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S_5158_S
r - -• " f i r • ,, , " , ? ~ ., I l ~ ~ ' ~ " i c, ~ , r c " I I I I l I I I I -ii ,, '· ! ' ;--~ ~ ~ • . . ~., BAKER "'f ci ci !!l > r' i2 ~ ~ m V, N ~t?-i;:- :c u <I: w m z ADAMS AVE. -+---.f.l--=:::.__::_:::::__,---j--;;O'RANGE COAST ,,,_4, ! $0<::j -§5 ~ i>,-·-.. _ a ~G:,/ / ~ 0 I- t'.) z ~ -lf' ~ g :::J D :c :ls LL 0 CITY OF COSTA MESA VICTORIA COLLEGE "f/ ····: ~ CI TY i:: f-----,-,:; -i9,9 ~ 0 F l-----, ORANGE CO. FAJRGR()JNDS ~ 0« -· -Js?, ~ , IRVINE i::. ,,-;J,' ·-, q, ST. . ,:,,,'<.? . ~ ' -:\.<v:/ > t?--· UPPER •,, NEWPORT=~ BAY /1 J ITY, /~ OF I EWPO AVE j? ~ 1BEAC "-; ,:,,,": I, UNiVERSITY U. C. r, GENERAL NOTES 1, THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION, AND SUPPLEMENTS, 2. STATIONING REFERS TO CENTERLINE OF STREET, 3, EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. STATIONS SHOWN THUS [O+oO] ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 5. THE WALLS AND FACE OF ALL ELEVATIONS GREATER THAN FIVE (51 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED, 6. THE CONTRACTOR(SI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO, 5 ABOVE FROM CAL-OSHA, 7. ALL SEWER PIPE SHALL BE BEDDED PER DETAIL A ON SHEET 5. 8:;: ·:·s ', Ro··-.... _ _...__ . -. ' PUBLIC WORKS DEPARTMENT 8, VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE' MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789, ALL FITTINGS SHALL PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF THE PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF BACKFILL. PROJECT LOCATION ALe0,:--...... / ~ '/~"-' BLa " ' ~ DA . ,,.:A~"<~ --- ----~ .:::::,,, • 0-. BA -.:::.-~~~ "-2::~~~=:..c:,, Pr:;CJ ...,___~ 0-INDICATES A~E~ FI C oHOWN ON LOL,, i [ON Mi'\P VICINITY MAP DC[AN I "-~ ~. REDUCED SCALE '" -::::--.:: .:::S.., SYMBOL LEGEND ABBREVIATION • 'cf D POWER POLE MANHOLE FIRE HYDRANT METER BOX -----0-----VAL VE POWER POLE ANCHOR /j, MONUMENT -x-x-x-FENCE BLOCK WALL .La La .La .LLL 1-I TREE SHRUBBERY ASPHA.L T PAVEMENT BRICK WALK CONCRETE ~1L/./~ BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---Ii_---CENT ERL !NE ----S---SEWER LINE ----W----WATER LINE ---G-- -GAS LINE --E--POWER LINE -TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM STREET LIGHT -,,-SIGN AC AB ACP APP'D AVE BC BCR ~IP CMP CONG CONST DIP DEPT DWY DU E S'LY EC ELECT EX FE FL HOR INT INV LF MJ N N'LY NTS PCC pp PROP PVC PVMT RCB RCP RT R/W sea SD SECT SHTS S'LY SMH ST STL TR TYP VCP VERT w W' LY ASPHALT CONCRETE AGREGATE BASE ASBESTOS CEMENT PIPE APPROVED AVENUE BEGIN CURVE BEGIN CURVE RETURN CAST IRON PI PE CORRUGATED METAL PIPE CONCRETE CONSTRUCTION DUCTILE IRON PIPE DEPARTMENT DRIVEWAY DUCT EAST SOUTHERLY END CURVE ELECTRIC EXISTING FLANGED END FLOW LINE HORIZONTAL INTERSECTION INVERT LINEAR FEET MECHANICAL JOINT NORTH NORTHERLY NOT TO SCALE PORTLAND CEMENT CONCRETE POWER POLE PROPOSED POLYVINYL CHLORIDE (PIPEI PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RING