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HomeMy WebLinkAboutS_5221_S,I . , • ., , .... ·A-i_., 'I . , ,.--------------------------------------------------------,, ,· (. • --------- --- LEGEND Re~(e-A& =#="· • s_ s221_s • DISTRICT NO. !5 BOUNDARY CITY OF NEWPORT BEACH BOU.NDARY ■ SHEET NO.• ICALI 1• • 2800' t PROJECT LOCATION *POTHOLING ONLY IINlL UPPIEII ll[Wf'OIIT ... ., . ' DISTRICTS NOS. 5 & 6 REPL,ACEMENT OF PACIFIC COAST HIGHWAY GRAVITY SEWER BETWEEN THE ARCHES (NEWPORT BOULEVARD) AND DOVER DRIVE CONTRACT NO. 5-37-4 MAY 1993 , • SHEET 1. 2. 3. 4. 5. 6. 7. B. " INDEX OF SHEETS DESCRIPTION TITLE SHEET HORIZONTAL CONTROL SHEET HORIZONTAL CONTROL SHEET POTHOUNG PLAN STA. 9+52.00 TO STA. 18+00 00 POTHOUNGPLANSTA.18+00.00 TO STA.27+0000 POTHOLING PLAN STA. 27 +00.00 TO STA. 36+00.00 POTHOLING PLAN STA. 36<,00.00 TO STA. 45+00.00 POTHOLING PLAN STA. 45+00.00 TO STA. 54+00.00 POTHOUNGPLANSTA.54+00.00 TO STA.60+1968 • 10. 11. 12. 13. . 14. 15. 16. 17. 18. REHABIUTATIONPLANANDPROALE STA.64+57.11 TO li,TA. 73 ♦ll0.00 REHABIUTATIONPLANANDPROALE STA. 73+00.00 TO STA.82+00.00 REHABILITATION PLAN AND PROALE STA. 82+00.00 TO STA. 91 +00.00 REHABILITATION PLAN ANO PROALE STA. 91 +00.00 TO STA. 100+00.00 PLAN AND PROALE STA. 100+00.00 TO STA. 109+00.00 , 19. - 21. 22. ' 23. • 24. 25. 26. 27. 28. 29. • Approved WAS BUII': • PLAN AND PROALE STA. 109+00.00 TO STA. 118+00.00 PLANANOPROALE STA.118+00.00 TO STA.127+00.00 PLANANOPROALE STA.127+00.00 TO STA.134+41.47 MANHOLE BASE DETAILS MANHOLE BASE DETAILS BEDDING ANO MANHOLE BASE DETAILS TRAFAC CONTROL PLAN TRAFAC CONTROL PLAN TRAFAC CONTROL PLAN TRAFAC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFAC CONTROL PLAN TRAFFIC CONTROL PLAN IBAFAC CONTROL PLAN TRAFFIC CONTROL PLAN BART STARRE 11 Construction hspector, C.5.D.O.C. ,AGENCY INDEX ALL IW'ORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATIONAL STATUS OF UTILITIES AND/OR IMPROVEMENTS, WHICH APPEAR ON THESE PLANS WAS PROVIDED BY THE • FOLLOWING RESPECTIVE OWNERS OR AGENCIES / Name and Address ~ flKl!ll Name and &:ldl'ISI ~ fbilllll • - County Sanl!atlon Olstrlct al Orange County C.S.0.0.C 714/962•2411 Soulhem Calffomla Gas Co. S.G.C 1919 51818 College Bolievard 714/1134,1262 10844 Ellls Avenue Fouruln Valey, CA 92728 Soothem Calffomla Edison Co. 7333 Boise Avenue Wet1mlnaler, CA 92683 County~ Orange, Envtronrnental Management Agency 400 CMc Center Drl\le Saru Ana. CA 92701 City ~ Newport Beach 3300 Newport Blvd Newport Beach. CA 92663 Underground Se<vice Alert S.C.E Anaheim, CA 92803 714/895-0244 Comcast Cable Vision 2201 Soulh Ame StrNt Sarca Ana. CA 92704 O.C.E.MA 714/834-2300 Callfomlll Departmenl al Transportation 891 South Tustin A__,. Orange, CA 92666 City d N.B. 714/644-3011 Paclllc Bell USA 800/4~-4133 1452 Edinger A__,. Tuslln. CA 92680 CITY OF NEWPORT BEACH 1 1 • ~ -,/10 f,"> RCE 38799 JEF -i -1r\JEART -.~ DIRECTOR OF UTILITIES COUNTY SANITATION DISTRICTS OF ORANGE COUNTY APPROVEDa,..., i,;,. ~ RCE 18424 'JOHN A. VINCENT ENGINEERING MANAGER c.c. 714/285 '2050 CAL TRANS 714/639-&151 P.B. 714/259-3877 ' DATE -7 _BalAe EnQ/1,ea/1 IQ· car,::,araua , 1501 QUAIL STREET NEWPORT BEACH.CA 92658 (714) 476-3300 • PREPARED UNDER THE SUPERVISION OF: SHEET -(l~~ ~-S¼i PHILIP E. STONE R.C.E. 17714 DATE I OF 29 SHEETS •. . • • • - (3. 45) --CATV-- --c-- --E-- --FMS-- --3'G-- --8·s-- --18' SD---- --T-- --4'W-- -,---0-- --C}--- --&---· -~ lE - U@ ~- ----- _..JL.JL."'----=-, ------ ,6. -IOI- 0 ):( .... CJ D ■ * • ):( ■ (j) □du- (D:- 4 e ® 0 Wf/11/;j -120 -' ' I I I I I ' • ' ' • ' ' I I • • ' I I ' I • I I • I ' I I ' ' I I I ' 2 ,, + I I I 102 & I ' ' I I I ' ' I ' • N D SCALE• I'• 300' 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 , , , ' , , , ' , , 6;1- " '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 ,,__s_u_PER, OR A VE ~ " " 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 ' 1110 II + 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 f- ~ ,i : !ti I I :# :~~ o~: POINT STATION I 2 4 6 9 I I 99 1•00.00 00 2•50. 76 01 6•85.98 02 14•20.17 03 17+28.22 04 23+96.60 05 26•43. 78 06 30•22.39 07 62+08. 19 08 33•00.93 09 39•45.35 10 42+16.63 II I 58•60.87 120 9+54. 15 122 31 +49. 80 124 50•38. 12 126 58•36.58 STATION LINE HORIZONTAL CONTROL POINTS ' COORDINATES DESCRIPTION MARKER N E DESCRIPTION 535,796.00 , 483,908.0 I RP 533, 796. 12 , 484,379.24 RP 533,349.62 , 484,908.51 RP 534,884.42 , 486, 529. 54 RP 535,109.35 ,487,304. 71 RP 534,826.82 , 488,924. 55 RP 535, 149. 55 , 483,263.94 CL INT PCH & 61ST 535,062.25 , 483, 386. 85 CL BC WELL MONUMENT 534,904.07 , 483,787. 77 CL EC WELL MONUMENT 534,805.99 ,484,515.37 CL BC WELL MONUMENT 534,719.66 ,484,809.86 C!.. EC WELL MONUMENT 534,437.20 ,485,415.63 CL BC WELL MONUMENT 534,310.49 ,485,627.35 CL EC WELL MONUMENT 534,083.69 , 485,930.5 I CL BC WELL MONUMENT 533,328.72 , 489,000.06 CL EC, DEFL 00·03·47.7 R WELL MONUMENT 533,949.85 , 486,173.77 CL EC WELL MONUMDH 533. 720.58 , 486,776.02 CL BC WELL MONUMENT 533,647.68 , 487,036. 92 CL EC WELL MONUMENT 533,351.38 , 488,654. 25 CL BC WELL t.10NUMENT 534,868.24 , 484,053.54 CL INT PCH & OIL FIELD ACCESS ROAD 534,014.07 ,486,037. 11 CL 'INT PCH & SUPERIOR 533,499.64 1,487,844.97 CL INT PCH & HOAG HOSP, ACCESS ROAD 533,355.75 I, 488,630.35 CL INT PCH & PCH ON RAMP i STREET CURVE DATA I\ . R b,. L TAN • &. 900' 27• ◄2' 26. 0' 435.22' 221.95' & 1019' 17" 19' 16.0' 308.05' 155. 21' & 1200' 11-◄8'07.0' 2◄7. 18' I 24. 03' I I\ 1000' 15' 57' 3◄. 0' 278.54' 140. 18' '-~ 1486' 1 o· 21· 34. o· 271. 27' I 36. 01' ' , ' , ' , I ,' ,.~ : w ,.., ov ', -- --:=--------+l24 "' Z o HI GHWA - -=------: ill -z £ 1500' 13' 16'01.0' 347. 33' 174.4 ◄' I I ,, --· LEGEND EXISTING ELEVATION EXISTING CABLE TELEVISION EXISTING TRAFFIC SIGNAL CONDUIT .EXISTING ELECTRICAL 4 ,, Cf EXISTING FORCE MAIN SEWER (SIZE AS INDICATED) EXISTING GAS LINE ISIZE AS INDICATED> EXISTING SANITARY SEWER PIPE (SIZE AS INDICATED> EXISTING STORM DRAIN (SIZE AS INDICATED> EXISTING TELEPHONE CABLE/DUCT EXISTING WATER LINE (SIZE AS INDICATED) EXISTING MANHOLE EXISTING VAULT EXISTING WATER/GAS VALVE EXISTING FENCE CTYPE AS INDICATED) EXISTING CURB & GUTTER EXISTING RAILROAD EXISTING GROUND EXISTING PAVEMENT EDGE OF PAVEMENT ENCASED PIPELINE TEMPORARY EASEMENT LINE PERMANENT EASEMENT LINE RIGHT OF WAY LINE CR/Wl CITY ANO COUNTY BOUNDARY CENTERLINE PIPELINE, STREET AERIAL CONTROL POINT FIRE HYDRANT IFHI LIGHT STANDARD ILSl POWER POLE/TELEPHONE POLE (PP/TPI TRAFFIC CONTROL BOX ITCBJ WATER METER <WMJ GAS METER (GM) TRAFFIC SIGNAL I • I TRAFFIC SIGNAL ANO LIGHT STANDARD COMBINATION TELEPHONE JUNCTION BOX (TJB> SURVEY MONUMENT TRAFFIC SENSOR LOOPS DENOTES DETAIL NUMBER DENOTES DRAWING NUMBER ANGLE UTILITY PLOTTED BASED ON POTHOLE INFORMATION UTILITY TO BE POTHOLED DIAMETER REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT LIMIT AB ABAN AC ACP AH ARV AGGREGATE BASE ABANDONED ASPHALTIC CONCRETE ASBESTOS-CEMENT PIPE AHEAD AIR-RELEASE VALVE ARVY AIR-RELEASE/VACUUM VALVE ASPH ASPHALT AVE AVENUE AVG AVERAGE BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BF BLIND FLANGE BK BACK BM BENCH MARK BO BLOWOFF BOT BOTTOM BRG BEARING BUR CBL BURIED CABLE BV BUTTERFLY VALVE C CONDUIT C & G CURB AND GUTTER CATV CABLE TELEVISION CB CATCH BASIN DIST OU OWG DWY E EC EL ELEC ENC EP EQ ESMT EXIST FH FL FMS G GIP GV HOPE HORIZ HPG HW ID CF CURB FACE IE CIP CAST-IRON PIPE INTR CIPCP CAST-IN-PLACE CONCRETE PIPE INV CL CENTERLINE IRR CLR CLEAR JB CML&CSP CEMENT MORTAR LINED & COATED STEEL PIPE L CMLSP CEMENT MORTAR LINED STEEL PIPE LF CUP CORRUGATED METAL PIPE LT CO CLEANOUT MAX CONC CONCRETE MCD CONST COORD CTS CULV D DEFL DIA DIP CONSTRUCT COORDIN,.TE CATHODIC TEST STATION CULVERT DEGREE OF CURV,.TURE DEFLECT DIAMTER DUCTILE-IRON PIPE MH MIN MTO N NO NTS OD p Y ------~:-w120;6+t:~111 __ _J_J --' 1-w ---------107 ~ ~ ABBREVIATIONS DISTANCE DUCT DRAWING DRIVEWAY EAST END OF CURVE ELEVATION ELECTRIC , ENCASEMENT EDGE OF PAVEMENT EQUATION EASEMENT EXISTING FIRE HYDRANT FLOW LINE FORCE MAIN SEWER GAS GALVANIZED IRON PIPE GATE V"LVE HIGH DENSITY POLYETHYLENE !PIPE> HORIZONT"L HIGH PRESSURE GAS HEADWALL INSIDE DIAMETER INVERT ELEVATION INTERSECTION INVERT IRRIGATION JUNCTION BOX LENGHT OF CURVE LINEAR FOOT LEFT MAXIMUM MULTIPLE CONCRETE DUCT MANHOLE MINIMUM MULTIPLE TILE DUCT NORTH NUMBER NOT TO SCALE OUTSIDE DIAMETER POLE PB PC PCC PCCP PE PERM Pl PLRCPP pp PRC PT PVC PVMT R RP R/W RCB RCP RCSCP REOD RPMP RR s SCSP so SPEC STA STD STL TAN TBM TC TEL TEMP THB THK TP TYP VCP VERT w WSP PULL BOX I-Vl <l'. w ~w V) POINT OF CURVATURE/PLASTIC CONDUIT POINT OF COMPOUND CURVATURE PRESTRESSED CONCRETE CYLINDER PIPE POLYETHYLENE PERMANENT POINT OF INTERSECTION PLASTIC LINED REINFORCED CONCRETE PRESSURE PIPE POWER POLE POINT OF REVERSE CURVE POINT OF TANGENCY POLYVINYL CHLORIDE (PIPE> PAVEMENT RADIUS RADIUS POINT RIGHT-OF-WAY REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE REQUIRED REINFORCED PLASTIC MORTAR PIPE RAILROAD SEWER/SOUTH/SLOPE IN FEET PER FOOT SLOTTED CORRUGATED STEEL PIPE STORM DRAIN SPECIFICATION STATION STANDARD STEEL TANGENT TEMPORARY BENCH MARK TOP OF CURVE TELEPHONE TEMPORARY THRUST BLOCK THICK TELEPHONE POLE TYPICAL VITRIFIED CLAY PIPE VERTICAL WEST WELDED STEEL PIPE GENERAL NOTES I. STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG CENTERLINE OF PIPE. 2. AERIAL PHOTOS FROM WHICH THE TOPOGRAPHY ANO CONTOURS WERE PREPARED WERE TAKEN ON SEPTEMBER 10, 1992. BENCH MARK NO. N87-7-77 ORANGE COUNTY SURVEYOR ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY.ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE> ON THE SOUTHWEST CORNER OF A 7 BY 4.5 FOOT CATCH BASIN,THE CAP BEING 4.2 FEET BACK OF THE CURB FACE1 SET WI TH EPOXY. ELEVATION ■ 6.584119781 - NO. DESCRPTION APPROVED DA TE ONE INCH ON ORIG~ll REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 i501 0UAII. STREET NEWPORT BEACH,CA 92658 !Tl◄ I ◄ 76-:S:SOO PACIFIC COAST HIGHWAY GRAVITY SEWER HORIZONTAL AND VERTICAL CONTROL DAT A BASIS OF BEARINGS AND BENCHMARK 5_37_.34 JUNE ~93 ----DATt S • I CIT714 • .......,, J.L. II.CL UTI L.B.IM.F . MlT ..... c-2 29 Ot:aED M.J.S. II.CL DAT£ ... .. • • C) a:: <t > w __J ::::> 0 CD f-a:: 0 a.. NW c5 : ~ :~ l ..... __ ,...... __ _ w l----,,c;;:--tcKJ;--------wI 156• ::cu VJ 1- w <C w ::::::: VJ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' , ' , 605+ , , , , ' ' -- & , , , , , , ' , , , , , , , , , , ~ STREET CURVE DATA 6 R l::,. L & 1600' 32• 47' 30. o· 915. 72' & 2000' 12"04'04.0' 421.24' & 2000' 25• 24' 01. o· 886. 70' / I_\ 2499. 99' 18"20'54.6' 800.60' LK.',. 998' 11· 55' 34. o· 312.24' ~ PIPE CURVE DATA R l:::. L ' D' 2474' 1 s· 20' 54. 3' 792. 27' © 500' 06" 16' 46. 5' 54.80' , , TAN 470. 78' 211.40' 450. 76' 403. 76' 157.41' TAN 399.56' 27. 43' ' , , , , , , , , ,' ' , , , , , , , ' , , , , , , 512 ,, 'f , , , ' , ' , , , ' , , , , ' ' , ,k' , , ' ' , , , ' , , • ' , , , ' , , ' , , , & , , , , , • , , , , , , , , , , , , , , , , , , , ' ' ' , , ~/ ·~ 113 ~ 516 +-,,, ' ' • ' , , • , ' , , , ' , ' , , ' ' ' , , , , ' , , , , ' ' , 517 + ' , , , ' , ,, , ' , ' , ' : ' , ' N D , ' , , ' ' SCALE• I'• 300' ' ' , , ' , , ' ' , ' , , ' , ' , ' , ' ' , , ' ' ' ' ' ' ' ' ' ' , ' ' ' ' ' ' , ' ' , ' , ROCKY POINT PUMP STATION , , ' ' , , ' ' ' ' ' , ' ' , ' ' , ' ' ' ' ' ' , , , , , , , , ' , , ' , ' , , , , -- ' 83LI '322 115 STATION LINE HORIZONTAL CONTROL POINTS 920 922 POINT STATION COORDINATES DESCRIPTION MARKER DESCRIPTION I 13 104•50. 94 I I 5 120•43.85 I 16 112•43.25 156 • 66•57. 56 322 326 51 I 90•28.26 512 513 94•49.51 514 95•64.25 516 517 520 134•36.00 604 66•58. 19 605 606 75•73.91 607 78•48. 10 612 83•48.10 920 922 924 926 927 928 N E 531,661, 10 I, 492, 780, 69 531,332.19 I, 494,330, 58 531,43,:,97 I, 493,540, 05 533,350.85 I, 489, ll48, 87 531,370.08 I, 494,330.42 531,402.02 I, 495,362. 55 532,414.87 1.,491,587.96 530,681.37 I, 490,590.47 532, 16B. 02 I, 491,928. 34 532,091.27 1,492,013.63 533. 577. 91 I, 493,351, 49 533,330.99 I, 494,253. 55 531,375.25 I, 495,722.07 533,351.41 I, 489,449. I 7 531,753.42 I, 489, 529. 41 533, 140. 22 I, 490,327.40 533,003.47 1,490,565.06 532,754.10 1,490,998.43 531,360.39 1,495,241.96 531,361.39 1,495,241.93 531,371.25 I, 495, 560, 63 532, 368. 77 I, 495, 529. 77 531,395.56 I, 495, 750. 79 531, 429. I 8 I, 495,866.16 CL EC CL EC, DEFL 00-00-23,6 L CL BC CL BC, DEFL 59-49-20. I L CF €l BC CF NEAR DOVER CL BC RP CL EC CL BC RP RP CL INT PCH & BAYSHORE NEAR CL BC, DEFL 59-46-10.3 R RP CL EC CL INT PCH & RIVERSIDE CL INT PCH & TUSTIN CL I' N CL CL BC RP CL INT PCH & DOVER CL EC PIPELINE HORIZONTAL CONTROL POINTS PK NAIL CONC NAIL PK NAIL PK NAIL POINT PIPELINE COORDINATES DESCRIPTION STATION 826 103•50.57 828 104•38. 14 830 104•50.94 832 I 12•43. 25 834 120•35.53 BK= 120•43.85 AH 838 134•32.66 840 134•41.47 976 133•24.96 978 937 133•79.76 BK= I 33• 79. 65 AH N E 531,605.48 531,689.67 531.686.02 531,459.89 531,358.18 531, 398. I 3 531,406.94 53 I, 397. 80 530,898,04 531,396.49 1,492,751.74 I, 492,775.84 I , 492, 788. I I I, 493,547.47 I, 494,329. 78 1,495,718.01 1,495,717.74 1,495,610.27 I, 495,625. 74 I, 495,665. 03 BEGINNING OF SECTION I I I MANHOLE ANGLE POINT, □ELF 90-36-21. 7 R TRUNK SEWER EC TRUNK SEWER BC TRUNK SEWER EC, □EFL 00-0-23.8 L MANHOLE ANGLE POINT, OEFL 90-0-.0 L END OF SECTION I I I TRUNK SEWER BC RP TRUNK SEWER EC, DEFL 6-16-46.5 L " " ' ' ' ' ' ' ' ' ' ' E ', '' " " " " " ' ' ---g I __:....---I ' ' ' ' ' ' ' 976 937 838}40 ~ ---+----t-1---+I -~ 928 -+-~=· =--+ 927 924 t.PPROVEO ' ' ' ' : 520 ~o~ R.C.E. NO. )11 l.,, DAT!: ., /10 /•J NO. DESCRIPTION APPROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA . DISTRICT NO. 5 SO-J/e EnQII ,eer/J 1Q Cor,:,arallo, I 1501 QUAIL STREET NEWPORT BEACH,CA 92658 (714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER HORIZONTAL AND VERTICAL CONTROL DAT A 4 ' 5-37-,,o DATE JUNE 1993 ' • . ~ £ . c;~Cl77"4 ~-:~·~) ~ ClESQE> J.L. ll.CL C.UE --NO. DRAIN L.B.IM.F. \· t:◄621◄ Cl£0W) M.J.S. EN<HEJI R.C..C. OA,TE -10 --0 -10 9+00 ;i:,-ai16k i· 1 i' ONE INCH ON ORIGINAL 10+00 I I +00 .,..,.... iiEIE··"""Gt&U- PACIFIC I· ' 12+00 14'X5'RCB-CITY OF N.B. 30'DIP-C.S.D.O.C. 18'RCP-CITY OF N.B. 13+00 PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' 14+00 l8'StSP-CITY OF N.B. --- •' .