORM FIELD MEASUREMENTS AND ORDER CIPP LINER, CLOSURE SPOOLS, AND COUPLINGS. WEST LIDO FORCE MAIN SECTION PIPE OD A B C STA 15+80.00 3" 6" 3" ,q ,d ,q_ . 4 ,d • : <I ' • ,q. ,:l .. .. 11· ·,d ,d . ,q 4 •• ;.. .. ,d ,q 4 ,q ,q ,• :4 ,q TYPICAL REINFORCED CONCRETE DETAIL NO SCALE EB A 24" ,q ,d 24" CLASS A CONCRETE 24" 109