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Home My WebLink AboutS_5254_S• ' ... j _.,. ' .. ----~------ S_s254_ s LEGEND DISTRICT NO. 5 BOUNDARY CITY OF NEWPORT BEACH BOUNDARY = SHEET NO. SCALE 111 = 2500' :!: PROJECT LOCATION _; • I . ·. DISTRICTS NOS. 5 & 6 REPLACEMENT OF PACIFIC COAST HIGHWAY GRAVITY SEWER . . . , BETWEEN.THE BITTER-POINT PUMP ·STATION AND NEWPORT BOULEVARD CONTRACT NO. 5-37-3 SEPTEMBER 1994 . \ ! • ·' SHEET 1 2 3 --4 -5 6 7 8 9 10 11 12 13 14 15 16 17 18 INDEX OF SHEETS DESCRIPTION TITLE SHEET HORIZONTAL CONTROL SHEET PLAN AND PROFILE STA. 9+17.00 TO STA. 18+00.00 PLAN ANO PROFILE STA. 18+00.00 TO STA. 27+00.00 PLAN AND PROFILE1STA. 27+00.00 TO STA. 36+00.00 PLAN AND PROFILE STA. 36+00.00 TO STA. 45+00.00 PLAN AND PROFILE STA. 45+00.00 TO STA. 54+00.00 PLAN AND PROFILE STA. 54+00.00 TO STA. 61+00.00 MANHOLE BASE DETAILS BEDDING AND MANHOLE BASE DETAILS TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN . TRAFFIC CONTROL PLAN I TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN AGENCY INDEX ALL INFORMATION 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 Name and Address County Sanitation District of Orange County C.S.D.O.C 714/962-2411 Southern Calffornia Gas Co. .S.G.C 1919 State College Boulevard 714/634-3262 10844 Ellis Avenue Fountain Valley, CA 92728 Southern California Edison Co. 7333 Bolsa Avenue Westminster, CA 92683 County of Orange, Environmental Management Agency 400 Civic Center Drive Santa Ana, CA 92701 City of Newport Beach 3300 Newport Blvd Newport Beach, CA 92663 Underground Service Alert S.C.E Anaheim, CA 92803 714/895-0244 Comcast Cable Vision 2201 South Anne Street Santa Ana, CA 92704 O.C.E.M.A. 714/834-2300 California Department of Transportation 691 South Tustin Avenue Orange, CA 92666 City of N.B. 714/644-3011 Pacific Bell USA 800/422-4133 1452 Edinger Avenue Tustin. CA 92680 CITY OF NEWPORT B~ACH (, APPROVED ~ A. RCE 46214 MICHA L J. SINACORI -DEPUTY UTILITIES DIRECTOR APPROVED DON WEBB .· I ' ' -CITY ENGINEER RCE 16791 COUNTY SANITATION DISTRICTS Of ORANGE COUNTY APPROVED ,:.,,,. DIRECTOR OF ENGINEERING c.c. 714/285-2050 CALTRANS 714/63!Hi851 714/259-3877 DATE DATE RECOMM RME 17291 ~ !l ENGINEERING MANAGER DATE J Bo,1/e El IQll l&at/1 IQ Carparat/OI I 1501 QUAIL STREET NEWPORT BEACH,CA 92658 PREPARED UNDER THE SUPERVISION OF: . () \ ~ '--::, 7 -s,-' -' -~ .. , '>• • ~-, PHILIP E. STONE R.C.E. 17714 DATE (714) 476-3300 SHEET I OF 18 SHEETS J! • I // /· • • • 120 80 ' ' , , , , , ' . , ' ' , .. 102 798 --------w:J:80 0 --' , , ' , , ' ' ' ' , ' ' ,, 12 0 8 0 2;---------_ ',, 2-t , , , ( 3, 45) --CATV-- --c-- --E-- --FMS-- --3"G-- --6"S-- ----l8"SD-- --T--· ---4"W-- --0-- -----C}-- ----· ---.,.__- ------------------ ----·-- -tO+ <>-----¾-..... CJ D ■ * . )::( ■ @ [.J[J[j (D:- 4 ~ Q9 0 -, , , , , , , , , , , , , , , ,: , , , , ,, 4 " Cf- LEGEND EXISTING ELEVATION EXISTING CABLE TELEVISION EXISTING TRAFFIC SIGNAL CONDUIT EXISTING ELECTRICAL EXISTING FORCE MAIN SEWER (SIZE AS INDICATED) EXISTING GAS LINE (SIZE 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 (TYPE 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 (R/Wl CITY AND COUNTY BOUNDARY CENTERLINE PIPELINE, STREET AERIAL CONTROL POINT FIRE HYDRANT (FHl LIGHT STANDARD (LS) POWER POLE/TELEPHONE POLE (PP/TP) TRAFFIC CONTROL BOX (TCBl WATER METER (WM) GAS METER (GM) TRAFFIC SIGNAL TRAFFIC SIGNAL AND LIGHT STANDARD COMBINATION. TELEPHONE JUNCTION BOX (TJBl 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 ) (A) @ ·C 6' E ' SC£1LE: 1" = 300' le .... .... , , , , , , , , , , , , , " , , ' , I' I ,! , ' , , , , , , , , , , , , ' , , _;,../_s_u __ PER I OR A VE t PIPE CURVE DATA R 983' 300' 300' 1519' 300' 6 L TAN 12°29'16,I' 214,25' 107.55' 15°53' 33.5' 83. 21' 4 I . 88' 10°28' 31, 1· 54.85' 27. 50' 10°27'34' 277. 30' 139.03' 8°6' 34.6" 42.46' 21 . 27' AB ABAN AC ACP AH ARV ARVV ASPH AYE AVG BC BCR AGGREGATE BASE ABANDONED ASPHALTIC CONCRETE ASBESTOS-CEMENT PIPE AHEAD AIR-RELEASE VALVE AIR-RELEASE/VACUUM VALVE ASPHALT AVENUE AVERAGE BEGINNING OF CURVE BEGINNING OF CURB RETURN BF BLIND FLANGE BK BACK BM BENCH MARK BO BLOWOFF BOT BOTTOM BRG BEARING BUR CBL BURIED CABLE BY BUTTERFLY VALVE C CONDUIT C & G CURB AND GUTTER CATY CABLE TELEVISION CB CATCH BASIN CF CURB FACE CIP CAST-IRON PIPE CIPCP CAST-IN-PLACE CONCRETE PIPE CL CENTERLINE CLR CLEAR ! CML&CSP CEMENT MORTAR LINED & COATED STEEL PIPE CMLSP CEMENT MORTAR LINED STEEL PIPE CMP CORRUGATED METAL PIPE CO CLEANOUT CONG CONCRETE CONST CONSTRUCT COORD COORDINATE CTS CATHODIC TEST STATION CULV CULVERT D DEGREE OF CURYA TURE DEFL DEFLECT DIA DIAMTER DIP DUCTILE-IRON PIPE J , , , ' ' ' , , , " " ,, '' , ' , , ' ' ' ' ' , ' ' ' ,' ' ' ' ' ' ' ' , , , ' , ' ' ' ' ' ' ' ' ' ' ' DIST DU OWG DWY E EC ELEY ELEC ENC EP EQ ESMT EXIST FH FL FMS G GIP GY HOPE HORIZ HPG HW ID IE INTR INV IRR JB L LF LT MAX MCD MH MIN MTD N NO NTS OD p t STREET CURVE DATA D. fa\ /4\ A &. £. ~ R 900' I 019' 1200' 1000' 1486' 1500' CJ '<:r 0 a:- (/) ty (J '<:r 6 27° 42' 26. O" 17° 19' 16.0" 11•4a• 01 .o· 15°57'34.0" I 0°27' 34. 0" 13° 15· 01 .o· ABBREVIATIONS DISTANCE DUCT DRAWING DRIVEWAY EAST ENO OF CURVE ELEVATION ELECTRIC ENCASEMENT EDGE OF PAVEMENT EQUATION EASEMENT EXISTING FIRE HYDRANT FLOW LINE FORCE MAIN SEWER GAS GALVANIZED IRON PIPE GATE VALVE HIGH DENSITY POLYETHYLENE {PIPEl HORIZONTAL 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 L 435.22' 308.05' 247. 18' 278.54' 271.27' 347. 33' 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 SD SPEC STA STD STL TAN TBM TC TEL TEMP THB THK TP TYP VCP VERT w WSP TAN 221.95' 155.21' 124.03' 140. 18' 136. 01' 174.44' II+ ' ' ' ' ' ' ' ' ' ' ' ' ' ' " " '' ' ' , ' ' ' ' PULL BOX STATION LINE HORIZONTAL CONTROL POINTS POINT STATION I 2 4 6 9 I I COORDINATES N E 1,483,908.01 1,484,379.24 I, 484,908. 5 I 1,486,529.54 1,487,304.71 RP RP RP RP RP RP DESCRIPTION MARKER DESCRIPTION 99 1+00.00 I 00 2+50. 76 101 6+85.98 535,796.00 533,796.12 533,349.62 534,884.42 535,109.35 534,826.82 535,149.55 535,062.25 534,904.07 534,805.99 534,719.66 534,437.20 534,310.49 534,083.69 533,328.72 533,949.85 533,720.58 533,647.68 533,351.38 534,868.24 534,014.07 533,499.64 533,355.75 I , 488,924. 55 1,483,263.94 1,483,386.85 1,483,787.77 1,484,515.37 1,484,809.86 1,485,415.63 1,485,627.35 1,485,930.51 I, 489,000.06 1,485,173.77 1,486,776.02 1,487,036.92 1,488,654.25 1,484,053.54 1,486,037.11 I, 487,844.97 I, 488,530.35 CL INT PCH & 61ST :L BC WELL MONUMENT WELL MONUMENT WELL MONUMENT WELL MONUMENT WELL MONUMENT WELL MONUMENT WELL MONUMENT WELL MON,:JMENT WELL MOl'icJMENT WELL MONUMENT WELL MONUMENT WELL MONUMENT 1 02 14+20. I 7 I 03 I 7 +28. 22 104 23+96.60 105 26+43.78 106 30+22.39 107 62+08. 19 108 33+00.93 109 39+45.35 110 42+16.63 I I I 58+60.87 120 9+54. 15 122 31+49.80 124 50+38.12 126 58+36.58 POINT PIPELINE STATION 798 9+17.23 800 9+34.25 802 9+87.67 804 14+20. I 7 805 16+34.41 806 17+17.63 BK= 17+28.22 AH 807 21+48.60 808 23+96.60 810 24+90. 20 81 I 26+35.03 BK= 26+43. 78 AH 812 30+22.44 814 30+66.11 816 34+78.04 BK= 34+~R nn AH 817 371-31. If"\ 818 37+85.95 3K= 37+85.64 \H 819 39,,:,,.):, 820 42+22.65 BK= 42+ 16. 63 'AH 821 43+32.55 822 46+04.50 823 47+64.68 824 48+07. 14 BK= 48+07.00 AH 825 54+10.87 826 55+54. 50 828 59+48.50 830 50+18.09 897 899 907 CL EC CL BC ·cL EC CL BC CL EC CL BC CL EC, DEFL OC-03-47.7 R CL EC CL BC CL EC CL BC CL INT PCH & OIL FIELD ACCESS ROAD CL INT PCH & SUPERIOR CL INT PCH & HOAG HOSP. ACCESS ROAD CL INT PCH & PCH ON RAMP PIPELINE HORIZONTAL CONTROL POINTS COORDINATES N E 534,896.91 534,880.27 534,828.09 534,770.31 534,718.87 534,619.78 534,502.13 534,397,33 534,357,77 534,272.86 534,050.86 534,025.26 533,854.90 533,761.29 533,746.56 533,689.74 533,615.22 533,594.33 533,545.32 533,516.45 533,505.88 533,397.06 533,371.18 533,300.17 533,?77 Q' 533 466.lce 533,<'.LI,.)/ 534,437". 25 1,484,066.86 1,484,070.50 I , 484, 08 I. 95 1,484,510.56 1,484,718.11 1,484,791.27 1,485,172.27 1,485,397.03 1,485,481.86 1,485,599.20 1,485,905.95 I , 485, 94 I . 33 1,486,316.38 I. 485, 562,27 1,485. 615,02 1,486,764.28 1,487,030.98 1,487,145.00 1,487,412.50 1,487,570.06 1,487,611.14 1,488,205.13 1,488,346.40 I, 488,733.96 I, 488. 7 QQ Q() I, 486. 