·' . ·' / 1,: , "' I • V1 0 N "' ' 1., , IB'RCP-CI_TY OF N,B,, 6-4'DU-P.B. ; '• 30'VCP-C:s.·0;0.'c, 0,l 1 1/◄'C-CITY OF N. B. 36'DIP-C.S.D.O.C. ... _ __,.. .. _J""7_ ---~--.i' ' COAST 01 11 ' 15+00 12' ACP-C I TY OF N. B .• 12'STL-S.C.G. ,.. .,..., ' --,- I • '. -, ·"' ···-· I"'-·-·~ I 16+00 17+00 10 0 -10 18+00 l¼"C-CITY OF N. B. 3'PE-CITY OF N,B. 11' XS' RCB-C ITV OF N. B. IB'SCSP-CITY OF N.B. .,_ 0 0 • 0 0 + co CONSTRUCTION NOTES @ POTHOLE EXISTING TELEPHONE DUCTS. @ POTHOLE EXISTING STORM DRAIN. APPROVED UT%1t.1,;::~ R.C.E. IIO. ~l'!'l DATE--~~1t_o~/~-~---- PLAN SCALE: 1'=40' NO. DESCRIPTION REVISIONS APPROVED COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE EloYle EnQlneetll IQ COl'/::,OtatlOl 1 l50I QUAIL STREET NEWPORT BEACH,CA 92658 (71◄) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER POTHOLING PLAN ST A 9+52.00 TO STA 18+00.00 4 5-37- DATE JUNE 1993 llESDEI J.L. ""'"' L.B./M,F. C1£acm M.J.S. PRO..UT' ENGIEER CIT71◄ ...... R.U. --Ill. 5-\8 • ~- DATE SffE£T ., -' 4 29 DUE NO. .. 0 -10 18+00 0 0 • 0 0 + '<I" CX) 0 z <( f-I- u.J <fl u.J ::c: w V'l z LJ..l u.J _J V'l I u I- <( ~ ONE INCH 0~ ORIGINAL PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' 10 0 -10 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 -----------2Q♦00 ---------12 'HG---,- =====-,a,-==== -------------___;;;;;_.----- JO'VCP-c.s.o.o.c. I8'RCP-CITY OF N.B. 1 1/◄' C-C ITY OF N. 8. 36'01P-C.S.D.O.C. "' • .,. "' .,,z ... .,.ro .. co N -== ==---:::::: ==: -=----=---------------- 8'VCP-Cl1Y 0~ N.B. 8'~5'RCB-CITY OF N.8.--.._ • l¼"C-CITY OF N 9 f~.DIP=C.s.o.o.c. • "---'=3'PE-CITY OF N:s: STL S.C. G. ..-----I8'SCSP-CITY OF -N.8. --~ -------.i.---~c:--~~~---------~------< - ------,-.z=---~--------=--~--=----...::::::::-.. E---- \{) 0:: . .. ..,. > "' ----------- ------ --------------------------------------- -------- 0 0 CONSTRUCTION NOTES POTHOLE EXISTING STORM DRAIN. APPROVEO ').--I.cf_ ~ UTIL{riffrifRECTOR R.C.E. NO, -:,t,,'l') DATE __ '!4/__:_10"-lc/,~3 ___ _ PLAN SCALE: 1'=40' NO. DESCRIPTION REVISIONS APPROVED DATE COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 ElotAe Enc,lr,eet'/1 ICJ Corr.,orat/o, , 150I OUA[L STREET NEWPORT BEACH, CA 92658 C714l 476-3300 PACIFIC COAST HIGHWA y GRAVITY SEWER POTHOLING PLAN STA 18+00.00 TO ST A 27+00.00 4 -~ .. :i. t;;""""jliNE'"i9!iJ1[7z-7-:--::-"7...:...:::_:...:..:..:._:::..:_~~~~5~-3~7'.:-.%!.J "I:. . ,:.,, . ~,. DATE JUNE 1993 """"" ,.,_ ClTTl-4 5·'.tl· DESIGIEll J.L. ;J.T ORJ.IN L.B./M.F, C>£ruD M.J.S. ~CTEHGN.£R -=-OAT£ SKET 621◄ '-.. , R.CL DU£ NO. 5 29 ~ • ONE INCH 0~ ORfGINAL 10-,---...... 0 -10 27+00 . ,0 0 • 0 0 If) + ,..__ 0 2 N ~ 1- 1.J..J I.J..J :i: I- V) VJ uJ I.J..J I.J..J VJ z --J ·- -trl "' - ' M ,._ 18 5' 4---~ --·-,-...--L -r-·----' ' ' "' 0 a: a: "' a: co ~ ~ <( > -!/;- _c ' ~ a:: (le ~- <( <( > > -=-~ :z: (._) 1-I ,-l-=--....;;~-=---.r -=~- -yS 30' vcP-c.s.o.o.c. 36' DIP-C.S.D.O.C. 1 2' C Cl N 16' CONC E 4-5'0UU 28+00 NCl-CITY OF N. 8. N 20' CSGl -S, C. E, I • ' 29+00 30+00 31 +00 PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' 33+00 IO"VCP-CITY OF N.8. 3'PE-CITY OF N.8. 12-4'DU-P. 8. 3-4' DU-P. 8. 8'VCP-CITY OF N.B . 8-4'DU(A8ANl-P,8, 34+00 35+00 IB'RCP•CITY OF 12'STL-S.C.G. 4-5'DU-S.C.E. N. 8. R/W ~~•~\-----\ --- HIGHWAY 10 0 -10 36+00 0 0 • 0 0 + \.Q r-- i<) o 4-Z I-1- --7 tf) u.l uJ 3 21·vcP-c.s.o.o.c. 2' STL-5. C. G. l1/4'C-CITY OF N,8, l-2'DU-P.B: 1-4' DU-S. C. E. uJ ~ z -uJ _.l ~ 'I-o 1- .::( ~ ' CONSTRUCTION NOTES @ POTHOLE EXISTING GAS LI NE. @ POTHOLE EXISTING FORCE MAIN SEWER. @ POTHOLE EXISTING ELECTRICAL DUCTS. PLAN SCALE: 1'=~0' NO. DESCRIPTION APPROVED A PAOVEO ~ _).)~ -~ uiifrieR1RECTOR R.C,E.NO. ?eJ'l'l REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE DATE_--"<,/e.c•=o.-/,~~~---Bovie EnQJneer/1 H.J cor,:,aratfu, , 1501 QUAIL STREET NEWPORT BEACH,CA 9265B (714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER SfA DATE JUNE 1993 DESIGl£D J.L. ""'"' L.8./M.F. Cl£CkED M.J.S. POTHOLING PLAN 27+00.00 TO STA 36+00.00 -~ \ 5',,. Cl771◄ --... '"" • -.. ·:~ . ~ """"'CT .... I R.C.L DAT£ SI££! , .~.,-C◄621◄ • ' , .. '. 6 PRO..ECT ElO£ER R.C.L DATE NO. ~ 29 • ON[ INCH ON ORIGINAL -I•>--+- 0 -10 36+00 w 0 :z: <{ 37+00 1-w w :r (/) ,_,_ ___ _ (/) w w (/) w z _, ::r: u ,_ <{ ~ B'VCP-CITY OF N.B. 38+00 39+00 40+00 PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' COAST 41+00 42+00 36'RCP-CITY OF 24'RCP-CITY OF 11/4 ' C-C I TY OF 3"PE-CITY OF N.B. 12' STL-S, C. G. 43+00 44+00 24'RCP(ABANJ-CITY OF N;B. ---~-------------t:" ---::::-=>---- -:::::...-- 10 0 -10 45+00 ----0 0 • HIGHWAY 00 0 z \- u.l \.J_J ::i:: Ill uJ \.J_J \JI APPAOVEO @ @ @) PLAN CONSTRuc\ I ON NOTES POTHOLE EXISTING TELEPHONE DUCTS. POTHOLE EXISTING GAS LI NE. POTHOLE EXISTING ELECTRICAL DUCTS, SCALE: 1'=40' NO. DESCRIPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF DATE DESIGl£ll CRAWN 0£C(£0 ORANGE COUNTY, DISTRICT CALIFORNIA NO. 5 JUNE 1993 ' \ ' °"'"'° MO. f-.:::., ....-'"'-\.>· 1.t?' '·. ITTI◄ ,., ! .~ . J.L. PRO..l:CT MANA~ R.c.t. OAT[ L.B.IM.F. /I \ SIUT .,-I. ... . <:◄6214 ·' ; 7 M.J.S. P'RO.£CT o,:';Nil R.c.t. 0-'TE ..,_ DATE CY 29 • •. • ON[ INCH ON OR'1CINAL 101-t- 0 -10 r-- 0 z f-w w I V) w w V) PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' 45+00 46+00 47+00 48+00 49+00 0 0 • 0 0 + LO "-1" <l: I- (/) w z __J :r: u I- <l: ~ 1 1/◄'C-CITY OF N.B. 12'VCP-C.S.D.O.C. ------------- 3'PE-CtTY o----- ----------1-----r--11---t- l/l . N ------=---------- --------1--- 1 co "' ---=---=--T=::::---- . I . I~~ .. E--I ~- -----=-==------ 30'DIP-C,S,D.O.C. 12'STL-S.C.G, OF N. B. . N "' 3'PE-CITY I· • OF N. B. I[_ STA 50+38. 12 1-5' DU-S. C. E. l-4'GIP-P.B. ~⇒~=~~~*~==~=-==--=~+~:t::-=---~-L _:: __ -=..:::.>.s ---;6-----=J ::> -4-5'□U=S.C.E. 1-4" DU-P. B.---J I 1 1/◄' C-C I TY OF N. B. 2-4' DU-P, B. / / I I l24'RCP(ABAN)-Cl~Y OF 3-3'& 5-5'DU-S.C.E. I_ 7'(14'XB'VAULT-S.C.E. N. B. .. -.1 .-1 _/ ---l!':!im!\'!'!!l!-!\?IJ!~ffl"l9!"ffl~IR"!i!'c!IMl!""llmti1~!:!.-:-~"i'~~-~';JJ/fi'li'/!'.',:ff:, '!!!·li!.t'lrc'!!. lll'.!!l:!l'!:!lffl!'.l,'lllffl" -"' , , :__.;:;--·---~----• •·------ 10 0 -10 50+00 HOAG 52+00 53+00 54+00 ------ 4-5'DU-S.C.E. ~ 1 IB"RCP-CITY OF N.B. ~ 6'ACP-CITY OF N,B. "' N. B. BUR CBL-C.C.C. • . I I ---------- 27'VCP-C.S.D.O.C. 36'DIP-C.S.□.o.c. 12'ACP-CITY OF N.B. . , .. ' ·'. • 14 I I :.,/. ..;••t.-... ' '·"-~-~-~.-. . ' ' . .' ;~ '~ ~~~t-~~~ · -,~· . . -·,. -.~~~}"·~f ---'c'r~y • ~~>'·S<l~~. -· -~"'-V. . -..~ ':,, ,_. ,,-'-;©-~···~ ~:-.• ~· • '· ·• 't;.:,i;_'---"-,,_... ;,. j:1:~!?,~:t. .. -.. _,., .. -~-~ • '-. . • . -t. • ;.• ... : ·,. ;!,;.. ,.,;.-; . ·, ,.;-., ' • • . ,; ··1• ' 'it .. -· •~-A. t .; r.~· .. -~ . . . ~. ?.ll'-'lf'W ,._,_ . . ..:,1 . 'li;l .. ' ' . . . '. ~ .,.~,-.; .. ·.-.,t """~" ' >tit.~ ' .., ' •• \~ ~ • ~it d~ _;/''. -~-;; fJ·., • • :,.w~· ii·:~•·;:;_.. ,Y,:. ·•"'•""". • • • ,. ~ I~~M°~'!',!flf'! • .--. - -'· ~ ,,.. .. .. ~ 't ~ ~/ ?":~~~Jr·"•%· ~ • ', •. ~ . wt· ~~~-t~~ j.,,-;:,c.,f.i,•.'o/i,_t ,, ,._-t-~~~,; .. ~~-~h~~ t.7 ··e""_l1t.r~v.~~xr:r~l ;J/~(~;,-~:~;Jt,}11,. """'!° .,.t1.;.t%.':."'i1'~_"~~~:_ 41' • ~ • ~V'Ai :'~. ~ ___ _:~~ Al:i')il';.'~~•.t~;"/1!'~~~-ii:.'l~~ A I - • I ,' . 1 ---• ' •. • • l HIGHWAY • -•• CONSTRUCTION NOTES @ POTHOLE EXISTING TELEPHONE DUCTS. @ POTHOLE EXISTING FORCE MAIN SEWER . 0 @) POTHOLE EXISTING ELECTRICAL DUCTS. 0 • 0 0 + "-1" O') LO 0 <( z I-f-(/) w w w I z V) w __J w V) I u I- <l: ~ r--0 PLAN SCALE: 1"=40' NO. DESCRIPTION APPROVED DATE APPROVED nWo~ R.C.E. NO, 1fn,2 DATE "I{..,/,~ REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 Bot,,/e EnQII Jeerll IQ COrDarat/LII I 150! QUAIL STREET NEWPORT BEACH:CA 92658 (714> 476-33QO PACIFIC COAST HIGHWAY GRAVITY SEWER POTHOLING PLAN ST A 36+00.00 TO ST A 45+00.00 1 5-37~ DATE JUNE 1993 . "... . ' , 'A.., Cl771◄ ......... NO. · ........... , _..,.~~';i..-.., DESNHD J.L. 7 ~"" R.CL DATE OttlWN L.B,/M.F. , , . SlfiT _ _,,,,' ' • C4621-◄ ' • "' • ' ; 8 29 CIECICED M.J.S. Pff0.£CT NH:ER R.c.L DATE NO. CK • • ONE INCH ON ORIGINAL 111-4-- 0 -10 54+00 0 0 .. 36'01P•C.S.O.O.C. 12' STL-5. C. G. ==36'SD ----- 55+00 I ' 56+00 36'RCP-CITY OF N.B. 1 1/◄' C-C I TY OF N. B. 2'C-CITY OF N. B. 3"PE-CITY OF N.B. 57+00 R/W~-- 58+00 PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' 60+00 10 0 -10 61 +00 I 11 / Cl <fl . "' • " ' . ~ -- l'/◄'C·CITY OF N. B. • 6-5' DU-S. C. E. BUR CBLCABANl-P.B. CONSTRUCTION NOTES @ POTHOLE EXISTING FORCE MAIN SEWER. @ POTHOLE EXISTING ELECTRICAL DUCTS. @ POTHOLE EXISTING CABLE TV DUCTS. PLAN SCALE: 1'=40' NO. DESCRIPTION APPROVED DATE REVISIONS APPROVED COUNTY SANITATION DISTRICT OF ~ ORANGE COUNTY, CALIFORNIA UT~RE~~c;, NO. ~"3~e,,_'I_,_ ~----__;•::....____:D:...:..l ..:S:....:T...:R..:..:..I.=...: CT__;N..;.O.;..._. _5 _____ ~_ .,-., 1 DATE ,[,o/'l1 sc,,,,/e EnQlneer/J IQ t:arr.,arat/DI I 1501 QUAIL STREET NEWPORT BEACH,CA 9265B 17141 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER POTHOLING PLAN ST A 54+00.00 TO STA 61+00.00 5_37_,!, ........, NO. DATE JUNE 1993 -c~. ~ ;; <+ C117i. :0 •• I . :.. ~.., . . _,. llESIG1ED J,L. PR<>ECTfl\ R.C.E. DAT[ S1£U ....... L.B./M.F. .-1~,,l1 .. , . ..,~ ,._,c◄ 621 ◄ .... ' .. . ., 9 29 M.J.S. DATE ..,_ CE Cl£Cl([D PRO.E:T D<CN:ta '-CL . ' • ' ' I I i ' ' I ' • I. HYDRAULIC DATA d = 24' D = 0.70' n = 0.013 S = 0.0007 a = 1.65 CFS = 1.07 MGD V = 1.62 FPS ON( INCH ON OR!GIN~L ' ' ' ---I -- I, . ' l • ' ' I I -. -· .. : ! - ··r::-__ :· _ r ---. -----.. -· --I -I i -~=·•>. ~· 1.-ft • {e -- ' I PACIFIC I - : I -I - C HIGHWAY CONSTRUCTION NOTES PROTECT EXISTING 36' FMS AND 4-5' L 5-4' ELECTRICAL DUCTS, SEE SPECIFICATIONS, CONSTRUCT~ ID MANHOLE PER CSDOC STANDARD DRAWING S-050 AND DETAIL 2 ON SHEET 18, F~PROFILE OF €IT¥ OF NEWPORT EXl!IT, BEACH 24' .. P., SEE DETAIL'2JHERE ON. REHABILITATE EXISTING 24' V.C.P. PER SPECIFICATIONS. REMOVE EXISTING \4• V.C.P. AND RECONSTRUCT NE}41-:-,(2' V C P WITH TYPE I I BEDDING. FOR PROFILE SEE DETAILl__!JHERE0 0N." MODIFY EXISTING CITY OF NEWPORT BEACH MANHOLE PER DETAIL© ON SHEET 18. COMPLETELY REMOVE EXISTING 60' ID MANHOLE AND BASE AND CONSTRUCT NEW 60' ID MANHOLE PER CSDOC STANDARD DRAWING S-050. NOTE: ..LJ!E W/11-1 P. V.C. EACH of the f-EW MH. of the CITY of IEWPORT BEACH per C.SD.O.C. STAMJARD SPECIFICATlONS and DWG S-Osa PLAN SCALE• ASBUILT ... I I 1 =40' NO. DESCRIPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 eo-te El IQ/I eetll IQ c::orr:,orat/Oi, 1501 OUAIL STREET NEWPORT BEACH,CA 92658 171◄) ◄76-3300 DRAIN L,B.IM.F. ......, ot:cm M.J.S. ◄62M R.C.L 9 ' . I I • -+---4--f---+----'l-+---+--+---+---+-i-t--+--+----+-+-+-t-+---+---+--l -+---t-+-+-+---t-t-+-i'~lil\t~,--t-,-+---,-t~-t-+--c-!~-t-~:--,--/t-f-+-1-+-+--t-t-+-t- ~jl--1-+---+--+--+--+-l-t--+---+---+-+->i--+--+-----+-+-l-+---+----+-+~-i ■ --'--+---'---l--l'--1-+----'--+'t! , . J. i -• r 8.. "! , • N l -• N I ' I ►' -+'-'--'--i.C..::!=-+---+--+---+=--4-"--'l-+c-'--t-'"l►.1-=t-+'+-+-'-t-,-:-jl-b~L-L ~-1. _-, w: --_ : -= --... _-. l t= f ! ..J: ., 'I¢ ___ -_, ' w> -!-, I ' -' 4 ~l-~·~--·+·-•~1~'~·1-+·~·+--l----+--+-l-'----l-+-<1►,-+--'~1-·_-l-·+---+--l----+1---+--l-----,- --+-t-:,,,-+---t----t-c-t---,,-tl-;!--,-: ti; Z '. ·-1 ·: -:. · ·· :;:; ~ _ -._ -t HYDRAULIC DATA d = 24' 0 = 0.70' n = 0.013 S = 0.0007 Q = 1.65 CFS = 1.07 MG□ V = 1.62 FPS ON£ INCH 0~ ORIGINAL I I I I 1/ ,.0.1 ·iA+42.00 MH 0 ~:: i: :~: ~~l i \ 8'N•C3.58l \ I-~·'-'-:-· -' 0 , c--i/~:el . o. cl, ~-~ ,~ .,-!~~~U-cS-C,;E. - Z-<1 -·..>1--·--·----· --y .. :: .. : •• --2"•· \-• ·:.:. ~ 1-ul I/') 36~ Ff.IS:: uJ . -.r:i rr :i: a-8,/ 1/lZ w- ul 1/) (..) ' \- .<{ ~ 1.?. • ' /I ASPrl 1-~~~--- -L,:.- 1• 4-S'DU-S.C.E. 4'X6'6'X7'VAULT-S,C.E. BLDG PACIFIC ' R/W JfJ---~ CONG \0.'3 COAST ----~ ST~sn•48 DETA ASPH. HIGHWAY --· \./.r-----: '6' X7!-V'AUL T-S. C. E. • L&CSP-C.~. D. 0. C.{, CSCP-CITY 'OF N.B. PC-P. B. . ' .. ' l i ---I _J_ ' .. ' ' I I -t ' ' ' ' --+-~ ~ ---1~- _j_ __ ,_ -t----~ . -! i i --I CONSTRUCTION NOTES CONSTRUCT 8' V.C.P. WITH TYPE II BEDDING. PROTECT EXISTING 36' FMS AND 4-5' & 5-4' ELECTRICAL DUCTS, SEE SPECIFICATIONS. CONSTRUCT 60' ID MANHOLE PER CSDOC STANDARD DRAWING S-050. REt.lOVE EXISTING 60' ID MANHOLE COMPLETELY, AND CONSTRUCT NEW 60i-:-f.D MANHOLE PER CSDOC STANDARD DRAWING S-050 ANO DETAIL\2)0N SHEET 18, REt.lOVE EXISTING 60' ID MANHOLE COMPLETELY, AND CONSTRUCT NEW 72' ID~HOLE PER CSDOC STANDARD DRAWING S-050 AND DETAIL 4 N SHEET 18. ~ PROFILE OF CITY OF NEWPORT BEACH 8' P .. C., SEE DETAIL1.,VHERE ON. REHABILITATE EXISTING 24' V.C.P. PER SPECIFICATIONS, CONSTRUCT 48' ID ~ANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING ST0-401-L, CONNECT NEW 8' V.C.P. T?AISTING 8' v.c.P., AN REt.lOVE EXISTING 48' ID MANHOLE. SEE DETAl~ON SHEET 18. &@ LI NE EX I ST I NG CI TY OF NEWPORT BEACH MANHOLES !EE 5FEC IF I CAT I 0115, ~ wrm POLYURETHANE PER C.S.D.OC. STD. ffeECS. 33-4200. \[JI CONSTRUCT 8' P.V.C. WITH TYPE II BEDDING. @ CONSTRUCT 6'X 8' ECCENTRIC FLEXIBLE COUPLING. ~ ~ PLAN SCALE• :}[;/._--fs bt<v ' .Jr lJDIRECTOII 11.C.!.NO 2s,,, DATE ,(,o 1,, '.5 8Utt.,T I • = 40' NO. DESCRPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE E1 ,a1neen1 XJ caroaraaa 1 1501 QUAIL STREET NEWPORT BEACH,CA 9265B (71◄1 ◄76-3300 - DATt I "' ·- ' . . ... ! .. !-----·-. ' .. 1:....:...J_ -" -.:1 .. : ---. ·• STA 82+00.00 TO STA 83+74, 10 HYDRAULIC DATA d = 24' D = 0.70' n = 0,013 S = 0.0007 Q = 1,65 CFS = 1.07 MGD V = 1.62 FPS STA 83+74. 10 TO STA 91+61.00 HYDRAULIC DATA d = 24' D = 0.30' n = 0.013 S = 0.0007 Q = 0,21 CFS = 0.14 MGD V = 0.88 FPS ONE INCH ON ORIGINAL ,-- 82+00 9.1 ---------. . 1 83+00 TUSTIN ,, ·-·· · -· ----- 84+00 E 2DU-P. 8. 