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Home My WebLink AboutS_5269_SA B C D E 1 N1S PROJECT SITE 2 LOS ANGELES COUNlY ~llll!f.'tt lfl\11.l I.AHABHA tAUflf._13T Rr,J, tMl'ERIM. HWY B!'lEA PLACENTIA VICINITY MAP CITY OF NEWPOITT BEACH YORBA . LINDA IHVINE THIS PLAN !S SIGNED BY THE CITY OF NEWPORT f3fACH FOR CONCEPT AND ADHERENCE TO THE CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR O[SlGN ASSUMPTIONS AND ACCURACY. APPROVED STEVEN BADUM ·-PUBLIC WORKS DEPT. 3 4 5 6 7 8 CONTRACT NO. 5-58 NEWPORT TRUNK SEWER AND FORCE MAINS, BITTER POINT PUMP STATION TO COAST TRUNK SEWER JANUARY 2008 M t t ti 9 ·-OCSD WWTP No. 1 OCSO WWTP No. 2 CONTRACT 5-58 EXIST BPPS LOCATION MAP 10 CQl"FORMet) l)Q(}UM£JfT.S FOR CQNSTRUCffo-N Tr!i;A~f;NOA !$SU:EfJ tll;lt\lNG •. THE l!»tlfitf!!I~ PISJ;ttOO AR:E INCORPORATEO IN THE SE OOCUMtNTS. IF-~Rttf.fANe~S 8JED/,\Jl!:EN lH£$E OOCIJM!fllttS ANO THE Rt!S'PECTIVE 8'lOOING OOCUMENTS !NCt.\fOIN!1J-A001\\~ Mir: FOUNO, TrtE B~ OOCUMENTS WITH THE ORIGINAL AODENOA SHALL GOVERN. ALBERTO AC.• , ;iE. -PROJECT MANAGER '¼L..' "J, DRAWING NO. 5--58 A B C D E 1 \ OCSD \ , " \ WASTEWATER ',1l~TREATME~T • .PLANT NO.2 · .. . "'~ -'"'};:& . . \. _.; . ,.;';·,;;. , . , . , ., ... _ J•,?'·..;: ', ,, ' l I • .... ~:.:; ·,· 71,,,,i{' ••. ;~ J:li• 2 Y;'' ,·': '.'.2~·:;r.;~~~; ,v ""'-, ' ~\,:•· -~ . ·-.,...._ . }");..c; .•,. "-.. "\._ .... \ -~\> 3 4 5 6 • SHTNO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 DWGNO G0001 G0002 G0003 G0004 G0005 G0006 C1001 C1002 C1003 C1004 C1005 C1006 C1007 C1008 C1009 C1010 C1011 C5001 C5002 C5003 C5004 C5005 C5006 C5007 C7001 C7002 C7003 S5001 S5002 7 COVER SHEET 8 DRAWING INDEX DRAWING TITLE SHEET MAP AND DRAWING INDEX ABBREVIATIONS AND LEGEND GENERAL NOTES AND SURVEY DATA 9 PROJECT CONTACTS, RELATED PROJECT LIST, AND UTILITY ABBREVIATIONS HYDRAULIC PROFILE PLAN AND PROFILE STA 10+25.19 TO STA 18+00 PLAN AND PROFILE STA 18+00 TO STA 28+00 PLAN AND PROFILE ST A 28+00 TO ST A 38+00 PLAN AND PROFILE STA 38+00 TO STA 48+00 PLAN AND PROFILE STA 48+00 TO STA 58+00 PLAN AND PROFILE STA 58+00 TO STA 65+00 PLAN STA 65+00 TO STA 76+05.36 PROFILE STA 65+00 TO STA 76+05.36 PLANS AND DETAILS NOT USED PLAN AND PROFILE SAR TUNNEL AND PLANT No. 2 TUNNEL MANHOLE DETAILS JUNCTION STRUCTURE AND VORTEX MANHOLE PLAN AND SECTION SURFACE RESTORATION AND MISCELLANEOUS DETAILS CROSS SECTIONS SAR TUNNEL RECEIVING SHAFT PLAN & SECTION & MICROTUNNEL SECTION SAR TUNNEL LAUNCHING SHAFT BOTTOM PLAN AND SECTION LINE B CONNECTION PLANT NO. 2 CONSTRUCTION ACCESS ROUTE PLAN STANDARD MISCELLANEOUS DETAILS STANDARD MISCELLANEOUS DETAILS JUNCTION STRUCTURE STANDARD CONCRETE REINFORCEMENT DETAILS JUNCTION STRUCTURE SECTIONS 10 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 5-58 DRAWING NO. SHEET MAP AND DRAWING INDEX G0002 '. I , .. , N a, <D N ~ 0 .c A - B C - D - E 1 //////// //////// //////// . . . -x--x- . ' ' ' ' --110 - 1110.50! 112.50 / 112.00 i 2 I 3 I GENERAL EXISTING EQUIPMENT OR MATERIALS TO BE REMOVED TO BE BUil T FOR FUTURE REMOVAL NEW FACILITIES (SOLID) EXISTING (SCREENED) PROPERTY LINE, PHANTOM LINE OR MATCH LINE CEN TIERLINE HIDDEN LINE OR FUTURE IMPROVEMENTS WATER SURFACE NATURAL GROUND OR GRADE CIVIL GRANULAR MA TERI AL SUCH AS CRUSHED ROCK OR GRAVEL PAVEMENT IN PLAN (TYPE AS NOTED) AC PAVEMENT IN SECTION FENCE RAILROAD EXISTING GRADE CONTOURS (OR SCREENED) FINISH GRADE CONTOURS EXISTING SPOT ELEVATION (OR SCREENED) FINISH GRADE SPOT ELEVATION TOP OF CURB ELEVATION GUTTER OR GROUND ELEVATION SWALE OR DEPRESSION @ AT & AND L ANGLE If. CENTER LINE I::,. DEFLECTION ® NOTE DESIGNATION # NUMBER OR POUND fr_ PLATE OR PROPERTY LINE ± PLUS OR MINUS % PERCENT lb ROUND OR DIAMETER :::; SUM 89 SOIL BORING AND ~ DESIGNATION u HYDRANT 0 BURIED VALVE I CURB OR CURB AND GUTTIER OMH MANHOLE ! I I j CATCH BASIN □cs CATCH BASIN OR INLET -¢-STIREET LIGHT -0-UTILITY POLE D SURVEY MONUMENT b SURVEY CONTIROL POINT -6" W-fi!)-WATIER LINE, SIZE AND VALVE ----8" SS-----SEWER LINE AND SIZE -8" RW -RECLAIMED WATER LINE AND SIZE -G (HP)-NATURAL GAS LINE, SIZE IF KNOWN, (HP) DENOTES HIGH PRESSURE -p ---POWER CONDUIT -TOR C-TELEPHONE OR CABLE CONDUIT TRAFFIC SIGNAL 4 ~ ~fl (((([GJ 1111111!1111111 t0!YV1&~ I 5 I 6 ARCHITECTURAL/ STRUCTURAL CONCRETE REINFORCEMENT IN SECTION PRECAST CONCRETE MORTAR, GROUT OR PLASTER CONC MASONRY WALL SECTION, BRICK OR CAST IRON GRATING SPAN CHECKER PLATE STEEL OR STAINLESS STEEL ALUMINUM WOOD RIGID INSULATION BA TT INSULATION ~ IXI nnt:i llllllllllill11 tOR-+t-++- 00 e @ I 1 I NEOPRENE, RUBBER OR PLASTIC OPENING OR DEPRESSION IN SLAB OR WALL OPENING WITH GRATING COVER OPENING WITH CHECKER PLATE COVER JOINT FILLER WATER STOP HANDRAIL SLIDE GA TE OPENING AND DESIGNATION DOOR NUMBER ROOM NUMBER WINDOW TYPE FIRE EXTINGUISHER HOISTING HOOK AB ABAN ABC AC ADD'L APPROX ARV B&S BF BOP BPPS BTW BYP CDF CL CLF CMP co CONC COND CONN CONST CONT CPLG CV D DEFL DEMO DET DIA DIM DIP DISCH DR DWG E t--------------.....1.--------------1EA EC SECTION AND DETAIL DESIGNATIONS ECC 1----------------------------~EDB 1. SECTION CUTS ARE IDENTIFIED AS FOLLOWS: DIRECTION OF ~ SECTION LETTER ~ SECTION CUT A-( ~ 2. SECTIONS ARE TITILED AS FOLLOWS: "'--DRAWING WHERE SECTION IS SHOWN SECTION - DRAWING WHERE SECTION 3. DETAILS ARE IDENTIFIED AS FOLLOWS: IS ORIGINATED A. BY NOTE: "SEE DET 2/C1001 --"2" IS DETAIL NUMBER --"C1001" IS DRAWING WHERE DETAIL IS SHOWN 8. BY CIRCLING AREA TO BE DETAILED AND LEADERING OUT TO AN ENLARGED DETAIL OF THE CIRCLED AREA. 4. DETAILS ARE TITILED AS FOLLOWS: DETAIL . .,-...,_/ DETAIL NUMBER r 2 , - DRAWING WHERE DETAIL IS ORIGIN A TED 5. NOTES LISTED ELSEWHERE ON THE DRAWINGS ARE REFERENCED BY: ~ EF EJB ELEC ELEV ELL EP EPSA EQ EQUIP ES EW EXIST FC FGP FLG FLX FM FO FT FPS FPVC G GV MTD-(.) t---------------------------1 HOPE -~·-. ========--==== (P) POWER, (T) TELEPHONE, OR (C) PIPING IDENTIFICATION SYSTEM HHDGWL KS o:: ,,-...___,_ EDGE OF WATER; FLOWLINE CABLE MULTIPLE TILE DUCT BANK t------------------------------1 ~ WITH DIRECTIONAL ARROW HORIZ ::, "'o HYO rn 6"GLDI (PS) ) NEW PIPING 0 ~ "' ID ~cii 3'1 SLOPE (3 HOR. TO 1 VERT.) PIPING SERVICE ABBREVIATION ""' IE ,,; J, MATERIAL ABBREVIATION IN OR " 0 8 .. F INFO c, [:.' PIPE SIZE INV I w T T CUT OR FILL SLOPE; ro"' "'x --IRRIG I 7 ANCHOR BOLT ABANDONED AGGREGATE BASE COURSE ASPHALT CONCRETE ADDITIONAL APPROXIMATE AIR RELEASE VALVE BELL AND SPIGOT JOINT BLIND FLANGE BOTTOM OF PIPE BITTER POINT PUMP STATION BETWEEN BYPASS I CONTROLLED DENSITY BACKFILL CENTER LINE CHAIN LINK FENCE CORRUGATED METAL PIPE CLEAN OUT CONCRETE CONDUIT CONNECTION CONSTRUCT CONTINUATION, CONTINUOUS COUPLING CHECK VALVE DRAIN DEFLECTION DEMOLITION, DEMOLISHED DETAIL DIAMETER DIMENSION DUCTILE IRON PIPE DISCHARGE DIMENSION RATIO DRAWING EAST, ELECTRIC EACH ELECTRICAL CONDUIT ECCENTRIC ELECTRICAL DUCT BANK EACH FACE ELECTRICAL JUNCTION BOX ELECTRIC(AL) ELEVATION ELBOW EDGE OF PAVEMENT EFFLUENT PUMP STATION ANNEX EQUAL EQUIPMENT EACH SIDE EACH WAY EXISTING FLEXIBLE COUPLING FIBERGLASS PRESSURE PIPE FLANGED JOINT FLEXIBLE COUPLING FORCE MAIN FIBER OPTIC FOOT OR FEET FOOT PER SECOND FUSIBLE POLY VINYL CHLORIDE GAS GATE VALVE HIGH DENSITY POLYETHYLENE HEAD WORKS HYDRAULIC GRADELINE HORIZONTAL HYDRANT INSIDE DIAMETER INVERT ELEVATION INCH INFORMATION INVERT IRRIGATION J, ARROWS POINT DOWN SLOPE r 48"HDPE_(F'~) EXISTING PIPING -C:: / ,......._r-6''(PS' ---, FUTURE PIPING JB JUNCTION BOX ~ ~ ~ TIREES, SHRUBS OR HEDGE JS JUNCTION STRUCTURE 8 I 9 I ABBREVIATIONS LDCC LOW DENSITY CELLULAR CONCRETE LT LEFT TURN MFR MGD MH MIN MJ MW N NGAS NIC NO OR # NOM NTS oc OCSD OCWD OD OH OUT OUTF P/L P2 PCC PE Pl pp PVC PW PWTR Q RC RCP REF REINF REQ'D REV RS RT RW s SAR SBR SCH SD SE SHT SI SIM SPC SPECS ss SSWR STA STD STL T&B TDU TEMP TOC TOP TYP UK UNK UNO USA USACE VAR VCP VERT VPI w W/ W/0 MANUFACTURER OR MANUFACTURE MILLION GALLONS PER DAY MANHOLE MINIMUM MECHANICAL JOINT MONITORING WELL NORTH NATURAL GAS NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CONCRETE ORANGE COUNTY SANITATION DISTRICT ORANGE COUNTY WATER DISTRICT OUTSIDE DIAMETER OVERHEAD OUTFALL OUTFALL PROPERTY LINE PLANT 2 (HUNTINGTON BEACH) PORTLAND CEMENT CONCRETE PRIMARY EFFLUENT, POLYETHYLENE POINT OF INFLECTION, PRIMARY INFLUENT POWER POLE POLYVINYL CHLORIDE PLANT WATER PLANT WATER FLOW REINFORCED CONCRETE REINFORCED CONCRETE PIPE REFERENCE REINFORCEMENT OR REINFORCING REQUIRED REVISION RAW SEWAGE RIGHT TURN RECLAIM WATER SEWER, SLOPE SANTA ANA RIVER FOUL AIR SCRUBBER SCHEDULE SANITARY DRAIN, STORM DRAIN SECONDARY EFFLUENT SHEET SECONDARY INFLUENT SIMILAR SPLICE CASE SPECIFICATIONS SANITARY SEWER OR STAINLESS STEEL STORM SEWER STATION STANDARD STEEL TOP AND BOTTOM TERMINAL DISTRIBUTION UNIT TEMPORARY TOP OF CONCRETE TOP OF PIPE TYPICAL UNKNOWN UNKNOWN UNLESS NOTED OTHERWISE UNDERGROUND SERVICE ALERT UNITED STATES ARMY CORPS OF ENGINEERS VARIOUS LOCATIONS VITRIFIED CLAY PIPE VERTICAL VERTICAL POINT OF INFLECTION WATER WITH WITHOUT 10 t-- 1-- z z - 0 I-ow -2 I-wVJOO:: -zw 0 LLo:::,> :=, zwoo a: :::, LL LL C., -I-wzw_J Cl) Cl:'.: :::, Cl:'.: _J <( <( <( z W I 0 OI<(VJ 0 Ol-o -z<t: a: Cl:'.: Z 0 wwwz 0 0.. W O W LL <.:)5'.~0 I-0 I-Zww-o: z O CD :r: w OVJl-;i ~ CD~<.:)Z :=, WO Z c.:, 0 :r: z O Cl:'.: f-<( :::, 0 0 Q_ _J 0 0 wow ZIYz:r: (9 o::0-f-:::, VJ f-z oow:r: 0 VJ f- 0 LL 5'. 0 w <.:) co :::, z I-VJ • -w VJf-OVJ 0 _zo w-w <( ::::;: [D C) ~ O::Jwz a: ZO:r:O wo,-o 0 Oo - LL 0 0 CD z <( (/) z w 0 W I <( I If-I-0 f- ~ [ 0 ~ /'----L--' JOS JOINT OUTIFALL SEWER /· JT JOINT i :,-r--r------------------.i,,-,,-,,----------~-:':".':'.::::":":"'.".'-"'."'."'~'.:':"-',--'"'.:':~~~-,--------------------,---_L;;.=-.:.,---------------------,------------------------"1"""...----------l- 0 0 DESIGNED BY: LI, XIANGQUAN -11/9/05 ~RofESS10,.., ~--•1r~ NEWPORT TRUNK SEWER AND FORCE MAINS PROJECT NO. i: DCRHAECWNKEDBY8:Y :~~:~RJO~~~x_-1;1 1 ~9/~~5 P;~utJti~:~t Ill, ~'1~-ORANGE COUNTY B.P.P.S. TO COAST TRUNK SEWER if& 1--_J__ _________ __J____J__J-__:;:;_:;;::::::::::..I ..:::.:• .:.;::~1N:::::E 1==s~=1N=cH=Es=.= I ====---:~/ 11o~f:i:' ~; BLACK & VEATCH ~\'!! SANITATION DISTRICT I AT FULL SIZE ~ Exp. 30112009 ~ 0 i:o ~ 0 ro .. w ,fl'~ CIV\l <~<>,."" Black & Veatch Corp t· l>C> "', ~ 1-<C MARK DESCRIPTION (IF NOT 2"-SCALE ACCORDINGLY) ' OF c•L\,v ora ion 71 ""'' "' 0 0 DA TE APPR. 0 Los Angeles, ca1nom;a "'-' I 5-58 ABBREVIATIONS AND LEGEND DRAWING NO. G0003 3 OF 28 I I I I I I • ,} A - B - C - D - "' 0) <O "' ~ 0 .c E -a:: w CJl :::, a:: 0 a, 0 (.!) o> I ~ 00 --0 I{) • I ~ I{) 8 .. F (.!) [2 1w 00 a:: IO X I ~ "' '° E 0) a. <O I{) r<J 0 /· 1 I 2 I 3 I PROJECT SURVEY FOR NEWPORT TRUNK SEWER AND FORCE MAINS TWO SURVEY SYSTEMS ARE USED IN THE DRAWING SET, STATE SURVEY SYSTEM AND PLANT NO. 2 SURVEY SYSTEM, AS DESCRIBED BELOW. PLANT NO. 2 SURVEY SYSTEM IS USED FOR ALL PROPOSED FACILITIES INSIDE PLANT NO. 2 AND STA TE SURVEY SYSTEM IS USED FOR ALL PROPOSED FACILITIES OUTSIDE PLANT NO. 2, UNLESS OTHERWISE NOTED. STATE SURVEY SYSTEM BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6259 AND STATION GPS NO. 1541 BEING N68.50'40"W PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. COORDINATE DA TUM COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (OCS83), ZONE VI, 1983 NAO, 1991.35 EPOCH OCS GPS ADJUSTMENT. ALL DISTANCES ARE GRID, UNLESS OTHERWISE NOTED. TO OBTAIN GROUND DISTANCES, DIVIDE GRID DISTANCE BY COMBINATION FACTOR 0. 99997283. BENCHMARK OCS BM 1J-58-80, ON SOUTHERLY SIDEWALK OF PACIFIC COAST HWY, 192 FT NORTHWEST OF CENTERLINE OF ORANGE STREET, 0.3 MILE SOUTHEAST OF THE SANTA ANA RIVER, ON THE WEST CORNER OF A 5 FT BY 6 FT CATCH BASIN OR DROP INLET WITH MANHOLE COVER MARKED "so", 4. 7 FT BACK OF CURB FACE ELEV. 9.365 NAVD88 1995 OCS ADJUSTMENT YEAR LEVELED: 1992 PLANT NO. 2 SURVEY SYSTEM BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BROOKHURST STREET BEING N38.02'50"E PER ORANGE COUNTY SANITATION DISTRICT PLANT NO. 2 HORIZONTAL CONTROL MAP DATED SEPTEMBER 23, 1982. COORDINATE DATUM COORDINATES SHOWN ARE BASED ON ASSUMED COORDINATES PER ORANGE COUNTY SANITATION DISTRICT PLANT NO. 2 HORIZONTAL CONTROL MAP DA TED SEPTEMBER 23, 1982. BENCHMARK OCSD CONTROL BM, BOLTED IN CONCRETE AT THE NORTHEAST CORNER OF METER VAULT ON HEADWORKS PER ORANGE COUNTY SANITATION DISTRICT PLANT NO. 2 HORIZONTAL CONTROL MAP DATED SEPTEMBER 23, 1982. ELEV. 7.00 ASSUMED CORRELATION BETWEEN TWO SURVEY SYSTEMS FOR CORRELATION PURPOSE, THE FOLLOWING THREE TEMP SURVEY CONTROL POINTS WERE SET BY DAVID BUSH, A LICENSED PROFESSIONAL LAND SURVEYOR, LS7052, AND WERE SURVEYED USING BOTH SURVEY SYSTEMS: COOR DINA TES POINT NO. PLANT NO. 2 SURVEY SYSTEM 231 232 233 N -539.060 E -187.867 N -575.462 E -47.097 N -570.523 E 385.846 STATE SURVEY SYSTEM N 2180083.386 E 6041875.336 N 2180045.614 E 6042015. 7 44 N 2180046.332 E 6042448. 714 DESCRIPTION MAG PK NAIL MAG PK NAIL PK NAIL 4 I 5 DATUM POINT NO. 231 232 233 PLANT NO. 2 SURVEY SYSTEM 6.91 8.77 12.46 STATE SURVEY SYSTEM 8.71 10.57 14.26 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 1. 