508,29 1,487,~16.vU 1,484,614.69 DESCRIPTION BEGINNING OF PROJECT MANHOLE MANHOLE ANGLE PO I NT, DEFL 69-5 7' -18. O" L MANHOLE BC TRUNK SEWER EC MANHOLE EC, DEFL 11-3' -33.6" L MANHOLE TRUNK SEWER MANHOLE ANGLE POINT. DEFL 10-53' -38.5" R TRUNK SEWER TRUNK SEWER MANHOLE ANGLE POINT, DEFL I 1-27' -46.6"L MANHOLE ANGLE POINT, DEFL 3-35" -l8.9"L MANHOLE BC. DEFL I 0-28" -31. I" L TRLNK SEWER EC TRUNK SEWER BC TRUNK SEWER EC MANHOLE MANHOLE TRUNK SEWER BC MANHOLE EC, DEFL 8-6" -34.5" I_ MANHOLE MANHOLE MANHOLE ANGLE POINT, DEFL 8-15' -19. I" R END OF PROJECT RP RP RP POINT OF CURVATURE/PLASTIC CONDUIT POINT OF COMPOUND CURVATURE PRESTRESSED CONCRETE CYLINDER PIPE POL YEHWLENE PERMANENT POINT OF INTERSECTION PLASTIC LINED REINFORCED CONCRETE PRESSURE PIPE POWER POLE POINT OF REVERSE CURVE POINT OF TANGENCY POLYVINYL CHLORIDE {PIPEl 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 1. STATIONS SHOWN ARE HORIZONTAL PROJECTIONS ALONG CENTERLINE OF PIPE. 2. AERIAL PHOTOS FROM WHICH THE TOPOGRAPHY AND 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 FACE; SET WITH EPOXY. ELEVATION= 6.584( 1978) NO. DESCRIPTION APPROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 Bovie EnQtneertnQ Corr.,orat/o,, 1501 QUAIL STREET NEWPORT BEACH, CA 92658 (714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER HORIZONTAL AND VERTICAL CONTROL DAT A BASIS OF BEARINGS AND BENCHMARK 5_37 _3 DRAWlN(; NO. DESIGNED J.L. PROJECT W.NAGER R.C.E. DATE DRAWN J.L./M.F. ONE INCH ON ORIGINAL t-"'=----'::':""'::":-"::-i....-------'.;.... _______ .J 2 J 8 CHECKED J .. L/P .E.S. PROJECT ENGNEER DATE NO. OF SHUT • • • • • J ...... ; ......... L.. ··--· .... ·····~---· -~-➔ • --+---+-.... .J ....... ·········· '······+-···--.. j ....... ~-... .. ' .. , .. -i----!-+- . .. I ,. l HYDRAULIC DATA d • 36" D • 2.20' n • 0.013 S • 0.00054 Q • 13.68 CFS • 8.84 MGD V • 2.49 FPS HYDRAULIC DATA d • 36" D • 2.20' n • 0.013 ~ 0.00054 13.74 CFS • 8.88 MGD V • 2.50 FPS ONE INCH ON ORIGINAL ~. u WI') -:iN o. """" a..+ Zl7l -e>.< w~ IDVJ 9+o0 ... T'" ... l •• ....... J .......... ; ........ , ......... . 1 -L. ~ , .. . .; .. VL .... i. --•f ~ ' I"- 0, a,. I"-. • . f "' f t-f q ·~ . > (\J > .... > w ~ w f w ...J -' -' w a, w· . a, w > < > < > z ~ z ~ z -VJ -VJ - ~ 10+o0 1 ·i---· . i •••••.. 4 ... 1·----4--• . .;.. .; ... ' l ·--f .. f. . .... J .• ... ' ... ! .. --t - . 1 .. APP OX SURFACE OVER PIPE ((· ' • ' ' : . i ' -------' . . ' ----'-'--· --~--· _. __ , - " r XIST INV 30".S .q-' -LO L o) t-• ~ f : ·o 'r + • . .. , .. N > PROFILE SCALE + w st -' -w HORIZONTAL 1" • 40' < > VERTICAL , .. -4' I-z . VJ - 11 +oo 12+oo 13+o0 14+o0 15+o0 16+o0 PACIFIC COAST z . 17+o0 ' , A ' B ' ---·--· II • :i: <m "' N • 0 ~f 0 • a, 0 ~[;j ~ l"-..J a, -w -<> .< 1-Z I- vi-VJ 18 0 8"VCP S•0.1864 CONSTRU T 14 ,LF 0 8"VCP -z --st • !;; T . t-> f w ...J a, w < > ~ z VJ - a.. > • 0 "' I- VJ -X w I I I I-=> 0 "' a, • I > w ...J w > z REMOVE AND DISPOSE-OF EXISTIN 30"VCP · -z -- a, Ill • I >· w ..J w > z ....... DETAIL 1 HOR: 1 If 20 I VER: 1 "=4' CONSTRUCTION NOTES ::----------~~-. 7 1 8 CONSTRUCT 60" ID MANHOLE PER CSDOC STANDARD DRAWING S-050 AND DETAIL I ON SHEET 9. -~ CONSTRUCT 36" v.c.P. WITH TYPE I I BEDOING. REMOVE AND DISPOSE OF ,.;-.., EXISTING 30" V.C.P, \2.) CONSTRUCT 30" v.c.P. WITH TYPE II BEDDING. EXISTING 30" V.C.P. (D CONSTRUCT B" v.c.p. WITH TYPE 11 BEDDING. OF EXISTING 30" v.c.P. REMOVE ANO DISPOSE REMOVE AND DISPOSE CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050, REMOVE AND DISPOSE OF EXISTING MANHOLE. CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050 AND DETAIL I ON SHEET 9. CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050, AND DETAIL 2 ON SHEET 9. FOR PROFILE OF CITY OF NEWPORT BEACH B" v.c,p., SEE DETAIL 1 HERE ON. REMOVE AND DISPOSE OF EXISTING MANHOLE. CONSTRUCT MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L AND DETAIL 2 ON SHEET 9. 48" ID POTHOLE EXISTING 30" v.c.P. AND CONFIRM INVERT ELEVATION. PULL OR, IF REQUIRED, MITRE NEW 30" V.C.P. PIPE JOINTS AS NECESSARY. ABANDON EXISTING 27" DR 30" v.c.P. SEWER AND MANHOLES, FILL PIPE WITH SAND-CEMENT SLURRY. SEE SPECIFICATIONS. @) EXISTING 16" AC OVER 9" REINFORCED CONCRETE PAVEMENT. SAWCUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PAVEMENT MATERIAL, SEE SPECIFICATIONS. MOVED CS DOC MANHOLE TO STA 9122 CONSTRUCT NEW CITY MANHOLE PLAN SCALE: 1"·40' NO. DESCRIPTION APPROVED DATE R 983' 300' :~ CUR DATA 6. L 12°29' 16.1" 214.25' 15° 53' 33. 5" 83. 21 ' R.C.E. DATE TAN 107.55' 41 . BB' REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 &owe Enc,11 .eat,"' corparaaon 1501 QUAIL STREET NEWPORT BEACH,CA 92658 (714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN AND PROFILE ST A 9+17 .00 TO ST A 18+00.00 5 _37_3 JUNE 1994 -R_ ••. 1 DRAWN; NO. DATt t~ 1 • I\· 't C17714 DESIIHI) J. L. PRO.ECT M.ANN:El R.c.E. DATt M.J.F. IH£T CIIAWN NO. 3 18 ct£Cl◄ED J.L./P .E.S PROJECT ENGtEER DATt a, • .- • • .. ! . f r-,-~-+--,--+-----+--+-- -·····-1 ·--••,-+-+-+---I r--f--+--+----. I ········-·• ...... r ' ' i ~-+--+-· -····· ...... J ....... -···· .. ,-+ .. ······· .......... ,. -. ---1-+-+-+--+-,f-+--... -l--+--+--t--+--+ i I ---4 .......... ;········-, ;......+--1-+--+-+-+--~ ,-+--t-+--+-,-+- i r .......... ....... .. l ......... ··-·-+---+-+ I i 1 +----+-+-t--+ -• . -"7 t---,--t---+·• ···, .•• 1·-.··· .... · i ... ). · · ... ·······i ... ____ L_ __ _ ' ' i I • ' ' ' ' ' ' ! L I • i 3 \ , ....... -+---+--;.--+--• • • l •••• ~ .•••••••.• ;--+-- • -... ----....... l -_··· .... ••• -_· ,_i - L __ ; ~-•·•• .. f 1 ,: .. • r· ··.• .... -..... 1----1------l ~-,., ____ ;,., ...... . -~ •••••••• ~ ... •••• i ! 1 . ' . ~---! ........ L.. .. . --····t····· . ·········•·····: 1 1 ...... ,... • -t .( 1.··::·:~: ·I ! ! ' --........ . ----• ·--······t--····· -····· i--·· . ; ..... . ·----+- ........... L ..... ) ..... ·-·---···i-..... . ..... ~. ..... .; ----.1. ·-"T--r-----, ---, ' ......... ~----. I : ' . ··---· -· -f--·-·· : : II ' • , 36. V,CP ....... -. ... L .... I i ' --.... 1 ±~~ ... .L-.. '' . .... S==O .:00054 ._ 1--~-.... .l ......... . . ·--··········~ ..... ). j ~+.,--:--.---:::::; ···1·:. ].~ . t ' i ·--t ; • -+•""'"' ' --4--_;.,._ ... ,.. . 1 ..... .. J. 0 .... i ....... . ' ' ••. ''i'"" ; ..... \, ; • ····"f······· J ........ 1 ..... . ' ...l .. ....... ,i, ' .... \... i •' .. i ' .,. " ' J '" .. -~ ....... ; ......... I , • ·•-~ ........ . .... L i . . . .. J. .. .: ·--· t .. L 'APPROX tXiST-INV 3or;s .. .. t ,. . ;. 36"VCP $=0.00054 " C • • : • • • --- t . ... ... ] ..... ..... J .. I ... ; ........... ~ .. ...... 4 -.. · , .. (, · · i , ...... l.. ...... ! , .l f • •i• ..... • • ' .. t L . . .. , t· "'T" ........ ., .. i ' . ' i .. ' ' ... '/'"""""•· .. '! ' ' •!'" ..... I "•• ! ... , . --.. ~---+--· 36 11 VCP ...... J . ' . ' ...... ' + .. • . .l ..... ..... i ➔... .; • ' L. .:._. . ... ----~--- : ' ---• ' • • ·-· • f .... ..!. ' ' .. I -;, .... • , •• "'\ .... 1 , ....... ; . ' ... ... . .. "'~ - i WALie Ill C •· C)::: I'). CX) :;; I j p ' . ·-·. •PALM TREE! I .. -; . . I •-! . ... r -.. , -1 • •• ' ' . ·-·~· ....... t' ~. . •-· .; .. .i . .; ' .. . ... I i I ' .-1 ·--· ...... !·-.. hj I I l XIST 8"VCP . . . . . ... ! . -~ .. { . . t _ , ····•···· .. µ;;;;,;;;.;l~······l...:;' ··+-: ··=-: ;;±;__;::..+=~=········L-' ;;;;;.-· ···J,.;l.;;;;;....;::i;_;_;;· ·-:c;;;;·-···•µ;;;..;._;J.,=•·· 4=-+=l=-4_L_j ............ -44....._.__._-----+------........,_~-_;___~-:-_..;._--~--i----'--...;__-:--:--+Hr-------r_,.......,-,---~-. 9 'r ONSTRUCT 45 LF ·oF: 8 "VCP >> WW ...J ...J w UJ HYDRAULIC DATA d • 36" D • 2.20' n • 0.013 S • 0.00054 Q • 13.68 CFS • 8.84 MGD V • 2.51 FPS HYDRAULIC DATA d • 36" D • 2.20' n • 0.013 S • 0.00054 Q • 13.63 CFS • 8.82 MGD V • 2.48 FPS ONE INCH ON ORIGINAL 18+o0 ; ...... -.!---· t-·····-.. . ••••• • ....... ]' •• •••• •.• i .... -·--·· 1-..... . : ' -. - - l 19+o0 ··+···· I ; ..... 20+o0 PACIFIC 21+o0 Lt) -O• -: ": f CD • 1 G'.i -..J ·:Nw·, ·' < > I-z Vl - 22+o0 PROFILE SCALE HORIZONTAL 1" • +0' VERTICAL 1" • 4' 23+o0 COAST 24+o0 ,- en a, • -Ln • I a ; f G'.i .... ..J NW. <> I-z v,- 25+o0 HIGHWAY 26+o0 II -:ii£:c ' a:><cn CD l'>CD • ~":')' "'"' -n"I'> ++w ''""-' NNW <<>· 1-1-Z v,v,- CITY OF NEWPORT BEACH <> I-z Vl - 27+o0 - -lO Uh-- • I I CD .