TIGHT RIGHT-OF-WAY SEWER CLEAN OUT STORM ORA IN SECTION SHEETS SOUTHERLY SEWER MANHOLE STREET STEEL TRACT TYPICAL VITRIFIED CLAY PIPE VERTICAL WEST WESTERLY on TRANSITION OR FLEX COUPLING (8) LOCATION OF SOILS BORING. (SEE SPECIFICATIONS) CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA'GAS COMPANY SOUTHERN CA.LIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILJTJESI COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT P.B. DISPATCH NUMBERS 880-427-2200 895-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 1-909-359-2175 RIV□ 1-w w 0:: 1- (/) D .r::: + r--...., 1-w w O' .... (/) ,C +- U) "1 w~~u ~~w~@~u ~~it~ ~~w~~ u¥ui~~ ~~~~i©~~~~u ~~@J~©u C 3 1 1 1 APPROVED: DATE: {0 ·(0-% R.C.E. 16791 APPROVED: UTILITIES MANAGER R.C.E. 25553 ALTO BID SCHEDULE "A" -ALL SHEETS BID SCHEDULE "B" -SHEETS I THRU II AND 15 AVE. 1-w w O' 1- (/) 1-w w 0:: I- V) 1-w w 0:: 1- (/) 1-w w 0:: I- V) @DENOTES SHEET NUMBER LAKE AVE. BALBOA 1J ,C TI C + L N ID "1 "1 "1 ,<) I-I-w w w w 0:: 0:: I-I- V) V) £ £ +-+- 0 en "1 N BLVD. 7 I-w w 0:: I- V) ,C + ll) N I-w w a: I- V) 11. PRIOR TO CONTRACTOR PERFORMING MOOIFICATIONS ANO REPAIRS TO THE C.S.D.O.C. MANHOLE STRUCTURES, CONTRACTOR SHALL OBTAIN A PERMIT AND ASK FOR INSPECTION BY C,S.D.o.c. CONSTRUCTION DIVISION AT (714) %2-2411 EXT. 5113, 12, ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRILLING, ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES PERSONNEL. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE. DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANORJLL AND VIDEO, PRIOR TO ACCEPTANCE, 13. WHERE SEWER LATERAL TRENCHES ARE LOCATED WITHIN 5' OF EACH OTHER, THE PAVEMENT SECTION BETWEEN THE LATERALS SHALL BE RECONSTRUCTED, 14, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ROAD CLOSURES. AT (714) 644-3106. 20, THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS lN ADVANCE OF PERFORMING ANY WORK, 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB ANO GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE ANO COMPARABILITY WITH EXISTING CONSTRUCTION. 21. SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 0 0 0 0 0 @ (0 @ @ CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SDR 35) SEWER LATERAL AND CLEANOUT PER CITY STD,-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR ro THE NEW SEWER MAIN. BACKFILL. BEDD[NG AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3;s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEODJNG. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO lNSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN, INSTALL 8" PVC GRAVITY SEWER PIPE CSDR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. SEE DETAIL A SHEET 5. REMOVE ALL EXISTING JNTERFERRJNG CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVlTY SEWER PlPE TO EXISTING MANHOLE PER CITY STD-401-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXlSTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITlONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE, TO