2. POTHOLE INFORMATION APPROX. STA UTILITY DEPTH 13+19 (3) 10" OIL LINES FOUND (3) 10" STL PIPE, 2'-6" DEEP 51+79 (4) 10" SD FOUND (4) 10" PVC PIPE, 3'-3" DEEP GENERAL NOTES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR FURNISHING, INSTALLING AND MAINTAINING ALL WARNING SIGNS AND DEVICES NECESSARY TO SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND TO PROVIDE FOR THE PROPER AND SAFE ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE WORK THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING HOURS. THE USE OF FLAG MEN, BARRICADES AND CONSTRUCTION SIGNS SHALL COMPLY WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC). THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY LAWS AND ORDINANCES RELATING TO SAFETY ANO CHARACTER OF THE WORK, EQUIPMENT AND LABOR PERSONNEL. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SHORING OF TRENCHES, VENTILATION OF CONFINED SPACES, CONFORMANCE TO TRAFFIC CONTROL REQUIREMENTS INCLUDING THE PROVISION AND MAINTENANCE OF BARRICADES AND THE PREPARATION AND IMPLEMENTATION OF TRAFFIC CONTROL PLANS AS REQUIRED. I 6 I 7 I 8 I 9 I 10 GENERAL NOTES 3. THE LOCATION, PIPE DIAMETER, AND MATERIAL INDICATED AND/OR ELEVATIONS OF UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES SO THAT THOSE COMPANIES MAY MARK THE LOCATIONS OF THEIR UTILITIES PRIOR TO PIPELINE CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT (811) AT LEAST 48 HOURS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING UTILITIES AND TO FIELD VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES. THIS SHALL BE DONE IN ADVANCE OF CONSTRUCTION. THIS DATA IS PROVIDED SOLELY AS AN AID TO BIDDING AND SHALL NOT SUBSTITUTE FOR THE CONTRACTOR'S OWN UTILITY LOCATION RESPONSIBILITIES. 4. THE TYPES, EXTENTS, LOCATIONS, SIZES, AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES, AS SHOWN ON THESE PLANS, WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY, EXISTING UTILITIES AND STRUCTURES (UNDERGROUND, SURFACE, OR OVERHEAD) ARE INDICATED ONLY TO THE EXTENT THAT SUCH INFORMATION WAS KNOWN, OR MADE AVAILABLE TO, OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THE LOCATIONS, CONFIGURATIONS, AND ELEVATIONS OF SUBSURFACE FACILITIES AND UTILITIES ARE APPROXIMATE, AND NOT ALL UTILITIES AND FACILITIES MAY BE INDICATED. OVERHEAD UTILITIES ARE NOT SHOWN IN ARCHITECTURAL ELEVATIONS, PROFILE OR SECTION DRAWINGS. THE ENGINEERING INVESTIGATIONS, LOCATION, AND DESIGNATION OF SUBSURFACE UTILITIES INDICATED IN THESE CONTRACT DOCUMENTS HAS BEEN PERFORMED TO QUALITY LEVEL C IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRINCIPLES AND PRACTICES AS OUTLINED IN ASCE STANDARD AND GUIDELINE BULLETIN CI/ASCE 38-02 UNLESS OTHERWISE DESIGNATED. WHERE SUCH ACTIVITIES HAVE BEEN TO A HIGHER LEVEL OF QUALITY, THE HIGHER QUALITY LEVEL FOR THE AFFECTED AREAS IS INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS, AND DEPTHS OF SUCH UNDERGROUND UTILITIES. THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES NOR FOR THE EXISTENCE OF OTHER BURIED OBJECTS OR UTILITIES WHICH MAY BE ENCOUNTERED BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 5. FOR ALL TRENCHING EXCAVATIONS FOUR (4) FEET OR MORE IN DEPTH, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) DIVISION OF SAFETY PRIOR TO BEGINNING ANY EXCAVATION. A COPY OF THIS PERMIT SHALL BE AVAILABLE AT THE CONSTRUCTION SITE AT ALL TIMES. 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED POWER AND WATER SUPPLIES FOR HIS/HER NEEDS FOR THE ENTIRE PROJECT DURATION. POWER CAN BE PURCHASED FROM SCE AND PROVIDED WITHIN THE TREATMENT PLANT THROUGH EXISTING 12KV POLE. THE CONTRACTOR SHALL VERIFY ALL HIS/HER SUPPLY POINTS FOR HIS/HER POWER AND WATER NEEDS. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT, REPAIR AND/OR REPLACE IN ADDITION TO CLEAN-UP WORK AND POSSIBLE FINES AND OTHER COSTS OF ALL EXISTING IMPROVEMENTS DAMAGED BY HIS/HER OPERATIONS INCLUDING ADJACENT OIL LINES AT HIS/HER EXPENSE. EXISTING IRRIGATION SYSTEM LOCATED ALONG THE ROAD SHALL BE MAINTAINED IN OPERATION AT ALL TIMES; ANY DAMAGE TO THAT FACILITY SHALL BE REPAIRED WITHIN 5 DAYS OF DAMAGE OCCURRENCE. 8. ALL WORK WITHIN THE SANTA ANA RIVER MARSH AREA, BETWEEN SEWER FORCE MAIN STATIONS 38+50 AND 60+50 INCLUDING BUT NOT LIMITED TO EXCAVATION, PIPE INSTALLATION, STAGING, AND CONSTRUCTION ACCESS, SHALL BE LIMITED TO THE PERIOD BETWEEN AUGUST 1 AND MARCH 1. AS PER SPECIFICATION 01140. 9. THE CONTRACTOR IS ADVISED OF THE FOLLOWING CONSTRUCTION CONTRACTS THAT ARE ANTICIPATED TO BE UNDERWAY DURING THE CONSTRUCTION PERIOD OF THE NEWPORT TRUNK SEWER AND FORCE MAINS. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF CONSTRUCTION WITH ALL THE CITIES, THE OWNERS OF PUBLIC UTILITIES AND FRANCHISES FOR ALL FACILITIES IN THEIR PROPERTY IN ADDITION TO ALL OTHER CONTRACTS IN THE VICINITY OF THE WORK IN ORDER TO COMPLETE ALL CONTRACT WORK WITHOUT DAMAGE TO WORK OR DELAY TO OTHER CONTRACTS. CONCURRENT CONSTRUCTION WORK IN THE PROJECT AREA: A. REPLACEMENT BITTER POINT PUMP STATION (PROJECT 5-49) 8. PLANT NO. 2 HEADWORKS REPLACEMENT (PROJECT P2-66) C. AIR QUALITY IMPROVEMENT (PROJECT J-79) D. CENTRAL GENERATION AUTOMATION (PROJECT J-79-1) E. PLANT NO. 2 TRICKLING FILTERS (PROJECT P2-90) IN THE EVENT CONCURRENT WORK BETWEEN THE CONTRACTOR AND DISTRICT EMPLOYEES IS REQUIRED, ALL WORK SHALL BE COORDINATED AND DECIDED IN ADVANCE. 10. DISCREPANCIES BETWEEN COORDINATES, ELEVATIONS, SLOPES, LENGTHS AND BEARINGS, STATIONING AND LOCATING DIMENSIONS SHALL BE RESOLVED IN THE FOLLOWING PRECEDENCE: 1. COORDINATES AND ELEVATIONS 2. SLOPES, LENGTHS AND BEARINGS 3. STATIONING 4. LOCATING DIMENSIONS 11. CONSTRUCTION SHALL BE LIMITED WITHIN THE ocso·s 30 FT WIDE EASEMENT, HOWEVER, THE AVAILABLE CONSTRUCTION CORRIDOR MAY BE MORE NARROW AT SOME PLACES DUE TO ENVIRONMENTAL RESTRICTIONS. PRIOR TO CONSTRUCTION, AN OCSD BIOLOGIST WILL DELINEATE THE ENVIRONMENTALLY SENSITIVE AREA LIMITS. 12. BOTH EXISTING FM LINE A AND LINE 8 SHALL BE KEPT IN SERVICE UNTIL THE NEW FM FROM THE NEW BPPS TO PLANT NO. 2 CAN CONVEY FLOW. CONNECTION TO LINES A & B (BY OTHERS UNDER OCSD CONTRACT 5-49.) SEE NOTE 15 BELOW. 13. EXISTING PIPE LOCATING DIMENSIONS ARE APPROXIMATE AND ARE FOR CONTRACTORS INFO ONLY. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING UTILITIES LOCATIONS AND MATERIALS BY PERFORMING POTHOLING FROM BPPS TO SAR, AND SUBMIT TRENCH EXCAVATION PLAN ANO PROTECT IN PLACE PLAN. 14. UNPAVED ROADWAY SHALL BE COVERED WITH 6-INCH DEPTH OF 3/4 INCH CRUSHED ROCK FROM APPROXIMATE STA. 17+00 TO END OF ROADWAY (APPROXIMATE STATION 59+00) UPON PROJECT COMPLETION. EXISTING GRADE SHALL BE MAINTAINED BY REMOVING EXISTING CRUSHED ROCK AND /OR BASE AS REQUIRED. 15. CONTRACTOR'S ATTENTION IS DIRECTED TO WORK SEQUENCE AND WORK RESTRICTIONS AS SPECIFIED IN SECTIONS 01120 AND 01140 . 16. CONTRACTOR IS ADVISED THAT THE NEW SEWER FORCE MAINS AND THE 12" GRAVITY SEWER LINE ARE STATIONED SEPARATELY. THE NEW SEWER FORCE MAIN STATIONS ARE FOUR (4) DIGITS BEFORE THE DECIMAL WHILE THE 12" GRAVITY SEWER LINE STATIONS ARE FIVE (5) DIGITS BEFORE THE DECIMAL. 17. CONTRACTOR SHALL ACQUIRE AN OCSD DISCHARGE PERMIT FOR DISCHARGE OF THE DEWATERING SYSTEM IN TO THE SANITARY SYSTEM, THE JUNCTION STRUCTURE AND/OR BPPS WET WELL. CONTACT CHRIS ST ACKLIN AT (714) 593-7403 PRIOR TO DISCHARGING. - - - - - " "' g~,-ir,-----------------,-,-,--:D~E:SIG:N-:E:-D-:B'.'.".Y"7: L':"1,"':'.x::':1A::N;:GQU:::-:AN::--:-:11~/9~/:0:-5-,--:;;l<~o~fE'!'!ss~,o,..::::--,------------------,---::...,r,:AN/ 4:[)';,..-----------------,--:N7.E::W:-:::P~0~R~T;-::T;:;R~U-:N::-:-::K~S~EW~E::R;::-:A:--:N7,D~F~0~R:::;:C::E~M;";A:';'l;:';N:;:S:-IFP~RO.OJ£EC"CTrNINOi'.-----,- u o M '1t rn ~ "ZI'. i~ DRAWN BY: HERRERA. ALEX -11;9;05 s"'~,"'c:,'<-:,,,:._-1_;4;.q_ ~ ,.? ~ "t~ s.P.P.s. To coAsT TRUNK SEWER a::g:S'. CHECKED BY: PACAS, JORGE -11/9/05 SP ,....,.,,.,., ® "' ,,. 1 ,~-ORANGE COUNTY ~t& LL--------------1--l--f-::::..:.::.:.::..::::l::....:•~L=i:~:=::1;:=;u~:=:1~=~;=EEs:=.=l======--i~"',, r.:'JAHt&~-<; BLACK & VEATCH "\\ 00~0 SANITATION DISTRICT GENERAL NOTES AND SURVEY DATA co •• w ~;-,. C1V11 ~<:?·"" Black & Veatch Corporation ~e......, '? ~ ~ MARK DESCRIPTION DA TE APPR. (IF NOT 2" -SCALE ACCORDINGLY) OF O\..I Los Angeles, CalHom;a M IOOO I 5-58 DRAWING NO. G0004 4 OF 28 I I I I I I I i I I I I I ,_, I ,I Ji I I I I I I I I I I I I I I I I I I I I ,, I "I , I I I I I I I I I I I I I I I I I I I , , I ') ·'I I I I I I I I I I ! I I A - B - C - D - E - ·F - . MARK 1 I 2 I 3 I 4 PROJECT CONTACTS AGENCY REPRESENTATIVE PHONE ---------------------------------------------------- - - ----------- -(714) 577_:__9276 WEST NEWPORT OIL COMPANY MIKE KLANCHER CITY OF HUNTINGTON BEACH RONN RATHBURN (714) 374-1706 CITY OF NEWPORT BEACH MARTIN ELIAS (949) 644-3015 ORANGE COUNTY WATER DISTRICT STEVE CONKLIN (714) 378-3211 --- ORANGE COUNTY SANITATION DISTRICT TOD HAYNES (714) 593-7357 CALIFORNIA DEPARTMENT OF FISH ERINN WILSON (562) 342-7155 AND GAME - ------------------- CAL TRANS GEDION WERREDE (562) 868-1708 UTILITY CONTACTS UTILITY/AGENCY REPRESENTATIVE PHONE AT&T/SBC MARSHALL JOHNSON ------- _ (213) _633-:--3122 SOUTHERN CALIFORNIA EDISON OPERATOR (626) 302-1212 SOUTHERN CALIFORNIA GAS COMPANY JOE MERCADO (714) 634-5091 UNDERGROUND SER~CE ALERT POLLY DUNN (800) 227-2600 --------- • ADELPHIA COMMUNICATIONS JOHN MONORO (714) 338-2081 ELLER MEDIA COMPANY CARLOS URIAS (323) 731-5111 DEWATERING -EXISTING PRESSURIZED MANHOLES AT LINES A, B OR C MAY BE USED FOR DEWATERING DISCHARGE. THE CONTRACTOR SHALL SUBMIT DEWA TERING PLAN AND CONNECTION DETAILS 15 DAYS PRIOR TO THE START OF ANY DEWATERING SYSTEM INSTALLATION WORK. APPROXIMATE LOCATION OF THE POINTS OF DISCHARGE ARE: STRUCTURE STATION COMMENTS JUNCTION STRUCTURE -EXISTING MANHOLE 55+25 LINE C f------------------------------------------ MANHOLE 47+05 LINE C ----------------- MANHOLE 38+05 LINE A, B OR C MANHOLE 27+05 LINE C MANHOLE 22+05 LINE C --------- MANHOLE 10+45 LINE A --------- ---EXISTING SANITARY MANHOLES INSIDE PLANT NO. 2 MAY BE USED FOR DEWATERING DISCHARGE. THE CONTRACTOR SHALL SUBMIT DEWATERING PLAN AND CONNECllON DETAILS 15 DAYS PRIOR TO THE START OF ANY DEWATERING SYSTEM INSTALLATION WORK. THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER FOR ANY DEWATERING DISCHARGE INSIDE PLANT NO. 2. LIST OF PREVIOUS PROJECTS RELATED TO CONTRACT 5-58 YEAR OF CONTRACT NO. PROJECT NAME RECORD DRAWING 5-19 COAST HIGHWAY FORCE MAIN 1972 i----------- 5-21 SANTA ANA RIVER SIPHON 1979 - - - ---------------------------- - - ------------- 5-21-1 "A" AND "B" TRUNK SEWER FACILITIES 1980 SCHEDULE A: AL TERNA TE ALIGNMENT WITHIN PLANT NO. 2 SCHEDULE B: JUNCTION STRUCTURE CONNECTION EAST SIDE, SANTA ANA RIVER 5-19-R1 REPLACEMENT OF SEWER llRUNK "B" UNIT-8 PACIFIC 1984 COAST HIGHWAY FORCE MAIN STATION 0+00 AT SANTA ANA RIVER TO STATION 20+94.00 ---------------------------------------- ----- 5-19-R2 REPLACEMENT OF PORTION OF 30" VCP SEWER TRUNK 1985 PACIFIC COAST HIGHWAY FORCE MAIN - ----------- 5-29 REPLACEMENT OF PORTION OF COAST HIGHWAY FORCE 1989 MAIN AND GRAVITY SEWER. 15-39 SANTA ANA RIVER PROJECT-REACH I 1992 SANTA ANA RIVER SIPHON AT PLANT 2-CONTRACT NO 5-39 5-32 BITTER POINT AND ROCKY POINT PUMP STATIONS 1995 t··. ----- EMERGENCY REPAIR TO LINE "A" CONTRACT NO 5-29 2002 AND CONTRACT NO 5-19-R2 5-29-R1 REHABILITATION OF 36-INCH FORCE MAIN (B) BETWEEN 2002 BITTER POINT PUMP STATION & JUNCTION BOX •--------- DESIGNED BY: LI, XIANGQUAN 11/9/05 ~OftSS/011 ~ '( DRAWN BY: BULLOCK, LARRY -11 /9/05 :~ \j.L."' ~ ~ G, .,, ~ CHECKED BY: PACAS, JORGE -11/9/05 !i~0-\.i' J ........ " ~ {!J ,,.... -y f'"' :;t ~ I c,(1tJoi en <:;; LINE IS 2 INCHES * I No. 1019 * I • • I AT FULL SIZE E,p. 3/31/1009 u:,.. ~ -,,/'< CIVIL r;;'I--,,. DESCRIPTION DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) OF C~l-1' I I I 5 I 6 I 7 I 8 I 9 I 10 UTILITY ABBREVIATIONS ,-- ACET ACETYLENE AIR AIR (UNKNOWN TYPE) CHEM CHEMICAL (UNKNOWN TYPE) cs CHLORINE SOLUTION CSL CAUSTIC SOLUTION DS DIGESTED SLUDGE FA FOUL AIR FECL2 FERROUS CHLORIDE FECL3 FERRIC CHLORIDE ~ FP FIRE PROTECTION WATER GAS GAS (UNKNOWN TYPE) GR GRIT H202 HYDROGEN PEROXIDE HCL HYDROCHLORIC ACID HPA HIGH PRESSURE AIR HPDG DIGESTER GAS-HIGH PRESSURE HW HOT WATER (UNKNOWN TYPE) HWR HOT WATER RETURN HWS HOT WATER SUPPLY IA INSTRUMENT AIR INTER INTERPLANT >-- IW INDUSTRAIL WATER LPA LOW PRESSURE AIR LPDG DIGESTER GAS -LOW PRESSURE NAOCL/NAOC SODIUM HYPOCHLORITE NG NATURAL GAS NAOH SODIUM HYDROXIDE 02 GASEOUS OXYGEN OIL OIL p PROPANE PDG PRIMARY DIGESTER GAS FEED POL POLYMER ~ POTW POTABLE WATER (CITY WATER) PS PRIMARY SLUDGE RAS RETURN ACTIVATED SLUDGE SAM SAMPLE SL SLUDGE (UNKNOWN TYPE) SN DIGESTER SUPERNATANT TFE TRICKLING FILTER CLARIFIED EFFLUENT V VENT w WATER (UNKNOWN TYPE) WAS WASTE ACTIVATED SLUDGE - wss WASTE SIDESTREAM CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. A~ ,~,11~ NEWPORT TRUNK SEWER AND FORCE MAINS PROJECT NO. 19® B.P.P.S. TO COAST TRUNK SEWER 5-58 ~~ ~.