• . v>> ·•+WW ; T"" _J..J : N WLl,I <>> ...... zz - Vl -- D TAIL - >> zz -- CONSTRUCTION NOTES CONSTRUCT 36" v.c.p. WITH TYPE II BEDDING. l ... l CONSTRUCT 8" V.C.P. WITH TYPE II BEDDING. REMOVE ANO DISPOSE OF EXISTING 30" v.c.P. CONSTRUCT 72" 10 MANHOLE PER CSOOC STANDARD DRAWING S-050. CONSTRUCT 72" ID MANHOLE PER CSOOC STANDARD DRAWING S-050, ANO DETAIL 3 ON SHEET 9. FOR PROFILE OF CITY OF NEWPORT BEACH 8" v.c.P., SEE DETAIL 1 HERE ON. MODIFY EXISTING CITY OF NEWPORT BEACH MANHOLE PER DETAIL 3 ON SHEET 9. ABANDON EXISTING 27" OR 30" v.c.P. SEWER ANO MANHOLES, FILL PIPE WITH SANO-CEMENT SLURRY. SEE SPECIFICATIONS. PROTECT EXISTING PALM TREE ANO IRRIGATION SYSTEMS IN PLACE OR REMOVE AND REPLACE IN KIND. PROTECT EXISTING STREET LIGHT IN PLACE. PROTECT EXISTING BLOCK WALL IN PLACE. REMOVE ANO REPLACE AS NECESSARY EXISTING SIDEWALKS, CURBS, ANO GUTTERS TO NEAREST CONSTRUCTION JOINT. EXISTING 16" AC OVER 9" REINFORCED CONCRETE PAVEMENT. SAWCUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PAVEMENT MATERIAL. SEE SPECIFICATIONS, \® t PLAN SCALE: 1"•40' NO. DESCRIPTION N'PROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 EnQlneertnQ I k ii',:,aratlm 1501 QUAIL STREET NEWPORT BEACH,CA 92658 (71-4-) + 76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PL~ N«J PROFLE STA 18+00.00 TO STA 27+00.00 5_37_3 ... "' JUNE 1994 -ru-:.c, F.. S'-C1771-4 DESICHI> J.l. PROJECT IIIWGElt R.CL DAlE "' z 1 .,. -M.J.F. SHEtT l-~~L..~=~...,.__!::::a~--------~4~62~14~0~·~~~-~~L· .. t-:::::::::::-;-;-;;;;-;--;;1-=,=-,=,,,,---------1 4 18 MICKAEL SINACORI DEPUTY DIRECTOft-UTLITIES DEPARTMENT R.C.E. DATE Ct£Cl([I) J.L./P .E.S PAO.ECT DQ&R DATE NO. OF • C • I •• 1--+---1 ' .. t ... ···------··-+--f-- l ____ ...J I . g L ......... --if--+- __ .. _ 1 __ -..• -.t-_--t-+I ---+--+-+-J-+--+--•-t-+----+--+---<' __ ,_,. -MM· ___ ... J .. --··· ....... ··-·-~ ~.i ... ,., ........................ , ........ .. i .1 '., :---------L-i------i------· 1-1-...,_--,...--t i i i ·-· _ .... • ·-+·•-.. ,-' _,l_+---+--+--t-.. ,.· I i j ...... +' ~t--+---+-- ·-····· 1 ..... . • -+-1-------· ········· ....... i . ..... . .. --·-r +--+--+- ·····-·-.. --· _.,._, -----i ·····-·· ...... _ ...... , .... ·-·---i ........ . !--·· • ; ----. · ....... f----·--I--+--+ ...... -1--·· ····t-··· i i i ····!····" •. '! , ........ . ....... .! .... +-+--t--, ....... i. f" ............ ;-.......... ; . __ , .. !_···· ... ~-········! ...... , .... --... . l .......... ·-···----·! ····-··: ········j-········ -rrr T f "~ i ~ f ~ET ,-- ~-----.......................... ~ .................... . ij t---+-~--...... - . ----· . ........ !"···- ........ L-... .; .............. f---+--+-i ' ········~ ...... ·········i.. .. _ .. . •• 0 • ! ····+··· ...... i ..... . t ··--···. i ! ............. ; ...... , ' ······••♦• ' ' . " ':. .... ; ........ ~ ....... : . ···----L .. -------•-•-. -----· . .. . -:------: --.. ·-........ ~ ------· -··-·• · l • 1 . ... t --··· t ·+····· t . VI .... iD """•!-• . ""[ ,.. t i f .4 .. !···· .. ·-J .... I ··-· ........ ; ' ·-·-·········· -···-······· --·· .... -;--.,.--· ---.+t-• ·-i·---} ·1 · . i ' ••• i----· -~-. • ' -t--· ' .. : -·· .-. ·1! ;. .. ; +~·~ ..... ; •• _ .. -t .. ; • i . . ··r··-·· • •••• .•••• •• •• --r ! ···· ···· ·!· · .. . . !-······· ! ...... . ' ............ . . .. .; .... .; .. ·r·" - ~--··-· !· ' ...... 1 ... : ..... ~ ...... } ... -·-1•·•· ' . ! ....... -···•· ~ ·-1 - • + ' .. -I. . i ' ' ...... !·----·· .• " .......... • ····•········;·· ............ ~ ' . ! .. ' ... .l.. i ·I••• ' . .••• I • . ·•·. ·1 ...... APPR X EXIST ~ V 27"5 a~,., . '-----· ' .. ; .... , ..... ' .. ; . -------.--- ? -•• . ... .; 0 >> LLJ Ll,I 0...J...J • • I') LLJ Ll;J • .. <>> .... z :ii: v,-- RUCT. F OF; CP-• .. .ff'> r-. -"' : . . . • tt') 0: . I I I > >' LLJ LLJ LLJ LLJ .> > ... z z ·---·· -L. .l.. . . ..... XIST ~"VCP-. f ................... . .. 1 . •(-• .... .. ,; . --· i Ill .... , co Ill JACK-320 L.F .. OF 51' Ml .. LO .. 3/;4"-li,1N!THICKNESS STEEL C SING PER •C .. 5'D .. O .. C. STD .. DWG. s-0 • aJ!::i:c <-. ..,. O• a, 0 ... ... ; . HYDRAULIC DATA d • 36" D • 2.20' n • 0.013 S • 0.00056 Q • 13.63 CFS • 8.82 MGD V • 2.51 FPS HYDRAULIC DATA d • 30" D • 1.50' n • 0.013 S • 0.0018 Q • 11.37 CFS • 7.35 MGD V • 3.78 FPS i-•• . ;; -.... 27+o0 28+o0 18+o0 PACIFIC 30+o0 i • : a.n .. .. , I .. > LLJ . iii .. > < z .... -"' > LLJ ...J LLJ > z -31 +oo PROFILE SCALE HORIZONTAL 1" • 40' VERTICAL 1" • 4' COAST 33+o0 34+o0 ·. ~:T· .. a, • 'f 1::i ..,. ...J I') LLJ <> 1--Z v,- 35+o0 CITY OF NEWPORT BEACH . . .,, ...J :· I"') L&J ' <>' I-:z 1 v,-1 36+o0 DETAIL HOR: 1 "=29' VER: 1 "a:4 .. 1 - CONSTRUCTION NOTES CONSTRUCT 36" v.c.p. WITH TYPE II BEDDING, CONSTRUCT 30" v.c.P. WITH TYPE II BEDDING. CONSTRUCT B" v.c.P. WITH TYPE II BEDDING. REMOVE ANO DISPOSE OF EXISTING 30" v.c.P. • CONSTRUCT 72" ID MANHOLE PER CSDDC STANDARD DRAWING S-050. CONSTRUCT 72" ID MANHOLE PER CSDDC STANDARD DRAWING S-050 AND DETAIL 1 ON SHEET 10. • --- CONSTRUCT 48" 1.D. DROP MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-403-L OVER EXISTING SEWER LATERAL ON- COMMON BASE WITH 72" I.D. MANHOLE. ABANDON EXISTING 27" DR 30" V,C,P, SEWER AND MANHOLES, FILL PIPE WITH SAND-CEMENT SLURRY. SEE SPECIFICATIONS. ABANDON EXISTING CITY OF NEWPORT BEACH B" v.c.p .• SEE SPECIFICATIONS. TO BE RELOCATED BY OTHERS. REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING MONITORING WELL, EXISTING 16" AC OVER 9" REINFORCED CONCRETE PAVEMENT. SAWCUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PAVEMENT MATERIAL. SEE SPECIFICATIONS. CONSTRUCT 48" I.D .. MANHOLE PER CITY OF NEWPORT BEACH STANDARDDRAWING STD-401-L OVER EXISTING SEWER LATERAL .. ADDED 51" STEEL CASING PLAN SCALE: 1"·40' NO. DESCRIPTION APPROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 sa,,e Enc,lneerll IQ Cor,:,araau I 1501 QUAIL STREET NEWPORT BEACH.CA 92658 (714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PL#II #110 PROFILE STA 27+00.00 TO STA 36+00.005_37_3 DESICHD J.l. PRO.ECT llliWER R.c.E. DATE JUNE 1994 .zc r.i-'i ~ " ~·-_ .. ~ .......... C17714 DATE ORA.WIG IC). !H£T l-,,~~~~~~~~~=====--:!!~6~2~1~'--t.,;,-2.~"l~-·tt_ DRAWN M.J.F. .._o.NE .... 1N,_C;,;;H;..O_,N.,.o.,R.1G .. 1N.,AL;;;.. ____________________________________________________________________________________________________________ _.,.;";;;;'CH•m.=s.,1NA.c;;;;OR1;;....;',.EPU,.r;,,;v;,,;D1RE;;.;;.c.,ro.e-.;u.,TL.,n.~ .. s .. □EP--••.,rMEN=T--,.••·c •. E..,.. .... DA;;;;T ... E Cl£Q(f]) J.L.IP.E.S ""°"'er D«HEII DATE N0.5 .,..18 • r ;..--+-,.._+--I--J ___ _ ..! ...... . j -.. L ____ -- 1-1-+--~ l- •H-MM • I ·1--+-l-+--+-l--+-+-+--+-l-+--+-1--+--+-+- -+-I--I···-....... _ ...... _____ ........................ .,.,... •l--+-l-- ; ··r··· - ···•···-···· ..... L ...... . ----l--- t ·'--~····•Q·--... ....•. ·-··· '-' -+- • l -+--+-L.. ,.. . i ·-r··-_1-...;.---+ r--· · .L ----r~---· •• J_.;_..i~~-~~ -.••• ---····· •••.•.• ~ ..... •· 1 _J __ _ i -----·······-+·. -1--+-• : ---. • .•. • ---. --·· •••••• --·:.----· ····•··· .i, .. ·-... • • •••• : ....... l i - - ·~=~==:=-._.-_-_;"_-_-_,_,__-_,-+'----_,_ ..... _-_-:_-_-_,,•.-..... -.... '-, _~.) ....... +l---.... +---1 .. -. i. . .... ! ... ..1 ..... , _ __,____t~'. 1 __ ::.·;. ,--•··-············ .. ---_ :'f.·•••·•·J J .. . ----,---• ···· ····· i.... ··········,------r-··· l ! I i •· ......... k .. , .... ~ .......... . ----------r·--· --------c.. --! ---1 ' I t ' . :-T-t .. ··( .... i ·;;·i ..... t · ;· .. · ·j· ·· j • ········t30·VCP-~S=-0, i. ... i ' .! ' ' . i ______ - . ; ' ' • • -----~ ~ ~~ ............. •· ____ .,.._ ..... ~ ....... r .. .. !... ...... ! .,. ... 1 !. .L. .. 1. ···-' • I ( ..... L APPROX EX;I S 1 ...• . ... .; . ... ;.. ··-.;.. ... ...... ~ . BACKFILL COMPLETE PIPE Z ·wrfH Ii /2iSACK SAND-GEM ---• ;SUJRRYFORMIN.3" LE::N(aTH. . , .. 1 .. ! NE: T 36+00 37+00 38+00 39+00 40+o0 HYDRAULIC DATA d • 30" D • 1.50' n • 0.013 S • 0.0018 Q • 11.37 CFS • 7.35 MGD V • 3.78 FPS ONE INCH ON ORIGINAL PACIFIC r-. . ...... .l .. ' ' ..•.. ...... l ; s=0. 001 ao •• PROFILE SCALE HORIZONTAL 1" • 40' VERTICAL 1" • 4' ' ... , ... 1. ' . . [ .. , • ! 1. --f--.. ~---- i .. l.-j_ . ·1-· ·····-y ·---~-. ~1 i~-~r-r:r'. --~-=----- -.,. ...•.. --····-···· -------. -____ l, : j_ : ---- t .... L ..... . ... i ........ . .... ---------- i 1' • ' """' i ........... ; .... l.l); -u, ~ in ., in Ni i, -r= "' .. 