EXISTlNG PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL, REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L, INSTALL 15" PVC GRAVITY SEWER PIPE <SOR 35). BACKFILL BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5: SUBSTITUTE 3,a" CRUSHED ROCK IN LI EU OF SAND FOR PI PE BEDDING. REMOVE EXISTING VCP GRAVITY SEWER PIPE AS REQUIRED, REMODEL AND REPAIR EXISTING 60-INCH DIAMETER CSDOC MANHOLE BASE AND CONNECT 15" PVC {SDR 35l PER DETAIL (1\ ~ REMOVE EXISTING MANHOLE SHELF AND RESHAPE EXISTJNG CHANNEL TO FORM SMOOTH FLOW CHANNEL. LINE NEW CHANNEL WITH PVC LINER. APPLY TO EXISTING CONCRETE BY MECHANICAL MEANS PER SPECIFICATIONS. JOIN PVC LINER TD EXISTING PVC LINER, CORE DRILL EXISTING MANHOLE BASE (OD +1" MIN,, 2" MAX, J INSTALL NEW 15" PVC AND FILL ANNULAR SPACE WITH LOW SHRINKAGE MORTAR EPOXY GROUT. REMOVE AND REPLACE EXISTING MANHOLE PER CITY STD-401-L. GRIND EXISTING A.G. PAVEMENT 11,{. 5' FROM GUTTERS AND JOINS. PLACE 11,," A, C. CAP AS SHOWN IN SHADED AREAS AND RES TR I PE AS NECESSARY. SEASHORE -=c:=J ~[] □□ DDDDDDDDDDDDD SHEET SHEET INDEX GRIND EXIST[NG A.G. PAVEMENT 11,2" IN ENTIRE SHADED AREA AND PLACE 11,," A.C. CAP AS SHOWN IN SHADED AREAS AND RESTRIPE AS NECESSARY. DESCRIPTION SHEET DESCRIPTION TITLE SHEET 9 PLAN, 30th STREET 10 PLAN, 30th STREET STA 60-+-02.00 TO STA 62+£S,00 2 PLAN, 24th STREET STA, 10-+-02, OOTD STA, 12+95± STA, 62+99,00 TO STA, 65+52,00 STA. 70+o2.00 TO STA, 72+64,98 STA. 80+o2,00 TO STA, 80+77.00 APPROVAL RECOMMENDED: TRANSPORTATION AND DEVELOPMENT SERVICES OCEAN A30 LOCATION MAP NOT TO SCALE FRONT A29 A28 APPROVAL RECOMMENDED: BASIS OF BEARINGS: RCE 22045 CITY ENGINEER 1 RCE 24967 THE BEARINGS SHOWN HEREON ARE BASEO ON THE BEARING N35°43'52MW BETWEEN O.C,S, G,P,S. CONTROL STATION 6301 AT BALBOA BLVD, AND 267H STREET ANO STATION 6287 AT BALBOA BLVD, AND 38TH STREET, A27 3 PLAN, 25th STREET STA, 4 PLAN, 27th STREET STA. A26 A25 A24 5 PLAN, 28th STREET STA, 6 PLAN, 28th STREET STA, 7 PLAN, 29th STREET STA, 8 PLAN, 29th STREET STA. BENCHMARK! J-782 ELEV. 4, 74 RECOVERY NOTE BY NATIONAL OEODETJC SURVEY 1969 AT NEWPORT BEACH, AT THE INTERSECTION OF NEWPORT BLVD.AND 29TH STREET, 7,4 METERS (24,3 FT,) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF NEWPORT BLVD .• 7.1 METERS (23.3 FT.) NORTH OF THE CENTER OF 29TH STREET, 6.4 METERS (21 FT. l SOUTH OF A UTILITY POLE. 2 ~TERS <6.6 FT. l NORTHWES7 OF A FENCE CORNER. 1,7 METERS (5,6 FT, l WEST OF A FENCE, 0,3 METERS 20-+-02,00 TO STA, 23-+00,00::t 30-+-02.00 TD STA. 33-+-00 ± 40-+-02.00 TO STA 43-+-07.12 43+80± TO STA, 44+90,42 50-+-02,00 TD STA, 53+79,22 53-+-09,22 TD STA. 56+44-22 DATE BY ( 1 FT. l EAST OF A CURB, O. 3 METERS ( 1 FT, l ABOVE THE LEVEL OF NEWPORT BLVD., SET IN A CONCRETE MONUMENT THAT JS 0.03 OF A METER (0,1 FT. l ABOVE THE LEVEL OF THE SIDEWALK. 