~~-ORANGE COUNTY PROJECT CONTACTS, DRAWING NO. BLACK & VEATCH · =~·,SANITATION DISTRICT G0005 RELATED PROJECT LIST, . Black & Veatch Corporation = AND UTILITY ABBREVIATIONS Los Angetes, California "-..:.I Tl£~\ 5 OF 28 I I I I I I N Cl "' N -0 .c A B C D E 1 I-u.. z 0 r= <( > w _J w :::;; w I- (f) >-(f) >-w > Ct: :::, (f) w I- <( f- (f) 60.0 50.0 40.0 30.0 20.0 10.0 0.0 -10.0 -20.0 -30.0 -40.0 2 3 4 1 LINE B FM HGL @ FLOW=39.43MGD I NEW FM HGL @ FLOW=39.43MGD 0 0 0 0 0 0 + + + 0 0 0 ~ N t0 5 Flow:-- 0 0 + 0 '<I' 6 ST A TE SURVEY SYSTEM ~T~N Fi INV ELEV=-0.52 (-2.32) ~- INV ELEV=-28.0 (-29.8) ~ 0 0 + 0 If) 0 0 + 0 co 7 8 PLANT 2 SURV~Y SYSTEM IDB-4B STRUCTURE (BY OTHERS) VORTEX ~H (FM BREAK PRESSUR[ POINT) INV ELEV'- 5.8 (4.0)'~ ~ SAR IN ELEV= -5.5 (-37.3) 0 0 0 0 + + If) 0 co r-.. TO PLANT No. 2 HEAIJWORKS INV . .• - . --·-. '"· -----.• --------1 -----ELEV=-12 ! 3 (-14.11) 0 0 + 0 co 58.2 48.2 38.2 28.2 f-u.. - 18.2 i;5 ----1- (f) >-(f) >- 8 ~ .2 ~ ----~ :::, (f) N 0 -1.8 z -11.8 -21.8 -31.8 -41.8 1-z <( _J a. 9 10 PIPE LINE STATION, FT NOTES: CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 1. PIPE LINE INV ELEV IS BASED ON STATE SURVEY SYSTEM. 2. PIPE LINE INV ELEV IN PLANT 2 DATUM IS GIVEN IN PARENTHESIS. 400' 200' 0 400' 800' HOR: -------1''=400' 1 O' 0 1 o· 20' VERT: f'=10' 5-58 DRAWING NO. HYDRAULIC PROFILE G0006 6 OF 28 I I I /.1 "I I I I I -0 z _J <( :x: I u I ro I[) I I[) A B C §D F ::) I u i ro I[) I If) Cl w Cl () I ro If) I If) 1 20.0 10.0 0.0 -10.0 2 -tj- (]) 1..J__~ lLc I{) ON :;:-:+ oo ..J~ m<C a.. f-::::;;: (/) W-f-a.. 3 FOR INFORMATION DATr~~/jr,ev ON TEMP 12" GRAVITY SEWE;R LINE, SEE !SHEET C1009 -~ 40' 20' 0 40' 80' i"""liiiiiiir""''!!!!l!""'liiii~~~~--iiiiiiiiiin--~ 4' ?' n R' ~..c:s..-iiiil 0 0 + 0 ~ ~ '---' I'- l[) (]) :r: N + >-~ 0 I:: O::'. s >w <( ~ <( O::'. w f-0 (/) (/) 3 ~ = = ~ '---' u -z 0 N O::'. f-~ (]) uu <O W<( I{) ..J O::'. w+ Wf->-o f-w 3:~ (/) f-<( x<C Of-W0 "1 (/) 2 4 5 I ~ ' 0:: _J WO _J 0 ..,, 36" FPVC/42" HOPE FM FLOW w 3: w (/) >-f- > <( O::'. 0 ---------------------------- 6 7 8 ~ Io ~~o _J 0 :.:: lLc + z O::'. ~ ~ :::J WW w -tj- 0 3:U<( 0 WUf- ~ (/) <( (/) - --- - - - - - ------------- - - - - - -- S = -0.00054 .. 12" PVC GRAVITY SEWER FLOW:$ 0.002 . . . .1x '\ • :1 .I: ' 0 :1 ~ '---' --·----,, (),:i 1'1,-"? '~ q,, 1--q,, 1--x_\..'tc'-1 / ~1' 1--~ • ~ «('t--«('t--· ,~--i (?..rs ~~ ii L_____::,:: ,0 _ ,2~. --------.-;..------'7..:.7.c.4.:.:c. 8,:..c1_' -'-Ac.LW,..,.Wce.A~C.:...90"-'5:'....-'3'-"6'-"-'-F-'-P-'V~Cc....:...ORc:..;te.::9c:,0'-"6--"42=--'-' .:..:H_,::_D:_PE=....:.F...:.:M'----------------------,--------~-i 11-----·,9s?-!;9 -----------------------------+-------------------'----------,.-------------1 770.43' ASTM D3034 12" PVq GRAVITY SEWER BY OPEN TRENCH ' 9 10 20.0 OCSD EASEMENT LJNE 36" FM L,.INE E3 -I- 10.0 01 l[) " l'-1'-. <O ([} 30" FM LI NE A 2 3" FO CON □ r0 NEW 42" 36" FM 27" ABAN FM l[) 2 l[) ~;p=-~-□ X-EA~~~~;I~~ DIMENSIONS 1 1" = 1 o' -o" 0.0 NOTES: 10' 20' ~~""""..iiiiiiiiiiiiiiiiiiiriiiii,//J,~~ D 1 o· 1 "=1 o' 1. BEGIN NEW FM. INSTALL TEMPORARY BLOWOFF FOR TESTING. BLOWOFF TO REMAIN UNTIL REMOVED DURING FUTURE CONNECTION BY OTHERS. 2. REMOVE AND DISPOSE OF EXIST 24" LINE C, MANHOLES AND ALL THE OTHER ASSOC. STRUCTURES FROM STA '-10.0 10+25.19 TO STA 18+00. PLACE NEW 42" HDPE/36" FPVC FM. INSTALL 0 l[) + 0 0 0 + 0 l[) + 0 0 + N 0 l[) + N 0 0 + "1 0 L() + ..,, 0 0 + st 0 l[) + -tj- 0 0 + I{) 0 l[) + l[) 0 0 + <O 0 l[) + ill 0 0 + I'- 0 l[) + I'- 0 0 + oJ MARKER BALLS PER SPEC 02634. 3. CONSTRUCT MH W/ 12" LATERAL CONNECTION TO THE NEW BPPS (PROJECT 5-49) W/ BEARING OF s53·18' 34"w. 4. REMOVE AND DISPOSE OF 27" ABAN FM, MANHOLES AND ALL OTHER ASSOC. STRUCTURES AND PLACE 12" PVC GRAVITY SEWER. INSTALL MARKER BALLS PER SPEC 02628. ~TEMP 1 '.2.'': 5. CONTRACTOR TO FIELD VERIFY EXIST 6" SEWER PRIOR TO CONSTRUCTION. CONNECT EXISTING 6" SEWER TO NEW 12" GRAVITY SEWER. ~· •. ____ _ Qt--~ I i 40' 20' 0 40' 80' 1"=40' ----------------------- SEWER FORCE MAIN FUSIBLE PVC PIPE FROM STA TO STA VELOCITY SLOPE PRESSURE RATING AWWAC905 NOM DIA ID DIM RATIO I------ (FPS) (PSI) (INCH) (INCH) (DR) 10+25.19 TO 18+00 --0.00054 YEAR 2020 Qmax = 39.43 MGD 8.30 -100 36 36.4 41 ----------.. - YEAR 2020 Qove = 19. 78 MGD 4.15 -100 36 36.4 41 , .. ' ' ,----------------------- YEAR 2020 Qmin = 8.61 MGD 1.81 -100 36 36.4 41 '---EXISTING FENCE --------------------- 12" GRAVITY SEWER LINE HDPE PIPE FROM STA TO STA NOM DIA MATERIAL VELOCITY AWWAC906 (INCH) (FPS) NOM DIA ID DIM RATIO (INCH) (INCH) (DR) 100+29.57 TO 108+00 12 PVC - ---- Qmax = 0.165 MGD --1.68 42 36.8 17 42 .:3§.8 17 f-----------'''' 42 36.8 17 6. ----------, POTHOLE AND PROTECT IN PLACE ALL EXIST. UTILITIES. DURING CONSTRUCTION. PLACE (2)3" FO COND. SEE SHEET C5004 FOR DETAIL. '-----,,-1.~·-'1--1,,i='AVEMENT •• I • C100! STA 16+99 / l_i 8. SEE SHEET C5003 FOR SURFACE RESTORATION DETAIL. ' '' SLOPE d/D ---- 0.002 - -0.25 STA 170+01 9. CONTRACTOR MAY CONTACT WEST NEWPORT OIL COMPANY (MIKE KLANCHER, TEL (714)577-9276) TO NEGOTIATE A LEASE AGREEMENT FOR ANY REQUIRED STAGING AREA. THE AREA SHALL BE DEFINED BY THE CONTRACTOR. 10. PROVIDE STUB OUT FOR FUTURE CONNECTION INTO NEW BPPS (5-49) (BY OTHERS). CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 5-58 DRAWING NO. C1001 I , I ' ··,1 'I N 0 a n. f- l > I 00 "' I "' - A B C '.3D f-::, I 0 I 00 "' I "' ~ 0 3 <( :r: I 0 I 00 "' I "' E 20.0 ~ 01' 0'1 ~ii 10.0 o '! 0.0 -10.0 ,1 0 0 + aJ I ~ 1 2 1 40· 20 o 40· so· ~■.!i::::t_wM;;_l!"""""""""""""'&"'----■-lllli 4' ?' 0 ;___:__!_:_ 0 Ll) + aJ I/ER: 1"=4' 0 0 + 0, 4' 8' 0 Ll) + 0, FROM STA TO STA 18+00 TO 28+00 YEAR 2020 Qmax = 39.43 MGD YEAR 2020 Qave = 19. 78 MGD YEAR 2020 Qmin = 8.61 MGD 1 0 0 + 0 N ----------------------- _J 0 • N tO 3 _J 0 • 0 Ll) + 0 N N N ~ ~ z :::J • 0 ~ 0 0 + 0 Ll) + SEWER FORCE MAIN 4 5 ~ = ~ = -'-' 0 ~ (0 :r:<O + )-::;: N .,_ ct: ;: >w 5 <s: <( Cl'.'. w I-G (I) (I) 1000' AWWA C905 36" FPVC OR C906 42" HOPE FM : & AS1rM 03034 12" PVC GRAVITY SEWER BY OPEN TRENICH 0 0 + N N ---------- 0 Ll) + N N -- 0 0 + n N - ----------------- 0 L[) + n N -------- 0 0 + st N FUSIBLE PVC PIPE HOPE PIPE VELOCITY SLOPE PRESSURE RATING AWWAC905 AWWAC906 - ------------ ------ (FPS) (PSI) --0.00054 8.30 -100 4.15 -100 1.81 -100 40' 20' 0 40' 80' 1"=40' NOM DIA ID DIM RATIO (INCH) (INCH) (DR) 36 36.4 41 36 36.4 41 36 36.4 41 REMOVE AND RESTORE FENCE PER SPEC 02830 NOM DIA ID DIM RATIO (INCH) (INCH) (DR) 42 36.8 17 42 36.8 17 42 36.8 17 STA: 22+66.88 / N: 2176665.26 E: 6045203.20 DEFL: 18"12'50" RT STA: 112+66.10 N: 2176665.49 E: 6045208.09 CONFORMED BIDDING DOCUMENT FOR CONSTR!JfJIQNl _____ ... -········ THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN I THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET ••• AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 6 0 Ll) + st N ~ = ~ = -'-' ~ n n :r:OCI >-::;: + I-Cl'.'. ~ 5w~ <3:<( Cl'.'. w I- (5(/)(/) ' C10ll2 0 0 + L[) N 7 0 0 G N N :::J 00 _J 0... (.) Ll) w+ :r: 0... Ll) (.) (l)N z w Cl'.'. <( Cl'.'. WI- I-0... (/) 0 L[) + L[) N N ~ '-' 0 ::;: 0 LL :r:J; Cl'.'. ::;: N w 3 ><: w Cl'.'. I-(/) <( (/) ------ 0 0 + (0 N 0 L[) + (0 N 8 _,., • • •• • b, • .. -·--·-· -----·--·. - ~ ◊~ ~· 0 0 + r---N ~ = ~ = -'-' Ll) (0 0 Ill) >-::;: ;t: I-a::: ;::: >w <3<( Cl'.'. w I-G (I) (I) . ------.,. -··-·· .,. .. ,_. 0 L[) + r---N 9 n 0 0 ~ o 10.0 0 0 + (X) N 0.0 12" GRAVITY SEWER LINE - - --------- FROM STA TO STA NOM DIA MATERIAL VELOCITY: SLOPE l d/D (INCH) (FPS) -.t ------" ---------. - 108+00 TO 118+00 12 PVC -0.002 - Qmax = 0.165 MGD STA: 24+83.99 N: 2176881.01 E: 6045227.52 DEFL: 20"1 O' 30" LT STA: 114+83.31 N: 2176881.32 E: 6045232.41 ---------- -- STA: 27+49.94 N: 2177139.34 E: 6045164.33 DEFL: 12·35' 30" LT INSTALL SPC PER SPEC 16122 3 . -,. --·-· --.,--_,. . ·-·· ., -Rft.lOVE -AND· RES1DR£ C\' --•••• -_ •••• FENCE-PE;R-~~fll2830~ • • 1.68 -0.25 STA: 117+50.65 N: 2177141.01 E: 6045168.89 10 OCSD EASEMENT LINE lf) aJ n NEW 42 36 FM . OCSD EASEMENT LINE APPROX LOCATING DIMENSIONS 1 1" = 10'-o" 1 o' 0 10· 20· ~~~iiiiiiiiiiiiiii~~~ 1"=10' NOTES: 1. REMOVE AND DISPOSE OF EXIST 24" LINE C FROM STA 18+00 TO STA 28+00. PLACE NEW 36" FPVC/42" HOPE FM. INSTALL MARKER BALLS PER SPEC 02634. 2. REMOVE AND DISPOSE OF 27" ABAN FM AND PLACE 12" PVC GRAVITY SEWER. INSTALL 3. MARKER BALLS PER SPEC 02628. PLACE (2)3" FO COND. SEE SHEET C5004 FOR DETAIL. POTHOLE AND PROTECT IN PLACE ALL EXIST. UTILITIES DURING CONSTRUCTION. SEE SHEET C5003 FOR SURFACE RESTORATION DETAIL. 5-58 DRAWING NO. C1002 8 OF 28 ~ 0 ..J F I 0 I a) "' I "' A B C 0 3D <( I I 0 I a) "' I "' Cl (D Cl (!) I a) "' I "' gE Cl. 0 I- :,(. I "'a) a,"' "' I "' "' ~ 0 .c Lfl Cl Cl 20.0 10.0 0.0 N g1 GI 1-w w I (/) ~ 0 0 + co N I 1 2 1 0 40' 80' - I.Ji'lt::•. 1 ,....,, ••• 0 !"""'i,iii:Z~'5i-<liiiiii"~~~~-■---- 40' 0 LO + OCl N VER: 1''=4' 20' 0 - - 0 0 + ()) N 40' ---1"=40' 0 LO + ()) N 80' FROM STA TO STA VELOCITY SLOPE (FPS) 28+00 TO 38+00 --0.00054 YEAR 2020 Qmax = 39.43 MGD 8.30 -' • YEAR 2020 Qave = 19. 78 MGD 4.15 - YEAR 2020 Qmin = 8.61 MGD 1. 81 - 3 4 5 6 "' = ~ = D 0 LO I' IO Iv ::::;: ::::;: 0 + u.. + >-::; I"') (I) v r-0:: ~ 0::: (/) I"') WW >w s: u <C •5 <C s: <C wu1-0::: w I-(/) <C (/) (..'.) (/) (/) 7 CONC ENCASE-12" GRl',VITY SEWER FROM STA 126+80 TO STA 127+20 8 PER STD DETAIL S100-------, 0 0 (..'.) N N ~ 00 _J a.. (.)0 w+ I 0.. LO (.) (/) I"') z w 0::: <C 0::: WI- I-a.. (/) 12 PVC GR,i\ VITY SEWER FLOW S _;_ 0.002 9 l 20.0 k -st- 0 0 lo 1-w w I CJ) w -----------------------.-------------·z 10 -------------------------~------------------------ L.J I (.) 1- <C ::; 0.0 0 0 + 0 I"') 0 LO + 0 I"') 0 0 + ~ I"') 1000' AWWA C9b5 36" FPVC OR C906 42" HDPE FM BY OPEN TRIENCH & ASTM D3034 12" PVC GRAVITY SEWER BY OPEN TRENCH: 0 0 0 0 0 0 L{) 0 L{) 0 lO 0 + + + + + + ~ N N I"') I"') -st-I"') I"') I"') I"') I") I") C1003 -•,;.;..,..,,.;_ SEWER FORCE MAIN ·" --------------- FUSIBLE PVC PIPE HOPE PIPE PRESSURE RATING AWWAC905 AWWAC906 NOM DIA ID DIM RATIO NOM DIA ID DIM RATIO (PSI) (INCH) (INCH) (DR) (INCH) ... (INCH) ........... (DR) .. . 100 36 36.4 41 42 36.8 17 100 36 36.4 41 42 36.8 17 100 36 36.4 41 42 36.8 17 OCSD EASEMENT LINE .~ro 3t3'.' FM L.I NE f3 0 0 L{) 0 + + v LO I") I"') STA: 33+46.03 N: 2177673.32 E: 6044899.41 DEFL: 5"40' 30" LT STA: 123+47.50 N: 2177675.68 E: 6044903.63 0 0 0 0 0 0 LO 0 lO 0 L{) 0 + + + + + + LO <D <D I' I' OCl I"') I"') I"') I"') I"') I"') CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. I t.i 12" GRAVITY SEWER LINE . FROM STA TO STA NOM DIA MATERIAL VELOCITY SLOPE d/D (INCH) (FPS) 118+00 TO 128+00 12 PVC -0.002 - ---------------------. ...... Qmax = 0.165 MGD --1.68 -0.25 r--- 27" ABAN FM ----- OCSD EASEMENT LINE APPROX LOCATING DIMENSIONS 1 1" = 1 o· -o" 1 o· D 10' 1"=10' 20' NOTES: 1. 3. REMOVE AND DISPOSE OF EXIST 24" LINE C FROM STA 28+00 TO STA 38+00. PLACE NEW 36" FPVC/42" HOPE FM. INSTALL MARKER BALLS PER SPEC 02634. REMOVE AND DISPOSE OF 27" ABAN FM AND PLACE 12" PVC GRAVITY SEWER. INSTALL MARKER BALLS PER SPEC 02628. POTHOLE AND PROTECT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION. 4. PLACE (2)3" FO COND. SEE SHEET C5004 FOR DETAIL. 5. SEE SHEET C5003 FOR SURFACE RESTORATION DETAIL. 5-58 DRAWING NO. C1003 9 OF 28 /' .-. -0 .c -0 ....J ;:: I 0 I 00 U"l I U"l -0 A B C 3D < :I: I 0 I 00 U"l I U"l 0 (D 0 0 I 00 U"l I U"l 1 2 3 4 5 CONC ENCASE 12'1 GRAVITY SEWER FROM STA 129+10 TO STA 134+76.81 PER STD DETAIL S100 6 7 8 E-XISHN-6 12" SEWER {APPORXIMATEt LENGTH 1430' THROUGH EXISTING JUNCTION STRU!CTURE) TO BE PROTECTED IN PLACE DURING CONSTRUCTION OF FM AND ABANDONED IN PLACE UPON COMPLETION AS PER $PECIFICATION 02278. t;~t:==:::tti~===============t+~-~;;;;:_iLl~~~~~~e::....:::1~~--=--=~--rl ~ ~ 12" PVC GRAViTY SEWER FLOW S -0.002 (/) I --;---====,,..,...= 0.0 ~ 0 0 + co t') 40' ·fU 20' 0 ~ J;.;;.M - 20' 0 0 I[) + co t') HOR: FROM STA TO STA 38+00 TO 48+00 - ---------- 0 0 + Ol t') YEAR 2020 Qmax = 39.43 MGD ------ YEAR 2020 Qove = 19. 78 MGD YEAR 2020 Qmin = 8.61 MGD ' 674!.99' ASTM D3034 12" PV GRAVITY SEWER BY OP N TRENCH I i30' 4' 2' .l --= L 0 I[) + Ol t') STA: 128+73.53 N: 2178114.62 E: 6044628. 70 STA: J8+75.69 N: 2178122.20 E: 6044618.25 .. , o, VFR· , ,. =".' 0 0 + 0 -st- DEFL: 43"32'37" LT 40+00 4 0 I[) + 0 tj- 80' REMOVE ;;A'ND RESTORE: FENCE PER SPEC 028'50 8' 0 0 + ~ tj- I 41+00 1 . I. 0 I[) + ~ -st- 0 0 + N tj- 42+00 SEWER FORCE MAIN FUSIBLE PVC PIPE VELOCITY SLOPE PRESSURE RATING AWWAC905 NOM DIA ID DIM RATIO (FPS) (PSI) (INCH) (INCH) (DR) --0.00054 ... 8.30 -100 36 36.4 41 4.15 -100 36 36.4 41 1.81 -100 36 36.4 41 774.81 AWWA C905 36 FPVC OR C .06 42 HOPE FM 0 I{) + N -st- 0 0 + t') -st- "j. • ,.·•·· 43+00. •• ~,.:,. ·--INSTALL SPC PER SPEC 16122 HOPE PIPE AWWAC906 0 I[) + t') tj- NOM DIA ID DIM RATIO (INCH) (INCH) (DR) ----------- 42 36.8 17 42 36.8 17 42 36.13 ... 17 ------ - - -----" 0 0 + tj- tj- 1 C1006 .. 44+00 1 C1004 0 I{) + -st--st- I i ' I ' ' 0 0 + I{) tj- 0 I[) + I[) -st- 0 0 + <Cl -st- 0 I[) + <Cl st 0 0 + I' tj- CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. STA: 134+ 76.81 END OF 12" GRAVITY SEWER N: 2178266.58± E: 6044036.61 ± • . ······•·"' r~•f +,oo -• · .. • • • . r---'-3'5"-c:--~ ~ '-~; ~:_ :.__---_3'_:_~~--•· ··/Jc EXIST 8" AND 1 O" SEWER FROM WEST NEWPORT OIL CO. 12" GRAVITY SEWER LINE FROM STA TO STA NOM DIA MATERIAL VELOCITY (INCH) (FPS) SLOPE i 128+00 TO 134+ 76.81 12 PVC -0.002 I Qmax = 0.165 MGD 1.68 I ---I .. 0 I{) + I' tj- d/D - 0.25 0 0 + co tj- 9 10 20.0 OCSD EASEMENT LINE 0.0 I{) ·-·, -·· ...... . 24" ABAN \...... OCSD EASEMENT LINE t l .