4. , .. I"") ;;>,,. +w "' ...J ···"t"w. «>· 1-Z u, - . t ... ' •·!. 41+o0 42+00 43+00 ·"•'~ COAST HIGHWAY ...... J ~-·-· ..J....,.... • ...__---t--- S==O. 001 ~o • ... "' O• -<: 7 0 >· w "' ...J "Ct' LIJ ' <C> 1-Z u,- ' ...... ..!. .. J .. i ... ~ ; . J ~ w. , .. , ..... .; • B''VCP--"-+--h , Sp 0.0531 CONSTRUCT. :OF 8 "•;cp . . ---z -~ DET ll •• HOR: 1 "-20' ' VER: 1 "=4' "' "' •. «n ' > w ...J w > Z· -' ..;. ... ··- " ; ......... ' .... l --· ··-•"""!' 44+00 45+o0 -- STA 43+98 FOUND E&T 37,5'S/CB BOT EL~V 2,25 8 "VCP-C I T'COF-·1'1-;B-; 21 "vc;p-c-:s. o. o. c. 36"r5rP-c.s.o.o.c. ~ DEPUTY DIRECTOR-UTILITIES DEPARTMENT CURVE DATA CONSTRUCTION NOTES CONSTRUCT 30" v.c.P. WITH TYPE II BEDDING, CONSTRUCT 8" v.c.p. WITH TYPE II BEDDING. REMOVE AND DISPOSE OF EXISTING' 30" v.c.p. CONSTRUCT 72" ID MANHOLE PER CSOOC STANDARD DRAWING S-050, ANO DETAIL 2 ON SHEET 10. FBR PRBFILE BF SIT¥ BF tlEWPBRT BE.1:6II B" v,e,P,, SEE BET.llL 1 BPt SIIEET 7: CONSTRUCT 72" IO MANHOLE PER CSDOC STANDARD DRAWING S-050, AND DETAIL 2 ON SHEET 10, FOR PROFILE OF CITY OF NEWPORT BEACH a" v.c.p., SEE DETAIL 1 HERE ON, 9Bl1SfRlj9'f 1 B « I 8 l~.l!tH IBLE PER 81 P/ BF UEll'PBRT BE.11811 S'f.11118.l!RB QRAt.\1Ul6 STQ 101 b A~•B BEThll 1 8~1 5IIEET 9: REMOVE AND DISPOSE OF EXISTING 60" MANHOLE COMPLETELY AND CONNECT NEW 8 11 v.c.p. TO EXISTING CITY OF NEWPORT BEACH 8" v.c.P. PER DETAIL 2 ON SHEET 10. ABANDON EXISTING 27" OR 30" v.c.P. SEWER AND MANHOLES, FILL PIPE WITH SAND-CEMENT SLURRY. SEE SPECIFICATIONS. eortSTRtJef 6 11 v.e.p. 1NlTII T¥PE ll BEDBIUB. REl1leYE Jd◄B f!EeBll3TRtJeT [~ 13T 1118 eer◄eREfE 3 IBEW>!ILL Ill I( I !Ill. PRBTEBT [)( l ST I rte BLOCll WALL I u PLAOE. EXISTING I 6" AC OVER 9" REINFORCED CONCRETE PAVEMENT. SAW CUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PAVEMENT MATERIAL. SEE SPECIFICATIONS. NO. DESCRIPTION N'PROVEO DATE PLAN SCALE: 1"•40' REVISIONS .;._.;..._...._ _____ .....,;,;,;,;.;;;;;,;;,;.,._ _____ ..... R.C.E. DATE COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 BaYle EnQII &&di IQ I • w,:,cxat/OI I 1501 QUAIL STREET NEWPORT BEACH.CA 92658 (714) 4 76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN ANO PROFILE ST A 36+00.00 TO ST A 45+00.00s_37-3 H~1---R---t __ 6=---1i---L--t __ T_AN_7 t::.,.::_"'::.-::J~U:7NE:...;;199=.:4l~~-(:::~~·~~~•?;_;·~!=,~J.._~£:C1!Zn14Z!!,_l:!,;•~\~\.·:_!4'~',-!:....I C 300' 10°28'31, 1" 54.85' 27.50' 1 .......,, J.l. PRO.ECT _,.,.,. R.c.E. DATE D 1 519' 1 o· 21' 34" 211. 30' 1 39. 03' t:"":..-:::::-:'tM;"'.J~.F:;;.~;;1--==;--:::=;:--------:::::---ISHEET -J.L./P .E.S l'ftO.GT ........,. DATE NO. 6 or 1 8 • ' .·······-· -···· I I ! 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J; :" .-·· GAS COLLECTION• PIPE l 4'''P.v,c;. J,c~o.40 JsLoTTEQ) r-+--+W/GLUEi JOINTS AND WRAP I .. FILTER 'FA E!RfC ' : l, . ill ..... f •• ..... ;. ....... ..! . . ... j .... ____ ,! .. j __ _ ' ! ... j.... . . ! . i ..... l O! 0 ::::J ~~ Q .. ~o :t Iii •, .. N N '°'. . ...... i .. . ' ·•---- . .;... . t ....... j i .....• . . ~ .. ·!. t . . '-· --· . .... .l --· .; .... """ .J,.. -~-.. . t . i .. ·! L ' 1' ·t. ' .; .... "•" ... i• •I '" i ' .......... ~... t· T .... . . . . . . ------.---- .j...-~=~=~~=====~=:~t13~10~~~······.c~g-~~~-~t~~~t~···~·1p~g~~~-~~l9~ ... ~o.rL:••••-Lr::.~fJ}~~···dj~!~~~ ... ~~-r~a~!p~-4J"=-+· ··:.1r:st·~~-t:-~·~~io~ 1 ~(-s~;c __ J1~--~}~~~:~~=~J~·t'=··~r -· L1 l~+~+ft·~····1;i·· ?~~bf~~-~ii:-±;~·=··,• 3 ~ 0 ~· ~~iv~c:P~~'w.·····il·[··~r~:4.~~:~~~o~l~t~~i~~L-o~E~ 1 ~-H·~ 8 ~ 0 i·;··:·~i~~~~;~t~;ot~~;~~i\~rrRM~~;~~sof~r~t~r=--=i-!~7 7 7 ' + 1 i ' i ' ' Dut~t~ijtt rv:a'C,"l;:lf,:,~~· t·~W~h~~~i·~~M~l'.:IN=ci,,.Jt7~~·-:--eY. co RACTOR (T.Y.P.) , ..... ,. ..... • .... , • • . i . , ... ··•···· . ' • 1 ... ~~1'';,lf•,. UPPERlLIMIT .,,, -' , ... ;.. . .. \ OF PIPE ~()NE i l_,__._-'--_...._..._1--l--+- i • HYDRAULIC DATA d • 30" D • 1.50' n • 0.013 S • 0.0018 Q • 11.37 CFS • 7.35 MGD V • 3.78 FPS ONE INCH ON ORIGINAL --+-- .) ........ ! ·····+---f ··-····· ~ ... • N • I i > w r;:l > z - +----t-' --~---~-· ~----+ '· ·-( ~ - ' ·1 --, .. , . - ----...... i ........ J. _ . ...... t --- ........ •· -_, ____ , ····r 45+o0 46+o0 47+o0 w-w..J V) :::c u I- <( ~ --..... t,O -•• E. -4"DU-P.B.-..-11,-4'C-CITY OF N.B. TA 46-+04. M 7 A~P~"DU-P.B. IE 27"E=(-O. 'STA 46+20 8.7BC STA 47+64.68 27 W=(-0.9 ) FOUND 37.5 's1t 7'X14'X8'VAULT-s.c.E. 1---•• 12"-<·0.6d )rf--'·--' "1-Eti'V 3. 88 ~ ud T' I 9.3 48+o0 SPH PROFILE SCALE HORIZONTAL 1" • 40' VERTICAL 1" • 4' " • ··•I ·MAX· . CRUSHED ROCK ••• PIPE' SUBGRAOE PIPE, FOUN°oAfio~ BEDDJNG. DETAIL' . STA 48~50 TO S:TA 54t 00 (LOOKlNG-.UP TATlON.) , . I"--_.,, 49+o0 50+00 HOAG STATION EQUATION . EC STA 48-+07. 14 BK= ! STA 48+o7.00 AH IL MH !• DEFL 08°06'34.6" LT 3-3"& 5-5"DU-s.c.E. r~ 10.1 I ' - ,; ' \ COAST . .. . .... ,,-·"'" #, "4"-GAS COLLEC '' G.N.B. • 8 5 . BL-C. C. C. 1 fi _-C.UY OF N. B. I ---2-43~,pu=s-; C. E. '. 3/4" M X CRUSHED ROCK: 52+00 53+00 ◄ ) R E} 300' . ·O ·····~ i---~ <>( I- --.• , ··-·' 54+00 -w w Vl ..J :::c u I- <( ~ 1--. ::,z ---0-· --..... o -Ln-,,..:. . . 00 ::,. ....J ...J WILi ::,. ::,. ·zz EiAIL 1 i i t---.-.i i i ----........ -+ CONSTRUCTION NOTES CONSTRUCT 30" v.c.P. WITH TYPE II BEDDING. CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050. CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050 AND DE~AIL 3 ON SHEET 10. ---~ ABANDON EXISTING-27" OR 30" v.c.P. SEWER AND MANHOLES, FILL PIPE WITH SAND-CEMENT SLURRY. SEE SPECIFICATIONS. POTHOLE EXISTING TEE FITTING IN PRESENCE OF THE CSDOC ANO REVISE ALL MANHOLE INVERTS AS NECESSARY. EXISTING 16" AC OVER 9" REINFORCED CONCRETE PAVEMENT. SAWCUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PAVEMENT MATERIAL, SEE SPECIFICATIONS, NOTE• GAS COLLECTION PIPES CONNECT TO ffi EXISTING FLARE BURNER SYSTEM OPERATED BY HOAG MEMORIAL INSTALL GAS COLLECTION PIPE of Ess, ~\~GfN; o C 1)11 • f/30 E. CIV\'.. OF CALI PLAN SCALE: 1"•40' 1-N:.::O:::·.L.------"DE:::;::S:::CR:,::IP:_T~IO::::N:.,,,,-------...JL..:.,,:.P:.;R~O:.;YE.::,D;_.&.:,DA:.:,J:.:E;.+ 46214 R.C.E. CURVE DATA b,. L TAN os· 06' 34. 6" 42.46' 21,27' REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 Bo,,1/e BnQl1'1Elell1 XJ ca,:,aratlOI , 1501 QUAIL STREET NEWPORT BEACH,CA 92658 (714) 4 78-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER PLAN AND PROFILE ST A 45+00.00 TO ST A 54+0o.oq_37-3 DATE JUNE 1994 ~>C f. S¼C17714 -ND. -J.L. PROJECT -R.c.£. ......,. M.J.F. :HEY 7 ~aECHED=:~J~.L~./~P~.E~.S;::1..~-----..... DIOl~,_~-,-------~-n:--1~ w 18 • ! l •l--+-------&---+-~-~----i-- i l I · ------------· ·r·----r- ·1----+--+- 1----+--I-J .. +-+-1---+---+---i--1 : ... ob1iao ····~dHvcP t· ·t ·--_!_..:_L__,J HYDRAULIC DATA d • 30" D • 1.50' n • 0.013 S • 0.0018 Q • 11.37 CFS • 7.35 MGD V • 3.78 FPS HYDRAULIC DATA d • 30" D • 1.20' n • 0.013 S • 0.0035 Q • 11.37 CFS • 7.35 MGD V • 4.88 FPS ONE INCH ON ORIGINAL --~---""' i •••• 54+o0 0 0 • STA 9+54.50 1~R DU-P,B, 12"STL-S,C,<FG' =~6 SD ·---·- · E 27"E=C-0,11l 2'c, 27 W=(0,05 o Ajjlli;,.( 1 . 33 l STA 54+10, 67 MH ---+ ... I ' ' . "" -+-- · l ..... l. .. J -i ., ss+oo. -1, ......... ! . .. !. ----•----.. -········L. I ' • LIJ -1--!-+--1-----l---.I -----. L 0 l ...... ·• ....... . ' ! ' . . -. . ...... -~ ---· ' • 1 H OH OH -0. i· . --· r•·•·•·•• ·-+-........ i-----.L ---I i [ : ' . ••·•·• .. t" . r , ! l.. : ........ L ........ t •• ! ""'1'. ....... ~ ...... ',....... ' . t l \11 r 30, V,CR , l l ; --.....---------.J.--·----~~...;..__ ..... .. ,... . . i ---, .L _J '"''t ••• ! • • ' • ! ' L ' j ____ I . J ! t •...... " 56+o0 ///p ACIFIC 1 .·.·.···.·.·_•,! ........ ! .. ··i l . 57+o0 BACKFILL COMPLETE PIPE ZONE w1tH f112sAcK sAND-cEMEN'r Sl::URRY F'OR MIN 3' LENGTH . ' 58+o0 · PROFILE SCALE HORIZONTAL 1" • 40' VERTICAL 1" • 4' COAST ----l ----i 30"VCP •• + S=0.003 5i ;-... - -. -··-· "' "' ~o .., . ....... ,_ J> +w ... 0-' :WUJ <> I-z -60+o0 --- ----. --. ' • 61+o0 HIGHWAY 8"VCP . Sc0,0410 CONSTRUCf 10 LF OF , ··a"vcp· ••• _____ ,_ __ . ,, . -D-ET IL HOR: 1 " 29' .... VER :. 1." =4 . \ CITY OF NEWPORT BEACH .... DEPUTY DIRECTOR-UTILITES DEPARTI.ENT .. ..... ~ ---•·•·•· r .. 1.-.. .l. ! ... ··! .. --· ·i .,. " EXIST 8"VCP ,;. .. 