8'VCP-CITY OF 6'ACP-CITY OF STA 83+74. I IE PACIFIC - ------·c:c ·.:::::t:,:_ ::·_· -- ' IU. I i I ·-----➔-:--::;_:-~ --------- ·•··· -- 91 +00 • ------- ---- COAST HIGHWAY I • CONSTRUCTION NOTES PROTECT EXISTING 36' FMS ANO 4-5' & 5-4' ELECTRICAL DUCTS, SEE SPECIFICATIONS. REMOVE EXISTING 60' ID MANHOLE COMPLETELY, ANO CONSTRUCT NEW 60' ID~NHOLE PER CSDOC STANDARD DRAWING S-050 ANO DETAIL~ON SHEET 18. REHABILITATE EXISTING 24' V.C.P. PER SPECIFICATIONS, COMPLETELY REMOVE EXISTING 60' ID MANHOLE ANO BASE ANO CONSTRUCT NEW 60' ID MANHOLE PER CSDOC STANDARD DRAWING S-050. RECONNECT 2' P.V.C. VENT FROM EXISTING 36' FMS. LI NE EX I ST I NG CI TY OF NEWPORT BEACH MANHOLE::> SC:C: Sl'EI: IJ IC •TI ONS WfTH POl.YUREmANE PER CSD.O.C STD. SPECS. 33-4200. PROTECT EXISTING 2-4' PC TELEPHONE DUCT, SEE SPECIFICATIONS. PLAN SCALE• AS BUILT I /15 J3UILT I ' = 40' NO. DESCRPTION IJ'PROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DJSTRICT NO. 5 DATE Elc,,,,.,/e E1 IQI, 1&ett1 IQ o-,r,::,araaon 1501 OUAIL STREET NEWPORT BEACH.CA 92658 CTI◄) ◄16-3300 • 1-.-__ i _-_r __ ~-r-t---• -- -. -, _:c_T--c: -::. :-=-~~,--_:-,cc -•--· --· ·---~------+----+---•--- I f i -----· ---·· --. ::_:-_ -_:, t:,--------. -· -. -.• -' . -. - I .. l l I -. ' I - I I 1 +--+-------+-t----+--+-t-+-~----+-+-"----+-------+-f--t -----:-+--+---t-! ' -+·-+-+--r-t---t--+-t-+-t-+--+-tt--+--+-+-+-+--+-t--+--+-t-+--:-r-------+-t---+--+-t-+--+-+-+--t--,--+-t-+--t---f--t----t--+-t-+--+-+--t-t-+--+-+-+-+--+--lt---+--+-t-+--+----t---+--+-+-+--t------+-t--+--+--+-+--+--+-t---t-- STA 91•00.00 TO ST A 9 I • 61 . 00 HYDRAULIC DATA d = 24' D = 0.30' n = 0.013 S = 0.0007 Q = 0.21 CFS = 0.14 MGD V = 0.88 FPS STA 91•61.00 TO STA 96•25.51 HYDRAULIC DATA d = 24' D = 0.10' n = 0.013 S = 0.0007 0 = 0.01 CFS = 0.006MGD V = 0.36 FPS ONE INCH ON ORIGINAL 0 0 • ------ ! Ii . .... •24'S 6'FIAS== ,_.. .............. -1-....... ....., .......... , , .. ~~-ri1 -, / l?.9 I I -\ ~, J I 1;8 / / ~ ML~c!P c. s. o. d. d. 2~'RCSCP-CITY OF N.B. 8'VCP-CITY OF N.B. 12,4 ASPH 12.4 PACIFIC --12.'.l 13,0 12.7 ASr'H i2,6 12.5 24'W -- -~•. " . . C, • _. . ·, p '; ·, • . -_ ~: . e:,r~SM1lif?%c"i;i/:~l11~:,: !11 ; _. , • .,,-• , "''-~~1·,,:e-.,!." ,. - COAST HIGHWAY • l I • I -. . . -7 ------~-·--. i . t -j . .j t: ' -' ' . . . ' CONSTRUCTION NOTES I I I ... , I ' ' ... ~ ! ' .. --~r--J··-. . ' ' . . ... -• -··----i--... -. i : ---f----,- 1 I . . --------.-• I 1 . ----+--~ --l ... -4---t,. __ i : ... , .. , .. -1--- i ! t--•---~ -: ! ' I ' REMOVE EXISTING 60' 10 MANHOLE COMPLETELY, ANO CONSTRUCT NEW 60' ID MANHOLE PER CSOOC STANDARD DRAWING S-050 AND DETAIL 6 ON SHEET 18. REHABILITATE EXISTING 24' v.c.P. PER SPECIFICATIONS. COMPLETELY REMOVE EXISTING 60" ID MANHOLE AND BASE AND CONSTRUCT NEW 60' ID MANHOLE PER CSOOC STANDARD DRAWING S-050, PROTECT EXISTING 2' GAS LINE, SEE SPECIFICATIONS, REMOVE EXISTING COLL,V,SED 24' V.C.P. COMPLETELY AND REPLACE WITH NEW 24' V.C.P, lflTH TYPE I I BEDDING, CONSTRUCT NEW SERVICE LATERAL CONNECTION. PROTECT EXISTING 36' FMS, SEE SPECIFICATIONS. AS BUILT 1 1/9 et/lt.T cs est. PLAN SCALE• I ' = 40' NO, 0£SCRIPTION APPROVED DATE Af'l'RO\IO) ~~ CATI; ., I 101,, REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 BOYie El IQII L-edl ,Q Cor,:,aratla I 1501 OUAIL STREET NEWPORT BEACH.CA 92658 ITI~) ◄16-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER REHABILITATION PLAN AND PROFILE ST A 91+00.00 TO sr A 100+00.00 5-37-4 DDllMD J.L. ...... atECIWJ L.B.IM.F, M,J.S. CITTM IILE. ......, ' C46214 "-CL DATE NO. I 3 ., 29 - - - ----· ---. ----·----- ----···· --.. -----.. . ·----c.. .1.,.-__ _;_ --------------+---··-·----------------·· -----. --·----------------___ --------·-----------·-----·· .. ------·-,, _____ --·---··· -·------------------·----- . ··--···-----+--·-· ------------------------------------ ------- . -· -. -----·--·---· -------·------------ -------···-- -. ... ----------------------------------· ---------- -------+--------• • ----• -----·::, --= . ---__ , _-_ ---=l=· ,., -· --=-. ...: .. -::· ------.. -------- ·-·-·--~----·.::. _--·-== -= cc.:... = ,,cc .::.. _ ___ ----- -cc :cc:. _-c_ ,: ... -___ t.::::: = = :::·c ~-=-:=.::_. • ---- ------·---------- ------·-----·· --· --- ---' ' ----------· ------·------- - ·:" -=.:. -=' ==-'"=: ,'c, :..:~ == '"-:_ --=-· = . : ,= ST O ---------·-------------·-- . ------·------------· -------------· ---------- --------------------------·---·-------------------------·-------- . ------- ---• --·----· -· -----·----- - -----------·------· ----------··------------·-··-------------. ----·-------···•· ----· ·-------·------------ ------·-·--------. -, ·----------------·----·-· -------·--- ----------------• ------------• + ------ -------_.:..--:: L ,_,_,_,_ ____ ·---. ----•... --------------~---------· ------. ·-,, ___ -·-... -· -.. ------·-· ---·---.... ------· -·· • ------. -------· -- --------------. --------------------------------------·----- ----···-··· ------ ---------·------- ------------· . -----·-------· ----- -------- ! -. . -. -_-": :: r-: --= =, ,: ---------- --------------__ , --.. - ·-1 ·-... ----------- ----. -------· -- • ,.., ' • ' ----• ---.•. -t - . i ! ' -· ----• --· -·-· --- •• • . . ·c:_ r.::: .:. -_ ---. ----------------------. I • 1 ' ' ! I I . I I •. I I . -j ··--. ----------------------· -----------------· -----··--------·---------------------··· --------------------------------·· --- --· 1-44++-d-'d-:....:J· -===-_:J::-==J~ ==::::_·:I-=1!.,=: __ ·+_ -±+_"-:,_ .1-.:.::-_c+==:=:_~t=:-+_=_l=::+· =l=4l==l=~:..='f·· ·'='=--:J.::-=-=t·=:: .. :J:.:.· -4l-+c_4_ ""'~_:J:.:._:::::1· _ -=-.::+·_,...::1_ 4, _±+=+-1!!.~~::t=l:ttf:=:f=~-'i~ _-=.::~~:f=:. ~=t-~=':_t'-~==!~ ~ __ t' ___ 7= -== __ tr·,~-=:i~ :::c.:~•-_'f;_-==-1.; :::;c~-'=f:_-~~,i==T: :_=i:~r=~=;=t:= __ R-::~=t-~---t=:=t=t=. :t. -c-:::=.f==,=t:: -:=._-:F~=t--:=:=t:-·f=:: t==~=:t~ =~; __ v=.~=f. ::.?' __ c_t==;~--c'::-·~t:_c~'=i:: ==~:f:::.:=l: ==t:·• ---~~1 ':'::::i=. ::::i":cnrtfi=:Hf¥H=-:t=:#---=-°:=t:=-=t·=::::::~~=~qc:==-~~:f;~= ='=.-:::t:_ ~=°1•_ ~:==~~~i=i-:,f'-'ri:=71-:::-:---n--=tt--=f_.~-: f=:,,rr+n-':t-:-t-i:I : . . -------------- ' L • ' • L -··-------. ---. ---· ---...... ---. ---------------·· ----___ --~ -· ... -·· -·--------~ ----·-··· . ---------- ♦--- . • -.... ------___ -.=-t: . .-.-~ ·-=--::-_ :..:...-1'--=-- ;:_ ·::.::: .::.·t-•-= ---___ .. -·--' ---------------- STA l03•50.57 STA 104+38. 14 HYDRAULIC DATA d = D = 30' 0,6' n = 0.013 S = 0.0264 0 = 9.04 CFS = 5.84 MGD V = 9.42 FPS STA 10'4•38, 14 TO STA 109+00.00 HYDRAULIC DATA d = 30' D = 1.60' n = 0.013 s = 0,00087 a = 8.87 CFS = 5.73 MGD V = 2.70 FPS ONE NCH OH OR1CNAL -· ----·· ---------------- ---·· --·-------------- -::= -_·:·: :_:=_ : ---=~-~ =-- --------------' -------------__________ ., __ . - ---------••• ., --+ ----------- ----· -== .== .:-::lc'c:, :::.: .·.: - -__ , ·-· ,:: ::: =-_:--: ·'= =-::: -·-• --··-----.. -------------·-· ------···-----. ---- . ··-------. -k-_-_ : ----------.... ·-·_· ··:·:-l .•• ---·---------------------- ·-----------·-·-· --------·· .. ·---- -----·---- -----~ --------·---__ , . -------- . --·-----------------------------------------------·-- -. ----------------- ---·· ------·-· . -------------·----. ----·-----· -----· _, ----------___ ........ ------------------------1·-· -------.. ----------------------- ------. - ------------ • . -0 - ------------ --· ..... ---------------------------_,_ ---------. j -------------------··-··---------------------------·. .-=:· -:=-·:., :.:. =-= ·':'J: ·_ =--.:: -= -·= =-=-.: ---+-------------------· -- ----···•·-· ---------------·- PROFILE SCALE HORIZONTAL I" = '40' VERTICAL r = 4' -------. ···--------· --~ - _ _, ---·-···'"·-· ------· -------------------------••• ---··-·· ---· ~~-1-:_:-' --•----,' -.t _-.J· -----· ... ----------------------·-----·-·-----· ---· ----.•... ---~ -------' r=:f⇒~-·=~"+•-:-=-••r •. :-¾._--===+: -~:::..._~*~ _=i: ===_-_;+ __ +-·==---!'E-~=-1~· F-_=+--cc:_+-:=cf.:..:j=+:. ===-.~+-=-~r=~::.t-:::...·;==t:-=;·t=:i-=ii-=~~+_ .;::::;f':;"'1_ "=~_==r_==:=tc __ :_~:=~-f'= .. ~=I'~-~==~-~=1=-_.:::::..f:-·.;-7: ..:...+_::c:_t:-_-:::1_ ,.=:_-~::+~ :"::·-f--;_-"_~r=-_=+~ ·=-rr=-+_+: -~~_t=:=i.~ :::...)~+· ~=1-F·~-=,-c:::•_=_:+-:=:;==i=::-c,=.,]F.~'f~ ~"=~tf'-=== f=={-:=+_ ,.:::~_+· +-+A" ±BUT it-'i-· ........ --II 1+00 102+ 103+00 104+00 105+00 ~ ', '\_ '\_ '\ '\ ~----1•1----l-~---7·•·r-H:~ A',PH ~-··-·-:--.._ 11 27' IABAN) -C, S. D. O. C ~---SJAT IQ!,I ~ .s 1~ "~~~~ I p:·c. ~~lt.'E ~"' -". J1JIPI IN 36' CSG-C. s. D. ' -:----&•w-~-~ ---&•· :..;,.,:,,u;. -'=10' S IABANI ASPH 6.5 PACIFIC COAST ' 6+00 , 107+00 \' 9.3 Nl}G"v:cf°9 -=-~- it" HIGHWAY 108+00 109+00 0 0 ffi @ @ @ @) @ @ @ ® @ ® @ CONSTRUCTION NOTES CONSTRUCT 30' Y.C.P. WITH TYPE II BEDDING. CONSTRUCT B' v.c.P. WITH TYPE II BEDDING. CONSTRUCT 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-050, CONST~~ 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-050, OETAl'00N SHEET 19. REMOVE INTERFERING PORTION Of ABANDONED 27' v.c.P •. AND CONSTRUCT 48' 10 MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401·L. INSTALL DROP INLET TO EAST PER CITY OF NEWPORT BEACH ST0-403-L. REMOVE EXISTING 60' ID MANHOLE COMPLETELY ANO CONSTRUCT NEW 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L. INSTALL DROP IN~~TO WEST PER CITY OF NEWPORT BEACH ST0-403-L. SEE DETAl~ON SHEET 19. REIAOYE EXISTING CLEAN-OUT AND CONSTRUCT NEW 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L. REMOVE INTERFERING PORTIONS OF EXISTING 8' v.c.P. AND 21' v.c.P. MAINTAIN SERVICE CONNECTIONS DURING CONSTRUCTION Of NEW 8' V.C.P., SEE SPECIFICATIONS. ABANDON EXISTING 21' Y.C.P. SEWER AND MANHOLES, SEE SPECIFICATIONS. CONSTRUCT SEWER LATERAL CONNECTION PER DETAIL@ON SHEET 18. CONSTRUCT 8' v.c.P. WITH TYPE II BEDDING. REMOVE EXISTING 21' Y.C.P. COMPLETELY AND BACKFILL TO PIPE FOUNDATION LINE WITH BEODING MATERIAL. t S BUILT. ADDENDu.l NO. CESCRPTION APPROVED DAT£ PLAN SCALE• I • = 40' REVISIONS ofESSro ~.r~ e-o1m• .., COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 E1 IQlne&fl 1Q I ui'/:;JCXBtlet J 1501 QUAIL STREET NEWPORT BEACH, CA 926511 ITMI ◄76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN AND PROFILE ST A 100+00.00 TO ST A 109+00.005-3T-◄ -\'.;~,.i;,l.',WJ0/93~,~l~,:~tt~!ID~JUNE=J~.L~.~=19=9=3j~~~~~-2~~~~~~l.1◄~..JSl-::1~!~~-.fL-l ___ ... ___ _ ---··c.;•· -• L.B./1.1.F. NET C~62M amzm M.J.S. ttU. ... I 4 .. 9 v I r-- ("f) I I{) • . . -·-·----·· ·-·-·· -··-·---- ---; __ ~_ .:·· .:. ·-·7 ---1 .• Jc . . !< --... ·---- -- t - &STA 108,98 {8" 1/CP) HYDRAULIC DATA d = 30" 0 = 1.60' n = 0.013 S = 0.00087 Q = 8.87 CFS = 5.73 MGO V = 2.70 FPS ONE INCH ON ORIGINAL T 1----;r~rt .._ _______ 10.2 10./ STA 10,7 MH U/C 10.4 5-✓~ r_-_-t.--;;=-r---r-_-___ L --,r-=:,.;;...:.....;; -- COAST P-C I TY OF N. B. -CI TY OF N. Br'm I (Aband. &~ _ 86 55 56 . ,, ----- HIGHWAY 0 (i) ® @ @) @ ® @ @ @ @ CONSTRUCTION NOTES CONSTRUCT 30' V.C.P. WITH TYPE If BEDDING. CONSTRUCT B' V.C.P. WITH TYPE If BEDDING. CONSTRUCT 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L. CONSTRUCT 72' ID MANHOLE PER CSDOC STANDARD DRAWING 5-050. CONSTRUCT ~-10 MANHOLE PER CSDOC STANDARD DRAWING S-050, ANO OETAILl2.)vN SHEET 19. CONSTRUCT 48' ID MANHOLE PE~,-£-.(TY OF NEWPORT BEACH STANDARD DRAWING STD-401-L AND DETAIL1._VON SHEET 19. REMOVE INTERFERING PORTIONS OF EXISTING 8' V.C.P. ANO 21' v.c.P. MAINTAIN SERVICE CONNECTIONS DURING CONSTRUCTION OF NEW 8' V.C.P., SEE SPECIFICATIONS. ABANDON EXISTING 21' V.C.P. SEWER AND MANHOLES, SEE SPECIFICATIONS. CONSTRUCT SEWER LATERAL CONNECTION PER DETAIL@oN SHEET 18. CONSTRUCT 8' V.C.P. WITH TYPE I I .BEDDING OVER EXISTING 21' V.C.P. ASBUILT ~ I 1/S eutLT PLAN SCALE• I ' =40' NO. OESCRl'TION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 EJ IQlneerlJ X,J I • W,JDrat/OI I 1501 QUAIi. STREET NEWPORT BEACH.CA 92658 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN AND PROFILE STA 109+00.00 TO STA ll8+00.005_37_4 _,... • • • -i .-1::··-t·· ----. ' l - I -l STA I 19+26.63 TO STA 127+00.00 HYDRAULIC DATA d = 30' 0 = 1.60' n = 0.013 S = 0.00087 Q = 8.54 CFS = 5.52 '-!GD V = 2.67 FPS ONE INCH ON ORIGINAL 0 0 ---·-----------·-------- -----------·-.. --------· -----·-------------·· ---------------------- --··· -----------· ----------------------------------------.. -------- - ---~-------------------------------------· --- --__ -----------------.-:=::..:: :..:__ --=- - - ----------- - ------· ---=------~-·;,_ ----~ -----1 ---- __ , --, -, ----· ·--------· --.. ----. --. --------------. ---------- ·----.--. -· ... ---------------... ·-· --------- I ASPH J 10.5 I 2' ST -s. C. G. ...---..1 I ·"--=~ PACIFIC .., --""-~ -_-_c, .cc·-_ -_,cc :c:c _:;:, _ ---_c_· c:·c -,:---_ ----j'- _-__ :..:_ ----=-::.... .,: -------=--·-·· ·---· __ :..::..:. .:. ,:_;::· _: --~i-~-,.._ ---- - ----- - ---. --... -------•·.-----------------·-------------·---,. --··-----·•-. --. ----- - - 81ftJil'-C--l}f F N. B, STATION ION K= H 'COAS ' I - -------···------_____ ....... _____ ---- CONSTRUCTION NOTES © CONSTRUCT 30' v.c.P. WITH TYPE II BEDDING. ~RI P.~C s0 CONSTRUCT 8' ,!,/,, s. r: WITH TYPE 11 BEDDING...pe,-City of n Beach Stets A Q M.H. DELETED -INSTALLED CLEAN-OUT per CITY of N BEACH Standards /.El~ se,~c;rnusT 18 1 19 M-'UI 19LE PE-1-v GI TY QF UEWPQA:r BEA61 I STAUOit.RB BAAWIPIS 6TB 101 La @ @ ® ~ 7D @ @ ® ® CONSTRUCT~ ID MANHOLE PER CSOOC STANDARD DRAWING S-050, AND DETAIL~ON SHEET 19 . CONSTRUCT~ ID MANHOLE PER CSDOC STANDARD DRAWING S-050, AND DETAIL'-2)0N SHEET 20. CONSTRUCT 48' ID MANHOLE PER);.!TY OF NEWPORT BEACH STANDARD DRAWING STD-401-L AND DETAIL~ON SHEET 19, CONSTRUCT 48' ID MANHOLE PER).:..!TY OF NEWPORT BEACH STANDARD DRAWING STD-401-L AND DETAIL00N SHEET 20..andL/1£withPVCper l!EMO'l'E EX I ST I NO CLEM! OUT il<tl0 COIISTRUC'f IIEW 19 1 I 9 M,!ctfi~p~~& CIT¥ er IIEWPOR'f DEACII 5TAll0ARD BRAWll◄O STD ◄ 8 1 L. . -· REMOVE INTERFERING PORTIONS OF EXISTING 8' V.C.P. AND 21' v.c.P. - MAINTAIN SERVICE CONNECTIONS DURING CONSTRUCTION OF NEW 8' V.C.P., SEE SPECIFICATIONS. • ABANDON -EXISTING 21' V.C.P. SEWER AND MANHOLES, SEE SPECIFICATIONS. CONSTRUCT SEWER LATERAL CONNECT I ON PER DETAIL @ ON SHEET 18, PS BUlt.T c5 est: ADDENDUM 1 APPROVED ~~ DATE "1/ 10 /,) El IQ/I WJI IQ CDr13oratlan 15010UAIL STREET NEWPORT BEACH,CA 92658 !71◄) ◄76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN ANO PROFILE STA 118+00.00 TO STA 127+00.00 5-37-4 DATt JUNE 1993 -J.L. DAR ..,.,. L.B./M.F, CHCIID M.J.S. 11.0.L • . . • • ----•----· ---··-·----· . . ------·_:_: 4 -------_ .. :1 .. -__ - -. 