\u. (2)3" FO COND APPROX LOCATING DIMENSIONS 1 u = 1 o' -o" 1 o· 0 1 o· 20' 1"=10' NOTES: 1. 3. 4. CONSTRUCTION BTW STA 38+50 AND STA 48+00 SHALL BE LIMITED FROM AUGUST 1 TO MARCH 1 AS PER SPEC 01140. REMOVE AND DISPOSE OF EXIST 24" LINE C FROM STA 38+00 TO STA 48+00, REMOVE AND DISPOSE OF EXIST ABAN 24" LINE FROM STA 38+ 70 TO STA 48+00, PLACE NEW 36" FPVC / 42" HOPE FM . INSTALL MARKER BALLS PER SPEC 02634. POTHOLE AND PROTECT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION . PLACE 12" PVC GRAVITY SEWER. INSTALL MARKER BALLS PER SPEC 02628. 5. PLACE (2)3" FO COND. SEE SHEET C5004 FOR DETAIL. 6. SEE SHEET C5003 FOR SURFACE RESTORATION DETAIL. 5-58 DRAWING NO. I 0 I OJ l!) I l!) A B C 0 :so <l'. I I 0 I Ill l!) I l!) 0 (0 Cl '-' I Ill l!) I l!) N 8E 0.. f2 I > I N~ a, I <O l!) N -0 .c 20.0 -10.0 1 2 3 0 (/) 0 .._,, = = ----• ---=-= = = =-----= = = ---- = -- 4 == -.= -----= =--"-- 5 6 0 ::::, ...J 0... I (/) u z • w N IY ~ I- '= = = = = ~ -----= - -----= = =+ ---= _,. = = --------.,.,= = =:=. ......._ = ' ' ' ' -------------------------------------------------------- 36" FPVC/42" HOPE FM• FLOW ---··---, ---·· .... .. ··=··· ········•·•-····· .................. =.. . ·""'= __ .. = _ ·=·S .. ==. --:.9-.,99054 _ ..... ______ -,-____________ , ____ _ q,, ' f,- 7 0 0 N N 00 u l!) w+ ~ (L l!) I {/) l!) 0 ._,. IY <( w WI-0... (/) 8 8 9 10.0 <.O 0 ,o ~ ,u 1-w w :r: ---------------------------(/) --------· ----· -----·==----~---,~ ...J ------------------------------I u I- <( ::eo.o LO r--- 10 OCSD EASEMENT LJNE EASEMENT CL 36" FM LINE A EXST 12" LINE FM C 10 v.,__-fJ-~L...>."'-_J_J--'-'"'-1--':U..-Lu.<.L..l..-L.JjU l[J C? a◊(': ~:~~- 2 - 0 ,-- 0 ---- 4 - 0 -, --- 8 - 0 ,------+---\5' __ 1--_____ _,;_ ____ _..:9c:..7'-'0""-."'-00:e.'~A.,_,W'-",W"--A'-----"C-"-9"'-05"--'3"°6c'...."_c_FP'-1-'-'✓C"--'O""-R-'--"C'-"9"'0-"-6_4--'-'2"'-'-' ..,_H-"-D-'-P-"'E'-F'-'-M'-'---'Bc'....Y'--"O"--P-=E,..,N_Tc.cR..,,.,E='-N_,..,C:::.H.,__ ____ _:._ ____ +---------------,-------+----t I ~2-----_. - I 24" ABAN FM -1 (2)3" FO COND '-ocs; EASEMENT LINE HOR: 1"~~0• I 4' 2 n 4' !"~=~~==·· ~1111111111~5iiiiiiiaiiiiiiiiiiiiiiii,iiiiil + (lJ -st- 0 l!) + (lJ -st- VEF'.: 1"=4' 40' 20' 0 0 + Ol -st- 0 1 "=40' 0 l!) + Ol v 40' C5004 80' 0 0 + 0 l!) 0 I.() + 0 I.() • <: 0 0 + 0 I.() + ~ I.() FROM STA TO STA ,,. ___________ ----------- 48+00 TO 58+00 YEAR 2020 Qmax -39.43 MG□ YEAR 2020 Qove = 19. 78 MGD YEAR 2020 Qmin = 8.61 MGD ,._ ., 0 0 + N I.() VELOCITY ----. (FPS) '''' - 8.30 4.15 1.81 0 0 0 0 0 0 0 I.() 0 I.() 0 I.() 0 I.() + + + + + + + N r') r') -st-v I.() If) I.() If) I.() I.() I.() I.() I.() P/L \ ------- SEWER FORCE MAIN \ SLOPEjPRESSURE FUSIBLE PVC PIPE HOPE ~:!PE AWWAC905 AWWAC 06 ·---------------: RATING NOM DIA ID DIM RATIO NOM DIA ID ti?IM RATIO ' ------------------ -0.00054! - - - (PSI) (INCH) 100 36 100 36 100 36 Black & Veatch Corporation Los Angeles. California (INCH) (DR) ... _ 36.4 41 36.4 41 36.4 41 (INCH) (INCH) \ (DR) '' -"\ ---. ------... ---- I 42 36.8 \ 17 42 36.8 I 17 I 42 36.8 17 0 0 + <.O I.() ---... ---------· 0 I.() + (D I.() STA: 57+98,84 . N: %178716.88 E: 6042820 .. 11 DEFL:7; 11 "42'00" RT STA: 55+58.96 N: 2178548.52 E: 6042990.99 DEFL: 15•5'00" RT 0 0 0 If) + + r--r-- If) If) APPROX LOCATING ~o DIMENSIONS 1 1 " -1 o· -o" + 1 o' 0 1 o· 20' O'.) If) NOTES: 1"~1 O' 1 . 2. 3. 5. . 6. 7. 8. CONSTRUCTION BTW STA 48+00 AND STA 58+00 SHALL BE LIMITED FROM AUGUST 1 TO MARCH 1. PER SPEC 01140. NOT USED. REMOVE EXIST 24" LINE C AND REMOVE EXIST ABAN 24" LINE BTW STA 48+00 AND STA 55+20. PLACE NEW 36" FPVC 42" HOPE FM. INSTALL MARKER BALLS PER SPEC 02634. AFTER THE NEW 36" FPVC/42" HOPE FM WHICH REPLACES LINE C CAN CONVEY FLOW, CONNECT NEW 36" FPVC/42" HOPE FM (BY OTHERS). INSTALL MARKER BALLS PER SPEC 02634. SEE SHEET C1011 FOR STAGING AREA. PROTECT IN PLACE. PLACE (2)3" FO CON □. SEE SHEET C5004 FOR DETAIL. SEE SHEET C5003 FOR SURFACE RESTORATION DETAIL. CITY OF NEWPORT BEACH 9. PROTECT IN PLACE DURING CONSTRUCTION AND ABANDON IN PLACE PER SPEC 02278. PROTECT IN PLACE DURING CONSTRUCTION. CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 5-58 DRAWING NO. C1005 11 OF 28 -0 ....J ;:: :::, I u I O'.) I{) I "' -0 A B C 3D <( I I 0 I O'.) I{) I I{) 0 (ll 0 0 I O'.) I{) I I{) 20.0 10.0 lO QI o' GI f-w w I (/) WI wl <p . ~ ---=--. --- z---~~ ---- ~ 0... (/) (.'.) z f- (/) X w :r! ~----...,..""1--1 0.0 ~I -10.0 -20.0 -30.0 0 0 + co lO 50' AWWA. C905/C906 FM (2) BY OPEN • I TRENCH FROM STA 0 lO + co lO 2 SAR TUNNEL RECEIVING SHAFT, SEE SHEET C5005 --96'" ID -- / STEEL CASING ------------- 11,, ?-ELEV -30.5 -32.3 PLANT 2 SURVEY SY$TEM 58+00 TO 58+66 0 0 + 0, lO 0 lO + 0, lO "", ,"," ·-~' (!' 0 0 + 0 (0 3 RIP RAP LINER 4 5 ' --- ........ 6 STATE SURVEY ... SYSTEM /-__ SAR WATER SURF ACE • (VARIES) SAR BOTTOM PROFILE, (NOTE 5 ,.r,> or• "i"\..' U\..' ~ := := HOR: 1"=40' 4' 2' 0 4' :S r 8' -;;;;.i SURVEY SYSTEM TRANSITION POINT -- r---,g lu 1-w w I (/) I~ l::::i I 0.0 I~ 1 o.o I I I k -----,------ 0 lO + 0 (0 (2) 36" FGP IFM FLOW 650' AWWA C950 FGP FM (2 MICRO TUNNEL FROM STA 58+81 TO 72+ 52 0 0 + 0 lO + ____...----LIMIT OF ORANGE COUNTY FLOOD CONTROL DISTRICT •----RIGHT OF WAY ~EXIST TIDAL ·-~-GAJE 40' 20' 0 0 0 + N (0 -96" ID STEEL CASING 40' 0 If) + N (0 --• "-'¾; > < ------- ------- ,--------- 0 0 + "1 (0 0 lO + I") (0 ------- ------ 0 0 + -st (0 0 0 lO 0 + + -st If) (0 (0 I 55..J.OO -------- \ t;j 8 WO :r: ~ (/) u STA: 65+00 I SURVEY SYSTEM TRANSITION POINT I - _ _JS,]T:6_A T~E~SUftRfV'=E_;_Y--~ ,. SYSTEM 5 f- ? Black & Veatch Corporation Los Angeles, California -30.0 7 8 9 10 36" SEWER FORCE MAIN - - I PRESSURE FROM STA NOM ID MATERIAL VELOCITY SLOPE TOSTA DIA RATING (INCH) (INCH) (PSI) (FPS) 58+00 TO 58+55 36 36.4 100 PVC --0.00054 YEAR 2020 Qmax = 39.43 MGD ---8.30 - YEAR 2020 Qave = 19. 78 MGD ---4.15 - ----- YEAR 2020 Omin = 8.61 MGD ---1.81 -- 58+55 TO 58+ 70 36* 36.6 100 FGP --0.00054 -------- YEAR 2020 Qmax = 39.43 MGD ---8.37 - YEAR 2020 Qave = 19. 78 MGD ---4.20 - YEAR 2020 Qmin = 8.61 MGD ---1.83 - 58+ 70 TO 65+00 36* 36.6 100 FGP --0.00537 YEAR 2020 Qmax = 39.43 MGD 1 ----8.37 - YEAR 2020 Qave = 19. 78 MGD ----4.20 - YEAR 2020 Qmin = 8.61 MGD ----1.83 - * OUTSIDE DIAMETER: 38.3" 42" SEWER FORCE MAIN FUSIBLE PVC PIPE FROM STA TO STA VELOCITY SLOPE PRESSURE RATING AWWAC905 NOM DIA ID DIM RATIO. (FPS) (PSI) (INCH) (INCH) (DR) 58+00 TO 58+55 --0.00054 . YEAR 2020 Qmax = 39.43 MGD 8.30 -100 42 36.8 17 ------------------------------- YEAR 2020 Qave = 19. 78 MGD 4.15 -100 42 36.8 17 • ---- YEAR 2020 Qmin = 8.61 MGD 1.81 -100 42 36.8 17 z z -0 f-ow .z I-W (I) 0 Ck'. -zw 0 LLO::J > :::, zwoo ::J -LI._ (.;) a: LL I-w z w _J (f) a:: ::J a:: _J <( <( <( z W I 0 OI<((/) 0 01-0 -z<C a: l'.l'.::z o wwwz 0 o... w g w LL (.'.) 3: <( 0 I-0 I-ZWw<( z oCDI w 0 (/) I-:;,i :::i?: mwciz :::, w u z (.'.) 0 I z O Cl:'. t-<C:::::io 0 0... _J 0 (.'.) w u w Z Cl:'. Z I (9 Cl:'. u -I- ::J (/) I-z oow:i: -(/) f-0 0LL 3: 0 w (.'.) -::J z f-ID (!).,_:ow 0 (I) Z O (I) w-w <( :::;: m Cl :::i?: o:::iwz a: ZUIO wo1-o 0 Oo - LL o om z <C(f)zw 0 wI<CI I I-t-0 I- OCSD EASEMENT LINE 36" FM LINE B m APRROX LOCATING DIMENSIONS 1 1 o' 0 1 o' 20' NOTES: 1" = 10'-0" 1. CONSTRUCTION BTW STA 58+00 AND STA 60+50 SHALL BE LIMITED TO THE TIME BETWEEN AUGUST 1 ST AND MARCH 1ST. 2. 3. 4. 5. 6. 7. TEMPORARILY RE-ROUTE EXIST 12" PVC TO AVOID CONFLICT W/ TUNNEL SHAFT, PRIOR TO TUNNEL CONSTRUCTION. PLACE TWIN SEWER FM, AND TWIN 3" FO COND. SEE SHEET C5005. ELEVATIONS SHOWN ON THIS DWG ARE BASED ON STATE SURVEY SYSTEM. SAR BOTTOM PROFILE IS BASED ON LOWER SANTA ANA RIVER DREDGING PLAN, USACE, 2003. SEE SHEET C1011 FOR STAGING AREA. SEE SHEET C5003 FOR SURFACE RESTORATION DETAIL. C1004 1"=10' 8. REMOVE EXIST CONC BLOCKS AND CONSTRUCT MH PER OCSD STD DWG S050. REMOVE THE EXIST 8" AND 1 O" SEWER TO CONNECT TO MH. 9. PROTECT 12" GRAVITY SEWER IN PLACE DURING CONSTRUCTION AND ABANDON EXIST 12" GRAVITY SEWER PER SPEC 02278 AND CONSTRUCTION SEQUENCE. 10. CUT, REMOVE 2' LENGTH AND CAP AT BOTH ENDS PRIOR TO ABANDON IN PLACE. 11. ABANDON EXIST LINE C FROM THIS POINT TO EXIST JUNCTION STRUCTURE PER SPEC 02278. 12 OF 28 J (j ~ '? 8 9 10 U•--J, ____ ....:.,1 ____ ..i., ____ _,;;2 _____ _... ____ _,;;,3 ____ ...._ _____ 4.;._ ___ .....l ____ _,;;;;s ____ _., ____ _,;6;;.__-"!"_.....1 ______ 7 ____ ...._ ______________________ .,_ ________ -t_ I " " I -, ~ 0 z _J <C . °fA (.) . I 00 Ill I Ill <>: 0 O'.l Cl I co Ill I Ill ~ 0 I:!! ~B u I N :=' z _J Q_ N 0 ,- ::::, I (.) 0 I <D <D I N Q_ ~ 0 _J ,- ::::, I () 0 I <D <D I N Ill 0 w ,- Vi I 8 I C ~D I N Q_ 3 w ,- VJ I (.) I <D <D I N Q_ ~ 0 w ~E I () 0 I <D <D I NN 0, Q_ 00 N LIMIT OF ABANDONMENT <.O 0 EXIST CONC WING WALl$ ~•: " ,,. o PLANT 2 ~---~~c'--c="-'c-'=""cc===-c---0 SURVEY SYSTEM f-w w I (/) 65 00 96" ID STEEL CASING 66+00 67+00. ---------------------------------- 0 w z __J I 0 f- <( ::;; 40 -- SANTA ANA RIVER 80 STA 65+00 SURVEY SYSTEM TRANSITION POINT 120 -----, SCALE• 1'' = 4D' L 120" PE PIPE COLUMN EJ2 36" SEWER FORCE MAIN 68+0Q' 120" PE PIPE COLUMN AB3 ---------------- FROM STA NOM ID PRESSURE MATERIAL VELOCITY SLOPE TOSTA DIA RATING - (INCH) (INCH) (PSI) (F"f'S) t .. ------------- • 65+00 TO 72+65.41 36* 36.6 100 FGP --0.00537 YEAR 2020 Qmax -39.43 MGD ----8.37 - YEAR 2020 Oave -19. 78 MGD - ---4.20 - --------------------- YEAR 2020 Qmin -8.61 MGD ----1.83 - 72+65.41 TO 75+25 36* 36.6 100 FGP -0.08553 - - ------------------------------------------- YEAR 2020 Omax -39.43 MGD ----8.37 - YEAR 2020 Oave -19.78 MGD - ---4.20 -------- YEAR 2020 Qmin -8.61 MGD - ---1.83 ----- 75+25 TO 75+76.56 36 36.4 100 PVC -0.5896 YEAR 2020 Qmax -39.43 MGD ----8.30 - YEAR 2020 Qave -19.78 MGD - ---4.15 - ------- YEAR 2020 Qmin -8.61 MGD - ---1.81 - ------------------------- 75+36.66 TO 75+ 76.56 36 36.4 100 PVC -0.5896 YEAR 2020 Qmax -39.43 MGD - ---8.30 - YEAR 2020 Qave -19.78 MGO ----4.15 - YEAR 2020 Qmin -8.61 MGD - ---1.81 - * OUTSIDE DIAMETER: 38.3" NOTES: 1. EXISTING CABLE TRAY SHALL NOT BE USED TO ROUTE OR SUPPORT NEW F.O CABLE. 2. INSTALL F.O. SYSTEM PER SPEC 16122. FROM STA TOSTA 75+25 TO 75+ 76.56 YEAR 2020 Qmax = 39.43 MGD YEAR 2020 Qave = 19. 78 MGD -------------------- YE AR 2020 Qrnin = 8.61 MGD 75+36.66 TO 75+ 76.56 YEAR 2020 Qmax = 39.43 MGD YEAR 2020 Qave = 19. 78 MGD YEAR 2020 Qmin = 8.61 MGD 42" SEWER FORCE MAIN NOM ID PRESSURE DIA RATING (INCH) (INCH) (PSI) 42 36.8 100 OCEAN OUTFALL BOOSTER PUMP STATION HYDRANT 27BFH158L MATERIAL VELOCITY SLOPE (FPS) HOPE 0.5896 ---+----------+---------------- 8.30 4.15 1.81 0.5896 42 36.8 100 HOPE -~-+--~~----1------+-------+------+-----J CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. Black & Veatch Corporation Los Angeles, Califomia I . .( STA 75+40.15 N = -524.69 E = -154.10 COORDINATE CONTROL TABLE* DEFL 51 '8' 43" LT DEFL 51"8' 43" LT * STATE SURVEY COORDINATES ARE UNDERLINED AND ARE GIVEN FOR REFERENCE. * STRUCTED UNDER OCSD CONTRACT P2-90. jURVEY INFORMATION ON THIS SHEET IS BASED ON PLANT NO. 2 SURVEY SYSTEM. ••• 2 .. -· SEE SHEET C1011 FOR CONSTRUCTION LIMITS AND STAGING AREAS. 4. 5. 6. 7. 8. 9. SEE SHEET C1009 FOR DETAILED PLAN. PLACE TWO 3" FO COND AND NEW TDU UNIT AT HUNT TUNNEL AND EXTEND 7-TUBE CABLE TO EXIST TDU 28J2-01 INSIDE HUNT TUNNEL. SEE DETAIL 1. SEE SHEET C1008 FOR PROFILE DWG. USE FOR DEWATERING DISCHARGE SUBJECT TO THE ENGINEER'S APPROVAL. PROVIDE 48" RCP PIPE JOINT AT TIE-IN POINT. PIPE JOINT AT TIE-IN SHALL MATCH THE JOINT POINT REQUIREMENTS FOR REINFORCED CONCRETE PIPE WITH FLARED BELL JOINT AND 360' T-LOCK LINER AS PER SITE REQUIREMENT ANDS AS INSTRUCTED BY THE ENGINEER. FIELD CLOSER, IF REQUIRED, TO BE CONSTRUCTED BY OTHERS. Lt_ PRIMARY EFFLUENT DIVERSION STRUCTURE (BY OTHERS). 84-INCH BYPASS ABOVE GROUND LINE TO BE IN-PLACE AND INSTALLED BY OTHERS UNDER OCSD CONTRACT NO. P2-66. THE CONTRACTOR SHALL COORDINATE WITH OCSD AND P2-66 CONTRACTOR TO AVOID ANY POSSIBLE INTERFERENCE WITH SAID PROJECT. PRELIMINARY PROJECT P2-66 MILESTONES ARE AS FOLLOW: -START BUILDING PIPE SUPPORT -JULY 2008 -84-INCH BYPASS LINE INSTALLED -JANUARY 2009 -BYPASS LINE TIE-IN -MARCH 2011 5-58 DRAWING NO. C1007 13 OF 28 A - B - C - D - -0 z ....J <[ I I NU o, I <D OJ N ,n ol .c "' E -a:: w (/) ::, a:: 0 (D 0 <.:) "' I 3: OJ -c, "' 00 J, 0 a ·F -<il ULL lw OJ a:: ,n X 1 I 2 I 3 20.0 • r:n1r-..11::::n1:u,M=n Rlnnll\11~ ncir.1 lt.,H=I\IT 1=r1A r.f)l\l,~TAI l(~Tlnl\l I -· -" • . - ' •• ,, • ---• ·--I. ~, --·--~ -I. I·-· ,. ' ' -· I • :-·-I •• - I •• -,. .... I I --•• • .•. THE ADDENDA ISSUED"DURTNC TREB,OrnNG PEfflOU )\RE UNfFTED IN] •••••••• Tlllr" l"'\/',,....,l1lAI-I.I"! II f'"\.tr-r,nr--nAt.1r,1r-(' l\l"'T"\!/1'11>.( -r11r 11;,111"111\ ("'•IT 1n1..:Ji L11..1vu1v11: .. 1" 1. 1r· u1.::,1...,r..c:.rf-l.1'1\.•IC..:) e>c.1vvc.c.1't inc. u1'11r1c..L, .::•c.1 I T:;·~![k1i;67N~1~\~!~JG~~~ r ~t~Ji~6i?i'~1~11ly;c6i~r;~H;~t :;i~ii?N. I L ______________________________________ J I ,..1 ------'P--'L:ccA-"-N,_c_T_--=2=_~- SURVEY SYSTEM 10.0 0.0 i -10.0 r-- 0 0 ~ (.) f-w w I (/) w z ...J I 01 f- <( -20. 0:::., -30.0 -40.0 -... ---- RIPRAP LINER ---... / rl••.-SAR WATER SURFACE (VARIES) /.SAR BOTTOM /• .... (NOTE 2} . _... , " C ,. , C5005,' -. PROFILE SURVEY SYSTEM: TRANSITION POINT c___95" ID STEEL CASING ' I t [I'.'