1 CONSTRUCTION NOTES CONSTRUCT 30" v.c.P. WITH TYPE II BEDDING. ' ., CONSTRUCT 8" v.c.P. WITH TYPE II BEDDING, REMOVE AND DISPOSE OF EXISTING 30" v.c.p. CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050, CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050, AND DETAIL 2 ON SHEET 10, FOR PROFILE OF CITY OF NEWPORT BEACH 8" v.c.p., SEE DETAIL 1 HERE ON. CONSTRUCT 72" ID MANHOLE PER CSDOC STANDARD DRAWING S-050 AND DETAIL 4 ON SHEET 10, REMOVE AND DISPOSE OF EXISTING 60" MANHOLE COMPLETELY AND CONNECT NEW 8" v.c.P. TO EXISTING CITY OF NEWPORT BEACH 8" v.c.p. PER DETAIL 2 ON SHEET 10. ABANDON EXISTING 27" OR 30" V,C,P, SEWER AND MANHOLES, FILL PIPE WITH SAND-CEMENT SLURRY, SEE SPECIFICATIONS, CONNECT 2" p,v.c. VENT FROM EXISTING 36" FMS TO NEW MANHOLE. RELOCATE EXISTING 24" FMS PER DETAIL 5 ON SHEET 9. POTHOLE AND CONFIRM DEPTH OF 24" SEWER IN 36" CASING. @EXISTING 16" AC OVER 9" REINFORCED CONCRETE PAVEMENT. SAWCUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PI\VEMENT MATERIAL. SEE SPECIFICATIONS. ® CONSTRUCT 60'X 20' FLUSH GRAVEL LANDING OF I" GRAVEL, B" THICK LEVEL WITH ADJACENT SURFACE AND CONTAINED WITH REDWOOD HEADER AND 14' DRIVEWAY ER CALTRANS STD. P N p LAN s CALE: 1" -4 0 I l--'N:,::0::.-..... ___ .....;DES=CRl:::.:::.P.:,:TIO:;N;..._ ____ a...;.l>F';.;P.;;RO;.;;.V;,;;ED;;;_..,;;,;DA,;;;TE=-4 REVISIONS 46214 'I -\,'I •'I R,C,E, □ATE COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 Bot.1/e EnQlne&l'IJ IQ I Uf/:::l'Drat/OI I 1501 QUAIL STREET NEWPORT BEACH.CA 92658 (714) 4 78-3300 PACIFIC COAST HGH~Y GRAVITY SEWER PL~ AND PR~E ST A 54+00.00 TO STA\ 61+00.00 5.37_3 JUNE 1994 ~\! ,: <:,..-l .. ' NO. DATE -1 • l, \)_~ 4-' -• .. ,·-..e1nu Of.SIMD J,l. PIIOJECT _,.,.,. R.c.E. DATE L' M.J.F. 9EET DftAWN NO. 8 18 C1£C1<ED J.L./P .E.S PIIOJECT -DATE C1F • ' • ,... ' \ ' ' EXIST 36"SFM TOP OF SHELF ELEV = -3.1 INV ELEV -6.82 PVC LINER AND GAS FLAP CSDOC STANDARD DRAWING ' \ 15 "VCP APPROX. S=. 110 PER S-056 L=6' ' ' INV ELEV -4.39 ~ --\ CONST,BUCl NEW 60"ID MH --..~ \ PER CSDOC STANDARD __ ._, DRAWING S-050 L', =53• R=3' ' -' ' ' APPROX. EXIST INV EL -3.12 ' ' ' INV EL -3,12 \ ' \ ' \ \ ~-----------------' 24"SFM~ ' \ ' \ \ ' ' ' ONE INCH ON ORIGINAL INV ELEV -5. 05 , , , , , ' ' , ' , ' ' , , , EX I ST 30"VCrc---,_ REMOVE AND DISPOSE OF----..__ INTERFERING PORTIONS OF EXIST 30"VCP CONSTRUCT 72"!.D.MH STA 9+87,67 INV ELEV -6.77 PVC LINER AND GAS FLAP CSDOC STANDARD DRAWING ' ' \r • • ' • \, .. 36"VCP ' • ' ' ' _.,/ < PER ----''..,-~ S-056 EXIST ' ' ';-~-i i----6. INV ELEV -6.77 CONSTRUCT NEW ·72"ID MH PER.CSDOC STANDARD S-050 ' ' \ ' ' ' ./ f · 6=65' DETAIL - --J I / ,-,--,L_-_-_-_-_=_=_=r=;==i--1 ,..,;---REMOVE AND DISPOSE OF :,' . EXIST 72" · ID MH ANO BASE I • . • • . ' ------- ' c---- \ \ \ \ ' \ \ \ ' -----=.-:.-:.\:.-=.-;-.:-:. R=S' INV ELEV -4. 37 \ ' ' \ \ ' ' '--,---' \ ' ....... -- \ --------~~---·- EXIST INV EL -3. 13 , , , STA 9+34,25 EXIST INV ELEV -,78 REMOVE ANO DISPOSE OF INTERFERING PORTIONS EXIST 30"VCP 36 "VCP 30"VCP OF R=S' 6. 36"VCP EXIST INV ELEV -3.98 INV ELEV CONSTRUCT 72"!.D.MH INV ELEV -6. 15 36"VCP_/ STA 21+48.60 INV ELEV -6.15 , ' ' ' ' REMOVE AND DISPOSE, OF INTERFERING PORTIONS OF EXISTING 30" VCP -:'..- ' , ' ' ' CONSTRUCT 45 LF OF 8"VCP EXIST [NV ELEV -0.32 PLUG EXIST 8"VCP-~ WI TH CLASS_,, A" CONCRETE. ,~=❖ <,, '• ,, ❖ ,, ,, '' ,, ,, FILL CHANNEL WITH CLASS "A"CONCRETE WHEN NEW TRUNK SEWER IS PUT INTO SERVICE. SHAPE SIDES TO FORM SMOOTH FLOW SURFACE. EXIST '< ' , EXIST INV ELEV • • • • • • II -o. 30 EXIST 8"VCP/, " " ,, " II ,, ,, II 36 "VCP 6,, --=::o.-\--+--1--t----_[ ___ I- , ' , , ' , ' ' ' ' \ \ ' ~-PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 INV ELEV -3. 82 INV ELEV "S AT DROP -1.20 CONSTRUCT DROP MANHOLE CONNECTION PER CSDOC STANDARD DRAWING S-051 SEE PLAN SHEET FOR EXIST UTILITY CROSSINGS INV ELEV -0.50 CORE DRILL EXIST 4B"ID MH BASECOO 1 "MIN 2"MAX). INSTALL NEW 8" VCP SEWER AND FILL ANNULAR SPACE WITH DRY PACK MORTAR. -.__REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL WHEN NEW TRUNK SEWER IS PUT INTO SERVICE, LINE EXI-ST-MH WITH PER CSDOC'STANOARD DWG S-050. PVC 11 __ .., I , ' I I / / .-, ,~:-\_------.----~· ABANDON EXIST 30"VCP EXIST INV ELEV -3.91 I 60"10 MH CUT EXISTING CASING AND~(,~:r_:_~;~ CH IP AWAY GROUT TO EXPOSE ' • -• • ', ,, I I I DIP. CUT 24 DIP TO FORM , , , , PLAIN END. '~ ~~ 24"DIP MJXMJ CUT-IN SLEEVE WITH JOINT RESTRAINT (MEGA-LUG OR EQUAL l 24"DIP FEXPE CLASS 200 (2 FT MIN) EXIST 24"DIP FE* REMOVE AND DISPOSE-- OF INTERFERING PORTIONS OF ABANDONED 27" CASING WITH GROUT 30"VCP EXIST INV ELEV· 4.18 (APPROX l ' ' I ' ' ' ,. '" '" ' ' ' ' ' ' ' REMOVE AND DISPOSE V-OF INTERFERING PORTIONS : • OF EXIST 24"DIP AND 36" ' CASING WITH GROUT ' ' : EXIST 1 ' 24"-DIP 90° ' ' FE ELBOWS * _.1.J __________ _ , ' ' ' ' ' ' ______ , ----- --..L.-~----- "' "' HI Ill .-,~,;'----_-_-_-•:::•_·~LEX I ST 2 4 "D I P-9 o• __ ==la FE ELBOWS * /C. _______ _ '' Io DETAIL CITY OF NEWPORT BEACH It. DEPUTY DIRECTOR-UTI..ITIES DEPMTMENT DETAIL 3 5--Z.t,-'15 • 46214 !', ·Z."I .q + R,C,E, DATE ! REVISED DET AJL 1 COMPLETELY CJ ~•·"➔ NO. DESCRIPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 DATE BnVle EnQlneennQ car,::,oratlan 1501 QUAIL STREET NEWPORT BEACH, CA 92658 {714) 4 76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER MANHOLE BASE DETAILS 5-37-3 JUNE 199 -v.Li-OllAWING NO. DATE ·lS 1 -\ \. C17714 .. DESIGNED J . L. PRO.ECT MANAGER R.C.E. DATE J,L/M.F a~--1 SHEET DRAWN -i-11-qu CHECKED J.l./P.E.S. PRQ.JECT ENGINE~ ( DATE N0.9 oc 1 8 • • • • I • -. 6" a· UPPER LIMIT OF PIPE ZONE ¥•• MAX tRUSHED ROCK "p.1 PE SUB GRADE . PI PE FOUNDA Tl ON W=MAX ALLOWABLE TRENCH WIDTH O,B,+16"MAX O.B.+12"MIN OVERSELL =--SLOPE AND EXTENT OF SHORING AS DETERMINED BY CONTRACTOR (TYP) 6" MIN s• MAX SLOPE AND EXTENT OF SHOR I NG AS DETERM I NED __ ___.-Ji11jfa BY.CONTRACTOR (TYP) 3000 PSI (28 DAY) CONCRETE • PIPE SUBGRADE PIPE FOUNDATION W=MAX ALLOWABLE TRENCH WIDTH O.B.+16"MAX O.B.+12'MIN OVERSELL . 611!8 #511112 -~,~~LAP BARS 2.lt< 4'CLR( TYP) t ALL, AROUND . • · TYP. V.C.P.-TYPE II • NOTE: USE CITY OF ~EWPORT BEA'CH BEDDING STANDARD ST0-106·L FOR CITY. OWNED SEWERS. V~C.P.-TYPE I!: • ONE INCH ON ORIGINAL N.T.S. BEDDING DETAILS 1-. ., 12:vcP IN 24'STL ,---0-~ CS G ~ _ 7' --, l ,,'t:,f CHIP GROUT AWAY FROM EXIST 12'VCP AND JOIN NEW 12'VCP DROP CONNECTION I J II I :: :: I ,, " WITH TYPE Z JOINT ,, lj / j/ ,, -~---it" " " PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 CONSTRUCT 72' I.D.MH REMOVE AND DISPOSE OF PORTION OF EXIST 24'STL CSG AND 12'VCP fROM DROP CONNECTION 36"VCP 3• INV ELEV-5.65 STA 30+66. 11 -------- -------o#- I t -- CONSTRUCT DROP MANHOLE CONNECTION PER CSDOC STANDARD DRAWING S-051 INV ELEV EXIST 12"S AT DROP -1, 12 (APPROX) INV ELEV-3 .• 65 • • ,6.=9• INV ELEV-5. 15 --------- -- INV ELEV -3.96 --- DETAIL 3/e"=l'-0' r 30'VCP N.T.S. SEE CITY OF NEWPORT BEACH PLAN SHEET. FOR EX I ST UT I LiTY CROSSINGS r.ONSTRUCT APPROX 17G LF OF 12" VCP I NV ELEV -3.61 I NV ELEV -3.61 ,. STA A INV ELEV B CONSTRUCT .72" I. D. MH INV ELEV F !NV ELEV G 30'VCP \ . --~-----~----------------- PCV ·LINER ANO GAS FLAP PER CSDOC STANDARD DRAWINQ.S-056 INV ELEV C ft II I II r--------------.-·------, I I • I -..f. ~~ I I -{ ____ ~ · _______ , __ , ------"-· __ :,,.r:.-~A-5'DU-S.C.E. I I I I I I SEE PLANSHEl:'.T FOR CONSTRUCT J LF OF 8'VCP EX I ST UT 1 LI TY CROSS I NG • REMOVE AND DISPOSE OF ~ • EXIST 60" ID MH, SEE SPECS. -~--~ __ I I !NV ELEV D EXIST INV ELEV ,,-__ ~ "' -. ', / ,,, , ' ---',, /EXIST 60' ID MH H • / .,. -,-I -' I ,, ,,. .,. l '._ '-' I /' ,,.. I -., \ \ I I ,, I '-\ ,,,,,.,.:_-----------, --:,r-1.,r1 -----:_11 ---~-1~,--';'--~--,----------""'.._ f \ I I I I ' \ .,. I I 1 1,11 I\\\ I \ I I I I II I \ I I \ 1 I I I l I I / ' _, -r-!--'>!----!J'-1--, ---+--+--+--+--I I 1 , I / / \ I f I I I / I I -\ I ,' ' I \ \ \ I \ \ I \ I ___ --1-1----1 ------- --- -.._ I 1 )'"--,L -,L-~ _________ -.., , ; __, _,. _,. r ,' If , , __ ,, ,,' EXIST 27"VCP ~------------~--'--~~----- REMOVE AND DISPOSE OF ~ \\:•\,~':,,, __ I_NTERFERING PORTIONS OF ',, ', EXIST 27'VCP, PLUG ENDS, SEE SPECS. "EXIST INV ELEV E EXIST B'VCP ____..:: :: --------1111 11 II II II 'L..,::.., -, --EXIST INV ELEV JOIN NEW B'VCP TO EXIST 8"VCP WITH TYPE· Z JOINT CONNECTION. SEE TABLE ABOVE RIGHT FOR DIMENSIONS CONSTRUCT 48 • ID MH PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L .. DETAIL EXIST 27'VCP SEE PLAN SHEET FOR E_)( I ST UT I LI TY CROSS I NG 2 REMOVE AND DISPOSE OF EXIST 60" ID MH COMPLETELY AND CONSTRUCT NEW 72" ID MH 30'VCP INV ELEV 0,31 STA 60+18.09 30'VCP ,, TABLE OF DIMENSIONS STATION A B C 43+32.55 -2.85 -1.02 54+10.87 -0.91 0.92 37+3l.10 -3,94 -2.11 D -0.33 • 1. 