1--- I. -. t -1 ·-_--- l . - --. ·-. - ---. ---··---- ------------ I --• •---.. ---j :. -_ 127+00 128+00 STA 127+00.00 TO STA 134+32.66 HYDRAULIC DATA d = 30' D = 1.60' n = 0.013 S = 0.000B7 Q = 8.54 CFS = 5.52 MGD V = 2.67 FPS STA 134+32.66 TO STA 134+41.47 HYDRAULIC DATA d = 30' D = 0.60' n = 0.013 S = 0.03065 Q = 8.54 CFS = 5.52 MGD V = 10.67 FPS ON£ INCH ON ORIGINAL 0 0 __ z::== ---~----, ........ ' ' ' ' --, -- 129+00 PA --I 130+00 ·Jl y ,o.9 I ' l' 131+00 I -• '1-· I , COAST 132+00 --A--t-:--r----c--1-.c-r,-,-,_ T_ -:-t-:cc:r:,---t--,:::-t--cr--- 1,;1':l !-- . ..__. ,1 • j I 133+00 134+00 l'S/-8'S ' , -, l -1 l , , t. · ----• • l . I i 1 -+------f----'-'f-i::-r-:----'--Cf-+--+--==---'----_i-i -----+--'-'---f-+--+---+--_--1.--"---====+=f-~-t----+---+1-+----+--+----+---l-+-_-t,.--+--,---,-__,----,-----r7 ---r , -! -j H-+--+---i-----lf-+--+---+------f-+-+--+-----+' -f-+-+---+------f-+--t-----+"-+---lf-+----+------+-i--+--+---.-------f-+-+--"----t----lf--'-+---+---!--,---,--+---;----. .. -+--+----- 1 ---i I f ! ! ,, l 1 i l +~-i---+--+-----+-f-+---1_1-+_+-1------f-++----+i-f-+--+----+-'------11----+=--'-'l'-'_'-__ =_'-'_ =+-~'-+--+---+------+-f--_,_i---1-+-+---+------+i----+-,--'-----,---,_---__ __,_ --__ --__ -r--,_ --+--r -f ---t--t-·,.,-r t --i ·-1, ·---• 1· · t -! · 1 +---+--+-'f--_ _,_i---1-+--+--+------f-!-----t--------i------+---l-+---+---+----'--!----+--+---+------f-f---t-----"-------+-----i-+-+--+-,.-'--+----l----,----,----,-----,--!-------i ____ +----+----- . ', I l . -I l ' l ! I : l • :-I 1----+-+-+--+----'--f-+--+---+-"--l--"--+-+--+, "'+---lf-+'-'+---+------f-"-+-+:----+------+'------'-+--+---+------+-'---+--+--+---+-+-+--+---i---1_----i---+---'--+--i----+---,-' ---1-i --! . . ; . ! • I -• -( •. 1 -t < , ' + '"'0 /0 3 0 5.-, -1---1---+'--+---'---+-_---J,----1'----1----+--+--+-+-+-+--'----1-i---+---+---+--------+-----+-----+---1---1---+---'---'-, -+--+------,~-!-.------,-----,---'-! l - I • l I +---+--+-----+-+------,----,-------,--,---t---+--t--.----,-----j'--,---,-----,----,--,---r-------;---,---,-,---•--+---rc--+- I --1 135+00 J -____ ·-:: ••• f •: ~ -i_ • l· · : I ---,.-,-t· i - ' ' 136+00 CONSTRUCTION NOTES -. 3 -- N D SCALE• RCIY[I) G) @ @ @ ® @ (§ ® ® CONSTRUCT 30' V.C.P. WITH TYPE II BEDDING. CONSTRUCT 48' ID MANHOLE PE~MTY OF NEWPORT BEACH STANDARD DRAWING ST0-401-L AND DETAl'\_:}ON SHEET 19, CONSTRUCT JK~IO MANHOLE PER CSOOC STANDARD DRAWING S-050, AND OETAIL~N SHEET 20. CONSTRUCT,~ 10 MANHOLE PER CSOOC STANDARD DRAWING S-050 ANO OETAl"\.VON SHEET 20. CONSTRUCT,~ 10 MANHOLE PER CSOOC STANDARD DRAWING S-050 ANO OETAl'\:.)ON SHEET 20, CONSTRUCT 48' ID MANHOLE PERh-J.TY OF NEWPORT BEACH STANDARD DRAWING STD-401-L AND DETAILl..:)ON SHEET 19. REMOVE EXISTING CLEAN-OUT AND CONSTRUCT NEW 48" ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L . REMOVE INTERFERING PORTIONS OF EXISTING 8' V.C.P. AND 21" V.C.P. MAINTAIN SERVICE CONNECTIONS DURING CONSTRUCTION OF NEW B' v.c.P., SEE SPECIFICATIONS. ABANDON EXISTING 21' V.C.P. SEWER ANO MANHOLES. SEE SPECIFICATIONS. CONSTRUCT,~ ID MANHOLE PER CSOOC STANDARD DRAWING S-050, ANO DETAl'-l...:)ON SHEET 19. • COMPLETELY REMOVE EXISTING 60' ID MANHOLE ANO CONNECT EXISTING 8' V.C.P. TO NEW 8" V.C.P. WITH TYPE Z JOINT CONNECTION. CONSTRUCT 8' V.C.P. WITH TYPE I I BEDDING OVER EXISTING 21' v.c.P. REMOVE INTERFERING PORTIONS OF 8' V.C.P. I ' =40' DESCRIPTION DATE REVISIONS COUNTY SANITATION DISTRICT OF 3-41 .,bt:o..,~~ ORANGE COUNTY, CALIFORNIA ilrPffl Pit~~ NO. 'J&J'fl D I ST R I CT NO. 5 DAT! q/10!,1 ~-----. EJ IQ/neer/1 IQ Corparal/LJI I 1501 QUAIL STREET NEWPORT BEACH. c• 92658 171◄) ◄76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER , PLAN AND PROFILE ST A 127+00.00 TO ST A 134+41.46 5_37_4 HIGHWAY q I r-- 1"; I If.: • f • • • 6' • • • I --, ' . I• • I I t-4~~-:-----·~•~.:....;. • ..,J.;._:_.:_:-t---BACKFILL CONCRETE-----a•-; •. CLASS 'C' ~~ • ------.} . . I .-• . • . : .. ... : " EXIST 24'VCP SEWER x.J t.41 N L DETAIL N. T. S. EB 45' ELL BANDED RUBBER COUPLING ----~INSERTED PE LINER PIPE LATERAL EXIST INV ELEV (3. 021 , , , , , ' ,' ' , DELETED (on site) by , , Phil Serrantino, 11/12/93 ,' , ,' II It !!1~ ,',' ~•: EXIST IO'VCP " ,, " , " I " ,, I/ R•2 5' ---,_ ,, . ... .. ,, ... ,.. .. /j ..... " ' "rr.... ..., ,, .. , -,-,...,, ' EXIST IN (I, 75) ELEV 7 ~ Al".LINE ElCIST .........__ ·, ,' ,' / 60' I El MIi -----~•-~---INV ELEV 2. 2 5EE SPEe5 , ' ' I I ' I I I EXIST 24'VCP SEWER ;._ \\ \, __ MH~ ',, ', EXIST 60' ID ' ' -- -------- -~-:: ~~ ~,/ I,' "f ._ .,_' REt.lOVE EXISTING 24'VCP. INSTALL NEW 12'VCP SEWER. FILL ANNULAR SPACE WITH NON-SHRINK GROUT. EXIST INV ELEV (I. 55> REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 60' ID t.4H STA 65+17.94 REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 60' ID MH R•2. 25' EXIST 24'VCP TO~ BE REHABILITATED r----------------r-----------------• ' ' I 1 1 ' \ ~-----------------~------------------~r·"r" EXIST 24'VCP TO _rBE _REHA~ILITATEO -----------------~ I ' ---.~l:::-~---.. --r: - I I • ' I --------•-------, I -----___________ J 3' FILL EXISTING CHANNEL WITH CLASS 'A'CONCRETE ' ' SEE PLAN SHEET FOR~'------1- EXIST UTILITY CROSSING EXIST 24'VCP r TO BE REHABILITATED EXIST INV ELEV (2. 23) EXIST INV ELEV (2. 25) EXIST TO BE CUT ANO PLUG EX I ST LATERAL J TO BE REt.lOVEO -------------- 3/~' CRUSHED ROCK I ' ALONG t.lAIN ON EACH SIDE ALL AROUND TEE LATERAL DETAIL N. T. S. EXIST 12'VCP REt.lOVE EXIST 60' ID t.lH COMPLETELY AND CONSTRUCT NEW 72' ID MH 4'0R 6'VCP 45'ELL ...,,.-EXIST LATERAL ---,~ TO REMAIN IN :-_ ~ SERVI CE BANDED RUBBER COUPLING 8'X4' OR 8'X6'VCP WYE BRANCH FITTING 9' 9•--,., EXIST INV ELEV (3. 38) ... ,,_.,.-~ .. - -"17 r ---------(3.,_Q.l_l_ --------------------" 1-------------------------------------Ji ~-REMOVE I NTERFERR I NG -----:: :: ' PORTIONS OF EXIST 8'CIP :: :: , CUT FI LL WI TH GROUT ANQ " " EXIST INV ELEV • ~ 3) £EXIST 24'VCP 6, TO BE REHABILITATED ---------, -----------------, , ' I I ' I I ----------------~' REMOVE INTERFERING PORTIONS OF EXIST 24'VCP SEE PLAN SHEET FOR EXIST UTILITY CROSSING -------------------------\ CONSTRUCT 75 LF OF 8'PVC SDR 35 I 1 I , ' EXIST 8'CIP CUT AND PLUG WITH CLASS 'A' CONCRETE / \ PLUG -END OF CI p w I TH CLASS I A I -,' \ ' \ CONCRETE, SEE SPECS INV ELEV 1 : : \ I 3a62 .................................................. \., .. / y--------------------------------------------------' 6'dlf'-~-t ~i.'~6) INV ELEV ', \---;----.----i~~~ELEV ____ tPROTECT EXIST CONSTRUCT AIR VENT :: :: R•l.5' w■07 IN PLACE 1 I 1 I 1 R•l.5' EXIST 8'VCP ~ =================-===, 36' FMS ---r+-'--- ' ' ' ' ' CONSTRUCT TYPE Z ' ' ' JOINT CONNECTION ' ' ' ' EXIST INV ELEV (3. 911 EXIST INV ELEV (5. 21 ) ONE INCH ON ORIGINAL ' ' .. .. -_., --______ ... , _,, , :i / & ,'CONSTRUCT 10 LF OF 8 , Cf.>V.C. INV ELEV 3.89 REMOVE INTERFERING PORTION OF EXIST 8'VCP DETAIL ¾'=1'-0' I, ' INV ELEV 3.92 CONSTRUCT 48' ID MH PER CITY OF N.B. ST0-401-L INV ELEV 5.21 EXIST TO BE ------,.,....------------ ' ' ----------------~ -----------------, I I ' +------,.., --1 I '\ I I \ I --------------.... , ' ' , ' ' , I I I I : '~_:-:-----:-----------------------,::::--------------::::::;, DETAIL ¾'=I '-0' ---' 1, \I \I \\ 1\ \\ ~.'/ EXIST 11 I\ \I \\ " \I I\ \\ 11 \\ ' " ' " I\ \ I \\ I ~ PROTECT EXIST 36'FMS 8'VCP EXIST INV ELEV C 3. 7 4) IN PLACE PVC LINER AND GAS FLAP PER _.,. CSOOC STANDARD DRAWING S-056 , ' ' ' ' , R• I. 5' \.~ --. ;,----- EXIST 24'VCP__/ EXIST INV ELEV (3.08) STA 83+74. 10 INV ELEV 3.07 DETAIL 3/s'=I '-0' EXIST 24'VCP -------· LTO' BE REHABILITATED ------------------\ I , , ----t----,< - -, ' I ' I 0 -••--------------, I ----------------- EXIST INV ELEV (3. 06 > REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 60' ID t.lH EXIST TO BE STA 74+42.00 DETAIL ¾"•1'-0' PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 ··r-~v EX I ST 8' VCP II 11 II II <I I II ft EXIST INV ELEV (3. 60) 24'VCP REHABILITATED\ ----------~---\-r------------------' II f 11 :: ,. II lj n II II EXIST INV ELEV (4.411 REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 60' ID t.lH ----n-: :~ ~:::::::::::::: =-===t=+=tt=:..;;-c-=tt=====itFt-= STA 91 +61. 00 INV ELEV 3.58 DETAIL ¾"=l'-0' TO BE REHABILITATED EXIST INV ELEV (3. 56) AS BUILT S &./11..i NO. DESCRIPTION APPROI/ED DATE REVISIONS Al'l'IIO'IED COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA 9--f...f-r~bto .o.Js DISTRICT NO. 5 ~!ctOM e.,,, •---------------------------, ~.CL NO.~~--~- DATI! 9 {, o /11 1501 QUAIL. STREET NEWPORT BEACH.CA 92658 (Tl◄) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER MANHOLE BASE DETAILS 5-37-◄ JUNE 1993 ... _ ... DATE· s-18• IIESIOIEI J.L. au. DATE L.B.lt.4.F SIUT ..... 4&214 ... I 8., 29 """"" M.J.S. "-CL. DATE ·, • • • • EXIST 2l'VCP TO BE ABANDONDED EXIST INV ELEV (-2. 82) EXIST INV ELEV (-2. 57) EXIST 27'VCP ,ABAN REMOVE INTERFERRING PORTION OF EXIST 27'VCP & Construct 30' VCP CORE DRILL EXIST 72' ID MH BASE, INSTALL NEW 30'VCP AND FILL ANNULAR SPACE WITH ORY PACK MORTAR. EXIST INV ELEV (-4. 19) INV ELEV -4. 19 EXIST INV (-1.84) STA 103•50.57 R•2.5' EXIST INV ELEV (-4. 54) / EXIST / / • • ' ' . ' ' ' ' ' ' ' ..Ll.- ' ' ' I R•2, 0' CORE DRILL EXIST 72' ID MH BASE(l'OD MIN 2'00 MAX) INSTALL NEW 8'YCP AND FILL ANNULAR SPACE WITH DRY PACK MORT AR. PLUG EXIST 21'VCP WITH CLASS 'A' CONCRETE. FILL CHANNEL WITH CLASS 'A' CONCRETE, SHAPE SIDES TO FORM Sll400TH FLOW SURFACE. REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL Md ADD GAS FLAP per CSOOC STD Dwg. S-056 DETAIL ¾·•I' -o· (-0,84) REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL WHEN NEW SEWER IS PUT INTO SERVI CE. CORE DRILL EXIST 48" ID MH BASE (l"OD MIN 2"0D MAX] INSTALL NEW 8" VCP AND FILL ANNULAR SPACE WITH DRY PACK MORTAR. STA INVERT ELEVATIONS <FEET) STA A* Sheet 15 I 12• 19. 00 127•18.00 INV ELEV C .. R•S' --... "' ·30'VCP T * INV ELEV B CONSTRUCT 72' ID ONE INCH ON ORIGINAL B C D E F -1. 20 0.63 2. I 0 2.53 2.43 0.09 _I. 92 3. 14 3.69 3.64 ~~~~Ptl~ilv61~b0 CONSTRUCT NEW 48' ID MH G H C-0. I I l (-0.10) (1.19) (0. 39) I I 12•26. 00 127•25.00 REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 48' ID MH PER CITY OF N.B.STD-401-L STA 119•22. 80 PER CITY OF N.B. STD-401-L I EXIST 60' ID MH (LOCATION VARIES, SEE CORRESPONDING PLAN AND PROF I LE SHEET>. 6' STA I EXIST INV ELEV (3.21 l INV ELEV E EXIST INV ELEV G IP'-'-"'-'----~ -----,.. t -- - .. -INV ELEV F EXIST INV ELEV CO. 48 21 'VCPl -----~::~~-l,EXIST 8'YCP ,\~~~~-~~~CP ◄----~-+-' I ,-•>> '' ,_,,.__....._ __ =~~"311A-~~ir""~=?'¥1~~!""""'"i-~"""e!!.~=~~,~,,--• , I ' ... ''= ~J,L;;-,.-,..,.-..... -... -......... -""-,;..,j.j"'-'=•h'l('f:=....;;~1-L,~~i'i' 1 I l I \ I I I l __________ , I f I \ \ 11 ------~·-------- 30'VCP PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 SEE TABLE ABOVE FOR DIMENSIONS R•2. 5' INV ELEV D OF EXIST 8'VCP AND 21'VCP PLUG END WITH CLASS 'A' CONCRETE EXIST 21 'VCP R•2.5' EX I ST 2 I 'VCP EXIST INV ELEV H EXIST INV ELE Cl. 39> 30'VCP PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 STA I 19•26,63 INV ELEY -0.59 CONSTRUCT 72' ID MH -=q,::,:::~:..:..-~.:...:f,'--'-~=~--t-c~ ~@ DETAIL ¾'=l'-0' ' REMOVE INTERFERING PORTION OF ABAN 27'VCP.PROTECT EXISTING BLOCK WALL IN PLACE. REPLACE EXISTING SIDEWALK, CURB AND GUTTER IN KIND. I I 'l......._ I I >·---......, -·-----·-____ J . '., I -···-·-- 8'VCP-CITY OF N.B. 12•sFM-c.s.D.o.c. h,. 27' CABAN> -C. S. D. O. C. ill and REPLACED with 30n i,cp 6'X8'YAULT-s.c.E.--~ ~ · /1,; --\.-·\.: j_L=_I I : I • .. ' ' ---- ' MODIFY EXIST CITY OF N.B. MH AND CONSTRUCT 8'VCP <P. ' \ WITH TYPE 11 BEDDING PER u' • . , • \ PROF I LE~-.... SHT 14 AND \r' I DETAIL I ., 19 ~~B'VCP-CITY OF N.B. 1" I I GRAVITY SEWER STATION STA 103•50.57 ~ MH -·---··-··--·--· ROCKY POINT PUMP STATION ',.___ '"'DIFY EXISTI G 72' ID MH \ ----.... _________ [/ ~R DETAIL I IE 27' N• C-4. 19> 27'5•(-4.54) 21'•(-3.34) a·w■U.841 -----I \ --------/ ' ----/ '~, // ,......._ ./ / .._ -----.... _____ __. ..;:::Dc.=E~Tc...c..A..:_lc.....=L=-----+QJ--,5-"For &clarification see De~ai t-::'\_1 I ': I '-0' r::::g; "id REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 48' ID MH PER CITY OF N.B.STD-401-L EXIST INV ELEV (4. 60) REMOVE INTERFERING PORTIONS OF EXIST 27'YCP<ABAN> EXIST REMOVE INTERFERING PORTIONS-'-~ OF EXIST 8'VCP AND INSTALL DROP INLET PER CITY OF NEWPORT BEACH STA 104•44.00 STANDARD 403-L ,, __ INV ELEY • '' INV ELEV -0.02 EXIST INV ELEV 13• IOl EXIST INV ELEV -o.90121 'VCPl CONSTRUCT 108.5 LF OF 8'VCP • -~ ~;-= It:::.r:-REMOVE , NTERFER, NG PORTIONS INV ELEV -0.04 OF EXIST 8'VCP AND 21"YCP FILL 21'VCP WITH GROUT, SEE SPECS . . INV ELEV =ir.o~=----7~-r-S~~:::=:iQ~C~i,.~:----'' EXIST INY ELEV (-0.75) 2.64 EXIST INV ELEV C 3. I 4) EXIST INY ELEV ( O. 53 2 I ' VCP > 8'YCP ---(EXIST l::\ , ' ' CONSTRUCT 72' ID MH - STA 104•38. 14 I NV ELEV -I. 88 B'VCP --------~ -~~-',.------ / ', ' ' ---------.1,,., INV ELEV I. 24 ♦I . "' REMOVE INTERFERING PORTION OF EXIST 10" CIP 30'VCP EXIST INV ELEV (I. 39 APPROXl ' ' ' ' ' ' ' ' ' ' ' I : I ' I I I I l i , r~ ~ , __ ...... -.L I ' ' '' " '' ----~-----;,.-,__ ______ ____ -~~----------------- ..... -~.,,...-~l ... i_ f 3 • '' '' '' r --,,.---------------- ~ 30'VCP : ~REMOVE INTERFERING PORTIONS ' OF EXIST 21"VCP~ .. PLUG END WITH CLASS 'A'CVNCRETE R•Ji' ,, ~ : i 9• ,! ~ EXIST I I I I 21 'VCP I I l• -... ,; :·~ ----, .... _ ... ' ' ~,: REMOVE INTERFERING ASBI/ILT J> PORTIONS OF EXIST 27'VCP <ABANI I f/S BUILT c:s e,st, NO. DESCRIPTION APPROVED REVISIONS 30'VCP DETAIL COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 ¾'=I' -0' Bo'1'fe El ,Qlt Jeer/I IQ C:O,porat/on 15010UAIL STREET NEWPORT BEACH.CA 92658 (71◄) ◄76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER MANHOLE BASE DETAILS 5-37-4 JUNE 1993 .... _ ... DATt 5·18 -07714 -J.L. UL ..... L.B.lt.l.F . 