. ~ a::: (', f-~ st 0.. \ \ v 4 0.. (.) [I'.'. ~ \ I :::> 0 uV 0 st z I 5 ~120" z <( h - ' ..... ···+·-· ----- 1 ~ EXIST 1 t20" PE PIPE V SUPPORT SYSTEM RS5, ··· TOE EL[V IS -24.38'±, SEE NOiTE 3 (2) 36" FGP FM FLOW I s 0.00537 • 1025' AWWA C950 FGP FM 2 s -0.00537 MICROTUNNEL FROM! STA 58+81 TO STA 72+52 0 0 + L{) c.o 0 L{) + lD c.o 0 0 + c.o c.o 0 L{) + c.o c.o NOTES: 0 0 + r--c.o 0 L{) + r--c.o 0 0 + (X) c.o 0 0 0 0 0 L{) 0 L{) 0 L{) + + + + + (X) m m 0 0 c.o c.o c.o r--r-- I Cl o, 0.. _j Cl Cl 0.. I' ' ' ' 0 0 + ~ r-- (/) <( <., z . . 6 (.) z 0 ~ (.) I-...J 0 w 0.. z z. :::;, :::;, ~ N :::;, :::;, ~ 0 0 f-X (.) (.) z ... --~ ":.t· I ~ " I/ " _L SAR TUNNEL LAUNCHING SHAFT, I SEE SHEET C5006 _ __, SAR TUNNEL LAUNCHING SHAFT-,~-I FROM STA 72+52 TO STA 72+80 I 0 L{) + 0 0 + N r-- 0 L{) + N r-- 7 I I I 4 8 \ SEE •• ~0TE5~ IINY El -4 30 1/ ' I 1/ PLANT 2 TUNNEL RECEIVING SHAFT, / SEE SHEET C1009. _ __, ,q,,t- ~<'t- l, .. ~---· ------,......i...... .• . . ·-. - 5 ./7------- SEE NOTE ~ 96" ID STEEL CASING 9 I ---- 0.. (.) a::: , ' ; r-~ l ' '-', 0.. (.) a::: ~~ui 313 uJ o.. 0..1. 0..1 o. ~ iw • !.D <.D cot r0 <.D I u: r0 ! I (.) 0 (.) w w w II "il ·o 10 SEE NOTE 5 - 48" PLUG HEAD WORKS 20.0 10.0 0.0 I I TO FUTUR~ l.-----•J . .. .. .. . :_ ~ .. ',.,"'-_ _c1:...:::0..:..:. O=-- ,__ ~ ----SEE NOTE 7 ~ co I") r--- 1.D + ID r-- <( I- (/) -~ 0.. ~ c.o I") 0 r--(/) + --, If) z r-- c.o r0 ~ m + <., <( (/) L{) Wf-,1'--m (/) C::,<( Zf- W (/) 45.36' AWWA C905 FPVC/ C906 HOP- FM (2) SHEET C1007 & -20.0 -30.0 . MICROTUNNEL -~---·--FROM STA 72+82 TO STA 75+20 ·~t-· EL_E_v_-_3_8_.s_·_-_·~-~-··_-··~· ~···•,.,,-1-" •• -=--7····~·---=---='····-c=c··'-=-~··_-=···_··_-___ ··-, ... I __ ··· __ .L_\~~····_··_---_·~··_I ~~o~;~~;:J~~-~~ ~··-__ 4.:...:o:..:.c.o=--- 0 0 0 0 0 0 L{) 0 L{) 0 0 0 0 If) 0 If) + + + + + + + + I") I") st st L{) If) c.o c.o r--I'--r--r--r--I'--r--r-- 4' 3' 2· 1' 0 4' 8' 1. ELEVATIONS SHOWN ON THIS SHEET ARE BASED ON PLANT No. 2 DATUM. I ~ 3. COLUMN TOE ELEV IS OBTAINED FROM OCSD PROJECT J-15 RECORD DWG. 5. TO BE CONSTRUCTED BY OTHERS UNDER P2-90. SEE NOTE 9 SHEET G0004. CONTRACT ADJACENT COLUMNS EJ2 TOE ELEV -24.17, AB3 TOE ELEV -22.41. 4. SEE SHEET C5003 FOR SURF ACE RESTORATION DETAIL. 1 o· 1"=4'-0" 0 10' 20' N ~ E '° a. 2. SAR BOTTOM PROFILE IS BASED ON LOWER SANTA ANA RIVER DREDGING ~ ~ PLAN, USACE 2003. >-- ,__ /· 1"=10' i :.-t--,--------------------r-,-,-------.... ~'.""'"---'.""."":~~-,-~~~~--,--------------------""T---;;;;::--------------------.,..-............... ~~~'.""'"----------------------~~~~~------t-- 8 g DESIGNED BY: LI, XIANGQUAN -11/9/05 fiofESS10,i,-1( ~~1TA~ NEWPORT TRUNK SEWER AND FORCE MAINS PROJECT NO. 5-58 ~N DRAWN BY: HERRERA, ALEX -11/9/05 /2,'fr.:,"". Mn. ".,."'~<' nnl-7~-~~~~ B.P.P.S. TO COAST TRUNK SEWER O "'ug:~a.· CHECKED BY: PACAS, JORGE -11/9/05 ~•'¢)~~";.%, ~~ ~~ -:c-""-J"; \"e ORANGE COUNTY PROFILE L_JL ________________ l,__L_J-.::::..:..:::.:::.:::::....:~==========:=========-,1I~. J il•~"6 "'~ ~ \ ~ ~S'~ /1\ ADDENDUM #5 7108 TH I• Ll~~I~u~Ll~~;EES • I *";, Pr,:'3;~\o)~ ,~* BLACK & VEATCH ~=~,io/ SANITATION DISTRICT STA 65+00 TO STA 76+05.36 ~~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) -,,.., o/1 ~ 1 ~1.1~<:i"-~ Black t.~=!!.~~c~~~,!'ration ~ A DRAY-IING NO. C1008 14 OF 28 ,noo I I I I I I I I ~ U) I () I r--r-- I , 0:: 0 m 0 C, I ::l A I "' ~ 0 ~ U) I () I N 0 1-z _J Cl. ~ 0 _J ;::: 'i' B w 0 I (0 (0 I N Cl. N 0 ;::: :::J I 0 0 I (0 (0 I N Cl. 0 _J ;::: :::J I 0 0 I (0 (0 I N Cl. "' 0 ~ U) I 0 0 I C :gD I N Cl. st 0 ~ U) I () I (0 (0 I N Cl. ~ 0 w 1-(/) E I 0 0 I (0 (0 I N N 0, Cl. (0 N ~ 0 .c 1 r-- 1 2 3 • ··r-----12'_0INT OF c_.ONNECTIQN \ STA 10+49.45 \_.·_ ••• . (I]PROVIDE 12" EXIST 36" _, STUBOUT FOR PLUG VALVE \ '.... FUTURE CONNECTION • 1--, 1 --."'-1-_"•=-....=-5-+-0----·c-cr--.---+40-~ " INTO BPPS __________ _ 1 Ff;i .. ___ _______ [ • iQY OTHERS r--( ___ 36" S ___ ) I : .... :t VE~F __ )--.J ::--< ' ,' \ •• • ~ ~ --1 Ex1sT2:;:;;--r-s 4 \ CONNECT rro EXIST / Pl,l)GcVAL VE N 21'7.5469.56± E 6045445.75± .?0 PLUG VALVE ~ ,. 2 (3';) FO . _L .-h'ff--[ C~N~~iT -· •• I F---,----; --------·---I (~ __ 2f1 _s --~>---~ • ""' 4 EXIST 30" • ------------I I I T ' ' I ( E ((011 1 • }---J ···, ~~--_v __ • --~ '"' REMQVE PIPE "Af-lD. / . ....,_C-500-1--1 PLUG VALVE • .,.._j 12" SSWR -36" SSWR L _________ ' __ , __ ~--~--'•,_· -=------IN_S_T_A_.L_L_B_F~·· ••.. ~~T_1~-""~'.'.·_J~~•-V)A_b_V_E· __________ .~ 10 5 0 -5 -10 -15 I • STA 0 DETAIL PLAN 1 1" = 10'-o" C1001 " ::;;; '<1-[L N I-O'.: V) w -3: xw WV) ,ft • • • • •••• \__ EXIS~ 2:: ;vc VENT PIPE ENCASED IN 6" STEEL PIPE. 12" PVC S = -0.002 CONSTRUc;f. 8.3.63' AstM D.30.34 12" PVC GRAVITY SEWER BY OPEN TRENCH 50 I :::; I-V) X w EXIST GRADE, SEE SHEET C5003 FOR SURFACE RESTORATOIN DETAIL 10 5 .. .. ,. --4 .. ______ ,, : [_ .. EXIST 30" SEWER ; TO EXIST BPPS 0 FLOW -5 , -10 100 ;.~~f-~,,2" SEWER PROFILE CB 5 DUCT -;>· -. -. ~·8-, .:;_~--"'------ STAINLESS STEEL PIPE FITTINGS ----v: TUNNEL STEEL CASING PIPE * 12·33• ** 1 s·2a· • -~ I I \. .J 6 7 8 108-PE DETAIL PLAN 2 1" = 20' -0" C1007 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. ---...__ ---...__ ---...__ ff'--~i~-,,f I BER GLASS CARRIER PIPE NOTE: ANGLES FOR INFORMATION ONLY. ACTUAL ANGLES TO BE VERIFIED BY CONTRACTOR BASED ON THE SITE CONDITION. PLANT 2 TUNNEL RECEIVING SHAFT DETAIL 1" = 4' -0" EB 20' 1 o· I 1 N 2 N 3 N 4 N 5 N 9 10 COORDINATE CONTROL TABLE* 2175455.02 E 6045460.61 2175422.12 E 6045439.08 2175390.20 E 6045445. 74 2175387.06± E 6045462.33± 2175469.56± E 6045445. 75± -529.25 F -138.25 2180092. 71 E 6041925.05 DEFL 12"32' 49"RT -527.29 E -142.41 2180094. 71 E 6041920.90 DEFL 12"32' 49"L T -524.69 E -154.10 2180097.27 E 6041909.42 DEFL 58"32'8"RT -533.34 E -138.29 2180088.63 E 6041924. 97 DEFL 18"27' 38"L T -533.82 E -143.00 2180088.19 E 6041920.25 DEFL 18'27'38"RT -530.24 E -159.07 2180091.93 E 6041904.21 DEFL 58'32'8"RT -464.04 E -178.29 2180158.31 E 6041885.64 -498.21 E -170.03 2180124.06 E 6041893.57 -496.10 E -163.88 2180126.11 E 6041899.74 -477.29 E -173.76 2180145.02 E 6041890.05 -578.09 E -94.79 UNDERLINED NOTES: 1. PLUG VALVE NO. C-00521-55BV078B SHALL REMAIN CLOSED ALL THE TIME DURING CONSTRUCTION ACTIVITIES. 2. DETAIL PLAN 1 AND TEMP 12" SEWER PROFILE ARE BASED ON STATE SURVEY SYSTEM. DETAIL PLAN 2 AND PLANT 2 TUNNEL RECEIVING SHAFT DETAIL ARE BASED ON PLANT 2 SURVEY SYSTEM. 8. PROTECT IN PLACE. REMOVE AND REPLACE. CONTRACTOR TO VERIFY EXIST MH INV ELEV PRIOR TO CONSTRUCTION. SEE SHEET C1011 FOR CONSTRUCTION LIMITS AND STAGING AREAS. EXIST 6" PW LINES TO BE PROTECTED IN PLACE. 36" DRAIN LINE TO BE CONSTRUCTED BY OTHERS. PROTECT IN PLACE WHEN TWIN FM ARE CONSTRUCTED . I, ... ,, 9 ' PLANT 2 TUNNEL RECEIVING SHAFT SHALL BE DESIGNED BY CONTRACTOR. BACKFILL THIS SHAFT WITH NATIVE SOIL, RESTORE AND REMOVE SHAFT SHORING AFTER CONSTRUCTION IS COMPLETED. SEE SPECIFICATION SECTION 02445. /, 0 10. 84-INCH BYPASS ABOVE GROUND LINE TO BE IN-PLACE AND INSTALLED BY OTHERS UNDER OCSD CONTRACT NO. P2-66. THE CONTRACTOR SHAL COORDINATE WITH OCSD AND P2-66 CONTRACTOR TO AVOID ANY POSSIBLE INTERFERENCE WITH THE SAID PROJECT. PRELIMINARY PROJECT P2-66 MILESTONES ARE AS FOLLOW: START BUILDING PIPE SUPPORT -JULY 2008 -84-INCH BYPASS LINE INSTALLED -JANUARY 2009 -BYPASS LINE TIE-IN -MARCH 2011 10' 0 1 O' 20' 1 "=1 o· 20' 40' 4' 3' 2' 1 • 0 4' 1 "=20' 1"=4'-o" 5-58 DRAWING NO. PLANS AND DETAILS C1009 i ;i -0 w >-- (/) I 0 I " " I -, N 0 0 0.. 0 >-- ;!. A B ~c I <{) -0 0 0.. 0 >-- ;!. I (X) <{) I <{) -0 z _J <( ID I 0 I (X) <{) I <{) fr'. 0 m 0 (!) I (X) <{) I <{) 1 N: 2178189.09 E: 6042985.98 100' 50' 0 1--*+•►•♦«- 100' 2 N: 2178283.63 Ee 6042615.27 -,,~ / ~ / / / 200' AREA 1 (SEE NOTE 1) STAGING AREA NOTES: 3 1. THE USE OF AREA 1 FOR CONSTRUCTION SHALL BE LIMITED TO THE PERIOD BETWEEN AUGUST 1 ST AND MARCH 1 ST, AND IS SUBJECT TO THE CITY OF NEWPORT BEACH ENCROACHMENT PERMIT REQUIREMENTS. / I 2. FOR AREA 2 AND AREA 3 IN PLANT, THE CONTRACTOR SHALL MAINTAIN ACCESS TO OCSD'S FACILITIES AT ALL TIMES AND SHALL COORDINATE WITH OCSD TO ALLOW ACCESS TO THE SITES BY OTHERS. STAGING AREAS CAN BE EXTENDED DURING CONSTRUCTION SUBJECTED TO OCSD'S ACCEPTANCE. 3. REFER TO SPEC 02447 FOR ABANDONMENT OF MONITORING WELLS. THE CONTRACTOR SHALL OBTAIN A WRITTEN ACCEPTANCE FROM OCSD PRIOR TO MONITORING WELLS ABANDONMENT. 4 S'-1.A. ·v l': -1 5 -1,i.,-1 ,,.-------LIMIT OF ORANGE COUNTY ,B,~ FLOOD CONTROL DISTRICT ~ RIGHT OF WAY / / / 2178828.85 6043149.21 ------ 62+00 63+00 N: 2178923.29 E: 6042778.84 -96" ID STEEL CASING SEE SHEET C1005, SEE SHEET C1005, COORDINATE CONTROL TABLE ------------------ NORTHING EASTING ------------------- S1 21788669, 70 6042735.26 ,--------------- 1s2 -1016.29 324,22 ---------------------------------------------!53 -931.21 243.51 ~-----. --------- 1 S4 -877.50 253.82 ,--- S5 -832.90 259.29 -------- S6 -764.43 222.36 -------------------------- ,S7 -782.85 126.85 - S8 -733.63 121.67 1 S9 -691.81: 245.77 ' S10 -570.27 • 279.82 ;---. --- ' - --------- Sl 1 I -658.82. 121.67 s121 -546.54: -- -4.56 S13! -418.651 -147.49 ------' -' S14 2178957.55' 6042752.85 - S15 -1188.34 i 286.66 - I I I I I I I 6 STA 65+00 SURVEY SYSTEM TRANSITION POINT C1006 + SEE SHEET C100 7 C1006 rSEE SHEET C1008 I -- 7 EJ 3 Bl2 3 o. - 120" PIPE -_-- ( J-15) BISULFITE FACILITY / BUILDING (3-87) '_/ 68+00 69+00 70+00 COORDINATE CONTROL TABLE NORTHING EASTING ------- MW1 2178868. 78 ' 6042779.68 --- --•··· ----------- MW2; -984.87, 321.98 - - ------------------- MW3 -612.67 370.95 . --------- Bil -1010.42 282.63 Bl2 -861.86-192.01 813 -712.31 • 196.63 Bl4 -519.63. -71.44 H1 -658.82 121.67 H2 -546.54 • -4.56 r:<i 36.36 71+00 72+00 8 -<"',:~-~~· / E. --. -546.6 •• CENTRAL"" GENERATI N FACILITY N: -58-Z.'71 E: 11 ,27 36.36 9 -418.91 -217.61 \_ 10 0 /; I I I I 1...,_j " "'--- ~ /'-, ' / < > < 73+00 74+00 75+00 76+00 GEOTECHNICAL INSTRUMENTATION AND MONITORING (j) MW -MONITORING WELL 0 Bl -BORE HOLE INCLINOMETER ... MP -MONITORING POINT s ... -SETTLEMENT POINT ,.H -HORIZONTAL DISPLACEMENT T POINT 40 20 0 -20 -40 / • / / ' r----- CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. ''--- 5-58 DRAWING NO. C1011 A B C D E • I 1 ro 2 3 4 5 6 ~----CONCENTRIC FLAT TOP ~---~-----=1------.-..<-~ PRECAST CONCRETE I I I f I I I 8' -6" SECTION 1/2" = 1'-0" COVER _--,----HDPE/FPVC TEE, FINISH GRADE -3" STAINLESS STEEL BALL COCK 42"/36" BY 30" --~_!m, ==m==m,i:::_-=.-=,-::.-:;::.-=,~"'====~ '-:11I=,rn-IIt== , II II • ITT==ilic-- BROOKS METER BOX (37 SERIES) '-=:illnµJ1 ,)11 1, 11=111=- 0R EQUAL W/C.I. TRAFFIC COVER ~-- ~ 36" FPVC/42" HOPE FM NEW 36" FPVC I '---72" ID PRECAST MH 42" HOPE FM trn=r;;te_._3" GALVANIZED PIPE W/10 MIL WRAP OR TAPE 3" go· GALVANIZED IRON ELBOW W/10 MIL WRAP OR TAPE 3" x4" BUSHING 1" EPOXY COATED STEEL PLATE TEMPORARY BLOWOFF NO SCALE U) Lu 0:: 3;; 7 , #5 @ 12 OC T&B, EACH WAY WITH'__cs;.==~ STD go· HOOK M H BASE ~ 111 1ir 11 I ,I. I ii 111 I If 8 LIFTING / EYE (TYP) __/ -NZ 1--2 ~ 9 10 "---EPOXY COATED STEEL PLATE -"-'---+---9"x9"x4"H SUMP 111 "11 I 11 EPOXY COATED SQUARE CONC PAD CENTERED ON MH 9' -2" BY 9' -2", 1' THICK TWO CONCENTRIC MH COVERS ( 48"¢ AND 24"¢), SEE NOTE 5 & 7 ACCESS MH DETAIL 1 1/2" = 1'-0" C1001,C1003,C1005 FINISH GRADE LIFTING EYE (TYP) TWO CONCENTRIC MH COVERS ( 48"¢ AND 24"¢) ~------------------------ U) w Ct'. <{ > PRECAST MH STAINLESS STL BF 42" BY 30" HOPE TEE #5 @ 12 OC T&B, • 7" •. --11_111,-, ,1 i----PRECAST COVER 3" AIR RELEASE VALVE A.R.I. S020 OR APPROVED EQUAL PER SPEC 15108 3" STAINLESS STEEL BALL VALVE LIFTING EYE (TYP) 3 C5003 9"x9"x4"H SUMP EACH WAY WITH ") STD 90· HOOK ~~~7'irlJ;.J=~~i==t==;t:t:'.:::;;:i.~~~B~T,;;iM OF FLG ro ----------- NZ 1--2 Ill JI I 11 11 l, I II I Iii 71 I <XJ 0 2J: 01--0.. 1--w WO uJ IO:: (/) 0 LL w w (/) "---36" FPVC/42" HOPE FM [~~~~::;::::=:=;::;:;::::!:=~::;::;::;:~~~~~----REIN FORCED CON CRETE BA SE MH BASE~ 111 --111 111 . ·-1 ,_.=·-111 • .. -1• 1 • ··r PER SPEC 03300 ==I I l==I I l==I ! I= 1-111--111-111- UNDISTURBED SOIL AIR VALVE MH DETAIL 2 1 /2" = 1'-0" C1002,C1004 SEE NOTE 6 -~ SEE NOTE 4 ------... X <{ 2 SEE NOTE 2 3 C5003 • ~-----t--STAINLESS STL BF /TOP OF FLANGE SHALL BE AT NOTES: 1. MANHOLES SHALL HAVE CLASS "A", 4000 #, CONCRETE BASES W/ REBAR, REBAR SIZE AND SPACING SHALL BE AS SHOWN IN DETAILS. SIDES OF MH BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE SHALL BE RECTANGULAR. ALL CONCRETE AND MORTAR SHALL USE CLASS V CEMENT. ELEVATION 8.0 (PLANT 2. MANHOLE SECTIONS AND GRADE RINGS SHALL BE REINFORCED, MADE FROM CLASS V CEMENT AND CAST WITH PVC LINER PLATE ON INSIDE. 2 SURVEY SYSTEM) 1-+-----;----t-t,--,----11--'-..._,t_ 3" STAINLESS STEEL ' ' BALL VALVE I I I I 84" _;---..,_ INSTALL PIPE 5 SUPPORTS EVERY C5003 TEN VERTICAL FEET SEE NOTE 3 -36" FPVC DR 41/ 42" HOPE DR 17 3. 4. THE KEYLOCK JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1¼-INCH SQUARE BEADS OF RAM-NEK BY HENRY COMPANY, KENT-SEAL BY HAMIL TON 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. 9"x9"x4"H SUMP _ __, _ _,.