33 -0.05 ' ' ELEVATION E ·-o. 33 I. 33 -0.05 I f'I-: t;ri REMOVE AND DISPOSE OF : :: :: ( FEET> ' F G -2. 85 -2.85 -0.91 -0.91 -3.94 -3.94 H -1.24 .05 -1.83 INTERFERING PORTIONS OF : :: :: EX I ST 12' VCP EXIST 24'STL CSG AND GROUT~':: :: VIN 24" STL CSG I 11 11 I 11 It . : :: :: 1 APPROX CONSTRUCT 72' ID MH ';:·-1-~i~ EXIST INV ELEV I :: L 0. 87 ,, . FEET I J -1 . I ! 13. o· -. I 1 I 0. O' -1.78 6,0' TOP OF SHELF ELEV 2. I 0 PCV LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 STA 46+04.50 I ,, ,, I ' ,, ,, +-rr-'-'----1--A---I INV ELEV c2.36 30'VCP --~------------ie--1 30'VCP • ______ .. ----- INV ELEV -2.36 r---- ~t-11 I ------CONSTRUCT TEMPORARY PIPE SLEEVE AND REMOVE WHEN TRUNK SEWER IS PUT INTO SERVICE. L __ ----------'+-'\ ______ J PLUG END OF EXIST l2"VCP REMOVE INTERFERING PORTIONS OF EXIST 12'VCP W 1TH I N MH BASE. EXIST 60' ID MH EXIST INV ELEV 0.56 DETAIL ¾"=l'-0" , WITH CLASS 'A' CONCRETE I • I I ' , 4-5"Du-s.c.E. ' ,· NO. & 1-4'DU-P.B. 3 DESCRIPTION REVISIONS APPROVED COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 , ' DATE EJor.1/e EnQ/1,ea/11Q COr13arat10, 1 REMOVE INTERFERING PORTIONS OF EXIST 27'VCP DETAIL 4 1501 QUAIL STREET NEWPORT BEACH.CA 92658 (714) 476-3300 --·-/ _¾·=1·-0· CITY OF NEWPORT BEACH PACIFIC COAST HIGHWAY GRAVITY SEWER BEDDING AND MANHOLE BASE DETAILS 5-37-3 DATE JUNE 1994 DRAWING HO, f DESIGNED J.L. f'ROJECT MANA.GER R.C.E. DATE 1-...::,,,,:;/.~d,::,• ,i!U__./.:;'.!;~•;:;:· •:::•:::::;:~,;_ ____ ....,:4~6~21~4 ... ~~-Z~"l.;,-J,"l;ti-~---DR ... •""'-----;J:-7,L_.l-;;M~•;:-F::'1--------------------l•HEErJ Q J 8 I.ICHA[L SN.CORI DEPUTY OIRECTOR--IJTUTES O£PiRTIENT R.C.£. • DATE: CHECJ.EIJ J.L./P .E.S. PROJECT ENGN'.ER DATE NO. OF .. .. -... j . • • . I .. •; •' H ~j< •, ., ·i. ' •' o\ ' .. }· t ,, ,•., • r l' . r ' \"· I:, • l 2. 3. / . GENERAL NOTES ' ~ • < ~ : t -•• ---.... ---·-. • , .,. • -. • • . -. " -' . ; : -{ THIS MINIMUM TRAFFIC CONTROL PLAN 1s INTENDED. TO SERVE As· A" ,' 10. ,:·Au. OPEN TRENCHES SHAU: BE PLATED OR BACKFILLED AND PAVED Mio· :· • ~~~E6~Nf ut~\fA:fLffR't1":4c13..i ~~1t~lcI. ~18~J~';r6\~~w~~ -: '. • • .·' ~~I~ R~ST?R~? ~0. ITS N~R.MIJ. f>ATT_ERN -~~)li; END~~· E:Ay.~-~ORK .\. ·-. . -. •. -• • . • • ,. ' • • • •• ;--. . • -' •• -✓- 11.. . THE. CONTRACTOR SHALL COORDINATE THE RELOCATION OF BUS ROUTES·., 1 • 30"it30"' • .. 4" CAPS· ',. BIKE LANE CLOSED •• A CALIFORNIA LICENSE. D CIVIL OR TRAFFIC EN~INEER TO"THE CITY OFs : NEWPORTBEACHANDCALTRANSFORAPPROV,:-• • •• , , . • ••. · _; • •• ALL coNSTRWCTION woRK AND TEMPORARY TRAF;1c 6oN;RoL. DEVICES ·• SHOWN ON rTHESE PLANS, INCLUDING TEMPORARY TRAFFIC CONTROL • • DEVICES, SIGNING,·STRIPING, MARKERS, RESTORATION.OF ALL EXISTING i '. FACILITIES, TRAFAC SIGNAL EQUIPMENT., AND DETECTION LOOPS SHALL • BE IN CONFORMANCE WITH THE CALTRANS STANDARD SPECIFICATIONS • : ANO BUS STOPS WITH THE ORANGE COUNlY TRANSIT-DISTRICT.STAFF. ' . •. SIGN "A" ' . THREE WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITY AFFECTING BUS :: .• • ' AND STANDARD PLANS DATED JULY' 1992. CONSTRUCTION TRAFFIC • CONTROL SHALL CONFORM TO .THE CALTRANS MANUAL OF TRAFFIC;. CONTROLS (1990), THESE PLANS AND T_HE CALTRANS ENCROACHMENT PERMIT. • • 'STOPS. '(DAN GATES;. 11222 ·ACACIA PARKWAY, GARDEN GROVE,···· • _ CALIFORNIA 92642, (714] 537-9CJ!)1). • ••. ·: , ,. 1; . . ~ • , ;. :" .• t~~:~~~,~·~~ggffl,~~~~~,:·. ' 13. 'THE LOCATION OF ALL Sl~NS SHOWN ARE ONLYAPPROXfMATE AND THE. , • EXACT LOCATIONS· SHALL BE DETERMINED: 1N. THE. FIELD BY THE DURING THE PERIOD OF' CONSTRUCTION, THE CONTRACTOR SHALL 'f. · ,ENGINEER. • . ... • .: • ., .' "; ,1 •. • .. ,: • , . FURNISH, ERECT, AND MAINTAIN SIGNING, STRIPING, BARRICADES, •••• ' . • ~., • • • •• • • • ·, • . •• . · . • TEMPORARY SIGNALS AND OTHER SAFETY MEASURES AS DIRECTED BY:·. .14. ADDITIONAL SIGNING MAY-BE NECESSARY AS .DETERMINED BY THE· · THE. ENGINEER, THE CITY OR CALTRANS. _______ ... ___ .:.~----· -----~---·· ·' ·• ENGINEER IN THE FJELD; ' • ; • •. • •. '' . · • l • ----~' .. ' .. ----~ . ---. -~-+ J • • •• • • ' • ,·.. ~ ' \-.' ,_"; ·.: ,_. ' : 48"x 42" • • El" CAPS NO LEFT TURN AT ·4, c• ALL EXISTING SIGNING NOT IN CONFORMANCE WITH THE DETOUR PLANS } : 15. SHALL BE COVER~D FOR THE DURATION OF THE DETOUR. ALL SIGN COVERS 1 • PLACED OVER EX 1 ST I NG SIGN I NG SHALL BE THOROUGHLY REMOVED WHEN ,., : • CONTRACTOR SHALL. REQUEST TRAFFIC siGNAL. TIMING MCiD1F1cATIONS • . •. AT AL. L SIGNALIZED INTERSECTIONS . .48 HOURS P.RIO.R TO p. RdCEEDlNG. ·d. · · WITH THE WO~K-_REOUIRING THE Pl.ACEMENT·OF THE SIGNAL INTO-··· BALBOA ' . 5, 6. 7. 8. DETOUR IS NOT IN USE. ALL DETOUR SIGNING SHALL BE-COVERED-WHEN , DETOUR IS NOT IN OPERATION.· , ~ • MODIFIEDORfJASHINGQ.Pl:f,l~TIOJII .. ,,:...-. , ·' : ~ ~ : ---·· ;_JI: •. · PACIFIC COAST SIGNALS, CALTRANS CONTACT: (714)724-2183 OR (714)854;8509 .• • ' ' : . -. . . ALL EXISTING FACILl,TIES,-INCLUDING. SIGNING,. STRIP!NG, MARKING, MARKERS,.AND SIGNALS SHALL BE RESTORED TO THE t ORIGINAL CONDITION AND/OR.LOCATION AT THE END.OF THE BALBOA BLVD. SIGNALS, CITY OF NEWPORT BEACH CONTACT: (714)644--3344. ' /--. . •,. . . . . . • ! .•• ·1s~' '"Ti-IE CONTRAC'f()R SHALL PROVIDE SAFE "ANO-C'ONfiNUOUS PASSAGE'dF " • ·LOCALPEOESTRIANANDVEHICULARTRAFFICATALL TIMES. •. , , •• · '.· .··' . . -. -' ' ' . CONSTRUCTION. PERIOD. -. , • ' -., . . •. " • . . . -. .-•• ,f PRIOR TO RESTRICTING NORMAL ACCESS TO PROPERTIES ADJOINING THE • All WORK. WI TH IN THE VEH I CULA. R ·TRAFFIC LANES I s·-L· l"ITED TO TH" ' • CONSTRUCTION AREA, THE CONTRACTOR-SHALL NOTlfY-(AT LEAST ONE 0 M "-' WEEK IN ADVANCE) EACH PROPERTY OWNER OR RESPONSIBLE PERSON C TIME PERIODS AS DESIGNATED IN THE DETAILED SPECIFICATIONS;. '. OFTHETIME,NATURE,ANDDURATIONSOFTHERESTRICTION. •• ••· ,~ : < ,, -,.t~'•• C• •< • , '. "· · I ,, , • '~-~ •, " c , ·.\; • All WORK ZONES WHICH REQUIRE RESTRICTION OF PARKING SHALL SE , (, • 18.t • MWAOIRNTKAAICNRAOSCCSEDSRsli;V\?,;,ARYOSPEORRTIPELASTAIOJNGAfcENTROSSTOTWRORENCKHA.RE.<\DR~l~!AAYGSIN_TOG. _1_·. · POSTED 72 HOURS. PR I OR TO ACTUAL CONSTRUCT I ON AND RESTRICT I ON; , • ,;vv " , • ,._~• • PROPERTIES WITH MORE THAN ONE ACCESS POINT.MAY BE CLOSED FOR . i THE DURATION OF THE CONSTRUCTION WITHIN THE DRIVEWAY AREA. ·•· •·-·. .• •. . ' -. . . . • . TEMPORARY CONCRETE BARRIERS !TYPE K PER CALTRANS STANDARD. • PLAN T-3> SHALL BE OSED WHEREVER SHOWN ON THE PLANS, K-RA IL SHALL ALSO BE USED WHERE THE WORK ZONE EXCAVATION I.S MORE . . . 19. SIGN "F" ·. - 42"x30" 4" CAPS •• EXIT CLOSED .• • , USE OTHER < . · .• DRIVEWAY: , ; · ' . -• . . 3o"x24"· •• <'!-"·CAPS _SIDEWALK CLOSED · SIGN ''G" ,·. ·• 96'1x48" .·6" CAPS - SIGN "C'' INSTAl,.L·2 WEEKS IN ADVANCE .. -.··· •. OF CONSTRUCTION ACTIVITY 30"x30" 4" CAPS SIDEWALK CLOSED AHEAD. ·s1GN "H" . . 4" CAPS .• SIGN "I"· · THAN 18-INCHES DEEP AND LESS THA 5 FEET FROM THE TRAVELE-0 WAY. ~ I,·, ALL TEMPORARY FAC IL IT I E's coNsTFi.ucTED F'oR THE PURPOSES oF TH Is , •· • . • NUMBERING OF STAGING IS 'PROVIDED FOR IDENTIFICATIQN AND· ; REFERENCE PURPOSES ONLY: NUMBERS DO NOT NECESSARILY,INDICATE . · ORDER IN WHICH WORK IS TO BE PERFORMED. . , , .· .. SPECIAL SIGN DETAILS 9. DETOUR SHALL BE REMOVEb AT THE COMPLETION OF THE CONSTRUCT I ON ••. 20. PER I OD. ' .. ,. .. . . .. ; . 1 SIGN "C" PLACE WEST OF 61st ST. AND • EAST OF · ' NEWPORT BLVD. PER SHEET 18 CIB :. }'_, ~. C •, ••• ,_ .-' ... ~•: _c,•.~ '.•~ •• ~ ••"' (",,•:,< .-. • C18 ANO 013 SIGNS SHALL BE MAINTAINED FOR :14 HO\JRS' DURING EACH .• . STAGE .. SIGN 'C': TO REMAIN IN PLACE FOR DURATION OF PROJECT. •• • •. •• ' ' 500' '. ' , ' • . ' . . , · ... ........... . -, .. · i -, ·~ :·-' -·•. STAGE ;I CONSTRUCTION·' .• • . . . ' .. STA. 9+17:!: TO STA. 9+25:!: . 45 M.P.H. SPEED LIMIT. . . . ' . .... -. __ ;, .,'• . , SCALE: I" = 40' • • · ' .,-. ' . ~ ·-- ',, . •. ·: -., . , , . • ,. ' • . ', . ' : "' .. . '. •' N.T.S. I < . ... , ,: . .,, . 48"xl8" DRILL ANO INSTALL 1/4" • MACHINE BOLTS WITH NUTS --,,. _ 16 .. CAPS . P.C.H .•• AND CUT WASHERS . 