46214 Q£C1£11 M.J,S. II.CL I 9 er 29 V I r-- f"') I IC) • Jt • • STA A B 123+17.00 -0.26 131+23.00 0.45 INVERT ELEVATIONS (FEET> C D E F I. 57 I. 78 (3. 53) (3. 43) 2.28 3.50 (4. 44) (4. 45) EXIST 8'VCP REMOVE EXIST 60'0R 48' ID MH COMPLETELY AND CONSTRUCT NEW 48' ID MH G (2. 03) (4. 51 J PER CI TY OF N. B. STD-40 I -L \ H (0. 89) - (I -J-1 1• 11 1• 11 1' 11 ,, ,, ,, ,, ,, ,, I· ' I co. 93) - STA J K L --123+24.00 3.86 (6.71) 131+30.00 STA 131,23.00 (ONLY) INSTALL DROP INLET PER CITY OF NEWPORT BEACH STANDARD 403-L EXIST INV ELEV G/K STAL INV ELEV J , _____ _ EXIST INV ELEV E ,' -~!:;-:,~ EXIST INV ELEV F , EXIST ' ' ' ' rEXIST ~~~~~~~-/.~:~ , ' 8'VCP EX I ST 21' VCP --------'-,.. ~~.:::-- -.,, 30'VCP STA A INV ELEV C R=5' INV ELEV B CONSTRUCT 72' ID 8' MAX UPPER LIMIT OF PIPE ZONE Y. ' MAX C~USHED ROCK W=MAX ALLOWABLE TRENCH WIDTH O.B.+l6'MAX O.B.+l2"MIN OVERSELL ' ' ' ' R \ L_ ------ - - - - EXIST INV ELEV I (2l'VCP> R=2. 5' INV ELEV D 30'VCP PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING 5-056 SEE TABLE ABOVE FOR DIMENSIONS <[ 0 N Eli DETAIL ¾'=l'-0' IIE---SLOPE AND EXTENT OF ill SHORING AS DETERMINED ~ BY CONTRACTOR <TYP) <'=I' 6' MIN 8" MAX . N SLOPE AND EXTENT OF SHOR I NG AS DE TERM I NED -'lllii\ BY CONTRACTOR (T YP) ___...,:m\ll' In~ W=MAX ALLOWABLE TRENCH WIDTH O.B.•l6'MAX O.B.•l2"MIN OVERBELL 3000 PSI (28 DAY> CONCRETE ---let--~ -t:111J_-LAP BARS 24' 4' CLR <TYP) PIPE SUBGRADE PIPE FOUNDATION ~- £Pll~PEl:_JS~U@B~GRR~AD~E:__ __ 4~f::~i~~1~~~;~~J.J_j;re't-~A~L1L AROUND PIPE FOUNDATION TYP. V.C.P.-TYPE II V.C.P.-TYPE N N. T. S. N. T. S. BEDDING DETAILS I· ' CNE INC4 0~ OPIGINAL CONSTRUCT 72' ID MH 30'VCP ''\ ~REMOVE INTEFffERING \ '\,, PORT I ON OF _EX I ST 8' VC ,, \\ ,, ,, '\, '\,F EX I ST 8' VCP " " ~30' VCP ---,~--------=--=--=--=t=...=----:f:..=-=-tt-s~~~;:=:==--i---+----t---1----_-_-_-_-_-'------• -~- '\, ___ -________ t ------- l(~--/-'--;/---PVC LINER AND GAS FLAP PER 2 CSDOC STANDARD DRAWING S-056 STA l33+79.65 INV ELEV D.67 INV ELEV 2.88 R=4.5' " ,, ' ,, STA A l04+38.14 112+19.00 I 19+26. 63 123+17.00 127+18.00 131+23.00 134•]2.66 72' ID MH H INV ELEV J I"'" ' ,, ,, ,, ,, '\ '\, ~ EX I ST ,, ,, " ' ,, ,, 8'VCP 6 = 32" -----', ,, \\ ,, ,, \\ ,, DETAIL 3/8'=1'-0' B C -I. 88 -0.05 -I. 20 0.63 -0.59 I. 24 -0.26 I. 5 7 0.09 I. 92 0.45 2. 28 0. 72 0.82 • • • • • . • " V ,,_ - 2 INVERT ELEVATIONS (FEET> . D E F G H -0.04 -0.02 -8' - 2. I 0 2.43 -8' - 2.64 3. 14 -8' 8' I. 78 3.43 2.03 8' - 3. 14 3.64 -8' - 3.50 4. 45 4.51 8' - 0.99 I. 69 I. 99 2 I ' • • • • • • • • . • , •5~ 12'--. • • • ffi 8 .. (TYP) or I NV ELEV D 18" ti' STA 134,32.56 INV ELEV C . . • • • • STA A •so 12· INV ELEV 8 SEE TABLE ABOVE FOR DIMENSIONS SECTION ¾"=I' -0' I J -- -- -I. 39 B' - -- 8' - I 8' - • 48' ID MH OR 72' ID MH INV ELEV F INV ELEV E CLASS 'A' CONCRETE •5ol2' PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 STA 134+4l.47 EXIST INV ELEV C I • 69) 3' RETAINED OLD 18" VCP R•2. 25' 30'VCP STA l34+32.66 INV ELEV O, 72 ' ' (('---~--,.,. 18'VCP I --(1 :; ,;:/EXIST I I 1 I '• ,, ' ,, ' '' '1 1' ' '' ' ,, 1, , 1 ' '' ' '' 6' .. J I ,, '' '' - --I I , EXIST INV ELEV ( I. 99) REMOVE EXIST 60' ID MH COMPLETELY AND CONSTRUCT NEW 72' ID MH r EX I ST 2 I ' VCP / _ _ _ _ _ (Plan 401) ---------, -~---------------~ ' EXIST INV ELEV ( l. 69) '---R=2. 5' INV ELEV 0.99 INV ELEV 0.82 CONSTRUCT 72' ID MH DETAIL ¾"=l'-0' AS BUILT I .5 GUlt..T .• NO. DESCRIPTION APPROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF a,.µ~ ORANGE COUNTY, CALIFORNIA UTTrrl°s1111,CTot1 DI STRICT NO. 5 ft.CL IIO. }~ ,,, ..... □_An:_-_-_-'-'-'_l=-•_0 ['::'.:."'::::====-• 13aYle Enc,11 ,ee/J IQ C:arr.,oral/OI I 1501 QUAIL STREET NEWPORT BEACH.CA 92658 (714) 476-J300 PACIFIC COAST HIGHWAY GRAVITY SEWER BEDDING AND MANHOLE BASE DETAILS 5-37-4 DA.TE JUNE 1993 ,1( (.' .... --1.~ _,\..._,.,_,, ·, · · • CITTM Cl: ..... D J.L. POD.l:CT """"'1' II.CL L.B.IM.F, • I I o,u .. ,,;! . .. , I◄ DATE .......... CIIEC<ED M.J.S. F'Ro.ECT atCKEfl: R.c.t. ,■111!111!111!1!!1!!1!1!___________ ----------------------------------------- 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ •• •• •• •• •• ■I ■I ■I ■I I ■r ■r -- LEGEND DISTRICT NO. 5 8CtJNDARY CITY OF NEWPORT BEACH BOUNDARY 0 = SHEET NO. SCAL~ f' 2500' ! PROJECT LOCATION •POTHOLING ONLY COUNTY SANITATION DISTRICTS 0 F OR AN G E CO UN TY, CA LIFO RN I A DISTRICTS NOS. 5 & 6 REPLACEMENT OF PACIFIC COAST HIGHWAY GRAVITY SEWER BETWEEN THE ARCHES (NEWPORT BOULEVARD) AND DOVER DRIVE CONTRACT NO. 5-37-4 MAY 1993 SHEET rn " " " '" " " INDEX OF SHEETS DESCRIPTION TITLE SHEET HORIZONTAL CONT~O~ S"EE'" HORIZONTAL CONTS\Ol $MEE""" POTHOLING PLAN STA 9 -52 X· T:: 3~~ : -)C X POTHOLING Pl.AN STA ,a C.: :,c. -3•;. -' X jt POTHOLING PLAN STA 27•:x.'X T:: 3•'< lt ;( X POTHOLING PL.AN STA 36-%")0 ·:: 5-A •~ XX POTHOLING PLAN STA 45-CHJJC, •:: s•;, '">d X . .J!. POTHOLING PL.AN STA 54-00vC· ·c s-A 3( ;,ob REHABILITATION PLAN ANO PRQ<'•~E 3•;, 3"- REHABIUTATION PLANANO PRQF,LE s·A • X.JC' REHABILITATIONPl.ANANDPROF'~E 5•A 32 X.)(; REHABIUTATION PLAN ANO PROf•cE 5-A ; PLANANDPROFILE STA 100•0000 '0 ~•~ PLANANDPROFILE STA lD9•JOOO ':' s·~ Pl.ANAND PROFILE STA 116-000C ·cs·~ PLANANOPROFILE STA 127-0000 "'.: s·~ MANHOLE BASE DETAILS MANHOLE BASE DETAILS BEDDING AND MANHOLE BASE OETAIcS TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN AGENCY INDEX X Jl ;.:; Jl.Jl )(_)( X.JC All INFORMATION RELATIVE TO THE LOCATION, TYPE, AND OPERATION"-. STATUS OF UTILITIES AND/OR IMPROVEMENTS. WHICH APPEAR ON THESE PLANS WAS P<=t•::)•, :,>c: Name and Address County Sani!ation Oismc! of Orangs County 10844 Ellis Avenue Fountain Valley, CA 92728 Southern Cal1fom;a Ed,son Co 733-:l Balsa Avenue Weslminster. CA 92683 FOLLOWING RESPECTIVE OWNERS OR AGENCIES Phone CSDOC 714/962-241\ S C.E 714/695-0244 Name and Address Southern eamomia Gas Co 1919 State College Boulevard Ar>al>eim, CA 92603 Corneas! Cable Vision 2201 South Anne Street S3t>ta Ana. CA 92704 cc /l i' J~ Jl }['JL Jt J(. )'. County or Orange, Enviroornental Managernem Agency 0 C.E.M A 714/8-34-2300 earnomia Department of f ransportalion CALTRAN$ •··• 539"38.5 400 c;vic Cc-mer Drive Santa Aria. CA 92701 691 Solllh Tustin Avenue Orange, CA 92666 C~y or Newport Beach 3300 Newport Blvd Newpon Beach. CA 92663 C~yoJN B 714(644-3011 Pac~ic Bell Underground Service Alert CITY OF NEWPORT BEACH 800/422 ~133 \452 Edinger Avenue fustin, CA 92680 COUNTY SANITATION DISTRICTS OF ORANGE COUNTY APPROVED. L (- ~-'.'l'/'. X ... --a~,r, RCE 18424 THOM~ M. DAWES RECOMMENJ)EO , , -.J.:1:/4 l ld/4'./hl DIRECTOR OF ENGINEERING RM£ 17291 JOHN A. VINCENT ENGINEERING MANAGER DATE SotAe EnQtneertnc, Caroarattan 1501 OUA!L STREET NEWPORT BEACH,CA 92658 (714l 476 33'.JO PREPARED UNDER THE SUPERVISION OF PHILIP E. STONE RC.E 17714 OATE ---------------------·· -----~-------------- ■■I ■■I ■■I ■■I ■■I •• •• •• •• •• •• •• •• •• •• •• •• •• •• •• • •• •• •• •• •• •• •• ■I ■I ■I ■I ■I ■I Ill ■I ■I ■I ■I ■II --CATV-- --C-- --E-- --FMS-- --3'G-- --s·s-- --'B'S::}----- --T-- --4'W-- --0--- ---CJ-- --0---- ---')s------X------· hlc • •-----o: • - LEGEND EXISTING ELEVATION EXISTING CABLE TELEVISION 2 :, + EXISTING TRAFFIC SIGNl<L CONDUIT EXISTING ELECTRICl<L EXISTING FORCE Ml<IN SEWER (SIZE t,S INDICATED) EXISTING GAS LINE (SIZE AS INDICATEOl EXISTING SANITARY SEWER PIPE (SIZE AS INDICATED) EXISTING STORM DRAIN {SIZE AS INDICATED) EX I ST I NG TELEPHONE CABLE/DUCT EXISTING WATER LINE tSIZE AS INDICATED) EX I ST I NG MANHOLE EX I ST I NG VAULT EXISTING WATER/Gl<S VALVE EX I ST I NG FENCE (TYPE AS I NO I Cl< TEO) EXISTING CURB & GUTTER EX I ST I NG RAILROAD EXISTING GROUND EX:STING PAVEMENT EDGE OF PAVEMENT i:NCASED PI PEL I NE TEMPORARY EASEMENT LINE PERMANENT EASEMENT LI NE RIGHT OF WAY LINE CR/Wl CI TY AND COUNTY BOUNDARY CENTERLINE PIPELINE, STREET AERIAL CONTROL POINT f I RE HYDRANT (FHl LIGHT STANDARD (LSI POWER POLE/TELEPHONE POLE (PP/TPJ 'RAFF IC CONTROL BOX (TCBI HATER METER (WMl GAS METER (GMl TRAFFIC SIGNAL T'lAFFIC SIGNAL AND LIGHT STANDARD COMBINATION Ti;~[PHONE JUNCTION BOX (T JBI '-iUMBER NVt.mER "L0TT£D BASED ON POTHOLE INFORMATION ro BE POTHOLED SCALE, I'• 300' ABAN ARVV ASPH '" BC SCR SF B, SM so BRG BUR CBL B> C C e G CATV rn CI PCP cc CCR CML&CSP CMLSP CMP co CONC CONST CTS CULV D DEFL D ,e AGGREGATE BASE ABANDONED ASPHALT IC CONCRETE ASBESTOS-CEMENT PI PE AHEAD AIR-RELEASE VALVE AIR-RELEASE/VACUUM VALVE ASPHALT AVENUE AVERAGE BEGINNING OF CURVE BEGINNING OF CURB RETURN BL I ND FLANGE BACK BENCH MARK BLOWOFF BOTTOM BEAR I NG BUR I ED CABLE BUTTERFLY VALVE CONOU rT CURB AND GUTTER CABLE TELEVISION CATCH BASIN CURB FACE CAST-I RON PI PE CAST-IN-PLACE CONCRETE PIPE CENTERLINE CLEAR CEMENT MORTAR LINED & COATED STEEL PIPE CEMENT MORTAR LINED STEEL PIPE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONSTRUCT COORDINATE CATHODIC TEST STATION CULVERT DEGREE OF CURVATURE DEFLECT DIAMTER DUCTILE-IRON PIPE 01 s r DD 0,0 EC EL ELEC ENC EC ca ESMT EX I ST FH FL G c,p GV HOPE HORI Z HeG HW 'D ,c I NTR '"' ,SR JS LF u MCD MH MTD " "15 OD p ABBREVIATIONS DISTANCE DUCT DRAW I NG DRIVEWAY EAST END OF CURVE ELEVATION ELECTRIC ENCASEMENT EDGE OF PAVEMENT EQUATION EASEMENT EXISTING FIRE HYDRANT FLOW LINE FORCE MA IN SEWER GAS GALVANIZED IRON PIPE GATE VALVE HIGH DENSITY POLYETHYLENE (PIPE) HOR I ZONTAL HIGH PRESSURE GAS HEADWALL INSIDE DIAMETER INVERT ELEVATION INTERSECTION INVERT IRRIGATION JUNCTION BOX LENGHT OF CURVE LINEAR FOOT LEFT MAX I MUM MULTIPLE CONCRETE DUCT MANHOLE MlNIMUM MULTIPLE TILE DUCT NORTH NUMBER NOT TO SCALE OUTSIDE DIAMETER POLE PB PG PGC PCCP PE PERM " PLRCPP PP PRC PT "' PVMT R RP R,W RCB RCP RCSCP REDD RPMP RR SCSP so SPEC STA STD TAN TBM TEMP THB TH, TP TYP "' VERT w WSP POINT PULL aox PO I NT OF CUR VA TURE/PLAST IC CONDUIT PO I NT OF COMPOUND CURVATURE PRE STRESSED CONCRETE CYLINDER PIPE POLYETHYLENE PERMANENT POINT OF INTERSECTION STATION I •00. 00 2•50. 76 5·85. 98 14 •20. I 7 17•28.22 23•%. 60 26•~3. 78 30•22. 39 62•08. 19 33+00. 93 39.45, 35 42• 16. G3 S8•6D. B'I 9•54. I Cl 31•49.80 50•38. 12 S8•36. ~8 STATION LINE ..... o::;: ZO!\,TA_L CONTROL PO .._ ... S COORDINATES N 535. 7%. cc 533.7%.12 533,349.62 534. 884. 42 535. I 09. 35 534. s26. e::· 535. 1 a':). 5S 535. 062. 25 534.904,07 534. 805. 99 534. 719.66 53~.437.20 534,310.49 534. 083. 69 533, 32B. 72 533. 949. 85 533. 7?0. 58 :>33.647.68 533, 3S,. 38 534. 868. :'4 534,0,4.07 533. 4'39. 64 533. 3S5. 75 _ __i__ . ~33. . ~a~. 3 ·9. a3-, 3·J3. , : ~36: S:'9. sa .487.304 . . 486, '324. ss . 483. 263 s~ : :~t ~~t ~~ , 484. 51 5. 3 7 , ~84. 809. 86 .4B'.,.415.G3 485,627. 35 .485.930 51 489,000.06 .4BG.173.77 I. 486. 776. OZ 1,487,036.92 1,488,654 25 1. 4M. 053. 54 486.037. 11 487,844.97 ·188. 6~'.J. 35 i1° c~ r:1 B: CL FC Cc BC [C. cc BC U' ec Cc Cc c, c, Ci Cc Cc Cc Ci_ '" I NT I NT '" em em em P(H \i. OIL Fltl.O ACCESS ROAD I'. SUPERIOR I'. HOllG llOSP. ACCESS ROAD !. f'CH ON RAMP i STREET CURVE DATA ~ =-9:0 -27•4f26 o•-l ~-~- ~~9 -~;-~~1308 05 ~55.21 1200 1•4s u1 o· 247 1s 124.03' ~0--15•57 3~~1278---;-:;-140. 18 ~• 10'27 34,0' ! 271 27 136.0I ----~ ----+----- 1500 13" 16 01 0' I 347.33 174.44' ------ Wf_c~ W[L c WELl WELL WEL _ WE~ we__ PLASTIC LI NED REINFORCED CONCRETE PRESSURE PI PE POWER POLE POINT OF REVERSE CURVE PO I NT OF TANGENCY POLYVINYL CHLORIDE (PIPE) PAVEMENT RAD I US RADIUS POINT RIGHT-OF-WAY RE I NFORCEO CONCRETE BOX RE I NFORCED CONCRETE PI PE RE INF OR CEO CONCRETE STEEL CYLINDER PIPE REOU I RED REINFORCED PLASTIC MORTAR PIPE RAILROAD SEWER/SOUTH/SLOPE IN FEET PER FOOT SLOTTED CORRUGATED STEEL PIPE STORM ORA IN SPECIFICATION STATION STANDARD STEEL TANGENT TEMPORARY BENCH MARK TOP OF CURVE TELEPHONE TEMPORARY THRUST BLOCK TH I CK TELEPHONE POLE TYPICAL VITRIFIED CLAY PIPE VERT I CAL WEST WELDED STEEL PI PE 2, GENERAL NOTES STAT IONS SHOWN ARE KOR I ZONT AL PROJECT IONS ALONG CENT ERL 1 ~:: OF PIPE. AERIAL PHOTOS FROM Wf-llCK THE TOPOGRAPHY ANO CONTOURS WC'>;. PREPARED WERE TAKEN ON SEPTEMBER 10, 1992. BENCH MARK NO. N87-7-77 ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY,AeouT 400 HE-C•~ FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE) ON THE SOUTHWEST ::Ois'<E~ OF A 7 BY 4.5 FOOT CATCH BASIN,Tf-lE CAP BEING 4.2 FEET BACK OF-.,-;: :J<"'3 SET WITH EPOXY. UTfqmR~ R.C.t:.NC. '°"'"" ~AH <,/10/'!'} ON£ INCH ON ORIGINAL ELEVATIO~ DESCRIPTIO~ REVISIONS COUNTY SANITATION DISTRICT Of ORANGE COUNTY, CALIFORNI~ DISTRICT NO. 5 Bli:wle Ena/, 1eenna Corporation 1501 QUAil STREET NEWPORT BEACH, CA 92658 PACIFIC COAST HIGHWAY GRAVITY SEWER HORIZONTAL AND VERTICAL CONTROL DA TA BASIS OF BEARINGS AND BENCHMARK 5_3, JUNE 19'13 J.L. ••~ ------------·········----------------------········---------·················~················ •••••••••••••• L.B.IM.F, t,LJ,S. ..,_ 2 ..-29 . r,.,,, ■ I 1 1 ·======----------------------------------------···················· ------------------------~--0 <r 4 > w ~ <r I ~ ~zl ~ ¢ 0 z- _:,, cC & ~ J' ~:,,~ ~,', f- 9 I 5. 72' 470. 78' 421. 24' 21 I. 40' 886. 70' 450. 76' S£. 6' 800. 60' , 403. 76" I 3~.o···· 3·;2,3_4' r· 157._':_cJ ~ ~ ~E CURVE DATA 792. 27 .399. SE :1;· 16' 46, 5' 54. BC le ', 511 51< 517 515 SCALE• t•~ 300' 115 STATION LINE HORIZONTAL CONTROL POINTS POINT STATION I I 3 ll'> ' '6 I 56 322 326 5 i I 5 I 2 51 :J 5 I 4 5 I 0 5 I 7 520 604 685 606 607 6: 2 no m 92~ 926 on 928 104•50. 9£J 120• 43. 8':, 112-43.25 66•57,56 CJ4•49. 51 95·64. 25 134•35.CO 66;')8. 19 75•73. 91 78•48. :o 83• as. 1 o COORDINATES 531.661. JO 531, 3:'>2. 19 S)l,434.91 s:n. 1so. es SJl,370.08 ':,31. 402. 02 532,414.87 53(J,6&1.)7 532. 168.02 5J2,091.27 533.S7'/.'JI 533. 330. '.,9 5Jl,375,25 533,35:.4i 531, :sJ.42 533. I "0. ;;2 ':,]]. 003. 47 532. 754, i 0 ':,3 i, 3~0. 39 s,1.Jc,1,39 531,37f.25 532. 368. 77 531,395.56 531,429.18 I, 492,780.69 1,494,330.58 I, 493. 540. 05 I, 489. 448. b7 I, 494,330.42 1,495,362.55 1,491.5137.