__ FE x FE 1 CONNECTION C5003 INSTALLATION OF PVC LINER PLATE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 06620 OF THE SPECIFICATIONS. USE WELDING STRIPS AT PVC JOINTS, A PRE FORMED CORNER WELDING STRIP AT THE BASE JOINT AND A CONTINUOUS PRE FORMED CORNER AT THE TOP GRADE RING AND FRAME JOINT TO THE SECOND GRADE RING. IIF'=~~~~:::+~=_?=_F==i=:..=...:::;:-=:.j=..;::..::::..=j!==]F_N:.;;;;;;;;;;;;::~.;; -;;;;-~-36" x36" x36" 5. FRAME AND COVER. 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 PRE FORMED PVC CORNER AT THE TOP OF THE MH WITH SIKAFLEX 1 A OR EQUAL. #5 @ 12 OC T&B, EACH WAY WITH STD 90" HOOK 3' -0" Black & Veatch Corporation Los Angeles, California _,,_.,.,aa;;;;;:---,--~~ STAINLESS STEEL TEE 36" STAINLESS STEEL PIPE BLOWOFF 1 /2 = 1 -0 5'-0" 3 C1007,C1008 SEE NOTE 1 6. PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN ON DRAWING S-055. PLACE #4 BAR HOOP AT TOP AND BOTTOM OF COLLAR, 3-INCH CLEAR TO EARTH. 7. MANHOLES IN INTERSECTIONS SHALL HAVE BOLTED COVERS. MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED GRADE. 8. MANHOLES SHALL BE HYDROSTATICALL Y TESTED FOR LEAKAGE PER SPEC 02730. 9. ALL FLANGE NUTS, BOLTS, AND PIPE SUPPORTS SHALL BE 316 STAINLESS STEEL. CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 12" 5" 0 1' 2' 3' 4' 5' 5-58 DRAWING NO. MANHOLE DETAILS C5001 17 OF 28 I I I I I I I I I I I ·'I I I I I I I I I I I I I I I I I I I I .. I , I ., I I I I I I I I I I I I I I I I I I I ,, I , "I ,, I I I I I I I I I I I I I I I I I I ) I N a, <D N -0 _c 1 A FORCE MAIN B REINFORCED FIBERGLASS COVER SEE NOTE 1 _ __,, 2 21'-o" 4 '-o" 9'-o" •······ SEE NOTE 2 JUNCTION STRUCTURE ROOF PLAN 1/4" = 1'-o" 3 0 ~ I ~ ,·· 1 8 S003 0 I st' ~ 4 ROUND BOTTOM CHANNEL s' -oll FLOW -- 5 21'--o" 1' -· " g' -0" ' 0 6 7 --2" FRP GRATING 5 @ ELEV -5.03 5/8"¢x8" SS ADHESIVE ANCHOR AT 1' -6" OC OR 3/4"¢x6" WELDED ANCHOR STUDS (HAS) AT 1'-6" OC 8 1 /8" MIN 1/4" MAX CLEAR GRATING 9. 9 10 CONTRACTOR TO PROVIDE TWO 2" 316 SS (16 GAGE) STRAPS PER ASTM A276, OR EQUAL, TO ATTACH VORTEX DEVICE TO MH WALL. 10. CONTRACTOR TO PROVIDE 1 /2" 316 SS EXPANDING ANCHORS (3 1/2" MIN. EMBEDMENT) AND BOLTS WITH FLAT WASHERS, OR EQUAL, TO ATTACH STRAP TO MH WALL AT 4 LOCATIONS. •~GRATING ~, r:::z:::::z:r------i 11. CONTRACTOR TO PROVIDE 1/2" 316 SS EXPANDING ANCHORS (2" MIN. EMBEDMENT, FEMALE) AND BOLTS WITH FLAT WASHER, OR EQUAL, TO ATTACH VORTEX DEVICE TO MH BASE AT 8 LOCATIONS. 48" RCP STUBOUT TO FUTURE HEAD WORKS • 84" DIA VORTEX FLOW INSERT PER SPEC 02726 PVC LINER DETAIL NO SCALE CONT L3x3x1/4 TYPE 316L SS FOR ALUM, FRP AND SS GRATING. GALV STL FOR GALV STEEL GRATING EB 1· 7' -0" 4'-o" ♦ ♦ DO NOT OVER-TIGHTEN. 12. CONTRACTOR TO PROVIDE DESIGN CALCULATION FOR SUPPORT BEAMS AND CONNECTION FOR VORTEX AND GRATING SUPPORT. SUBMIT ·1 CAL CU LA TIONS SIGNED & SEALED BY REGISTERED CA ENGINEER. JUNCTION STRUCTURE SECTIONAL PLAN CB t') ATTACH VORTEX TO MANHOLE WALL AT 8 LOCATIONS (MIN) EACH SIDE USING 3/4"¢ COUNTER SINK S.S. EXP. ANCHOR W/ 4-3/4" MIN EMBEDMENT. BOLT PATTERN TO BE AT 11'' VERTICAL OFFSET CENTER. C D E --:i; ''.__ .1s'-o"_ --~...u. I (CONC ENCASEMENT) . l---~._cl·-1,cc~=== I ' ' ' ' ' I I I ' I ' ' ' I ' . , , , ' , • / ' , '----.-I._-_-=!:::~~ , / 3 ~ CONCRETE \.C7002., ENCASEMENT_ - ' , , , , , , , , , 1/4" = 1'-0" - r 2" REINFORCED r STRUCTURE ROOF FIBERGLASS COVER / ,-DOUBLE LEAF ACCESS HATCH PER SPEC 02726 . , , , , " , . ' . , , , , ' , • , 0 // ~-STAINLESS STEEL STRAP -PVC LINER ,V FLOW -- 0.0030 ELEV +3.97 I 0 I I N ELEV +1.64/r---i.-----~ WB SS316 SUPPORT / BEAM (TYP) j_.../ SEE NOTE 12 ····----··,,. I PVC LINER----.,. ~ VORTEX FLOW ,~ INSERT CHANNEL ~ PER SPEC 02726 SEE NOTE 8 1..---VORTEX FLOW 1_.. ~ INSERT SHAFT ,---,,..,;:::.J· PER SPEC 02726 ~T __---1,---PVC COUPLING NOTES: /2"' 'J '-C5003., FM INV ELEV-+4.00 --~; 1. 2. 3. REINFORCED FIBERGLASS BOLTED & GASKETED (AIR TIGHT) 10'x4' COVER. PLACE ON TOP OF SLAB AND ANCHOR W/ STAINLESS STEEL ANCHOR BOLTS. COVER SHOULD SUPPORT LOADS UP TO T / GRATING V--PVC LINER VI/~-2" FRP GRATING I/ SEE NOTE 12 400 PSF. SEE DETAIL 1 ON DRAWING S5002. _ ELEV -5.03 "c\ DOUBLE LEAF ACCESS HATCH PER SPEC 02726."", _ ., • ELEV _6 _53 (7\ l~==~rr=r==r!ir==,,&ll / \ csoo31 -->--,, I ,--Jll----lol"---- ' ' • J_ H=+ ~ J_ ' I ' JUNCTION STRUCTURE INTERIOR SURFACE SHALL st"" LINED W/ PVC LINER PER SPEC 06620, PVC SEAL THE I LINER AFTER THE CHANNEL INSERT IS INSTALLED. ELEV -8.55 ""-''-----".:_c:_::-+----11,----~--1---... ELEVATIONS SHOWN ARE BASED ON PLANT 2 SURVEY SYSTEM ~ - I f----1--- \ ' 48" RCP STUBOUT TO FUTURE HEAD WORKS, SEE NOTE 7 ,--'-, ' , E'=L=E:.!V_..'..11,.:.·~55;;.1-_....11:==::eF=:!:::=:::!==s~==:l_j _ _J__,...____ INV ELEV -10.53 '\ BASE SLAB SECTION A 3/8" = 1'-0" 0 I ~ N OJ ' -N I LO ;-fl---._~ CUT-OUT TO MATE WITH 48" (I.D.) CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN N Laf==l==4.l,,--.'c,._]_./' INFLUENT CHANNEL THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. OJ " LO LD I . ~ ~ 12· 6"0 1· 5' 6' 7' 3/8"=1'--o" 4' 2' 0 4' 8' -----iiiiiiiiiiiiiiiiiiiiiiiiiiiiii 1/4"=1'-0" 14' -0" PVC LINER 4' -0" ♦ ♦ 2% 2% --- .. ♦ 0 .. ♦ I ♦ co ♦ ♦ ♦ ♦ ♦ o_ >- ♦ ♦ ♦ r- N 3'-8 1 /2" TYP ELEV +3.97 VORTEX FLOW INSERT FLANGE BOLTS LAYOUT 1 /4" = 1'-0" (16) 3/4" COUNTIER SINK SS EXP ANCHOR W/ 4 3/4" MIN EMBEDMENT 11" EQUAL SPACING (MIN) 18" TYP (9 0 I '<I' 5 SEAL VORTEX ALONG CUT-OUT USING 3M 612 SEALANT, 3M 605 URETHANE, HILTI C-100 SEALANT OR EQUAL. PROVIDE ADDITIONAL SUPPORT UNDER TOP FORM AS PER MANUFACTURER'S RECOMMENDATION ENERGY DISSIPATING POOL 4'-2.8" VORTEX FLOW INSERT TO OPEN CHANNEL CONNECTION Q) 1/4" = 1'-0" 0 I r-... 12'-o" 6'-0" SECTION 1/4" = 1'-0" 6' -0" C 48" RCP EFFLUENT LINE TO FUTURE HEAD WORKS VORTEX SHAFT "--HIGH POINT ELEV -6.53 '---ENERGY DISSIPATING POOL RIM LOW POINT ELEV -8.55 DRAWING NO. 5-58 I I I I I I I I I I I I I I '., I ··\1 "'1 I I I I I N 0) CD N -0 ,:: 0:: w r/) => A B C D E 1 SUBBASE PER SPEC 02200 7 ----FINISH GRADE 2 ,-NEW SUBGRADE PER SPEC 02200 / 12" MIN --NEW AC PER SPEC 02550 5" MIN 12" 3 WOVEN GEOTEXTILE PER SPEC 02070 L----'T"-CR=ENC--'C~H_W~l~D_TH ___ ---i.l SURFACE RESTORATION FROM APPROX STA 10+25.19 TO STA 17+00 NTS STAINLESS STEEL BACK UP FLANGE 42" HOPE PIPE 36" STAINLESS STEEL PIPE ANSI FLANGE FOR 42" ID PIPE 36" STAINLESS STEEL PIPE 36" FIBERGLASS PIPE l ANSI FLANGE FOR 42" ID PIPE 4 5 6 ROAD WIDTH WOVEN GEOTEXTILE ~ PER SPEC 02070 ~~="==~~~~=e=2=~2:=~ .I TRENCH WIDTH NOTE: CONTRACTOR SHALL FIELD VERIFY PAVEMENT LIMIT. REMOVE AND DISPOSE EXISTING CRUSHED ROCK AND/OR SOIL TO KEEP EXISTING GRADE. SURFACE RESTORATION FROM APPROX STA 17+00 TO STA 59+00 NTS -3/8" x 3" COLLAR IN / CENTER OF WALL / STEEL SLEEVE GROUT ANNULAR SPACE EXPANDABLE INTERNAL BAND 3/4"0 STAINLESS STL STAINLESS STL BLIND FLANGE-- 2 3/4' 7 8 SUBBASE PER SPEC 02200 ~ -FINISH GRADE 9 r-NEW SUBGRADE PER SPEC 02200 12" MIN TRENCH WIDTH NEW AC PER SPEC 02550 8'' MIN .I WOVEN GEOTEXTILE PER SPEC 02070 SURFACE RESTORATION INSIDE PLANT No. 2 NTS I 7GA 316 SS 2-7 /16"x2" SLOTS 10 STAINLESS STEEL PIPE FLANGE CONNECTION KOR-N-SEAL FLEXIBLE JOINT_/ 1 / 4" BLIND FLANGE LIFT HOLE 6" WIDE-~ 2" FROM EDGE (TYP) 3/8" = 1'-0" LIFTING EYE ~ STAINLESS STL BACKING RING HOPE PIPE DR17---...... ' STAINLESS STL BLIND FLANGE EXTRUSION WELDED HOPE LATCH HOPE VERTICAL FLANGE NTS ANSI FLANGE FOR 36" ID PIPE 36" ss PIPE 36" RESTRAINED MJ COUPLING 36" FUSIBLE PVC STAINLESS STEEL PIPE ~;S,N=~~f,TION MECHANICAL JOINT@ WALL PENETRATION NO SCALF WALL REINFORCING NOT SHOWN -~ CONCRETE PIPE BELL END TO MATCH CONNECTING PIPE ONCRETE WALL TH,Cl<NES 8" MIN L" MORTAR -:F"f'~tJ-ct:,;-.-, NTS ,+ \Q. NA T~RAL OR SYNTHETIC RUBBER JOINT FILLER • I 1/4" THICK x 4" WIDE, CONTINUOUS AROUND JOINT GASKETS -~ PIPE, WITH A HARDNESS OF 40 WHEN MEASURED BY ASTM D 2240, TYPE A DUROMETER CONCRETE PIPE BELL WALL FITTING DETAIL FOR RUBBER AND CONCRETE JOINT NO SCALE PAINT WITH EPOXY GROUT SEE SLOT DETAIL THIS DRAWING~ w 0.. 0.. < u 1/2"111 316SS THREADED ROD (ADJUSTABLE) FACE OF PIPE 4-1/2"0 316SS FACE OF MH---, ANCHOR BOLTS (TYP) W/ NUTS AND WASHERS NTS NOTE: 1. STAINLESS STEEL ADJUSTABLE PIPE SUPPORTS SHALL BE MANUFACTURERED BY RELINER-DURAN, INC; ANVIL, COOPER, NIBCO TOLCO OR EQUAL. 2. ADJUSTABLE PIPE SUPPORTS SHALL BE FABRICATED WITH 304 STAINLESS STEEL "PASSIVATED" OR 316 STAINLESS STEEL. DISSIMILAR METAL CONTACT IS COMPLETELY PROHIBITED. STAINLESS STEEL ADJUSTABLE PIPE SUPPORTS 0 I n w 0.. CL ..J '--.. u I --I 11--_____ _J REMOVABLE 2"x6" REDWOOD STOP LOGS CONCRETE BASE ~--.-SHELF ~~2" FACE OF CHANNEL CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 2" (TYP) ~ 1.----------------.--..J PLAN VIEW SECTION PLAN VIEW ~i::19~~ STOP GATE DETAILG) ~~OT DETAIL(B 19 OF 28 N a, "' N -0 .c A B C D E 1 10 EXIST 36" LINE B INV ELEV 1.80± PROTECT IN PLACE~ +' 0 2 38' EXIST ROAD 30' OCSD EASEMENT EASEMENT 9' CL 7' 6. 75' r EXIST GRADE . ·---, .. -· .,.__.,_ --· ,,,., EXIST 30" LINE A 1 INV ELEV 1.80± PROTECT 3" FIBER OPTlC CONDUITS (TYP)-~ IN PLACE (SEE NOTE 4) 36 /42" SEWER FM EXIST 24" LINE C INV ELEV 1.80± TO BE REMOVED AND DISPOSED 7' 4.83' 3 EXIST ABAN 27" FM !NV ELEV 1.80± TO BE REMOVED AND DISPOSED 1 C7002 12" GRAVITY SEWER 4 5 30' OCSD EASEMENT EASEMENT 8' CL. 5' 10 EXIST 30" LINE EXIST 36" LINE B A INV ELEV 1.24± INV ELEV 1.24± PROTECT IN PROTECT IN PLACE~ PLACE (SEE ~_NOTE 4)~ •' . 0 EXIST 24" LINE C INV ELEV 1.24± TO BE REMOVED AND DISPOSED 6.75' 4.5' 0 6 28' EXIST ROAD 5' 4.83' 36" / 42" SEWER FM ARV MH 2 C5001 12" GRAVITY SEWER EXIST ABAN 27" FM !NV ELEV 1.24± TO BE REMOVED AND DISPOSED 7 10 EXIST 36" LINE B INV ELEV 0.81± PROTECT IN PLACE 0 8 9 30' OCSD EASEMENT 28' EXIST ROAD EASEMlN1 8' CL 7' 6. 75' 4.5' 1 0 EXIST 30" LINE A !NV ELEV 0.81± PROTECT IN 36" /42" SEWER FM PLACE (SEE NOTE 4)-~ EXIST 24 LINE C INV ELEV 0.81± / TO BE REMOVED_j AND DISPOSED 7' 4.83' 10 ACCESS MH 1 r--+·12" GRAVITY SEWER C5001 EXIST ABAN 27" FM INV ELEV 0.81 ± TO BE REMOVED SECTION AT SEWER FM STA 16+70 i' A'. SECTION AT SEWER FM STA 26+00 B SECTION AT SEWER FM STA 34+00 r C ' AND DISPOSED 1/4" = 1'-0" 10 EXIST 36" LINE B INV ELEV 0.20± PROTECT IN PLACE 0 30' OCSD EASEMENT 16' EXIST ROAD 1· EASEMENT CL 7' 1' ' 6' 1 C7002 EXIST 36" LINE A INV ELEV 0.20± PROTECT IN PLACE IN PLACE (SEE NOTE 4)-~ . '" ---.. ·-.. " ..... . EXIST 24" LINE C INV ELEV 0.20± TO BE REMOVED AND DISPOSED OF 8' ·1 14_75' 12" GRAVITY SEWER 3' SECTION AT SEWER FM STA 44+ 75 1/4" = 1'-0" 1 CI001 ' ' ,, 3' ' ··~ l 36"/42" SEWER FM EXIST ABAN 24" FM INV ELEV 0.20± TO BE '.,.,. ---··•--'-·-•--···~-----~~~ . REMOVED AND DISPOSED 1/4" = 1'-0" 30' OCSD EASEMENT -------------- 20' EXIST ROAD EASEMENT CL CI002 7' 1' 5' 3' 3' EXIST 36" UNE B !NV ELEV .010± PROTECT IN PLACE -;=!~~6E ' EXIST 36"LINE A INV ELEV 0.10± PROTECT IN PLACE (SEE NOTE 4)-~ .. EXIST 24" LINE C INV ELEV 0.10± TO BE REMOVED AND DISPOSED OF 10. 75' SECTION AT SEWER FM STA 50+00 1/4" = 1'-o" 3.83' ACCESS MH 1 1 -EXIST ABAN 24" FM !NV ELEV 0.10± C5001 TO BE REMOVED 36" / 42" SEWER FM E C1005 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 4' 2' 0 4' 8' 1/4"=1'-o" 1/4" = 1'-0" "C1003 _, NOTES: 7 2 (0 I N 3" SCH80 PVC CONDUIT (TYP) ~--FINISHED GRADE 0 ,---RED CONCRETE 'T----+-' ENCASEMENT 3" MIN ALL AROUND FIBER OPTIC ENCASEMENT DETAIL ED NO SCALE 1. TWO 3" FIBER OPTIC (FO) CONDUITS. ONE CONDUIT SHALL INCLUDE A 7-TUBE FO CABLE. CONDUITS SHALL BE SCHEDULE 80 PVC. PROVIDE MIN COVER OF 2'-6". PROVIDE WARNING TAPE 6" ABOVE FO CONDUITS. PROVIDE MIN TURN RADIUS OF 6'-8" AT FO CONDUIT BENDS. FO CONDUITS SHALL BE ENCASED IN RED CONCRETE AS PER DETAIL F ABOVE. 2. PLACE 6" THICK 3/4" CRUSHED ROCK BASE THROUGH ENTIRE FULL WIDTH OF EXISTING ROAD. 3. EXIST PIPE LOCATIONS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATIONS. 4. LINE A SHALL BE MAINTAINED IN SERVICE AND PROTECTED IN PLACE DURING CONSTRUCTION. 5. ALL DIMENSIONS INDICATED ON THIS SHEET ARE APPROXIMATE AND TAKEN FROM RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL PIPELINES BY POTHOLING PRIOR TO BEGIN OF CONSTRUCTION. 5-58 DRAWING NO. CROSS SECTIONS C5004 20 OF 28 N er, <O N A B C D E 1 CL OF TWIN FO COND, HORIZONTAL AND VERTICAL CURVES. SEE SAR TUNNEL RECEIVING SHAFT SECTION FOR VERTICAL CURVE INFO.- TWO 3" FO COND X N ~--+-I+-< I 2 .'T ~-----s~ I ~--l'-----4\----\\------f+ -I 108" ID PRECAST MH --3' -o" I 2 3 REMOVE CONCRETE CAISSON WALL AS NECESSARY TO ALLOW MH CONSTRUCTION 36" ID FGP CARRIER PIPE 11 I --------' ------~ I . -A 11 ~-96" ID STEEL CASING -+-~15' DIA SHAFT SEE NOTE 4 15' DIA SHAFT SEE NOTE 4 ---+-l---+ -- TWO 3" FO COND SHAFT-BOTTOM PLAN 1 /4" = 1'-0" 36" ID FGP CARRIER PIPE I ---,, 11 . ~- I ---' ---, I ~ 11 ________ __JJ ~~ 96" ID STEEL CASING EB 0 _J 0 _J r<') LL r<') 0 4 ~ () -----...... ,_. -------11--ff----------1 INV ELEV ~ ~ -,0". 5c-2s---e,z,t-;v'R.,-~--; - 0 0::: ow 0... ALL REINFORCEMENT #5 @ 12" O.C. T&B W/ STANDARD 90" HOOK ' ' • • • " ' • ' • 5 • • • ' • I . . • I ' ' • • I ' I ' . ' • ' ' . I ' • • I . ' • ' • I " • I • • . " • • I • I ' • • • ·-I •. I • ' I ' . . • 0 _J 0 _J r<') LL r<') FIVE PIECE go· • -, -, STAINLESS STEEL n1 0 w f-0 ww 0::: 0... u (/) z 0 0::: uw 0... CD~ <w di t3 wZ (/) w <w [D (/) ELBOW W/ TURN V , RADIUS OF 3D ~ . , • PER SPEC 15064 _____.