'J ' SIGN "D" 4B"xlB" 6" CAPS L--·-s_A_L_s_oA_. ---JI SIGN "E" C20 MODIFIED ~ . r TYPICAL SIGN ATTACMENT TO TYPE Ill BARRICADE N.T.S. 5"' CAPS LEGEND SIGN "J" i 1. .. GRAPHIC SYMBOL TO SHOW FLOW OF TRAFFIC, NOT A PAVEMENT MARKING. . 2. .-.-INSTALL SIGN. 3. • +-+ · INSTALL TYPE Ill BARRICADE. '4. • 5. II] .,. 8. ,....,....,. .··7.~=:> \ INSTALL TRAFFIC CONE OR DELINEATORS. •. INSTALL FLASHING ARROW SIGN. • INSTALL PEDESTRIAN RAILING OR FENCE . EXISTING PAVEMENT MARKINGS (ARROWS). , .... B. _INSTALL TEMPORARY CONCRETE BARRIER (TYPE K). ' 9. ···( ._ __,) • INSTALL TEMPORARY CRASH CUSHION . NOTE; INSTALL SIGN "T' (FWBT). WEST OF SUPERIOR AVE. •. MED\l).t-1 cuRB .. --... --;.. C\?I_ NO. DESCRIPTION APPROVED REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 • I •. DATE .EIOJ,l/e s, JQli Jadll XJ Car13cxal/Oi I '" ~ -' · _. ., .. , .. .' . 1501 QUAIL STREET NEWPORT BEACH, CA 92658 (714) -476-3300 ,. : : • -~-:.;..-. -.,,, ... ...:.~ '··'. ·1-----,----.;,_ _________ .....;.,;_ ____ --I · · PACIFIC COAS·T HIGHWAY GRAVITY SEWER • ' '. -C~IJO _& ' .. TRAFFIC CONTROL PLANS . I .o,.,3111M NOTES, LEGEND, DETAILS & STAGE I WORK ZON~_37_3 .-·" • --NO. ONE INCH ON ORIGINAL II or18 Cl8 C21 • . I Cl8 --..:-.- ·-,..· ' •. • ' EXISTING STRIPING ,;._ - Cl3 C30 r. STAGE II CONSTRUCTION STA. 9+25± TO STA. 9+80± 45 MPH SPEED LIMIT· SCALE: r =_40' • ' > . ,j. . ,:. . ,·· ~ ·, STAGE Ill CONSTRUCTION . TYPICAL WORK ZONES STA .• 9+80:!:'TO STA.25+00:!: STA. 33+55:!: TO STA. 48+00:!: AND STA. 51+00± TO STA1 55+00:!: ·····• 45 MPH SPEED LIMIT ; SCALE: I" = 40' ,. ' ·,. 150' BUFFER ----'' OILF.IELD ENTRANCE •• \\· \ ' \ \ ' ' \ \ \ \ OILFIELD ENTRANCE ' ' • ' \ "'. ' \ ~,- \\ \· .. -. ,. \ 150' BUFFER EXISTING STRIPING-~ WORK ZONE WORK ZONE LENGTH VARIES \ EXISTING S~IPING EXISTING STRIPING PROPOSED LATERAL NOTE: WORK ZONE ·t • ' EXISTING STRIPING PROPOSED . PIPELINE • • CONTRACTOR SHALL MAINTAIN A MINIMUM 1080' TAPER 500' 500' 500' C21 • Cl8 R/W::;\ Cl3 -+ 150' !TYPICAL) -+ Cl8 -+ Cl3 R/W 500' r=R/W Cl8 Cl3 -RIWJ NOTE; r SEE SHEET 11 FOR NOTES. LEGEND AND DETAILS. ••• • .. 5'.WIDE FENCED WALKWAY FOR PEDESTRIANS .THROUGH WORK ZONE FOR THE 8" VCP • • • LATERAL CONSTRUCTION AT STA. 2l + 48~. 1-:.:;NO::,,_._ ____ __;D::E:=S;:::CR;:::IPc..:TI.:.:O::.:N _____ _.'--AP_P_R.;_O.;.VE-'-O-'-'-DA.:..T_E-1 , -.\ REVISIONS . ,-, - ' . " ' ·, ,,, . ., ., ' ~-tt.,cifio ~ £xp, Ot/30/96 -~IL ONE INCH ON ORJGINAL COUNTY SANITATION 'DISTRICT OF ORANGE COUNTY, CALIFORNIA • DISTRICT NO. 5 SOl,l/e Enc,11 ,e;ett, IQ caroaratJu,, 1501 QUAIL STREET • NEWPORT BEACH, CA 92658 (714) 476-3300 PACIFiC COAST HIGHWAY GRAVITY SEWER TRAFFIC CONTROL PLANS STAGE II & 111 WORK ZONES 5-37-3 JUN '94 DIV,DIG NO. DATE c,1114 1 • \\• T. Z. DESOHD R.C.E. M.J. SHEET DRAWN Cl£CKED T. J. B. PRD,EC'TEl«HIR R.c.E. DATE NO. 12 OF )8 ,, .., ' ' C\3 -) c1a C'2.I . . . ' . I . .. EXISTING STRIP~NG 1080' TAPER • • . . . ... • / / ,. CIB -C20(RTI CIB Cl3 NOTE: TES.LEGEND SEE SHEET 11 FOR NO • AND DETAILS. DESCRIPTION . NO. • REVISIONS I CT OF NTY SANITATIONcflfl~RNIA APPROVED COU COUNTY,· 5 ORANG~ I STR I CT NO. 'CJl'oa,at/0# I ,,,;.~, JCJ CL (714l 476-3300 . En..,,.j RT BEACH.CA 92658 . NEWPO R • ~RITT y SEWE 1501 QUAIL GRAVIT PACIFIC COAST Hl~i~i1L PLANS TRAFFIC CE IV WORK ZONE. STAG . DRAINONO. DATE. __ 5-37-3 1 • 11 • Sl£ET. DATE ... 13 0F 18 • • :I f • '.,, -----------------------------------------------------------------...... -... ~ -----...__ ------------------------___ , ------- -----------------........... ..... ------------------ • /- ' ----------------------- ------- ----- ..._ ------• ......... -.. -- ----- . _r ....... __ ....... -..., ....... ---------------------------- ( ' , . •' ,j 30"•30" WORK ZONE _---c PROPOSED PIPELINES _ .... ' " ', ' - 350' TAPER --;-----:------- STAGE V CONSTRUCTION STA. 31+40± TO STA. 32.,.10:!: 45 M.P.H. SPEED LIMIT ON P.C.H. 35 M.P.H. SPEED LIMIT_,ON SUPERIOR AV. 25 'M.P.H. SPEED LIMIT· ON BALBOA BLVD: . -,. -SCALE: I" = 40' ' ! ! 350_' r 350' _, CIB NO, DESCRIPTION REVISIONS APPROVED COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CAL I FORN·I A - DISTRICT NO. 5 DATE 'lfila,,,/e Enc:J/neer/J IQ Cor,:,aratlOI I ----CA 92658 t714l 476-3300 1501 QUAIL S:rREET NEWPORT BEACH, , 5-37-3 l'-. ' I .. -. L i ' , • • • .· • • .... '--..: " ' '"'-~ -~ ... -a SUPER/OR AVE . . . \ ' SIGN "D"--" G48 8 SC3 ,... ·□ • PACIFIC COAST • HIGHWAY r SIGN "D" _ _/" . G48 8 C5(LT) •• STAGE VI DETOUR ROUTE SIGNING NOT TO SCALE P. . . •. \_SIGN.::~ ...._ • G4S 8 C7 \_SIGN "D", G48 r:::i ,:,; ii{ a C5(RT) I-~ I . !,J' <= '-s1GN "D" .• G48 8 SC3 32ND S -I • •. -1-' .. .. ·. ·.-· . ,, ~-., ,. -:.·. -'-', ... :. ,,., .... ' .. l -. .,, . ,., . .-·-., :-,..,. ..... .,,,...,_ '! ' . , . . . 350' ,• SUPERIOR AV._ --+....;.;.R::.....;1w,:__.:,..._ . SIGN "J" • ' • STAGE VI . CONSTRUCTION STA. 32+10 ! TO STA; 33+55! -45 M.P.H. SPEED LIMIT ON P.C.H. 35 M.P.H; SPEED LIMIT ON SUPERLOR AV. 25 M.P.H. SPEED LIMIT ON BALBOA BLVD. . '. .\ . '. SCALE: I" = 40' ! " STRIPING ·c18 NOTE: 'SEE STAGE Ill FOR TYPICAL WORK ZONE FROM STA. 33•55! TO STA. 48+00±. FOR WORK WEST OF STA. 43•30 THE 1080' TAPER SHALL BE PLACED WEST OF SUPERIOR AVE. FOR WORK EAST OF STA. 43+30, THE 1080' TAPER SHALL BE PLACED EAST OF SUPERIOR AVE. NO. DESCRIPTION REVISIONS APPROVED COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 .. ' , DATE ' BoAe EnQlneeJ11 IQ Ca,,:::,araam 1501 QUAIL STREET NEWPORT BEACH, CA 92658 17141 476-3300 '-., ~':, .10~,i, &! ~-.· 'Cl ,-.. · JtJ.C:lfillO ,Erp. Ol./l□i96 PACIFIC COAST HIGHWAY · GRAVITY SEWER TRAFFIC CONTROL. PLANS STAGE VI WORK ZONE • -' c1v1( DATE JUN '94 5-37-3 DRAINl ND. ll£SIOIE) T • Z • E. Stcn.3 Cl1114 II.CL DATE • ' ,•T - • • -. ' -• • • ,: • 'j .. I • • CIB ·, C21 .... .. ~ . -1------==- [fl -SIGN "I" \ R/W :-:::::,,, PACIFIC COAST· Cl3 .. 1080' TAPER 150' BUFFER ',_. . . ' • MAINTAIN MINIMUM 5' WIDE. • .. ;; FENCED PEDESTRIAN WALKWAY .THROUGti WORK •. ZONE; • • •• •. . .: '' '.,. 7-, ' .. ·a . .Q EXISTING STRIPING . HWY.· •. WORK ZONE .• -,---,---,..--,---·------------- -+------.,..., - - . z io ::. . PROPOSED PIPELINE·. NOTE: SEE STAGE Ill FOR TYPICAL WORK ZONE FROM STA. 33+55:!: TO STA. 48+00:!: EXISTING STRIPING • PLACE TRAFFIC SIGNAL INTO 4-WAY .· • SPLIT, FIXED TIME OPERATION. SEE· NOTE 15 ON SHEET II. • ... • i • . . , PLACE TRAFFIC SIGNAL INTO 4-WAY SPLIT, FIXED TIME OPERATION. SEE NOTE 15 ON SHEET II ' . <1----t> . .. . .. ' ~-R_IW_~~?ACIFIC COAST HWY. ------- l '· C21 C2I ' R/W_;;I SIGN "I" CJ3 EXISTING STRIPING 1080' TAPER ' • ' 150' BUFF£R SR45 [RT) ,. ,: <-,,-; • •• . < ' ·.,r:, .... ·,·:- RJS. SR45. (RT)· ,, • ...- ·_·PRIVATE. DRIVE- .... -',,,_·_, ,:/'.. ·: . ' . ., . 125' Cl8 .. HOAG HOSPITAL ENTRANCE ROAD • .EXISTING STRIPING C9A Cl3 __ _ CURB a GUTTER 500' -EXISTING STRIPING .. .. .. Cl8 EXISTING STRIPING j 500'. STAGE VII CONSTRUCTION . STA. 48-t-00.:!: TO STA. 50-t-35.:!: 45 MPH SPEED LIMIT ON PCH . . 25 MPH SPEED LIMIT ON HOAG ENTRANCE RD . SCALE; r' ·= 40' cufiB a GOTTER EXISTING STRIPING NOTE: SEE STAGE Ill FOR TYPICAL WORK ZONE FROM STA. 51+00:!: TO STA. 55+00:!: .. era NOTE: SEE SHEET 11 FOR NOTES, LEGEND AND DETAILS, NO. DESCRIPTION APPROVED DATE REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 .Bat,,1/e Enc,/1 »ea/I IQ Co,,::,arat/o. I 1501 QUAIL STREET NEWPORT BEACH, CA 92658 . C71◄l ◄76-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER • TRAFFIC CONTROL PLANS STAGE VII & VIII WORK ZONES 5-37-3 DRAllNl NO. • ' . •. . ~·; ·.,:.~~•-;·_ ..,, • ; ·-• . ( • • r .. .. .. ( --'1-l-----~---',-+-~·~=-==-=::.::-:=-- ------'+-- ,_,__ SIGN "I" R/.W soo· 500· 5 o· NOTE:_ SEE STAGE 111 FOR TYPICAL WORK ZONE • FROM STA. 51+00:!: TO STA, 55+00:!:. \ EXISTING STRIPING ) COAST HIGHWAY-- . . STA. 55+00± TO STA. 57+70± 45 M.P.H. SPEED LIMIT • SCALE: I" = 40' PLACE TRAFFIC SIGNAL INTO FIXED TIME. 2-PHASE .-- OPERATION. SEE NOTE 15 ON SHEETII • • . . NLYONLY , i 500' EXISTING STRIPING /CIB ~ NO. NOTE: SEE SHEET II FOR NOTES, LEGEND 8 DETAILS DESCRIPTION REVISIONS APPROVED COUNTY SANITATION DISTRICT OF ORANGE COUNTY, CALIFORNIA DISTRICT NO. 5 DATE -so,,1/e EnQ/1 .ee/1 IQ Cor,:x,ratlo, , 1501 QUAIL STREET NEWPORT BEACH,CA 92658 (714) 476-3300 PACIFIC COAST HIGHWAY GRAVITY SEWER TRAFFIC CONTROL PLANS STAGE IX WORK ZONE • , 5-37-3 DATE JUN '94 -<1wi . t. SiN.Q C: 11114 ORAWNG NO. T \ , ' / ' ' •" I • • / • .. • • • ' } ' ·. . ' j "' • . \. ) • ~ J \ • ,, Cl8 5 O' / ,· .. --.. ... -C S O' 500' NOTE: TAPER I LANE PRIOR TO • HOAG HOSPITAL ENTRANCE ROAD, '(APER 2ND LANE FROM 51+00 TO 55+00. --., EXISTING. STRIPING J PACIFIC STA. 57,+ 70! TO STA: 60+20! 