% I, ~90. 5%. ~7 1,491.928.34 l,S92.013.63 1,493,:'.':il.49 1.~94,253. I, 495,722 Q7 , 489. 449. I? I 489,529.41 I, 490,327.40 I, MJQ, 565. 06 1,490,998 ~3 I 495.?41 90 ·,,495.24, 9~ I, 495,560.63 1,495,529.77 I, ~95, 750. 79 1,495.856.ih cc cc Cl cc cc u cc fiP DESCRIPTION EC EC, OEFL 00-00 23. 6 L BC BC, DFFL 59 ~9 20. I ~ BC t<LAR DOVER [lC Ci EC C'L BC ee .~P CL I NT P(H & Ell<Y5rl0RE rJUR CL BC, OEFL 59-.;E,-10.3 R RP Cl Cl cc cc u INT PCH & RIVERSiDE lfJT PCH & TUSl IN I' N CL CL SC ec CL I NT PCH & DOVER Cl. EC PIPELINE HORIZONTAL CONTROL POINTS MARKER DESCRIPTION PK NAIL LOIK NAIL PK l·IA I l PK NAIL POI NT PIPELINE STATION COORDINATES DESCRIPTION eze S?8 830 832 s,4 103•50. 57 10~.:38.14 10~•50 9~ I ; 2· 4,. 2~ 2: "·' B•> 2c '. as ,\H ,3,.32,6b I 34 • 4 I. 4 7 133·24. 96 ! 33· 79. 7E 133-79. ~a 531,605.45 53'.689.67 ,',31,686.02 531, 4~9. 89 531.358. 18 l,~92,751.74 I, ~92, 775. 84 1,492.788.11 I, 493,547.47 494,329.78 1,495.718.01 1,495.717.74 1,495.610.27 i, 495,625. 74 I, 495,665.03 BEGINNING OF SECTION MANHOLE ANGLE PO I NT, TRUNK SEWER EC TRUNK SEWER 8C TRUNK SHIER EC. DffL t,.1/\NHOL E ANGLE PO I NT, [/JD OF SECT ION I 11 TRUNK SEWER BC ,c TPUnK SEWER EC, DEFL " ' DELF 90-36 21. 7 R 00-D-23. 8 L OEFL 90-O- 6-16 .. 46. 5 L ,css,0.-.: ui.GCi},;. q, <;! mu r.; ~ e C OESCRtPTIO~ ~PPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 OHE Scwe Enalneertnc, Corporaaan JSOIOUAIL STREET NEWPORT BEACH. CA 92658 (7M> 47.;-:noo PACIFIC COAST HIGHWAY GRAVITY SEWER HORIZONTAL AND VERTICAL CONTROL DAT A 5-37 JUNE 1993 ~Cl771◄ J.L. ,, .. l■■ 11■■ •• •• •• •• •• •• •• •• •• •• •• •• •• •• I■ I■ I■ I■ Ill I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ •• ~ 3. 29 •• M.J.S. l.B./M.F. -,,f_ t◄62H 1■■■■■■■■111111■■1111■■■■■■■■■■■■■■■••······-··-------------------;;;==='■ ·············-----------------························· .. ••••••••• -----------, 10 10 0 0 -10 -10 PROFILE SCALE HORIZONTAL I'= 40' VERTICAL I'= ~• 10+00 I I +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 lN[ INCH 0~ ORIGINAL ■----------------- ~QtiSTRUCT I ON NOTES POTHOLE EX,S 1,',G OITORM DRAIN. OPPROVED 7 PLAN SCALE: 1'"'40' OlSCRIPTIQ)l APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 eo,.,,e Enc:,lneertr1Q car,:,aratton ISOI QUAIL STREET NEWPORT BEACH, CA 92658 I■ Iii 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■ PACIFIC COAST HIGHWAY GRAVITY SEWER I■ POTHOLING PLAN I■ STA 9+52.00 TO STA 18+00.00 5_3,_, " 1 •••••••••••••••••••••••••••••••••••••••••••••••• ■-------------------~--------------------------• ••• IR!H-~-- -----,.-----------------------------,------------ I■■ 19+00 20+00 21+00 22+00 PROFILE SCALE 1-lORIZONT AL I' = 40' VERTICAL I' ~ 4' 23+00 10 0 -10 24+00 25+00 26+00 -;:;o~-~~RuCT ION NOTES OTHOLE EXISTING o-:a>, :~~ '-• l,eeso,co-~ 1-~ ~.CE.NO,~•:)'! _ ! _:H~ <ildn I (? PLAN SC ALE: 1'=40' "'· 0[SCRIPTI0~ APPROVED o•H REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 l3oYle Enqlneertna coraoratlon ISOIOUAIL STREET NEWPORT BEACf-1, CA ~2658 (714) 47&-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER "' POTHOLING PLAN '. STA 18+00.00 TO STA 27+00.00 . ) 5-37-3 ... JUNE 1993 ~~.r l,5\,,oo= ~-~ 5· 18-<11 """'° J.L. __,,7 Pill = "" ~· L.s.m.F. .,_,a.-~~ _, '" l«J. 5 ·.., 29 ~ M.J.S. --= •= on, •• •• •• •• •• •• •• II •• •• •• •• •• •• •• •• I■ I■ I■ I■ •• •• I■ I■ I ■ I■ I■ I ■ •• I■ I ■ I■ I■ I■ I■ I■ I■ •• II II II II I■ I■ I■ I■ '■ I ■ I I I I I I I 10 0 -10 27+00 28+00 29+00 --------------························ ... ----------------· -■I PROFILE SCALE HORIZONTAL I'= 40' VERTICAL I'= 4' 10 0 -10 36+00 CONSTRUCTION NOTES POTHOLE EXISTING GAS LINE. POTHOLE EXISTING FORCE MAIN SEWER. POTHOLE EXISTING ELECTRICAL DUCTS. PLA.N SCALE: /'==40' DESCRIPTION APPROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF ~ ORANGE COUNTY, CALIFORNIA c&tl,.,~oo -DI STR I CT NO. 5 "Tit'"' R.c.!'..N0 • ..2f:tm_ 1---------------------f ~--'1_'0 _"_' __ __, Bovie Enc,tneeltnc:, CDr,:,aratlon 1501 QUAIL STREET NEWPORT 8EACl-l. CA ':12658 PACIFIC COAST HIGHWAY GRAVITY SEWER POTHOLING PLAN STA 27+00.00 TO STA 36+00.00 5-3'-l ■I ■I II II II II II I■ I■ I■, 111 I■ I■ I■, l■I l■I I■ I■ I■ I■ I■ I■ II I I■ II I■ I■ II II!! I■ •• ~ 6. 29 •• PACIFIC COAST HIGHWAY C◄S2!◄ •• ------------~~~--------------------~----------------~~~ ~ - - - - - - -······························~~w••········---------------- - 10 0 PROFILE SCALE HORIZONTAL I'= 40' VERTICAL I' ~ 4' 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 8' VCP-CITY OF N. B. - 10 0 -10 45+00 @ @ @ POTHOLE POTHOLE POTl-lOlE I, \\ l) l'-- C" CONS'RUCT I ON NOU:_~ EX I ST ~C. EX I ST, f..C, EXISTI-~[ '.luCTS. PLAN SCALE: 1'=40' 0ESCRl?TI0N APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 OATE l■ '■ ■ ■ I I I I I I I I I I I I I I I I I I • ■ ■ ■ J■ i■ I■ I■ ~----------, BaYIC Enc:,lneertf"1CJ caraorat/on I■ I■ I■ I■ I■ 1501 OUAIL STREE:T L.B.IM.F. M.J.S. "EWPORT l;l[ACK. CA 92658 462H 17141 476-3300 •• •• •• ~ 7. 29 J■■ J■■ -------------1- 0 -10 PROFILE SCALE HORIZONTAL I'= ~O' VERTICAL I'= 4' 52+00 53+00 ID 0 -10 54+00 CO~STRUCTION NOTES POTHOLE EX I ST, ',G -E_ EP-<ONE DUCTS. POTHOLE EXISTING FO~CE MAIN SEWER, POHIOLE EX I ST I NG ELECTRICAL DUCTS. ~-1 II II II II II II II II II II II II II II II II I II I 10 0 -10 54+00 •••••••••••••••••••••• ---------------------- 55+00 56+00 57+00 58+00 PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I'= 4' 60+00 10 0 -10 61 +00 ~PPROVEO CONSTRUCTION NOTES @ "0'~:;-~ £XI STING FORCE MAIN SEWER. @ POT~Q_E EX STING ELECTRICAL DUCTS. @ POTHOLE (X•STING CABLE TV OUCTS. ""' ------- COUNTY SANITATION DISTRICT OF q.-/i ~ ORANGE COUNTY, CALIFORNIA UT4nfi~RECTOR DI STR l CT NO. 5 R.C.E. NO. '3~7 'l' 1------=--=--:_:_:_:.::._:_;_=_:'--. ____ --I l''""m='::1'0::b::' ===-J Bovie EnQ/neertnc:, Carr.,oratlan ISOIOUAIL STREET NE1WO<F BEACH, CA 92656 ················--------------··································••1 • .----~· --.... 111111 ■I ■ll ■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 •• ------ HYDRAULIC DATA d = 24' D = 0.70' n = 0.013 S = 0.0007 Q = 1.65 c.::s 1.07 MGD V = 1.62 FPS 0 64+00 z 0 i~i~ w" > ". w OJ zw w 66+00 PACIFIC 67+00 68+00 24" VCP PROFILE SCALE K0Rl20NTAL I' 0 40' VERTICAL I' e 4' 69+00 '.') L APPROX SURFACE OVER PIPE (i_ ----------~------- 70+00 STA 69+41.00 (i_MH IE 24'E=(l.96l 24'W=Cl.961 24' VCP 71+00 J ----10 72+00 24" VCP 73+00 6'ACP-CITY OF N.8. 5-4' 8,4-5' DU-S. C. E. 24' VCP-C. S. 0. 0. C. ·-36' 0 I P-C. S. D. 0. C. STA 71+.92.00 (i_ MH IE 24'[-(2.02) 24'W (1.99! 0 -1 DETAIL 51z 0- 00 :11: WW JJ WW ~~ --CONSTRUC'-30 OF '2'VC" CD CONSTRUCTION NOTE~ PROTECT EX:ST•NG 36' tMS A.ND 4-5' ~ :-•• SPECIFICATIONS. CONSTRUCT 60' ID MANHOLE PER CSi'.lOC: s-~,.:~:,: )tJ\' '"· _ J(i, AND DETAIL 2 ON SHEET 18. FOR PROF -~ J" .:C--= -'l<' --Hc-W-PBP' -eE-/1:e# 2~' V.C.P., SEE DETAIL ! f-lERE O',. REHABILITATE EXISTING 2~' V.C.P. PER SPE: REMOVE EXISTING 2~· V.C.P. AND RECONSTRuc-\:;, 2 WI Tl-1 TYPE I I BEDDING. FOR PROF I LE SEE DET A MODIFY EXISTING CITY OF NEWPORT BEACH MANKOLC ON SHEET 18. COMPLETS Y REMOVE EX'STING 60' ID MANHOLE AND ilASC ,,.: NEW 60' •) <,A.>sHOLE PC" CSDOC STANDARD DRAWING S<·~~- r = HIGHWAY ii ·.,-' ..., ... K-.... PLAN SCALE= " • ' ' ·r ~ . ' J • seeawco , ,c/3;, UT~R~ R.C£.NO.~ DATE 'l/<o/'l; l '=40' DESCRIP110~ COUNTY SANITATION DISTR!CT QC ORANGE COUNTY, CALIFORN!A DISTRICT NO. 5 so,,,,e EnaJneertnq Car,::,aratlCJn 1501 QUA.IL STREET NEWPORT BEA.CK, CA. 92656 PACIFIC COAST HIGHWAY GRAVITY SEWER REHABILITATION PLAN AND PROFILE 64+57.10 TO STA 73+00.00 5-3H ◄6214 _, ~ Io. 29 1■■••··············································--.. ----------, •• •• •• •• ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I I ■I ■I ■I ■I ■I ■I ■II ■II ■II •• ■II •• ■I ■I ■I !!I ■I ■I ■I -- HYDRAULIC DATA d = 24' D "0.70' 0.013 10 0 0 0 -0 . ON 0 > • w ~" 'w 73+00 0 0 0 0 24' VCP 3-4•pc-P. B. I/ B'VCP-ClTY OF N. B. B'CIP-CITY OF N. B.- z4• VCP Ill ' PROFILE SCALE HORIZONT Al I' ~ 40' VERTICAL I' ~ 4' 75+00 76+00 77+00 Sf'T 8 I EEL; TISI s·ou-s.c.E. RIW X6' 6' xr VAUL T-S. C. E. STA 78+48."IO/ PACIFIC COAST 10 24' VCP 24' VCP 80+00 81 +00 82+00 _ STA "78•48, tO (i:_ MK IE 24'E•l2.4Bl 24'W= (2. 43) 12'N=t3. 381 8' S• (3. 40) ff~p~~~~~-g~rz_~~ N.B. ;4'X6'6'X7'VAULT-S.C C 5-4• &c4 -5' ou-s. c. E. 79•50_00 %, M ·24:vcP=c.s.o.o.c. __ , IO ~\~~~C~T~---D-o. c. ,_. -·-=e•SD ~-=6:w---+--- -~~~~~~~~--~~=~~~~~~- g' ~.,,.,. ~;;; ~ 00+00 I -8. · -0 --,~:le ·==-d ~---=---- 0 0 0 0 I u f---<r ~ I 12'STL-CITY OF N.B. ==='"1"' i'X6'6'X7' VAUL:S~ ~- \ 4'X6'6'X7'VAULT-S.C.E. 8·4'0U-S. c. E. B'STL-S.C.G. ~12•STL-S.C.G. 24' CML&CSP-C. S. O. 0. C. 24'RCSCP-CITY OF N. S. 1-4' PC-P. B. 0 " " " ~ z\,' CONSTRUCT 75 o-'OF 8"PVC DETAIL HOR: I' ~40' VER• I' ~4' ::,,3-"' )F ,;•:,,_- CONSTRUCTION NOTES CONSTRUCT 8' V.C,P. WITH TYPE II BEDDING. PROTECT EXISTING 36' FMS AND 4-5' & 5-4' ELECT":•. SPECIFICATIONS. CONSTRUCT 60' ID MANHOLE PER CSDOC STANDARD DP.o..t< REMOVE EXISTING 60' 10 MANHOLE COMPLETELY, AN') :,:,._s-~ .. ,:- NEW 60' ID MANHOLE PER CSDOC STANDARD ORA\'/ING 5-)"i'. ,-...: DETAIL 3 ON SHEET 18, REMOVE EXISTING 60' ID MANHOLE COMPLETELY, AND co .. ;;-:,_,:· NEW 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-OSC· AND DETAIL 4 ON SHEET 18. FOR PROFILE OF CITY 0" '<:.·11o:i,:,- BEACH B' P.V.C., SEE DETAIL I HERE ON. REHABILITATE EXISTING 24' V.C.P. PER SPECIFICAT,0'<5, CONSTRUCT 48' ID MANHOLE PER CITY OF NEWPORT BE6C,., S A',)A'lD DRAWING STD-401-L, CONNECT NEW 6' V.C.P. TO EXIS':><G 8' v,C.P., AN RE.MOVE EXISTING 48' ID MANHOLE. SEE DETAIL 4 ON SHEET ·B. @ LINE EXISTING CITY OF NEWPORT BEACH MANHOLE, SEE SPECIFICATIONS. @ CONSTRUCT 8' P.V.C. WITH TYPE 1°1 BEDDING. @ CONSTRUCT 6'X 8' ECCENTRIC FLEXIBLE COUPLING. \~ 0 .·:.-. PLAN SCALEr I' ce40' 1--'~"~·'-------'""'~'~'"~•~rn~,==--~~~--~"~~~,~~"~''-I' • -; """"~ COUNTY SAN I TAT I;~"'~''. STRICT OF -=.....J ORANGE COUNTY, CALIFORNIA u%t1?o,REcToo DISTRICT NO. 5 R.C;E,N0,2filXL_ ,._ ________ c_ _____________ _, ,m ,1,0 ''' Ba~'fe EnQ/neertnQ cor,:,aratton 150! QUAIL STREET NEWPORT BEACK. C• 9265!\ ;-,141 4TG-:noo PACIFIC COAST HIGHWAY GRAVITY SEWER REHABILITATION PLAN AND PROFILE STA 73+00.00 TO STA 82+00.005-3H I I I I I I I I I I I I I I I I I --------------------------· ·--~----------~-,-.....--.-----------------------------··· ST A 82+00. 00 TO S"!:,~_83•74. 10 HYDRAULIC DATA d 24' D 0.70' n O.Ol3 S 0.0007 0 1.65 CFS 1.07 MGD ~2_!PJ__J STA 83•74. 10 TO STA 91+61.00 HYDRAULIC II DATA 10 24' VCP 0 -10 82+00 ------------- 84+00 AVENUE ,,,----2DLl·P. B. . 85+00 /-8' vCP-CITY OF N."B. 6'<1.CP-CITY OF N;B. PACIFIC 24' VCP -------------- 86+00 PROFILE SCALE HORIZONTAL I'= 40' VERTICAL I' = 4' COAST 87+00 -------------- 88+00 24" VCP 90+00 ST<\. 88+98.31 (l MH 'IE 24'E•<3.48) 24'W• {3. 50) 2' • ( I I. 44) HIGHWAY 10 0 91 +00 CONSTRUCTION NOTES PROTECT EXISTING 36' FMS AND 4-5' & 5-4' ELEC-" :.i.._ )y:·s, SEO SPECIFICATIONS. REMOVE EXISTING 60' ID MANHOLE COMPLETELY, ANO C:J"<S""JC' NEW 60' ID MANHOLE PER CSOOC STANDARD DRAWING S-050 ANO DETAIL 5 ON SHEET 18. REHABILITATE EXISTING 24' V.C.P. PER SPECll'l[A" :JNS. COMPLETELY REMOVE EXISTING 60' ID MANHOLE AN) 3~5C ~") '.:ONSTRUCT NEW 60' ID MANHOLE PER CSOOC STANOARO DRAW·'<'.; S<S: RECONNECT 2" P.V.C. VENT FROM EXISTING 36' ;'-'5. LINE EXISTING CITY OF NEWPORT BEACH MANHOLE. sc= PROTECT EXISTING 2-4' PC TELEPHONE DUCT, SEE S"· PLAN SCALE= I" =40' APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE Bovie Enqlneertnc, coraQrat/on ISOI OU/\ll STREET NEWPORT BEACH, CA 92658 1714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER REHABILITATION PLAN AND PROFILE STA 82+00.00 TO STA 91+00.00 5-3H ~ 12. 29 I :c;:, 0 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• -~~-------------------------------------------------------------■I ■I ■I ■I ., ■I ■I ■1 ■ ■ II ■ • I I I I I I I I I I I I I I I I I I • Ii ■ ■i ■1 ■l ■I ■I ·,25 10----- 24' VCP -10 91+00 0 0 0 0 57A 91•00.00 TO STA 91•61,00 HYDRAULIC DATA d = 24' 0 = 0.30' n = 0.013 s = 0.0007 0 = 0.21 CFS 0,1<1 MGD V = 0.88 FPS ST~ 91•61.00 TO s-• 96•2s.s, HYDRAULIC DATA d zs· D = 0.10' n = 0.013 s : 0.0007 0 = 0.01 CFS 0.006MGD 0.36 FPS ml,; 0 I :: 24' VCP 92+00 93+00 24" VCP 94+00 95+00 STA 94•14.00 PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I' = 4' 96+00 z 0 ;-EXIST IO'PVC __ L------ 97+00 98+00 END REHABlllTATION 99+00 ,~BUR CBL·P. 8. 2-4'PC-P. 8. IO'VCP-CITY OF N.8. 10 0 - I 0 100+00 ~ONSTRUCTION NOTES REMOVE EXISTING 60' :O MANHOLE COMPLETELY, A"'J :-;::i,.5·:,y:· NEW 60' 10 MA'<~C_E "E" CSOOC STANDARD DRAW'NS S C·SO AND DETA'~ 6 0'< S'-'C:C-8. REKABILITATE ~x s· \G 24' V.C.P. PER SPEC c :;.· J¾S, COMPLETELY REMOVE EXISTING 60' ID MANHOLE A'.) 3ASC: AND CONST'l;.JCT NEW 60' ID MANHOLE PER CSDDC STANDARD DRA\'IINS S<JSO. PROTECT EXISTING 2' GAS LINE, SEE SPECIFICATIONS. REMOVE EXISTING COLLAPSED 24' V,C.P. COMPLETEL1' A\:} REPLACE WITH NEW 24' V.C.P. WITH TYPE 11 BEDDING. CONSTRUCT NEW SERVICE LATERAL CONNECTION. PROTECT EXISTING 36' FUS, SEE SPECIFICATIONS. PLAN SCALE= COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 1501 QUAIL STREET NEWPORT SEACi-,. CA 92658 PACIFIC COAST HIGHWAY GRAVITY SEWER REHABILITATION PLAN AND PROFILE STA 91+00.00 To s-t. JJ·<)J.00 5_37_4 JUNE 1993 ~cm~ ' ' ·'J), ~ J.L. L.6.IM.F. • C◄621◄ . . == M.J.S. "'" -13. 29 lllllll!IIIIIIIIII CONSTRUCT 328 Lf OF 8' VCP S=-0.004(MJN) EXIST INV 21"5 0 _____ / _______ s,o. 00087 --------- -10 > " 109+00 I I Q+00 111 +00 I 12+00 CONSTRUCT 288 LF Of 8' VCP S=O. 004 (MINl ---30"VCP _________ s,o, 00087 I I 3+00 STA 112+!9.00 Ii_ MH STA ! f2+26. 