-', ' • JI ' ' • 6 /. rs: • • • ' • • ' "' • • ' • • N, •• -• a:J r--+ a:J I,() < f-(/) ~----------~------'------+-----------' 0 I,() a:J -st-+ CX) I,() <{ f- (/) ' SAR TUNNEL RECEIVING SHAFT SECTION 1/4" = 1'-o· 7 - - 1 -' / 8 9 10 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. FILL ANNULAR SPACES WITH LOW DENSITY CELLULAR CONCRETE (LDCC) SEE SPEC SECTION 02432-~~ ~96" ID STEEL CASING 1 36" ID CARRIER PIPES 3" MIN (TYP) PIPE SUPPORT SIZE AND SPACING OF SUPPORTS TO BE DESIGNED BY CONTRACTOR SEE NOTE 8. TWO 3" FO COND NOTE 6, AND 7 ~-BENTON I TE INJECTION PORTS (TYP 4 MIN) MICROTUNNEL SECTION , c \ 1/2" = 1'-0" , VAR/ NOTES: 1. SUNKEN CAISSON METHOD SHALL BE EMPLOYED TO CONSTRUCT THE SHAFT. CAISSON WALL THICKNESS AND BASE SLAB THICKNESS SHALL BE DETERMINED BY CONTRACTOR'S ENGINEER. ALL DESIGN CALCULATIONS SHALL BE STAMPED BY A CALIFORNIA CERTIFIED PROFESSIONAL ENGINEER AND SUBMITTED TO OCSD FOR REVIEW. 2. INTERIOR OF SHAFT SHALL BE BACK FILLED AS INDICATED ON DRAWINGS. CONTRACTOR SHALL PROVIDE A PIPE SUPPORT SYSTEM OF HIS OWN DESIGN TO HOLD THE FIVE PIECE 90 DEGREE ELBOWS IN PLACE DURING CONCRETE FILL PLACEMENT IN THE BASE OF THE SHAFT. PIPE SUPPORT SYSTEM NOT SHOWN FOR CLARITY. 3. SEE SHEET C1006 FOR CARRIER PIPE AND CASING PIPE INVERT ELEVATIONS. 4. SHAFT MINIMUM DIAMETER SHALL BE AS SHOWN ON DRAWINGS. CONTRACTOR MAY CONSTRUCT LARGER DIAMETER SHAFT AT NO ADDITIONAL COST TO OCSD IN ACCORDANCE WITH HIS MEANS AND METHODS. 5. AIR COMBINATION VALVE MH CONSTRUCTION SHALL CONFORM TO THE FM MH CONSTRUCTION NOTES ON SHEET C5001. 6. TWO 3" FO COND SHALL BE SCHEDULE 80 PVC. INSTALL A 7-TUBE FO CABLE IN ONE COND. SEE SHEET C5004 FOR DETAILS. 7. SECURE CONDUIT TO PREVENT DISPLACEMENT DURING PLACEMENT OF LDCC. 8. CONTRACTOR SHALL SUBMIT PIPE SUPPORT DESIGN FOR REVIEW PRIOR TO CONSTRUCTION PER SPEC 02426. 9. SECURE 36" FGP CARRIER PIPES TO PREVENT DISPLACEMENT DURING PLACEMENT OF LDCC. 0 --- -1/4"=1'-o" 12" 6" 0 -' I 2' 3' 4' --- 8' 5' ---- 5-58 DRAWING NO. C5005 21 OF 28 I I I I I I I '.· I I , I I I I I I I I I I I I I I I I I I I I /.I . , I I I I I I I I I I I I I . I d I I I I I I I I I . I ·•·1 I I I I I I I I I I I I I I I I I I I -' I ,. , I /' I N m <O N -0 .c A B C D E I 96" ID 1 2x36" ID FGP CARRIER PIPE\ • • 2 TO EXIST 28J2-01 INSIDE HUNT TUNNEL SEE C1007 30' DIA SHAFT 3 C5001 3 • r---------'-. -lttt,---------++-+--i.. r-----· ---V--+- 2x36" ID FRP CARRIER PIPE 4 / / / ~-1 FOR COORDINA TE/DEFL REFER TO C-1007 STEEL __j CASING STAINLESS STEEL PIPE PER SPEC 15064 ~ FOR COORDINA TE/DEFL REFER TO C-1 007 VERTICAL CURVES. SEE SECTION THIS SHEET • SHAFT BOTTOM PLAN 1 1 / 4" = 1' -0" C1007 NOTES: 1 . 2. 3. 4. 5. CONTRACTOR SHALL CONSTRUCT CONCRETE CAISSON AS INITIAL SHAFT SUPPORT. BASE SLAB THICKNESS SHALL BE DETERMINED BY CONTRACTOR'S ENGINEER. SHAFT MINIMUM WALL THICKNESS SHALL BE 12 INCHES. CONTRACTOR MAY USE THICKER WALL AT NO ADDITIONAL COST TO OCSD IN ACCORDANCE WITH ITS MEANS AND METHODS . INTERIOR OF SHAFT SHALL BE BACKFILLED AS INDICATED ON DRAWINGS. CONTRACTOR SHALL PROVIDE MEANS TO SECURE THE PIPE AND MH DURING THE PLACEMENT OF FILL. SEE SHEET C1008 FOR INVERT ELEVATIONS . SHAFT MINIMUM DIAMETER SHALL BE AS SHOWN ON DRAWINGS. CONTRACTOR MAY CONSTRUCT LARGER DIAMETER SHAFT AT NO ADDITIONAL COST TO OCSD IN ACCORDANCE WITH ITS MEANS AND METHODS, PROVIDED THAT THERE ARE NO CONFLICTS TO EXIST UTILITIES. TWIN FO COND SHALL BE 3" SCHEDULE 80 PVC. INSTALL A 7-TUBE FO CABLE IN ONE COND. ) / 5 36" ID FGP CARRIER PIPE ~ " I"'.. 6 - - I ' ' ' ' 7 I 30• -o" ' • h.fi,,-. ,,. ., t,....,- 1--~~,---,,rl 8 I I ""' • ' i--f-----,r-------lcc-' ..---c,--.-, -;I-, ------------i-----1.1 ,L--~~,--+----,-.--~ • " ._,_,~,--~.-,---.~ • .. " " " . .. <J .. ., .. ., l> ., 9 ' ' ~--t---t-i---------.---r------1 . 96" ID _/ STEEL • ., .. ., I> " I> ., ,,_ ., .. '1 .. ,.._ ., .. " " • LOW DENSITY CELLULAR J CONCRETE (LDCC) PER 2 SPEC 0243 CASING • • STAINLESS STEEL PIPE --- • • • • ' • ' • • SAR TUNNEL LAUNCHING SHAFT SECTION A 1/4" = 1'-0" CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 10 96" ID _/ STEEL CASING --- 0 1 / 4" =7'-0" 22 OF 28 0 ...J 0 ...J ~ LL N y-0 Ou <( w m a. LL (I) 0 O::'. Ow Q. 0 ...J 0 ...J t0 LL t0 0 w 1--l) ww Cr'.. Q. 0 (/) z 0 0::: ow Q. m <,::W ...J 1--(/) 0 z w (/) w <( w m (/) -8 Q. 0 I- ~ I N ~ z ...J Q. A B C §D I-::, I u I ::l I ,,, 0 0 Q. 0 I- I > I OJ ,,, J, -0 z ...J <[ I NI "'u r,:, I N OJ -,,, o, .c,,, E 1 '.--35"-s; '--........... -------------.\ EXISTING LINE B , 1 I ' . 2 CONNECTION TO EXIST LINE B BY OTHERS UNDER CONTRACT 5-49) DEFL: 17" 38' 57 ,. ~,-.....=:-," • I I • --~ •·.·.·' ·- I I ·-----~~.-i. • •• STA:· 57+.9 "54. N: 21787f6.88 E:. 60J42820.11 DEFb: 11 ·42'00" RT -,_ ' ,, •• _ ., ---. 3 2 N 2178733.73 E 6 0'Jl::27-95. 9 7 4 SSE ~~]E 5 , < \\, SE£ NOTf.',4 • .. '\•· . .•· ·~ ,. SEE NOTE 2 ~ / -., ., 20' 10' 0 20· 40' 36" FPVC OR 42" HOPE (2) __/ EXIST MH STA 6+66.00 (APPROX TO BE FIELD VERIFIED) 1"=20' LINES 11A11 & 11 811 CONNECTION LAYOUT 1 1" = 20' (BY OTHERS UNDER CONTRACT 5-49) C1005 ' ...:-, 60' ------30' 0 ~~~iiiiiiiiiiiiiiiiiiiiil 60' 120' EXISTING JUNCTION STRUCTURE DEMOLITION PLAN 1"=60' 1" = 60' (BY OTHERS UNDER CONTRACT 5-49) 5 FIELD FABRICATE NEW FLANGE---,, PROTECT EXIST HOPE LINING (TYP)--__,, 6 36"X42" HOPE CONCENTRIC INCREASER (TYP OF 2) (BY OTHERS UNDER CONTRACT 5-49) NEW FLANGE SEE NOTE 3,----.. EXIST 36" DIP LINE B STAINLESS STL BACK RING (TYP)----, SLIPLINED W/HDPE (TYP) -........ >.1c PROTECT EXIST HOPE LINING (TYP)--- 36" FPVC 22 1 /2" BEND (BY OTHERS UNDER CONTRACT 5-49) 7 N 2178693.65 E 6042817.68 NOTES: 1. 2, 3. INSTALL TEMP BLIND FLANGE ON NEW FORCE MAIN. EXISTING FORCE MAIN B SHALL BE CONNECTED TO NEW FORCE MAIN, AND THE PORTION NORTH OF THE CONNECTION POINT PLUGGED AND ABANDONED ONLY AFTER THE NEW FORCE MAIN AND THE NEW BPPS ARE IN OPERATION. EXISTING LINE A TO BE ABANDONED IN PLACE FROM THE JUNCTION STRUCTURE TO ENTRANCE GATE NEAR PACIFIC COAST HIGHWAY AFTER THE COMPLETION OF THE CONNECTION OF LINE "B". (BY OTHERS UNDER CONTRACT 5-49). REMOVE PORTION OF EXIST. DUCTILE IRON PIPE TO EXPOSE HOPE LINER PIPE AND FIELD FABRICATE NEW FLANGE AS REQUIRED FROM THE HOPE. DIMENSIONS SHOWN ARE APPROXIMATE. ACTUAL DIMENSIONS TO BE FIELD VERIFIED. (BY OTHERS UNDER CONTRACT 5-49). 12" 6"0 1' 2' 3' 4' 5' 6' 7' ---------3/8"=1'-0" 8 N 2178727. 91 E 6042801.18 9 --42" HOPE 22 1 /2 WYE (BY OTHERS UNDER CONTRACT 5-49) SEE NOTE 1 N 2178733.73 E 6042795.97 10 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 36" FPVC 22 1 /2 WYE (BY OTHERS UNDER CONTRACT 5-49) N 2178727.91 E 6042801.18 SEE NOTE 1 N 2178733. 73 E 6042795.97 EXISTING JUNCTION STRUCTURE SHALL BE DEMOLISHED AND REMOVED TO A DEPTH OF 5 FEET BELOW EXISTING GROUND SURFACE AND ABANDONED PER SPECIFICATION 02278, ONLY AFTER THE NEW FORCE MAIN LINE "c", AND THE NEW BPPS ARE IN OPERATION, AND LINE "B" CONNECTION IS COMPLETED. (BY OTHERS, UNDER CONTRACT 5-49) EXIST LINES 11A11 & 11 8 11 TIE-IN DETAILS 2 3 /s" = 1 • -o" BY OTHERS UNDER CONTRACT 5-49) 5. EXISTING 42" SIPHONS TO BE ABANDONED TO THE NEAREST MANHOLE AT PLANT 2 AFTER THE CONNECTION OF LINE "B". (BY OTHERS, UNDER CONTRACT 5-49) 5-58 DRAWING NO. C5007 23 OF 28 -0 z -' <( :r: I 0 I <Xl 11) I 11) A B C D 1 2 150' 50' 0 150' 300' 100, 1"=150' 3 4 5 6 .. '',:f ·'P~1 ' \";, ---~•-="'-! 7 NEWPORT TRUNK SEWER AND FORCE MAINS 8 9 NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE WORK AREA TRAFFIC CONTROL HAND BOOK. (W.A. T.C.H.) AND CAL TRANS SIGN SPECIFICATIONS. 2. CONTRACT SHALL MAINTAIN TRAFFIC CONTROL TO ENSURE CONSTRUCTION SAFETY. 3. PLANT GA TE WILL BE OPEN M-F 5: 30 AM TO 4: 00 PM. 4. THE FOLLOWING ACTIVITIES ARE PROHIBITED OUTSIDE OF ASSIGNED WORK OR STAGING AREAS UNLESS OTHERWISE SPECIFIED OR ACCEPTED IN WRITING BY THE ENGINEER: -BLOCK OR RESTRICT ACCESS THROUGH PLANT EMERGENCY ROUTES. 10 -BLOCKING OR RESTRICTING ACCESS TO OPERATED FACILITIES. STORAGE OF EQUIPMENT AND MATERIALS. -STOCK PILING OF EXCAVATED MATERIALS. 5. SEE C1011 FOR CONTRACTOR'S STAGING/WORKING AREAS. 6. THE CONTRACTOR SHALL COORDINATE ACCESS ROUTE WITH OCSD AND SUBMIT ACCESS ROUTE PLANS FOR ACCEPTANCE. ACCESS ROUTE ---ALTERNATIVE ROUTE CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, TH.E BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 5-58 DRAWING NO. C7001 24 OF 28 N O> <D N -0 _,: °' w en °' ::, Cl m Cl CJ I "'"' ~LO -o I N LO 0 A B C D E 0 .• ,-.. en F ub I °' cox LO I LO / ~E O> Q. <D 0 "'"' /N 1 2 3 CONCRETE ENCASEMENT 6" MIN. THICKNESS IN UNPAVED AREAS 12" MIN 24" MAX 0 I") X <( ::::;: 0 4" NOTES: OC) C 10 9 -----A ----B 4 7 12" MIN. ~-------T #6 @ 12" EW 1. MANHOLE DEPTH GREATER THAN 30', DIMENSION 'A' PER PLANS. SEE PLANS FOR PIPE SIZES OVER 54". 2. MANHOLE BEDDING SHALL BE THE SAME THICKNESS AND CLASS AS THE PIPE BEDDING. 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" 48" 4 5 6 NOTES: 1. MANHOLES SHALL HAVE 4000 # (CLASS "A"), CONCRETE BASES WITH #6 (19 MM) BARS @ 12" E.W. SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQUAL TO THE AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CLASS 11/V CEMENT. 2. THE COMPLETE CONCRETE CHANNEL SHALL BE CONSTRUCTED WITH FORMS AND PVC LINED. WHERE PVC LINED RCP IS USED, THE CHANNEL LINING IS TO BE INSTALLED TO THE SAME DEPTH AS THE RCP LINING. WHEN ACCEPTED BY THE ENGINEER, THE NEW OR EXISTING MAIN LINE MAY BE USED FOR THE CHANNEL. PIPE ABOVE SPRING LINE SHALL BE REMOVED BY SAW CUTTING. THE REMOVED SECTION LENGTH SHALL BE EQUAL TO THE MANHOLE SHAFT INSIDE DIAMETER. 3. MANHOLE SHELVES SHALL BE SLOPED 1/4" PER FOOT TO CHANNEL. INSTALL NON-SKID SURFACE ON PVC LINER OVER THE COMPLETE MANHOLE SHELF ON BOTH SIDES OF MAIN CHANNEL PER THE SPECIFICATION OR APPROVED LINER MANUFACTURER RECOMMENDATIONS. 4. INSTALL AT LEAST TWO LATERAL INLET PIPES IN THE MANHOLE BASE AS SHOWN. IF NOT SHOWN, LATERAL PIPING SHALL BE 8" VCP AT 90' TO THE MAIN CHANNEL AND SLOPED AT 1 /4" PER FOOT FROM THE OUTSIDE OF THE MANHOLE BASE TO THE CHANNEL. WHERE THE CHANNEL ANGLES MORE THAN 45• TOWARD A SIDE, THAT SIDE LATERAL IS NOT REQUIRED. 5. THE SOFFIT OF ALL LATERAL PIPES SHALL BE AT THE SAME ELEVATION AS THE MAIN PIPE SOFFIT. ALL LATERAL INLETS 12" DIAMETER AND SMALLER SHALL HAVE PVC WELDED GAS FLAPS INSTALLED PER DRAWING S-056. IF THE MAIN LINE SIZE IS LESS THAN 39 INCHES, LATERALS WITH GAS FLAPS SHALL BE RECESSED 12 INCHES FROM THE MAIN LINE WITH A TROUGH IN THE BENCH SLOPING TO THE MAIN CHANNEL. PVC TURNBACK ON VCP SHALL BE A MINIMUM OF 6". 6. ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE VCP PLUG INSTALLED IN THE BELL END OF THE PIPE WITH RESTRAINT SUFFICIENT TO WITHSTAND LEAKAGE TESTING. PIPE OVER 21" SHALL USE A BRICK AND MORTAR PLUG. 7. EACH MAIN LINE OR LATERAL CONNECTION TO THE MANHOLE BASE SHALL HAVE TWO EACH, TWO FOOT JOINTS. 8. 9. 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 ACCEPTED BY THE ENGINEER. THE KEYLOCK JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1¼-INCH SQUARE BEADS OF RAM-NEK BY HENRY COMPANY, KENT-SEAL BY HAMIL TON 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. 10. 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. 11. INSTALL FRAME AND COVER PER STANDARD DRAWING S-055. ADJUSTMENT SHALL OCCUR USING MORTAR BETWEEN FIRST AND SECOND GRADE RINGS. THE FRAME SHALL COMPLETELY BEAR ON PVC. CAULK THE JOINT BETWEEN THE FRAME AND THE PREFORMED PVC CORNER AT THE TOP GRADE RING WITH SIKAFLEX 1A, MASTER BUILDERS, OR EQUAL. 12. PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN. SEE DRAWING S-055. MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED GRADE. 13. MANHOLES IN INTERSECTIONS SHALL HAVE BOLTED COVERS. 14. VACUUM TESTING SHALL BE PERFORMED PER ASTM C-1224 UNLESS NOTED OTHERWISE. 15. MANHOLES SHALL BE BACKFILLED WITH 1 1 /2 SACK SAND /CEMENT SLURRY TO STREET ZONE OR AS REQUIRED BY LOCAL AGENCY. PVC-LINED MANHOLE 1 NO SCALE -OCSD STANDARD DWG NO. 050 7 8 ALTERNATE: CONCRETE COLLAR, 9 r MANHOLE FRAME AND COVER PER S-053 OR S-054. 10 TO GRADE (BLACK MIX)---~ II AC PER PLANS. VERIFY REQUIREMENTS OF GOVERNING AGENCY MORTAR JOINTS CONCRETE COLLAR NEW OR EXISTING CONE -----,-i PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP. ) NOTES: 1. NEATLY REMOVE PAVEMENT AND AGGREGATE BASE AS NECESSARY TO MAKE ADJUSTMENT. 2. MAKE FINAL ADJUSTMENTS AT THE MORTAR JOINT BETWEEN THE FIRST AND SECOND GRADE RINGS. SET FLUSH WITH PAVEMENT TO ONE-EIGHTH INCH HIGH. 3. AT EXISTING MANHOLES, ADD OR REMOVE GRADE RINGS, REPAIR PVC OR SPRAYED LINER, AND TEST LINER FOR PINHOLES AS REQUESTED BY THE ENGINEER. ADJUST HEIGHT AT MANHOLE RISER SECTIONS IF THE TOTAL HEIGHT OF GRADE RINGS WOULD EXCEED 24 INCHES. 4. BACKFILL FLUSH WITH SURFACE OR BELOW PAVEMENT SURFACE AS REQUIRED BY OVERNING AGENCY WITH 3250 PSI (CLASS B) QUICK-SETTING CONCRETE TO FORM COLLAR. EXPOSED CONCRETE SHALL BE BLACK IN COLOR. 5. FILL AREA ABOVE BELOW-GRADE COLLAR WITH AC WEARING SURFACE TO MATCH ADJACENT AC. 6. WHERE ODOR CONDITIONS EXIST OR WHERE DESIGNATED, SEAL MANHOLE RIM AND HOLES WITH DUCT-SEAL MASTIC. RE-SEAL IF EXISTING MANHOLE COVER WAS SEALED. MANHOLE ADJUSTMENT NO SCALE -OCSD STANDARD DWG NO. 055 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. 1---11-...,.-----------------r--,--r----~~~~~-~~~-,----::~~~-.------------------,--"'.'