45 M.P.H. SPEED LIMIT . SCALE: I" = 40' -. ' ' , . } . PLACE TRAFFIC SIGNAL INTO FIXED TIME, 2~PHASE OPERATION. SEE NOTE 15 ON SHEET I( .• <r------t> • ' • j r'\:1\, • b~i..:_ ONLY ONLY L COVER LEFT ) /3 OF EXISTING R61-13 SIGNS I I WORK ZONE / ,, EXISTING STRIPING \ Cl3 . -. ·, ~JO . . lt>.C 361 , ONE INCH ON ORIGINAL / ,, rCl8 SIGN 'C' PLACE EAST OF'NB NEWPORT BlVD. ON RAMP AND WEST OF 61ST ST. PER SHEET II~ \ NOTE: SEE SHEET II FOR NOTES, LEGEND 8 DETAILS i . , ' • • NO. DESCRlrTION APPROVED DATE REVISIONS • • • •nQtn&at1 x., carr.,arat10, , 1501 QUAIL STREET NEWPORT BEACH.CA 92658 C71◄l ◄76-3300 PACIFIC COAST HIGHWAY GRAVITY ·SEWER TRAFFIC CONTROL PLANS STAGE X WORK ZONE DATE ·JUN '94 DRAIIIO NJ. 7. 11 • DESKHD T. Z. I.Y. T DRAWN MCkED T. J.B. 18 Of 18 ✓· ., \ .-/ ............ " . . ~-.:- • ' . ' -C><C > ..: > LIi-i-z I-z aJV) -V) - 9+o0 _.A;::,>•~ \ •,,-> ~\ BITTER _, • ~TA~tll!f~. - IE N :•< s IE Ei<f=c -7 HYDRAULIC DATA d • 36" D • 2.20' n • 0.013 S • 0.00054 Q • 13.68 CFS • 8.84 MGD V • 2.49 FPS HYDRAULIC DATA d ■ 36" D • 2.20' n • 0.013 S • 0.00054 Q ■ 13.74 CFS • 8.88 MGD V • 2.50 FPS ONE INCH ON ORIGINAL '"(-3, !6) ':=C":"3. , 5 .;. -'- .... .... 10+o0 ---,-, !--+--' , ........... ; ··- +++ •· ····· <· ·++ ; ·····.···········~----------~ ·( . . . ,;, ······---. ' -~-,-~-+--.,.;;.__1---+-1 ' ' ROX XIST 11-IV 30 ,S 36"VCP $::;:(); 00054 ••• 11+o0 12+o0 13+00 PACIFIC PROFLE SCll.E HOAIZONT' M. 1'' • 40' VERTICM. 1" • 4' 14+o0 COAST I-.I. ... ' T N OVER PIPE (t ··.. · .. 1····· ... ·. ··. -" ·.. .. . . ' ' ' : ; ' ' ' ~..:;,;.:.;.;..;t····-··· ·.;.;.;..;...;,;-·-'. ~-~ . . . ,, '"""""''. ' . ' . ' . . . . - --.- S ==O • 00054 , 15+o0 16+o0 """"""""··'.""""""4-...,..+-~-~ ............. ; I 17+o0 A B 36'"\/CP S==0,00054 18+o0 \ lll'PUTY DNCTOR-VTil.rta Dll'ARlWIT cu DATA R L 983' 12"29'16,1" 214,25' 300' 83.21' 8"VCP S•0.1864 J REMOVE ANO OISPOSE OF EXISTIN 30"VCP CONST T 14 ,LF_O B"VCP -I--::, z -0 z ---.,, "" -al it) "I" a. • • • > I I to T • 0 > >· . .., ... ... ,-. > ..J ..I 'f ... I-... ... ..I "' en Li.I -~ ~ X ..: > I.LI .......... I-z VJ~ HOR: 1 "=29' VER.: 1 "=4 .. 1 - CONSTRUCTION NOTES ~--------•" CONSTRUCT 60" 10 MANliOLE PER CSOOC STANDARD DRAWING S-050 ANO DETAIL I ON SHEET 9 . .-~·.;.:_;:;,.:..;,:,:;...,,;;;...::;..::;,..:._,;;:.,::..;.;.:.:.:;--.-~ CONSTRUCT 36" v.c.P. WITH TYPE 11 BEDDING. REMOVE ANO DISPOSE OF EXISTING 30" V.C.P. CONSTRUCT 30" v.c.P. WITH TYPE II BEDDING. REMOVE ANO DISPOSE EXISTING 30" V .C.P. CONSTRUCT 8" v.c.p. WITH TYPE II BEDDING, REMOVE ANO DISPOSE OF EXISTING 30" v.c.P. CONSTRUCT 72" ID MANHOLE P.ER CSOOC STANOARO DRAWING S-050, REMOVE ANO DISPOSE OF EXISTING MANHOLE. CONSTRUCT 72" 10 MANHOLE PER CSDOC STANDARD DRAWING S-050 ANO DETAIL I ON SHEET 9. CONSTRUCT 72" ID MANHOLE PER CSOOC STANDARD DRAWING S-050, ANO DETAIL 2 ON SHEET 9. FOR PROFILE OF CITY OF NEWPORT BEACH 8" v.c.P., SEE DETAIL 1 HERE ON. REMOVE ANO DISPOSE OF EXISTING MANHOLE. CONSTRUCT 48" ID MANHOLE PER CITY OF NEWPORT BEACH STANDARD DRAWING STD-401-L ANO DETAIL 2 ON SHEET 9. POTHOLE EXISTING 30" v.c.P. ANO CONFIRM INVERT ELEVATION. PULL OR, IF REQUIRED, MITRE NEW 30" v.c.P. PIPE JOINTS AS NECESSARY, ABANDON EXISTING 27" OR 30" v.c.P. SEWER ANO MANHOLES, FILL PIPE WITH SANO-CEMENT SLURRY. SEE SPECIFICATIONS, @ EXISTING 16" AC OVER 9".REINFORCED CONCRETE PAVEMENT. SAWCUT THROUGH AC AND CONCRETE PAVEMENT ON EACH SIDE OF TRENCH AND REMOVE AND DISPOSE OF ALL REMOVED PAVEMENT MATERIAL. SEE SPECIFICATIONS. MOVED CSDOC MANHOLE TO STA 9122 CONSTRUCT NEW CITY MANHOLE PLAN SCALE: 1"•40' NO. DESCRIPTION TAN 107.55' 41.88' REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 ' 1 ·iYt::,OratlDn 1501 QUAIL STREET NEWPORT BEACH, CA 92858 <7141 478·3300 DATE IE PACFIC COAST ttGHWAY GRAVITY SEWER PLAN #E PROFLE ST A 9+17 .00 TO ST A 18+00.00 5_37~ JUNE 1994 ?, .,-, 1 • \\• ED J.L. _,_ ...... DATE M.J.F. CHEaCED J.L./P.E.S II0,3 ., 18 ' ' ' ' ' ' ' ' ' ' ' ' EXIST 36"SFM TOP OF SHELF ELEV = -3.1 1 5 "VCP APPROX, S=. 11 0 L=6' ' ' ' ' ' INV ELEV -4,39 ' ,-CONSl',81.JCT NEW 60"10 MH -,~ PER CSDOC STANDARD ,-> DRAWING S-050 ' APPROX. EXIST I NV EL -3. 12 INV EL -3, 12 L',=53• EX.IST INV ELEV -3.76 R=5' INV ELEV -4. 37 ~~-\ REMOVE ANO DISPOSE OF----... INTERFERING PORTIONS OF EXIST 30"VCP CONSTRUCT 72"!.D.MH STA 9+87 .67 INV ELEV -6. 77 .,..--\. , I\ / .,, \ " -_.,,. \ ,. ' \ ' ' ' ' ' ' \' ,\ ' ' \ ' \ EXIST '' ' ' \ \ ' \ ' \ EXIST INV EL -0,12 ' -v" ,---- ' ' ---- ' .EXIST / 24"SFM~ . ' ~-------------------------\---------- ' ' ' REMOVE AND O I SPOSE OF INTERFERING PORTIONS OF EXIST 30"VCP i ( ' ONE INCH ON ORIGINAL ' ' '------------,- ' ' ' ' 12" HPG__J EXIST INV EL -3. 13 ' " \, \ .... --I ,,. -·;,,,, .~- FILL CHANNEL WITH CLASS "A"CONCRETE WHEN NEW TRUNK SEWER IS PUT INTO SERVICE. SHAPE SIDES TO FORM SMOOTH FLOW SURFACE, PLUG 30"PVC WITH CLASS "A" CONCRETE TEMPORARY 30 "PVC APPROX. L=75' S=.0052 ABANDON 30"PVC REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXIST 15"PVC WHEN NEW TRUNK ; ~~:t~c~s PUT INTO . ,,C ...,D.._,,.._,__,_,...,...,,...__+-...,1c.-~/ '•·,, ·•«·,•r•-"•. . ,,-• • ._,~,.,_.1-_j \ 3/efl -1 I -0 ".,..,__;, .. -~7J& -----"-~-"' '--'-•''-....-/""',.... .. .- 36"VCP EXIST 30"VCP -----36 "VCP INV ELEV -6.77 R=S' 8 "VCP 36 "VCP CUT EXISTING CASING AND;;,:\ :·.~:r.:_.:-. .:-; CHIP AWAY GROUT TO EXPOSE \i i ·-:: DIP. CUT 24"DIP TO FORM , , , , PLAIN END. ' ~ : ~ EXIST ' ' I I CONSTRUCT 72"!.D.Mli INV ELEV -6.15 36 "VCP STA 21+48.60 INV ELEV -6,15 REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXISTING 30" VCP ' , , CONSTRUCT 45 LF OF 8"VCP EXIST INV ELEV -0.32 PLUG EXIST WITH CLASS CONCRETE. 8"VCP-~ "AH ..... ,. , •' ~.... .... ........... '• '• .. '• .... .;::. -.. FILL CHANNEL WITH CLASS "A"CONCRETE WHEN NEW TRUNK . > ' SEWER IS PUT INTO SERVICE. ' SHAPE SIDES TO FORM SMOOTH _/', \ FLOW SURFACE. , ', EXIST 48"ID Mli '•,. EXIST INV ELEV ' ' l -, ' " ' -IL __ lL -,,. II I II II II I! It II II U II -0.30 EXIST /::: II I 11 8 VCP 11 11 24"DIP MJXMJ CUT-IN SLEEVE WITH JOINT RESTRAINT (MEGA-LUG OR EQUAL) 24"DIP FEXPE CLASS 200 (2 FT MIN) 11 ll II_ ~..jl DETAIL ' , ' , ' ' ' ' 36 "VCP 6,, _[_· --------- ,-....___ ·PVC LINER AND GAS FLAP PER CSDOC STANDARD DRAWING S-056 INV ELEV -3. 82 INV ELEV B"S AT DROP -1.20 CONSTRUCT DROP MANHOLE CONNECTJON PER CSDOC STANDARD DRAWING S-051 SEE PLAN SHEET FOR EXIST UTILITY CROSSINGS INV ELEV -0.50 ----CORE DRILL EXIST 48"10 MH BASE<OD 1"MIN 2"MAX). INSTAlL NEW 8" VCP SEWER AND F Ill . ANNULAR SPACE WITH DRY PACK MORTAR . -REMOVE EXIST MH SHELF TO FORM SMOOTH FLOW CHANNEL WHEN NEW TRUNK SEWER IS PUT INTO SERVICE. LINE EXIST MH WITH PER CSOOC STANDARD OWG S-050. PVC • REMOVE AND DISPOSE-~ OF INTERFERING PORTIONS OF ABANOONED 27" CASING WITH GROUT ; ,,.--REMOVE AND DISPOSE :, OF INTERFERING PORTIONS OF EXIST 24"DIP AND 36" CASING WITH GROUT 30"VCP a :r: I-l- ' ' l I I ' ' ' I ' ' ' ' ' ' ' ' : EXIST 24"-DIP 90" FE ELBOWS * : STA 55+68--+ I sr a::~ EXIST 27"---._ + aw SLEEVE ( ABAN) :: q ..... _,J ' ' I ' I ' ' ' I ' ' • INV ELEV -0.63 (.) ..., <( >- I a:: u.. • I--.,. z a:: 24 "DIP FEXFE ~ fl \t.-! CLASS 200 I I ' I o o I I 0 c=1==1'1 ' ' 6'-0"11 ' ' ' ' ' ' •~• 24"DIP IN • • 36 "SLEEVE \~;=-·=·=1,;' RESTRAINED ,+. -,----1-JOINTS 1n TTI ,, -11i----111 ' , 111 111 ---I-++-----'--------- Ill lfl 111 ltl II EXIST INV ELEV 4. 18 C APPROX l .b"'-~·--_-_-_-~-""._'_-~_EXIST 24 DIP-90" __ __ FE ELBOWS* /C. _______ _ I > ' , * NOTE: REUSE EXIST 24"DIP-90°FE ELBOWS ANO 24"DIP FE SPOOL DETAIL 5 CITY OF NEWPORT 8EACH . ,,,c::;·" .c" ·~·~ Cl77J,..., ~ . ,.,, 5 -2-~ -'\5 .S214 • 2-"I -q + DEPUTY DIRECTOR-tJTI.ITES OEPMTMENT OAT£ REVISED DETAIL 1 COMPLETELY C . .J. ~-" NO. DESCRIPTION Af'PROVEO REVISIONS COUNTY SANITATION DISTRICT OF ORANGE COUNTY. CALIFORNIA DISTRICT NO. 5 DATE BD4tl/e E1 IQ/neerll ,C:, Carr::,oratton 1501 QUAIL STREET NEWPORT BEACH, CA 92658 (714) 4 76-3300 PACIF'IC COAST HIGHWAY GRAVITY SEWER MANHOLE BASE DETAILS 5-37-3 DATE JUNE 199 OOilGNEll J.L PRO.ECT IUIHAGER. DRAWWG NO, C17714 7· \\- R.C.E. DATE DRAWN J.L./M.F C1£00]) J. L ./ P .E. S. S1£H 1-I I-Gt/ ""9 Of 18 DATE