00 ~ PROFILE SCALE HORIZONTAL I' = 40' VERTICAL I'= 4' I 14+00 I 15+00 -----------················ -----_____ iii ____ _ " I 16+00 I 17+00 10 I 18+00 0 0 0 0 (i) 0 CONSTRU(T I ON NOT.ES CONSTRUCT 30' V.C.P. WITH TYPE 11 BEDDING. CONSTRUCT 8' V.C.P, l'IITK TYPE 11 BEDDING. CONSTRUCT 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L. CONSTRUCT 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-050. CONSTRUCT 72' 10 MANKOLE PER CSDOC STANDARD DRAWING S-050, AND DETAIL 3 ON SHEET 19. CONSTRUCT 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401 ·L AND DETAIL 3 ON SHEET 19. REMOVE INTERFERING PORTIONS OF EXISTING 8' V.C.P. AND 21' V.C.P. MAINTAIN SERVICE CONNECTIONS DURING CONSTRUCTION OF NEW 8' V.C.P., SEE SPECIFICATIONS. ABANDON EXISTING 21' V.C.P. SEWER AND MANHOLES, SEE SPECIFICATIONS. CONSTRUCT SEWER LATERAL CONNECTION PER DETAIL IA ON SHEET 18. I ■• 10 0 -,o STA 127•00.00 TO STA 134+32. 66 HYDRAULIC DATA d D n s 30' 1.60' 0.0 3 : ' \II<"; ? : -, -, : ::, t, ~ -: : t, -6 127+00 0 0 0 0 + "'r---N 0 z« :c u f--- <( '.2 -~---~--T-_2_s,~g .. L~-~-• £ 2 'E=(,.391 2 'W= ( i, 19) S=0.00087 129+00 ,-21' V.C. P. -C. S.0.0. C. 36' RCP-C I TY OF N. 8. 2'STL-S.C.G. 32'PE IN 36'VCP-C.S.O.O.C. 30'VCP 0 0 CONSTRUCT I 03 LF OF S'VCP S=O. 004 (Ml N) 130+00 STA 131+23.00 1..LZJ ... '..[~.J ... L .. ..2.£1... 21'W•(l.54l\ B'VCP-C!TY OF N.B.\ STA_ 130+27.0I t MH S'FA 1£9 7 !. 91 It 1,11 -=-----===== 131 +00 ----- .~ -EXIST B'VCP _L ______ _ EXIST INV 2l'S ____________ L _____ _ --S=0. 00087 PROFILE SCALE HORIZONTAL I' " 40' VERTICAL I'" 4' 132+00 133+00 S=0.00087 134+00 IJ1+30.00 ll MH 39'RcP-'c1n OF N.8. 3' STL-5. C. G. 2-S'DU-S.C.E. 70U-P. B. END PROJECT ST A 134+41.47 ll MH IE 2·1'[-(1. 73) 21 'W• (I, 70) \ 8'•!2.88l ------:~--=------32•s IN 36'VCP==---_-=-==-=:z~--21'S/8'S= ---- T 34 ,-S=0. 03065 10 0 -10 136+00 6 N D SCALE, APPROVEll CONSTRUCTION NOTES CONSTRUCT 30' V.C.P. WITH TYPE 11 BEDOING. CONSTRUCT 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L ANO DETAIL 3 ON SHEET 19. CONSTRUCT 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-050, AND on A IL I ON SHEET 20. CONSTRUCT 72' 10 MANHOLE PER CSDOC STANDARD DRAWING S-050 ANO DETAIL 2 ON SHEET 20. CONSTRUCT 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-050 AND DETAIL 3 ON SHEET 20. CONSTRUCT 48' ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L ANO DEUIL 3 ON SHEET 19, REl!8"[ [)ilSllllG GL[ql 9blT M.o ea, srnuo II[ •a 18 e1r, er UE,11 ORT BEAEII ST-~BR~ JS STB rn1 L. 8 [ P[R REMOVE INTERFERING PORTIONS OF EXISTING 8' V.C.P. AND 2 V. C. P. MAINTAIN SERVICE CONNECTIONS DURING CONSTRUCTION OF NEW 8" V.C.P., SEE SPECIFICATIONS. ABANDON EXISTING 21' V.C.P. SEWER AND MANHOLES. SEE SPECIFICATIONS . CONSTRUCT 72' ID MANHOLE PER CSDOC STANDARD DRAWING S-050, AND DETAIL 3 ON SHEET 19. • COMPLETELY REMOVE EXISTING 60' ID MHIHOLE AND CO\iNECT EXISTING 8' V.C.P. TO NEW 8' Y.C.P. WITH TYPE Z JOINT CON'IECTION. CONSTRUCT 8' Y.C.P. Wini HPE II BEDDING OVER EXISTING 21' V.C." • REMOVE INTERFERING PORTIONS OF 8' V.C.P. I' =40' DESCRIPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF q-1-, ~ ORANGE COUNTY, CALIFORNIA irrpnffo1R!CTOR O I STRICT NO. 5 R.C.E.NO. ~e~ L"_"_' _'_1'0_1,_, --~ Bovie EnQ/neettnQ cor,::,araaon 1501 QUAIL STREET NEWPORT BEACH. CA 92658 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN AND PROFILE STA 127+00.ci0 TO STA 134+41.46 5-37-4 (IJ.tt JUNE 1993 5•\ ·U ■ ■ •• I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ I■ •• •• •• ■■ ■■ ■■ •• ■■ ■■ ■■ •• •• •• •• I■ I■ I■ Iii I■ •• 1111 ■■ ■■ 0£:<Ql'.0 J.L. L.B./M.F. = M.J.S. -17.29 •• ------------------ I I 11 ll ll II I I! /;_EXIST LATERAL ---,,,--TO REMAIN IN S£RV I CE -BANDED RUBBER COUPLING 1/, ' CRUSHED ROCK I ' ALONG fAA IN ON EACH SIDE ALL AROUND TEE LATERAL -8'X4' OR 8'X6'\ICP WYE BRANCH FI TT I NG DETAIL 9 ' -----.; ,..._ ,:x s-12'\ICP-- '>[VO'i~ [x s· 60' 10 ~~ COV"." -'~ND CONS:P__,t· •.~~ 72' 10 MH--'\ <j' ~-~ 3' R0 2' ~ PVC LINER ANO GAS FLAP PER __ "'-.. CSDOC STANDARD DRAWING S-056 s· 2u•,:" "':-A'l EXIST 8'CIP CUT AND PLUG WITH CLASS 'A' :ONCRETE ./~ii1 ~!1-t'{ _ ~_L_E V 12. 431 ~~_78_'.'4i;l_lQ__ R•2'-EX I S"i 1,/V . -_(3 ___ 6_1_): REMOVE INTERFERR1'1G PORTI0'1S OF EX ST B'CiP ---~ ~~~GF ~~~--~; T_~_ r-~~H ~~~A'Ss~-~, •• ~-- CONCRETE. SEE S"ECS INV ELEV -3.62 CONSTRUCT 6' CI P -- t.. IR VENT i r :::,- CONSTRUCT TYPE Z JOl,/T CONNECT IQ,/ . CONSTRUCT 10 -LF OF 8'VCP I NV ELEV 3".-89 ·- "[MOVE 1 '1TERFER; -..: PQPTIQN OF EXIST _f:_XIST INV ELEV (3. 38) EXIST IN\/ ELEV (Z.:"IJ __ _ rEXIST 24'\ICP / TO BE REHABILITATED ___ ,_ REMOVE I '1TERFER I '1G PORTIONS OF EX I ST 24' VCP ,,---SEE PLAN SHEET FOR • \ ~~~~~~~ ~~~ S:F UTILITY CROSS I NG _,,-OF 8' PVC SOR 35 '" Em --y' 3. BO '----PROTECT EX I ST 36' FM$ EX I ST I NV ELEV 3. 92 IN PLACE ·~. C0'1STRUCT 48' ID MH \ PER CITY OF N.8. STD 401-L "---INV ELEV -5--:--2-,-- DETAIL 3/e'=l'-O" ex ST IN\/ ELEV {I. 721 ""-PVC LINER AND GAS FLAe> PER CSDOC STANDARD DRAWING S-0$6 /EXIST 8'VCP L. 79" - EXIST INV ELEV (3. 08) STA 83•74. 10 I NV ELEV 3. 07 DETAIL ¾"=I' -0' EXIST INV ELEV (3_ 74) ~-PVC LINER AND GAS FLAP PER CSOOC STANDARD DRAWING S-OS6 EXIST 24'VCP ________ L__~~-BE REHABILITATED ------------,-- -.....___ REMOVE EX I ST 60' ID MH COMPLETELY A'1D CONSTRUCT NEW 60' ID MH EX I ST TO BE DETAIL ED \EXIST IN\/ ELE', (2. 25) PVC l INER AND GAS FLAP PER - CSDOC STANDARD DRAWING S-056 "/EXIST B'VCP I :'/ EXIST IN\/ ELEV (3_ 60) STA. 91•61.00 INV £LEV 3. 58 APPROVED DETAIL 1/s. = , -o· EXIST IN\/ ELEV (4. 41 l -REMOVE EXIST 60' ') MH COMPLETELY AND CO'<STRUCT NEW 60' 10 MH •• -EXIST 24'VCP TO BE REHAB TA. TED \EX I ~T __ I_NV E_LEV (3. 56) DESCRIPTIO~ REVISIONS APPROVED DA TE COUNTY SANITATION DISTRICT OF ~ ORANGE COUNTY, CALIFORNIA "'%1,;R"'"' DI STR I CT NO. 5 R.CL ~O.~ >--------------------------------1 ,m ,/,,/,, Bovie EnQlneertnq Car,:;,arattan ,, .. .-, ISOIOUAIL STREET NEWPORT SE~CK, CA '32658 17Hl ~76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER MANHOLE BASE DETAILS °'" JUNE 1993 J.L. L.8./M.F M.J.S. _ I 8. 29 I II II II II II II II I I ii I I I I I I I I I I _ ____j •• •• II --~=----------------------------------------------------------1 -----••iiiiiiiiiiiiiiiiiii■----iiiiiiiiiiiiiiiiii- II II II II II 111 I■ I■ I■ I■ I■ I■ l■I l■I l■I l■I l■l l■I ••r I■ l■I 1■: I■ I■ I■ I■ I■ Ill I■ •• I■ I■ I■ I■ I■ I■ iii I■ EXIST IN\/ E:...C:·, I -z. 821 EX I ST ''<1 EX I ST 27' \ICP (A8ANl-,, REMOVE I NTERFERR' NG PORT ION -. OF EXIST 27"\ICP 30'\ICP-_ CORE DRILL EXIST 7 2' MH - BASE. INSTAL: ,c~ .~" AND '-'. C, ' __1.~l~T __ 1 f!, (-3. 34) --------- I EXIST 8'\ICP_,, -,_" EXIST INV qEv { -4. 5~ I EXIST 27' VCP m '<,-~;,~ ' B C -- I I 2+ I 9. 00 -I. 20 0. 63 ' I 27 • I 8. 00 0. 09 • " i ]. D_l_~l ...... l.NY._g_~y G EX I ST I NV E~E. R=S'- 7 ) (-2. 57) --' ,,:-:-- , ,;_;_--- ',, r-REMOVE EX I ST ',,/ 72'ID MH, SEE SPECS • /EXIST S'YCP ,:\'\ / EX I ST I NV ELEV ,:\ ;,''1'• INV ELEV ~7:-, \-:-'_-','-_-__ ~~--" " '-L·CORE DRILL EXIST 72' ID MH BASE(l'OO MIN 2'00 MAXJ INSTALL NE\\' S'VCP ANO FILL ANNULAR SPACE WITH DRY PACK MORTAR. PLUG EXIST 2I'VCP \\'ITH CLASS 'A' CONCRETE. FILL CHANNEL WITH CLASS 'A• CONCRETE, SHAPE SIDES TO FORM SMOOTH FLOW SURF ACE. --REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL. DETAIL 3/a"=l'-O' CD '""Tagg-,--/-LINE EXIST ~g• J MK WITH / PVC PER CSOO s-~';c)AQJ ,, OWG S 050 FILL CHANNEL WITH CLASS 'A' CONCRETE WHEN SEWER IS PUT INTO SERVI CE. SHAPE SI DES TO FORM SMOCTH FLOW SURFACE. PLUG EXISTING 8" VCP WITH CLASS "A" CONCRETE [XIST INV ~LEI/ -~a~·; -------EXIST 8"1/CP -REMOVE EX I ST MH SHELF TO FORM SMOOTH FLO'// Cf-lANNEL WHEN NEIi' SEWER IS PUT INTO SERVI CL CORE DRILL EXIST 48" ID MH BASE O"OD M!N 2"00 MAX) lNSTALL NEW B" VCP AND fill ANNULAR SPACE WITH DRY PACK MORTAR. ELEVATIONS (FEET> STA C ' F I E ' 2. 53 ,_ " 3. 69 3. 64 _I G " {-0. 11 l (-0. "' (I. I 9) rn_ "' ' I 12•26. 00 I 27•25. 00 REMOVE EXIST 60' 10 MH COMPLETELY AND CONSTRUCT NEW 48' IO MH PER CITY OF N.B.ST0-401-L··· / ·-EXIST 60• 10 MH (LOCATION VARIES. SEE CORRESPOND I NG PLAN AND PROFILE SHEET). -r'ScTc'~' ___ _ ---·--. STA 119•22. BO EXIST INV ELEV """"f3.21)- EXIST INV ELEV \ 8' VCP C0.48 2I'VCPJ ~ ,-' \EXIST B'VCP .\,-·· \ ' '-; ---·-::__:5;~ ~-.. ·~------,------~- _REMOVE INTERFERING PORTIONS_,'// 16' --' OF EXIST B'VCP AND 21'VCP __ y I ,' , PLUG END WITfi CLASS 'A' ' --~ CONCRETE _j' ·, \_EXIST 2 l'VCP EXIST 21'VCP R0 2.5' ,r----------~ \'-----R•2.5' __ '_-_' __ IST INV ELEV -T~_if;1 INI/ l ~ \__ 30'VCP 30' VCP DVC LINER ANO GAS = _F' CSOOC STANDARD D"t" °'::; CER S-056 • l'lLE ABOVE FOR D vc, C DETAIL 11111■•--------------························--- I NV ELEV 2. 64 B'DIP-APPRO• 4'01P·APPR::::, 27' (ABANJ-C.S.0.0.C. 6' XS' VAUL T-S. C, E.- REMOVE EXIST 60'10 MH COMPLETELY AND CONSTRUCT NEW 48' ID MH PER CITY OF N.B.ST0-40I-L--\ EXIST INV (4. 601 REMOVE INTERFERING PORTIONS QC WST 2,•,ce,AB'"> ~~,~: EXIST B'VCP REMOVE INTERFERING PORTIONS-1~------~.-----------: OF EXIST 8'VCP AND INSTALL DROP INLET PER CITY OF NEWPORT BEACH STANDARD 403-L I NV ELEV ·O. 05 DETAIL I " = I ' -O' INV ELEV -0.02-- _1?:_IS_T __ INV E~V I 3. I 0) EXIST INV ELEV / ~0(21·vcPJ / /~?NSTRUCT I 08. 5 LF OF S'VCP 3' -~~---['REMOVE INTERFERING PORTIONS OF EXIST 8'VCP AND 2I'\ICP tHLs~J.~~cP w1rn GRouT, 2. S' I NV ELEV -0. 04 EXIST INV ELEV i j .I II II II II II II II II II II EXIST IN\/ ELEV (3. 14) CONSTRUCT 72' ID MH -· f,-,-----~l_-0O,,75) ___ _ II II II EXIST INV ELEV /i0:-5321'vcP1- STA 104+38. 14 iNVELEV -1. 88 • ,--B'VCP /-EXIST B'VCP _--_-,-_-___ ,-L·, -· ,' ; -------:,_:__···_ ~--,..' -·-------- I NV ELEV I, 24 _ _J_ 9' • • ' r ' ···-...~REMOVE I NTERFfR I NG PORTIONS OF EXIST 27' VCP. (ABANJ ··-- ----30' VCP DETAIL :%9ifu~ R.C.E. NO, 361"1~ DA,~_ ,/,0 In -30' VCP 21' VCP DESCRIPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE Ba<.lfe EnQtneertnc, Cor,:,orallan 1501 0'.JAIL STRE;E;T NEWPORT BEACH, CA 9~656 PACIFIC COAST HIGHWAY GRAVITY MANHOLE BASE OET AILS on, JUNE 1993 J.L. SEWER 5-37-4 II II II II II II II II II II !I ■I L.8./M.F. M.J.S. "', ~19.29 ■I -------··· ··········-------------------------------------··················· ■■----------------•• •• ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I ■I •• ■II ■II ■II •• II ■II •• •• ■Iii ■II •• ■■I ■■I ■■I ■■I ■Ill ■■I ■■I ■■I ■■' ■II ----■II ■II SH INVERT ELEVATIONS (FEET) ST~ ' B 123•, 7, 00 -0, 26 I 31 -23. cc 0. 45 C 0 E C I. 57 I. 78 '3. 53> (3. 43) 2. 26 3. 50 (4. 44) (4. 451 EXIST B'VCP REMOVE EXIST 60'0R 48' IC MH COMPLETELY AN) CONSTRUCT NEW ~8' J ~" PER CITY OF N. B. s-c:-~o INV ELEV J EXIST INV ELEV E --• ----~ 0 (2. 03) (4. 51 J EXIST B'VCP 8'VCP-,., '~, ~]Lr.:· ~~''•,{;cf-c__ !_N_y R•5' ------ 30' VCP 21!,__A_ _____ / / / -·-------- " co. 891 l I '°· ' ' K ' rn 123+24. 3. 86 16. 7 I) I 31 •30. -s-A :31,23 ::io IONLY) iNS-Ai..L )ROP INLE7 PER CITY OF NEWPORT BEACH STANDARD 403-L -~X_:_ST _INV ELEV _G/~ STA L r·-- 00 OD /// ,..Q_l_i_T_l_r:JV_ EL[';' F EX S1 -6' REMOVE INTERFERING , OF EXIST B'VCP AND ", EXIST INV E,_l_EV 12 I' VCPl ',_ R=2.5' INV ELEV '-PVC L;NtP AN'.) '.';I,$~ CSOOC S"t',JL"J J:>A1< ,: CO'<S1RUCT 72' ID MH 6' x_, 8' I,(~, UPPER LIMIT Of-PIPE ZONE°- WaMAX ALLOWABLE TRENCH 'II I 0TH 0.8.•16'MAX 0. 8. • I 2' Ml N DETAIL ¾"=I' -0" CD SLOPE AND EXTENT OF SHORING AS DETERMINED BY COf./TRACTOR ITYPJ ..., W•MAX ALLOWABLE ,~_1@, ~...'fill)J_H_ ""-' 0.B.•l&'MAX ~I, 0.B.•12"MIN -'\i !~Fj_BE_\._l PORT :ONS 21 'VCP ""'' """ I , ioiic'-"/i,/,,e,\c~rnili,"c~-jjIJ-j;==:;:::::;:===;~·---J~ ".'. "j__jU8GRAOE _£'J_P_E; FOU_N_Q,A.!!Q)! __ V.C.P. -TYPE II N. T. S. BEDDING 3000 PSI (28 DAYJ CONCRETE ------- PIPE SUBGRAOE PIPE fOUNDATION " V.C.P. -TYPE N. T. S. DETAILS --•&08 LAP BARS 2~' IJZ 4'CLRITYPI ALL AROUND CONSTRUCT 72' ID MH - 30'VCP ------ SH ' 104•38. 14 I I 2 • I 9. 00 I I 9•26. Co 123•17.00 127• I B. 00 131 •23. 00 I 34+22. C6 72' 10 MH ·-"-, _IN\/ _E~y J -REMOVE I NT ER FER! N~ PORTION OF EX 1S"'." S' ,C"--- ,> EXIST B'VCP ''..1 ~:.:::...._:__ :,_, ·::__ -- PVC LINER ANO GAS FLAP PER CSOOC STANDARD ORA'IIING S-056 _;i_T_",_ 1_34•41_._47 EXIST INV ELEV 11. 691 r ---PVC LINER ANO GAS FLAP PER CSDOC STANDARD DRAWING 5-056 REMOVE INTERFERRING PORTIONS DC C,,ST 2'"'°P-~-~c --\- 6' --- =32" - DETAIL 3/s' =I' -0" ED INVERT ELEVATIONS (FEE Tl B C 0 C C G H ., . Be -o. 05 -0. 04 -o. 02 B" -I. 20 o. 63 2. I 0 2. 43 -e· - -0. 59 I. 24 2. 64 3. '' -s· s· -0. 26 I. 57 I. 78 3. ,3 2. 03 s· 0. 09 I. 92 3. '' ' 3. 64 -8" 0. S5 2. 28 3. 50 4. 45 4. 51 s· - 0. 72 0. 82 0. 99 I. 69 I. 99 ". I Ni C.L_E_Y _ _Q_ Ii'_!'{ ELEV C \ \ STA A INVEL-EV B SEE TABLE ABOVE FOR SECTION ¾"~I' -0' 0 IMENS IONS ® ' J -- -- I. 39 B" -- -- B" - ,s-- -....._,INV ELEV F "'-...._INV ELEV fc •se, 12· ~CLASS 'A' CONCRETE l 30' VCP--- R=2. 25' _, 30"VCP- STA 134•32.66 INV ELEV 0. 72 APPROV(ll J DETAIL 3/2' =I' -0" CD COUNTY SANITATION DISTRICT OF ~ ORANGE COUNTY, CALIFORNIA ~JPlR~CTOfl DISTRICT NO. 5 DATE: F<..CLt,0,IDTI_ l,.---------=--'--'---'--'----------------1 ,1,,,,, SoYte Enc,tneertnq coraoraaon 1501 OUAIL ST REE~ N[l'IPORT BEACH, CA 9265H (714) 476-)300 PACIFIC COAST HIGHWAY GRAVITY SEWER BEDDING AND MANHOLE BASE DETAILS JUNE IS93 J.L. L.B.m.F. M.J.S. ~Cl7714 5-37-4 s- 29 ■&---------------11111111111111111111111111111111im111111111im111111111111111111111111111111111111111••111111111111111111111111111111111111111111111111111111••----------_, ..... -----------•• ·········································--~---------------········ --~·----------------···· ------------~ -, ■•r 30 x30 42 x30 96 x48 48 xl8 DRILL AND INSTAl.l. l/4" ~ 1 GENERAL NOTES -'--'='-------'--'='---~ r-=-"---------~ "-"=---"'"''"' '0'" ~n; ""'' •••• rn,s M,N,MUM TRAFF,C CONTROL PLAN ,s ,NTENDED <O ScRVE AS A ,0 All OPEN rns,,c,ES '""' BE PLATED OR BACKF,CLED AND PAVED AND 4 c;~ 4 :;:; ;,~~~~D , .. CAPS P.C.H. SUBJECT r CAPSP.C.H. ,.,o CUT W,SHERS I GUIDELINE ONLY. THE CONTRACTOR MAY ADOPT THIS Ti'.AFFI,-; CONTROL TRAFFIC RESTOHC::J ~'.) ,•s ·,c;,•.•AL PATTERN AT THE END OF EACH .\'QR,< CLOSED DRIVEWAY TO DELAYS f, PLAN OR SUBMIT AN ALTERNATE PLAN PREPARED. SIGNED ..u,o 3EALED BY DAY L ___ J , _____ _J L=--_J"ro ;::::::::::.:::--· ENTER SIGN "D" • -· ._--,-,., ■I A CALIFORNIA LICENSED CIVIL OR TRAFFIC E/IGINEER TO THC: CITY OF L___J APPROPRIATE 48""xl8 DE-:-:._,~-~ NEWPORT BEACH AND CAL TRANS FOR APPROVAL. 