.::~------------------,-"':"':':::-:-".'::':::-:=-::=:-::--:-.7:::-:::-:-:::=-:-::'.":'::-:-:::-:-::::~:-:-:-:-:-:::-11~~r"'i:in""----;-o"' 00 DESIGNED BY: LI, XIANGQUAN -11 [9 [05 NEWPORT TRUNK SEWER AND FORCE MAINS PROJECT NO. '-' 0 ,:;N ., Co °' ~-o u a. rn/., Cl ·• en c,U I . . QJ •• w DRAWN BY: BULLOCK, LARRY -11 [9[05 CHECKED BY: PACAS, JORGE -11 [9L05 LINE IS 2 INCHES I• • I AT FULL SIZE Ill~ B.P.P.S. TO COAST TRUNK SEWER 5-58 i ~;. ORANGE COUNTY DRAWING NO. ,i,~·· BLACK & VEATCH C7002 No. 1 9 SANITATION DISTRICT STANDARD MISCELLANEOUS Exp. 3/Jl/2009 Black & Veatch Corporation '? ~ ~ MARK DESCRIPTION LOOO a:::~------_,:;~=..:;:;:,;_ ______ .J.:;;,;;;.:,:;.~~--..;_--------.,;..--L-....;:;:;~::;.-.L. ______ .::.;:::;:;;.;;;:;;;;;;;:_ ______ 1,_ _ __;;;;;;.. _______________ ....,. ___ 1-_______ .,..;;;;_;;;;;..;..;_;,;,;;;;;_;;;_ _____ ..,.._....l, __ _;;;,;;_,:;/,l;.._;;;,;; __ ---l DETAILS DATE APPR. (IF NOT 2" -SCALE ACCORDINGLY) Los Angeles, CaUfomia 25 OF 28 I I I I ; I °'I I I I I I I I I I I I I I I I I I I I ; . I .'.I I I I I I I I I I I I I I I I I . I ,· ·, I "I I I I I I I I I I I I I I I I I I I I /I .;.I I I I I I • • I N m <D N -0 .c 1 A B C D E 2 , WIDTH OF TRENCH CLASS "B" LAP 3 CONCRETE ENCASEMENT OF PIPE 3 NO SCALE -OCSD STANDARD DWG NO. S-100 ,------------------------------7 • ~--------------------__________ j SPC ,------------------------------, • j L------------------------------J 8"x8"x4" SUMP _ _, 4 F.O. SPLICE CASE HANDHOLE PLAN (WITH COVER REMOVED) NO SCALE 5 STREET ZONE 2' -6" TRENC ZONE PIPE ZONE FOUNDATION .. LINE (TRENCH BOTTOM) 6 PIPE PLACEMENT OUTSIDE OF TRAVELED RIGHT-OF-WAY AND CONTRACTOR SHALL CONTRACTOR SHALL MATCH EXIST NATURAL SURFACE AND FINISHED GRADE EXISTING NA TUR AL SURFACE 7 EXIST GUTTER FACE, PIPE PLACEMENT IN EDGE OF PAVEMENT, PAVED ROADWAY OR BEGINNING OF SECTION SHOULDER NEW ABC SUBGRADE, 12" MIN 1 NEW AC, I 5" MIN. / 1 " VARI IF LESS THAN 3'-0", REMOVE AND REPLACE AC PAVEMENT IN THIS AREA. MATCH EXISTING THICKNESS + 1''. r-r------ ' ' -------____ ., I SAW cu T _____________ J"------" OR GRIND COMPACTED SUB BASE MA TERI AL, PER SPECIFICATIONS (95%). ,/ 1/ % :::: , / -COMPACT PER // //~ ~, SPECIFICATIONS (90%). ....+'-c-rrh4--------.-12" MIN ___.-BEDDING MA TL 12" MIN_. PIPE UNDISTURBED SUBGRADE ---+-+--t--SHAPE BEDDING TO FIT PIPE BELLS . OR RECOMPACTED TO 90% RELATIVE COMPACTION. _ __, NOTE: VARIES 1. TRENCH WIDTH, BEDDING AND BACKFILL MATERIALS, COMPACTION AND PAVING PER SPECIFICATIONS. PIPE INSTALLATION AND PAVEMENT REPLACEMENT,,--:;-\ NO SCALE-0CSD STANDARD DWG NO. S-010 GRADE r-·F.O. CABLE SPC CONCRETE APRON ON COMPACTED DIRT st 4'x4'x3'-4" HANDHOLE ~---8"x8"x4" SUMP I '-/'',---INSTALL SPLICE CASE PER 8 /'-, MANUFACTURER'S RECOMMENDATION '---12" COMPACTED GRAVEL (MAX 3 / 4" DIA) CD SECTION NO SCALE CD 9 10 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. C7003 I I I I •. I , I I I I I I I I I I I I I I .. I ' .I ''1 I I ! I I I i I I I I I I I I /1 ,~ I I A - B - C - D - E - fr'. w VJ :::, fr'. 0 Ill 8 "'cii {; II') I 0 II') ~ .. F VJ VJ ,t::, OJ fr'. II') X I II') / N ~E <D Q. "' ~ ~"' ~ <( 1 I 2 I 3 I 4 I 5 I 6 I 7 I NOTE C 3" !MIN B 3" MIN -------3" MIN -B 3" Ml'.' B r 3" MIN 3" MIN-,~ WALL 2. ~ ! rNOTE 8i rWALL 3 z I ::. B r3" MIN A2 ' A3 NOTE C ~ li------i 3" MIN-,~ J· MIN-B ~3• MIN WALL 2 ' ~ v-WALL 3 NOTE A----,. z .. I • ..,-NOTE A v-WALL 2 ., .,-NOTE A ,--!-+--...c+lL-j NOTE A:=:::r,.. ~ ,-NOTE A Z 7 n ::!i , • NOTE C ---1+--/r-1 z ::e I . t') I m I :z I ::e A ' • t') D -f--.""-- ::. +. • t') ~\__WALL 2\ v I A2 A3 NOTE D ~ m <( I NOTE A (Al T)--' NOTE D v:=NOTE A-' WALL 1 j,-'-WALL 1 '-NOTE A ' z ::e A ' • t') A = VERTICAL CONSTRUCTION JOINT NEAREST TO WALL CORNER. A(ALT) = ALTERNATE VERTICAL CONSTRUCTION JOINT NEAREST TO WALL CORNER IN T WALL JOINT WHICH DOES NOT REQUIRE WATERSTOP. Ax = DISTANCE FROM INSIDE CORNER FACE TO NEAREST VERTICAL CONSTRUCTION JOINT IN SIMILARLY NUMBERED WALL. Ax SHALL NOT BE LESS THAN DIMENSIONS INDICATED BY THESE DETAILS; NOR GREATER THAN INDICATED ON PLAN DRAWINGS; BUT IN ANY CASE SHALL NOT EXCEED 30 FEET IN LIQUID CONTAINMENT STRUCTURES OR 40 FEET IN OTHER STRUCTURES. IN T WALL JOINTS WHICH DO NOT REQUIRE WATERSTOP, A1 MAY BE ZERO. " ~ t') --~--..!... ALTERNATE HOOK m NOTE D DIRECTION ~ m <( WALL 1 NOTE A (ALT, NOTE A z ::. t') B = OPTIONAL SPLICE LOCATION UNLESS SPECWICALLY NOTED ON PLAN DRAWINGS. SPLICE LENGTH SHALL NOT BE LESS THAN THAT REQUIRED FOR TOP BARS AS SHOWN IN TABLE ON THIS SHEET. C = STANDARD HOOK D = TYPICAL CORNER REINFORCEMENT. SIZE SHALL MATCH LARGEST ADJACENT WALL HORIZONTAL REINFORCEMENT; SPACING SHALL MATCH MINIMUM ADJACENT WALL HORIZONTAL REINFORCEMENT SPACING. MAIN REINFORCEMENT FOR ALL STRUCTURES TYPICAL HORIZONTAL CORNER REINFORCING DETAILS NOTES: 1. VERTICAL REINFORCING NOT SHOWN 2. THESE DETAILS SHALL BE APPLICABLE TO ALL WALL CORNERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. D B EXTRA BARS IN EACH LAYER EQUAL IN TOTAL AREA TO REGULAR / AREA TO EACH SIDE OF OPENING WITHIN TWO TIMES MEMBER ~NOTE D I J ,rWALL 1 ~ NOTE A ' - D I -#5 BAR x 4' -0" LONG EACH CORNER IN CENTER Av• // 1 REINFORCING CUT BY OPENING. PLACE ONE HALF OF TOTAL THICKNESS. .\" X ~-~ONE EXTRA BAR EACH CORNER PER LAYER OF REGULAR --'<--1-f' ... ....__,.'----.....,,_,_---f-jf--- REINFORCING (SEE TABLE BELOW). PLACE IN SAME ~ ~ ~ I V co TRANSVERSE POSITION AS REGULAR REINFORCING. ~ / V BAR LENGTH ~ ,/'- THICKNESS OF CONCRETE <12" 12" TO 18" >18" BAR SIZE 4 5 6 RECT OPNG 3• -012 3' -0" 3' -8" CIRC OPNG D+ 12" D+ 12" D+ 12" ~ /// X m FOR OPENINGS 8" <= D <= 12" FOR RECTANGULAR OPENINGS 12" < D B= THE REQUIRED LENGTH FOR LAPPED SPLICE FOR TOP BARS AS SHOWN ON THIS SHEET FOR CIRCULAR OPENINGS 12" < D TYPICAL EXTRA REINFORCING AT OPENINGS (TYPICAL REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS) NOTES: CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. *1. TOP BARS ARE HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. HORIZONTAL BARS IN WALLS ARE TO BE PROVIDED WITH LAP LENGTHS AS REQUIRED FOR TOP BARS. VERTICAL BARS MAY BE CONSIDERED AS OTHER BARS. 2. LAP LENGTHS FOR BARS OF DIFFERENT SIZES SHALL BE BASED ON LARGER BARS. ~ w If ~\_WALL 2 1---1+·---'-NOTE E ~WALL 1 WALL 2J '\ \_ WALL 3 "-NOTE E i.,...-----~WALL 1 A A ' ' E = WHERE SPECIFICALLY NOTED ON THE DRAWINGS, ADDITIONAL CORNER REINFORCEMENT SHALL BE PLACED IN BOTH FACES OF THE INDICATED CORNER OVER THE FULL HEIGHT. ADDITIONAL CORNER REINFORCEMENT SHALL BE OF THE SAME SIZE AND SPACING AS THE MAIN CORNER REINFORCEMENT. PLACE ADDITIONAL REINFORCEMENT ALTERNATELY WITH, AND EQUAL DISTANCE BETWEEN, MAIN CORNER REINFORCEMENT. EX = DISTANCE FROM INSIDE CORNER FACE TO TERMINATION OF ADDITIONAL CORNER REINFORCEMENT IN SIMILARLY NUMBERED WALL. E SHALL NOT BE LESS THAN 0.20 THE CLEAR SPAN DISTANCE MEASURED HORIZONTALLY BETWEEN THIS CORNER AND THE NEXT OR 0.40 THE CLEAR SPAN DISTANCE OR CANTILEVERED DISTANCE MEASURED VERTICALLY, WHICHEVER IS SMALLER, BUT NOT LESS THAN 3' -0". CONTRACTORS OPTION: E BAR TAILS MAY BE SPLICED USING LAPPED SPLICE LENGTHS FOR TOP BARS. SPLICES SHALL NOT BE LOCATED IN THE CORNER AREA COMMON TO BOTH WALLS AND SHALL CLEAR HOOK ENDS BY 3" MIN. ADDITIONAL REINFORCEMENT WHERE SPECIFICALLY NOTED ON THE DRAWINGS a:: w m ::e w :::; wC/J tl;3 a::Z 0 ::.::: z 0 0 ::r: 0 I- " DETAIL C)""\ NO SCALE 1 MIN CLEAR DISTANCE I 2 x OD OF LARGER CONDUIT(2 1/2" MIN) -_,,,--CONC SLAB OR / WALL ... 1-------1---+<c__----! I-V NOTES: 1. PLACE CONDUIT ONLY IN SHADED AREA 2. FOR CONDUIT REQUIREMENTS SEE THE ELECTRICAL DRAWINGS AND SPECIFICATIONS. CONDUIT PLACING DETAIL NO SCALE LENGTH OF LAPPED SPLICES FOR REINFORCEMENT (INCHES) (f'c=4000 PSI) (UNLESS NOTED OTHERWISE ON THE DRAWINGS) 3EAMS & COLUMN~ WALLS & SLABS BAR SIZE *TOP BARS OTHERS *TOP BARS OTHERS 3 16 16 16 16 4 20 16 20 16 5 26 20 29 22 6 37 29 29 23 -. . --------------- 7 60 47 48 37 8 70 54 60 47 9 80 62 74 57 10 92 70 91 70 ----- 11 103 79 109 84 . , ...... BAR SIZE 3 4 5 6 7 8 9 ----- 10 11 8 I 9 I 10 NOTES 1. DETAILS ON THIS DRAWING APPLY TO ALL DRAWINGS UNLESS OTHERWISE NOTED. 2. WORK THIS DRAWING WITH THE STANDARD CONCRETE JOINT DETAILS. A I l ' i,,r--#5 BAR x 4'-0" LONG EACH CORNER IN CENTER TYPICAL EXTRA REINFORCING AT ISOLATED RE-ENTRANT CORNERS (TYPICAL REQUIRED UNLESS ADDITIONAL REINFORCEMENT SPECIFICALLY INDICATED AT OPENINGS ON DRAWINGS) ' • • • c~ • ~ -v -Z-BAR SPACERS AT 8' • C[' • CENTERS EACH DIRECTION. MINIMUM ONE • ROW. FABRICATE FROM • CC' #2 OR HEAVIER BARS. • TIE TO OUTSIDE LAYER • OF REINFORCING. • ' ' SPACERS FOR WALL REINFORCEMENT CONCRETE COVER FOR REINFORCEMENT LOCATION MINIMUM COVER UNFORMED SURFACES ADJACENT TO EXCAVATION FORMED OR TOP SURFACES EXPOSED TO WEATHER OR SATURATED AIR, SUBMERGED OR IN CONTACT WITH EARTH, INCLUDING STIRRUPS, TIES OR SPIRALS OTHER LOCATIONS: NOTE: BARS IN BEAMS OR GIRDERS INCLUDING STIRRUPS AND COLUMN SPIRALS OR TIES SLABS, WALLS AND JOISTS #6 AND LARGER #5 AND SMALLER 3" 2" 1 1 /2" 1 1 /2" 1 .. TOLERANCES FOR CONCRETE COVER AND THE FABRICATION AND PLACING OF REINFORCEMENT SHALL CONFORM TO ACI 117. - >-- - - ~IN g ~-ll--r-----------------r-,--r-D-E-S1-GN_E_D_B_Y-:: E:-LK .. H-.A".'.:TE~E'.:"B,-J .. A-.M~EL--~1-.1 /':".'.'9 .. /0~5,--"'.:~"-~ol!!!H!!!!!ss!!:::,oN~-.,------------------,-~-c\1~,;in;1r4;~-",i;-----------------,---:N":".E:W:-:-::P~O~R:T~T::R:-:U~N:'."'.K:"'S:":E~W":':E:R::-:A~N":".D:"":F~O~R'::C~E~M:"'.A~l:'.".N~S:-~P~R~OJ~E~crr:::':No~.-----,- i: DRAWN BY: BSCUHLLEOLCLHKA,SLEARTROYDD-11/191//90/505 iffL: I(:~:~* ,~,. ~ ~ :-ORANGE COUNTY B.P.P.S. TO COAST TRUNK SEWER DRAWING NO. 5-58 ~~';;_ CHECKED BY: ' -:} .,7 ·,4,~oB;;, ~ '~ JUNCTION STRUCTURE ~~~ I• u:~1~u~1~~z~ES • I *.,,,,fu~J13~1iwi ,~* BLACK & VEATCH O =~;/ SANITATION DISTRICT STANDARD CONCRETE S5QQ1 ~~~ MARK DESCRIPTION DATE APPR. (IF NOT 2"-SCALE ACCORDINGLY) -'f;-f" o/1 ~~L1~\l,;." Black t.~=!~~c~:~:ration 1'ff' ' REINFORCEMENT DETAILS 27 OF 28 "'00 ~l.----~:;;;:,;,::_:;,:;:,:,;...l ___ __i.;~~~_;_ _____ .,;......l--1........;;:::::=:::;...---1.._,....I __ ..;,;;;.;;;;:=;;;.;;;;;;;;;:.;;;;;__ _ _,l_....1...._~--..... I -------,--I-L...-_.;...;.;;;.;. __ ...;;....,.;..;..;;l;;;.;.;.;..;;;;;;,;..;.,;,...;;;..;;;;;..;..;...;.;.;;;;;.;;;....,--l....1--.;,;_~,;,__---, I I I .'.'..1 1 i I I ._. I ,-.·., ;I ·1 A B C D E N a, co N ~ 0 .s;;. 0:: w en :::, "' 0 CD 0 c., c,, I 3 ro -0 tO • I N tO 0 ~c,; F (/} u.. IW ro "' tO X I tO / N co E 0) a. con ~N / .. Q> N .c o ro 00 Oo -:;N .. Co "' g:~ 0 (.) a. co/" o .. en c.,0 I IX) •• w tO c., ,- I :;:: < tOOO 1 12" ~ - 0 I r--- MARK 2 / C ""' '--, , r 21'-o" a' -o" 1 '-1 H g' -o" e-18" I I I --- -'- \ ~ - --\' -- I --SEE C5002 FOR ! CONCRETE FILL ~ - -- / f-18" TYP- 1 2· o" - I -12" TYP -- ~ ~ I"'---s 3 I ~ 12" TYP I 1 8" TYP -{ \ \ '---FOR R EBAR DETAILS SEE SECTIONS C AND D THIS SHEET co ......... l[) l[) I C!l • --~--- • 0 I <D ,~ ~- I I I I I I I I ' 4 FIN FLR 11'-o" 4' -0" r-..... --.----. ~· . . I ~ I A' I , I I I I I 5 I I I 6 1/4" CLR------- ---BRG PL (AS REQD) 2 1 /2" REINFORCE I FIBERGLASS COVER I I I ' I 3 r--------~ 7 MIN EMBED _. ;·• • ~ --cONC L3x3x1 / 4" TYPE 316L SS FOR /_,_.,,_---''--"-~- .v/ ALUM, FRP AND SS GRATING. GAL V / \ /' STL FOR GALV STEEL GRATING----' .'\\\ '--1 /2"x4" HEADED STUD I , ELEV .L ,;_ <.17 ANCHORS @ 2' -0" CTRS i\ (MIN 2 PER SIDE) 1 /2" EXP ANCHORS W/ \ GAL V BOLTS @ 2' -0" \ CTRS (MIN 2 PER SIDE) -' DETAIL NO SCALE D F11R -, REINFORCEMENT " - ~ -- I 1/#7 @ 12 EF I ~ (TYP) I I I I/ #7@ 6 EF I I (TYP) I, I, I, 18" TYP ,, ' C) I f7 @ 12" EF ~~ I #7 @ 6" EF ~ N r REINFORCED FIBERGLASS COVER --. . N ----- #8@ 12" II T&B EW!""_JI \__ STRUCTURAL COMPACTED FILL PER SPEC 02200 7 8 9 10 CONFORMED BIDDING DOCUMENT FOR CONSTRUCTION THE ADDENDA ISSUED DURING THE BIDDING PERIOD ARE UNIFIED IN THIS DOCUMENT. IF DISCREPANCIES BETWEEN THE UNIFIED SET AND THE BIDDING SET INCLUDING THE ADDENDA ARE FOUND, THE BIDDING SET WITH THE ORIGINAL ADDENDA SHALL GOVERN. r STRUCTURE ROOF / DOUBLE LEAF ACCESS HATCH PER SPEC 02726 ELEV 12.47 . - . ' V . ' ' --#7 @ 12" ' ' . ( . ' ' . T . • . • . • . • . • . • . • . • . • . • . • • • . Lo . ----#7 @ 12" EF (TYP) ~ . >! #7 @ 6" l:IL-----------EF (TYP) • . • . . . • . • \ SEE C5002 l FOR CONCRETE FILI • . • . . . • . • . @ 12" EF @ 6" EF ~ C EE C5002 FOR ONCRETE FILL 0 ~ -~ ~ ' \ I -•. . . ' \_ FOR REBAR DETAILS SEE SECTIONS C SECTION 1 / 4" = 1 • --o" DESCRIPTION AND D THIS SHEET B DESIGNED BY: ELKHAlEEB, JAMEL -11/9/05 DRAWN BY: BULLOCK, LARRY -11 /9/05 CHECKED BY: SCHELLHASE, TODD -11/9/05 I • LINE IS 2 INCHES • I AT FULL SIZE DA TE APPR. (IF NOT 2" -SCALE ACCORDINGLY) '-. . . . . \__WATER STOP (TYP) SECTION C 1/4" = r-o" • ~ . ~ -,, ' D FOR " -, REINFORCEMENT nnl ~® BLACK& VEATCH Black & Veatch Corporation Los Angeles, Ca6fomia . • . r, . ·_t. . . ~ ~ "'-/ / DOWELS /#8 @ 12" //,WATER STOP/ #7 @ 12"_} T&B EW --~ (TYP) EF (TYP) SECTION ---D-- 3/8" = 1'-0" 4' 2' 0 5' 1/4"=1'-o" . ____ .__ NOTES: 1"--- 12" 6"0 1' 2' 3' 4' 5' 6' 7' 1. SEE SHEET C5002 FOR CIVIL DETAILS. ORANGE COUNTY SANITATION DISTRICT 3/8"=1'-o" 2. ELEVATIONS SHOWN ARE BASED ON PLANT 2 SURVEY SYSTEM. NEWPORT TRUNK SEWER AND FORCE MAINS B.P.P.S. TO COAST TRUNK SEWER JUNCTION STRUCTURE SECTIONS PROJECT NO. 5-58 DRAWING NO. S5002 28 OF 28