11 l~6 csi~T~~g;~AJi~~L~~?6~I~?cTiJN~L~~:~~f grs~~l~;1~w~ SIGN "A" SIGN "ff' OATES 6"' CAPS ■I ALL CONSTRUCTION WORK ANO TEMPORARY TRAFFIC CONTROL DEVICES THREE WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITY AFFECTING BUS -"-""'-'--"'--""-'"-'-'=--I :.:...~ SHOWN ON THESE PLANS. INCLUDING TEMPURARY TRAFFIC CONTROL STOPS {DAN GATES, 11222 ACACIA PARK\NAY, GARDEN GROVE, L ____________ ___c RIVERSIDE AV. DEVICES, SIGNING, STRIPING, MARKERS, RESTORATION OF All EXISTING CALIFORNIA 921342, [714] 537-9001) ■I FACILITIES, TRAFFIC SIGNAL EQUIPMENT, ANO DETECTION LOOPS SHALL -~~ ·-.· BE IN CONFORMANCE WITH THE CAL TRANS STANDARD SPECIFICATIONS 12 PLACE A MINIMUM OF rHREE BARRICADES (TYPE Ill) PER LANE AT POINT SIGN "C" .... ..._~t<ER ~~~T~b't~~:~L p~~iog~TE.fo J~~J J~~-RA~i'NJJ~~;21i~ i:~~:g ~0.s8H~~g Biii~~E ALL BARRICADES (TYPE 111) SHALL INCLUDE A INSTALL 2 WEEKS IN ADVANCE SIGN ''E'' ■I CONTROLS (199J), THESE PLANS AND THE CAL TRANS ENCROACHMENT OF CONSTRUCTION ACTIVITY PERMIT. 13 THE LOCATION OF ALL SIGNS SHOWN ARE ONLY A?PROXIMATE AND THE ■I EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE 3. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR SHALL ENGINEER FURNISH ERECT, AND MAINTAIN SIGNING, STRIPING, BARRICADES TEMPOR.ARY SIGNALS ANO OTHER SAFETY MEASURES AS DIRECTED BY "4 ADDITIONAL SIGNING MAY BE NECESSARY AS DETERMINED BY THE ■I Tl-'E ENGINEER, THE CITY OR CAL TRANS. ENGINEER IN THE FIELD I ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE DETOUR PL.ANS \5 CONTRACTOR SHALL REQUEST TRAFFIC SIGNAL TIMING MODIFICATIONS ■I SHALL BE COVERED FOR THE DURATION OF THE DETOUR AT ALL SIGNALIZED INTERSECTIONS 48 HOURS PRIOR TO PROCEEDING WITH THE WORK REQUIRING THE PLACEMENT OF THE SIGNAL INTO ALL EXISTING FACILIT'ES, INCLUDING SIGNING. STRIPING, MARKING, MODIFIED OR FLASHING OPERATION CONDrnON AND,.OR LOCATION AT THE END OF THE CONSTRUCTION CALTRANSCONTACT: (714) 724•21S30R(714) 854•8509 ■I MARKERS. AND SIGNALS SHALL BE RESTORED TO THE ORIGINAL ■I ■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 6 PERIOD. ALL WORK WITHIN THE VEHICULAR TRAFFIC LANES IS UMITEO TO THE TIME PERIODS AS DESIGNATED ;N THE DETAILED SPECIFICATIOJ,.IS ~ND THE PLANS. ALL WORK ZONES WHICH REQUIRE RESTRICTION OF PA',KING SHALL BE POSTED 72 HOURS PRIOR TO ACTUAL CONSTRUCTION ANU RESTRICT!ON TEMPORARY crn ICRETE BARRIERS (TYPE K PER CAL TRANS STANDARD PLAN T•3) SHALL BE USED WHEREVER SHOWN ON Tl-'E PLANS. K·RAIL SHALL ALSO BE USED WHERE THE WORK ZONE EXC/NATION IS MORE THAN 18•INCHES C.C:EP AND LESS THAN 5 FE'.:T FROM THE TRAVELED WAY ALL TEMPORARY FACILITIES CONSTP1 CTED FOR Tf•E PURPOSES OF THIS CETOUR SHALL BE REMOVED AT T'•E crn.lPLETION OF THE CONSTRUCTION PERIOD. ·a '9 20 THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE OF LOCAL PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES. PRIOR TO RESTRICTING NORMAL ACCESS TO PROPERTIES ADJOINING THE CONSTRUCTION AREA, THE CONTRACTOR SHALL NOTIFY (AT LEAST ONE WEEK IN ADVANCE) EACH PROPERTY <)WNER OR RESPONSIBLE PERSON OF THE TIME. NATURE. AND DURATIONS OF THE RESTRICTION MAINTAIN ACCESS TO PROPERTIES AD./ACENT TO WORK AREA BY STAGING WORK ACROSS DRIVEWAYS OR PLATING ACROSS TRENCH DRIVEWAYS TO PROPERTIES WITH MORE THAN ONE ACCESS POINT MAY BE CLO'iED FOR THE DURATION OF THE CONSTRUCTION WITHIN THE DRIVEWAY AREA NUMBERING OF STAGING IS PROVIDED FOR IDENTIFICATION ANO REFERENCE PURPOSES ONLY. NUMBERS DO NOT NECESSARILY ll<DICATE ORDER IN WHICH WORK IS TO BE PERFORMED C18 AND C13 SIGNS SHALL BE MAINTAINED FOR 24 HOURS DURING EACH STAGE. SIGN "C" TO REMAIN IN PLACE FOR DURATION OF PROJECT 48""•18" 5·· CAPS TUSTIN AV. SIGN T' LANE CLOSED AHEAD 4"" CAPS SIGN"G"' SPECIAL SIGN DETAILS N.T.S. 48 ·,42-- 5" CAPS NO LEFT TURN AT RIVERSIDE AV SIGN "H" TYPICAL SIGN ATTACMENT TO TYPE Ill BARRICADE - • Ill = a. --- c:=i I" N.T S LEGEND GRAPHIC SYMBOL TO SHQ',•. ' NOT A PAVEMENT MARKING INSTALL SIGN INST ALL TYPE Ill BARRICAC·E INSTALL TRAFFIC CONE CR:~-'-C°-~ INSTALL Fl.ASHING ARROWS•:~,, -• .,., J INSTALL PEDESTRIAN R.AIL."-G::: ~ '~ '-•~ :C EXISTING PAVEMENT MARK,"-GS ~"": :, 3 INSTALL TEMPORARY CCtKFlE"'E 3A"? ER ,TYPE Ki INSTALL TEMPORARY CR.ASH CUSHION FLAGMAN ■ liii ■I ■I ~lt!~ COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE "J (,o ,~, Ill ■I ■I ··111-J!!!!!!!!!!!!!!!!!liliiillllil!!ill!lllll!ll!l!l! _______________ ll!ll!~ll!ll!ll! ___ _,_., __ 111111~!!1!!!!! ___________ ,,,,,,===,=== ·------------------------------------------------------ a • w El'1Q/nfilfill1n CrxJ;IOflltlOn 1~01 QUAIL STREET PACIFIC COAST HIGHWAY GRAVITY TRAFFIC CONTROL PLANS LEGEND. □ET AILS & NOTES SEWER QUI FEB '93 IEICND T.Z. '"""" M.J n -T.J.B. muc!"DDGII ----- :,,,1~ S· )8-~3 1;;/70 s-1:,'~Jq-? Mrl o.u. .... ... 21 ••i ■■■1111■■■--■■■■ .............................................. 1 ■r ■I II II II II II II II II II II II If 11 I I ' I r I ' "------SIGN"'C" INSTALL HERE AND EAST OF DOVER PER SHEET 29 __ 540< ----------------.1 245' CUl;_BJ!~-- Cl8 -- EXISTING STRIPING -PA_C!Ftc ~s, -------!~-;_< --HWy ~ Q✓/ • -"/ • ii/ CIB] 7 I I STAGE I CONSTRUCTION STA. 64+55c TO STA. 64+90+ 35 MPH SPEED LIMIT SCALE: I" = 40' ·N'.;lRK r-<OURS: 0 OJPM TO 6:30AM MONDAY PM TO FRIDAY AM EXISTING G77 8 GBI SIGNS ,:;:I.') BALBOAPENINSULA-7 , I Ii I ~~WPORT BLVD. @ l f /~~COSTA MESA ,--••• >-!--COVER AND ~ • ---l, 1 1 OVERLAY WITH 5C3 SIGN i.J...J }j! - - __ l=._J < s;:r 1HOSPITAL ~COVER ARROW L_ ___ _ EXISTING AC BERM WORK ZONE ----~--~ -----~--I ; I .( Cl3 ii ' / REHAB 150' BUFFER / EXISTING CURB PIPEUNE ___ 1:::..,Rc_/W __ _r--,------- 8 GUTTER I .~~~~-~aiaa,-e'f~◄=?=c;; !-tr-?-. c,o ~ _;' k~--;_,cµ-+t◄; ---_._ -.1__:_...__~----~ =: f cuRa ss,oo c27~ +--+ rul EXISTING / ' • -STR!PING --1..... ' - Cl3~-~ ~ ~-~- i / STAGE II CONSTRUCTION (NIGHT WORK) co// STA. 64+90+ TO STA. 65+ 70+ ✓·( 35 MPH SPEED LIMIT SCALE: I" "' 40' WORK HOURS: Cl8 10:00PM TO 6:30AM CURB 8 GUTTER_,/ R/WJ -------- MONDAY PM TO FRIDAY AM - ------------- -G28-2 (55) 8 1 SC3 G28-2 (55) 8 C7 G28-2 (55) 8 C5 !RTI ----7----..___ WORK ZONE /!SEE BELOW) EXISTING G20 SIGN ,----~ COA.s-,-y HiG G28-2 [55) 8 _____J NORTH I 1/F<,r=-J-------~-1 1 @ NEWPORT sLvo. I ~~'; _:c>"_':":_I j SC3 G81-58 (HOSPITAL) (RT) EXISTING STRIPING---~ --G28-2 [55) 8 GBl-58 (HOSPITAL] 8 SC3 STAGE I[ DETOUR SIGNING N.T.S. ,W~ 11.C.E.>,O.~ DATE • 'l f,c, /<r~ -COVER AND 01/ERUJ WITH SC3 SIGN NOTE: SEE SHEET 21 FOR NOTES, LEGEND AND DETAILS. DESCRIPTFO~ COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 a:i 1"/e EnQtneertnq caraoraaon 1501 QUA.IL STREET NEWPOIH BEA.CH. CA. 92658 !714) 416-.3.300 PACIFIC COAST HIGHWAY GRAVITY SEWER TRAFFIC CONTROL PLANS STAGE I &II WORK ZONES 5-37-3 ... 22 o,-29 II II II II II II II II II II II II II II II II II II II II II II I I I 11 11 11 11 II II II II II II ii II II •1 -- •••••••••••••••••••• --~ ...... -• ••••••••••••••••••••••••••••••••••••••• --.. , .. , ■■I ■■I ■■I ••1 ■■I ■■I ■■I ■■I ■■I ■Ill ■■I ■■I ■■I ■■I •• •• .. , •• II •• •• •• •• •• ■I ■I ■I ■I ■I ■I Ill •• ■I ■I ■I ■I ■I ■I 5\GN 'E."' B - scs \ Ci9--., \ C3A, SIGN "D" \) El C5(LT)-, ~ rSIGN "'E" a C7 ' 'le(+-~~-., .,__ AVON ST, _____ ,,,,,,,_. _.....---.---·SIGN "'E"' 8 C5 (LTI NORK ZONE - (SEE BELOW) StGN HD" 8 \ C5(RT) ,.--SIGN "E"' 8 Cl9 PACIFIC COAST HJGHWAY STAGE IV DETOUR SIGNING N.T.S. ' _______,-\ R/W-' \ EXISTING STRIPING 245' _ ~-~ J SCALE· I" :: 40' WORK HOURS: EXCAVf\--c 0" a PAVING-7.00AM TO 3:00PM WEEKDAYS REHAB. WORK-10:00PM TO 6:30AM SUNDAY PM TO FRIDAY AM AND 7:00AM TO 3:00PM WEEKDAYS PROVIDE 3 BARRICADE~ PER LANE PLACE TRAFFIC SIGNAL INTO 3 PHASE, OPERATION . COVER VEHICLE INDICATORS FOR SB RIVERSIDE. EAST TO NORTH LEFT TURN TRAFFIC AND PED INDICATORS ACROSS WESTERLY LEG Of P.C.H. <l----0-<1----C, ( <::=; <!----{> NIGHT FLASH ALL RED REHAB . EXISTING PIPELINE RIVERSIDE DR. ; , Cl3"' ; ..., / PROPOSED LATERAL 150' BUFFER STAGE IV CONSTRUCTION STA. 78,00• TO STA. 78,55± 35 MPH SPEED LIMIT SCALE: I" = 40' WORK OURS: LATERAL WORK-7:00AM TO 3PM WEEKDAYS. COVER EXIST. Rl8 REHAB. WORK-10:00PM TO 6:30AM MONDAY PM TO FRIDAY AM 490" TAPER -·-- ~ C30 - -------------,_,. __ _ NOTE: SEE SHEET 21 FOR NO";ES. LEGEND AND DETAILS. : a ,, !JJ:---=-'--CURB 8 GUTTER -------- -+ ~ SIGN "'E"" 8 • ~----- C5[LT) -t .CUR~ 8 .GUTTER / j_ EXISTING SIGN T" BJ _/ STR!PING C5(LT) ~~ R.C.E. NO. 3,i7q, DATE q/,o/•n ---- --. ! Cl3--., \ "'· DESCRIPTIOW R/W /,---....1.-------....::!REa!V!alS!:al°":!;S~--------1 COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 EID. fe Ef"'IQlneertnQ Corr:,oraaon 15010UAIL STREET NEWPO<tT SEA.CH, CA 92658 1714> 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER TRAFFIC CONTROL PLANS STAGE nl & IV WORK ZONES 5-37-3 '"" FEB. '93 DESl:!£0 T. z. ___., I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ·--------------------... I I I l I I I 11 II ll ll ■I I 245' _--r-'-,------+--- I rCl3 NOTE: USE STAGE IV DETOUR SJGNING DURING STAGE V CONSTRUCTION STAGE CONSTRUCTION LATERAL AT STA. 78,50± 35 MPH SPEEG LIMIT SCO.LE: I" .:: 40' I WORK HOURS: I j : CIS 7:00AM TO 3:00PM WEEKDAYS r~Y . ~1 ~g~ r~r_ i 'RIV. ER[SI [ D~ •• 1 I I I ' ; I ~-·J • :_ I f\.l I , JJ !/Jt • R49 IRTJ <I--+ ◄- -+ <}----I> I Cl8 j / I "-·····~--• l!J C30--i11; --FLAGMAN_J,•r~! [~ ~ ,_. -~----=~---·--_· ~~·-=-=-·---=---·-____ --_-_. ':-----~. ~---~---2--0·0"· ---~ ~.xo· \ --• -_ _ ________ ... ---"-'-,:_W'J'.~----··· ----------·----+--· ----150' BU.FFER . . . I ~-~~\-Rl6 0 \j \\ PROPOSED LATERAL ~f.. -==-+-t=--==--==--==--==--==--==--==--==--==--==--==--==--==~,=:=::::-1 \ zyo·__l__ _ _ 140-!(RAIL _ ------, ~ ~woRKZONE RIVERSIDE DRIVE 1--+~-------------i,--l ", 10 , cc ARE TRAFFIC SIGNAL OPE RAT I ON ~=~====================::=::::::::::,::::::;~ INSTALL TEMPORARY DETECTOR LOOP. CONNECT TO EXISTING DLC IN P.B. STAGE CONSTRUCTION LATERAL AT STA. 78,SO± 35 MPH SPEED LIMIT SCALE: I" = 40' I WORK HOURS: I 7:00AM TO 3:00PM WEEKOAYS NOTE: SEE SHEET 21 FOR NOTES, LEGEND B DETAILS PLACE TRAFFIC SIGNAL INTO 3 PHASE OPERATION. COVER VEHICLE INDICATORS FOR EB LEFT TURN AND PED HEADS FOR EASTERLY LEG OF P.C.H. -(j--I> <f--1> -<J--1> f;O. OCSCRJ"TIO>l ,;af'l!CVD I D.lTE REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 Bo4. IE' Eru::,JneerfnQ cor~o,at/an 150I QUAIL STRE.£T PACIFIC COAST HIGSWAY Gl¼VITY SEWER TR!l.~C'IC co~n~.::-_;:: ~~,; STAGE· V & 'li. wOR~ ZONES •• •• I■ I■ I■ I■ ,. 1■ l ■ I■ , . • ■ • ■ ■ • ■ ■ ■ I ■ ,■ I■ I■ I■ I■ I ■ I■ I■ I■ I■ Ill I ■ I■ 1111 l■I l■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 r-EXISTING // STRIPING MIIIIIIIIIIIIIIIIIIII STAGE VII CONSTRUCTION I STA. 78,55± TO STA. 79,20± 35 MPH SPEED LIMIT SCALE: I'' " 40' WORK HOURS; 10:00PM TO 6:30AM MONDAY PM TO FRIDAY AM I SIGN 'r s ,,1~ ! w ~ SIGN "E" >~s :S r Cf--~----•--1"~ 8C5(LTI .g AVON ST. /-SIGN ·r 8 C5 (RT) > WORK ZONE i'i (SEE ABOVE) ~ ·-~ PACIFIC COAST HWY. STAGE VII DETOUR SIGNING N.T.5. Cl9 8 SIGN "E" NOTE: SEE SHEET 21 FOR NOTES. LEGEND AND DETAILS. ! I--+--------~ DES.CftflllON REVISI0!-4$ COUNTY SAN I TAT ION D 1 'iTR I CT Of ~~~r---O_R_A_N_G_E_o_r_~_T_:_r_;_T~~-A-·L_1_;_o_R_N_1_A ___ ~ o~TE ,},0 /•n ~ ,._ ~_,__.._.., ,.._ ,_.._., '--r-------t ... ti ·-_, ----~ -'/30/MJC..11 15010UAIL STREET N£'11'PC'!H BEA.Ci;,CA 92658 (7,41 06-l500 ■I ~,._,,.·~~,; PACIFIC COAST HIGHWAY GRAV!'.) ■I If " .. , ... ~ ! TRAFFIC CONTROL PLAN5 SlWER ■I *, ,.,_,,, ,' STAGE VII WORK ZONE ,_,,_3 "~' ""' :~•, ---·-xeo,-Ol~(jl-/ ClolTI FEB ·93 z.~ c1111~ s-,e-,, -- -DtSDa T. Z. -.cct ,...._ o.arc •RIii • ~• >A J I~ .0 J "'<? J"'/MM, - 1111 ONl l~CH 0~ Oi11GIHAL om:,:n, T J. H, -.n1' -11.c..t. o.o,TI ,.._ 25 a, 29 lllliliiiiiiiiiiii■■■iiiiiiiiiiiiiiiii!!!!!!!!!!■■!!!!!!!!!!'iiii!!!!!!•!!!!!!~~.~,,~.111111iiliiiiiiii■==■===■■==■=■=■=■=■=■■I - ~ Ill 'f /1!'!111 WORK HOURS: 9:00 AM TO 3:00PM WEEKDAYS ONE INCH ON ORIGIN~L mt FEB. '93 OfSl<>f]l T. Z. ®.., L.R.B. ~T .. B. f'l'IOLC100ffil 5-31-3 ------------------------ --------········································· --------------------•-•i••···--- we, MAINTAIN ACCESS TO ALL PROPERTIES WITH SINGLE DRIVEWAY. ACCESS MAY BE BLOCKED ONLY DURING ACTUAL CONSTRUCTION ACTIVITY WITHIN DRIVEWAY AREA. -~- 150'-200' TYPICAL ST.AGE X CONSTRUCTION @ STA. 104+40+ 40 MPH SPEED LIMIT SCALE: I" = 40' NORK HOURS: 9:00AM ,.-0 3·00PM WEEKDAYS 150' BUFFER STAGE XI CONSTRUCTION STA. 104+40c TO STA. 130+50c 40 MPH SPEED LIMIT SCALE: I" = 40' WORK HOURS· 10:00PM TO 6:30AM MONDAY PM TO FRIDAY AM --......-- 320'TA~~ER,__ ____ _ _J 320' TAPER (WB) 540· TAPER 640' TAPER APPRQVEp 00. -• 1,-.. i ----,'- --- ':18-. ◄ .. .. l -~ " --1 ,- \ : ~ :5~ r-.G '-:;, 0 ,.:; - _j __ _J t, -- NOTE: SEE SHEET 2! FOR NOTE.: ANO DE1AILS OESCR1P~QO< COUNTY SANITATION DISTRICT OF ~1~ ,__ ___ o_R_A_N_G_E_D_lc_so_T_i_~_l_\_•_Nc_l_. L_~_F_o_R_N_i_A __ _ °'~ •1•01" SCJ ,E EnQlneetfnQ CorDCXatlal 1501 QUAIL STREET .. [w<>o~~ SEA.CH. CA 92658 (71~! HG-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER TRAFFIC CONTROL PLANS STAGE X & XI WORK ZONES 5-:H --------- ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• --~--------------------··············-----------------------------■■I ■■I ■■I ■■I ■■I ■■I ■■I ■Ill ■■I ■■I ■■I ■■I •• •• •• ■Ill •• •• •• •• II •• ■II ■II •• •• •• ■ll •• ■I ■I ■I ■I ■I ■I ■I ----•• •• •• CIB R/W PACIFIC ,.....-:_CURB a_ GUTTER __ r EXISTING \ STRIPING COAST ----~'\r~-. ~ --~-I :: R/W ~2L -----I .320' TAPER (WB) r---C -+-----------=-==='---- HWY. STAGE XII CONSTRUCTION STA. 130+50• TO STA. 132+ 20< 40 MPH SPEED LIMIT ON P.C.H. AND DOVER DR. SCALE: I" == 40' WORK HOURS: 10:00PM TO 6:30AM MONDAY PM TO FRIDAY AM OVERHEAD SIGN STRUCTURE I I r ci 0 w Cl'. 0 :r: U) ;:;: CD ' "---CURB S GUTTER R/W/ APPROVED -------------- NOTE: SEE SHEET 2' FOR NOTES, LEGEND AND DETAILS ~PPROV£0 O•lE COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA 9-i,p.~ DISTRICT NO, 5 t.mf1ES1l R.C.E. ~-1S1'J'J 1--------====.:....:=c.__::_ ____ -l ,m ,1'°1" Si:wfe EnQlneednQ CCXporatlon "---------1 1501 QUAIL STREET PACIFIC COAST HIGHWAY GRAVITY TRAFFIC CONTROL PLANS STAGE XII WORK ZONE (11~) 416-:5300 SEWER s-:n-3 NOTE: SEE SHEET 21 FOR NOTES AND DETAILS.