11 PLAN, 31st STREET 12 PLAN, 33rd STREET & STA, 82-+-06.30 TO STA. 84+21.30 13 PLAN, 34th STREET STA, 90-+-02.00 TO STA. 91+36.00 & STA. 92-t<14.47 TD STA, 94+81,SO 14 PLAN, MARCUS STREET STA, 100+o2,00 TO STA, 100+99,63 15 PLAN, 32nd STREET STA. 11D-+-02,00 TO 110+94,90 C-3111 DESCR I PT! ON APP'D S-5158-S REVISIONS SHEET 1 OF 15 • • • • • • • I ;/ SCALE: 1 "= 20' STA. 1 o+oo. oo i EXIST. LIMIT OF CONSTRUCTION STA. 10+-02.00 6 .-,--------------------{ \ \ o_ Ll > (,"":: 'Xl I 107 t \. C - (1) ~ 7.8 (2J 2~,1~1 I 3 (4 .X.5; CONSTRUCT 8" PVC SEWER PIPE 10 r I I 2 ' I ' 1!0, {-';;, 1 1 0 24TH 11 9 I I 1.-b I© I ' I ~--' ' ,-____J L, tr C ,, ' f ,I 2 • ' : !---'-\ ._· '_c__,I © ·c· • \Cj 1.1 8 120 122 STREET CONSTRUCTION LIMIT OF STA. 12+95± 7J-----------------, "" r -i f :I ® tt u ,, j I I 2 10 10 121, 126 4.86 l.G2 "---./ ;·,, BALBOA BOULEVARD i 1/ ,, ,!! j 5.6 I I I ~./ ' I ' ' I I I /: ,I ii i: Ii ,/ 1, 1, ii ,, ,: ii I: 'I ~-8 -t C II /I ii 0 /I ,, i :1 '/ i ii ' i I i I/ " I i! i Ir ' I ' :) . I ' I u I I I/ I ,, I :1 ' I " I ' ! 0 0 0 0 0 ' I - CONSTRUCTION NOTES INSTALL NEW PVC C4" OR 6", SDR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-4O6-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A SHEET 5: SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-18O-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. INSTALL 8" PVC GRAVITY SEWER PIPE CSDR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A SHEET 5; SUBSTITUTE 3,e" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW STD-41O-L; GRAVITY USE PVC SEWER PIPE TO EXISTING GPK MANHOLE ADAPTORS. MANHOLE PER CITY LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. I C-3111 APPROVED \ (11 •• )-,;~I ./ d= d --· WEST NEWPORT BEACH U)ILII l[S_J;.!GINllR 46214 ' I . R.C.E. NO. -==- DATE DY DESCRIPTION APP'D DESIGNED DRA\o/N J ~· ·--l--------------------~--+-----M_.J_._S.+ ___ A._C_A_S_fA_N_07N REVISIONS CHECKED D.B.E. DATE 8/96 SEWER MAIN REPLACEMENT PROJECT 8" SEWER MAIN 24th STREET. STA. 10+02.00 TO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STA 12+95± S-5158-S SHEET 2 OF 1 5 • • • • I I SCALE: 1 ";; STA. 20+00.00 i EXIST. SEWER MH --. 20 c..:: z 0 u I ~ L __ 7 .S:J e.::::2 LC (_J > (F, •XJ l/) 'D 'I 11 ' I I 4_ LIMIT OF CONSTRUCTION ,-.;;=--=--=----=----=--=--=---.....;=--=--=--=--'---i 6 STA. 2o+o2.oo 1 09 1 1 1 106 21 0:.0 CONSTRUCT 8" PVC 11 3 I I I _,..rrr,,,_! -f~~---}, 1 1 5 25TH 22 SEWER PIPE :- 1 21 10 ._ ___ __J ' STREET @ 7 ,..:L=--lc...:.M:.:...:l'-'T-----'=Oc.._F---=--C O:=:.cN..:.:S=--T:....:.R.:..::Uc...:C:....:.T....:.1.::::0:....:.N--. STA. 23+o0 ± 123 : 29 U IP. T 7 " ,:;/ , I ' I ' i I ! I ,;\" 0 -1- \11 N 2 () ~ r-en 1 BALBOA BOULEVARD . _, [l_ If) ,,_ . ' I I ,, " " I ' I I ' I ,, 11 i ' 'I I ' i I I ~: ;::_ '-'•-' ! t,.4 i -+,.._ I "'-ct. 1N ! , N2l ?0L5? .0,4 , __________ --------------·---- EGWJ 0J4 :3.E!4 S.5 0 0 0 0) @ CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD,-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A SHEET 5: SUBSTITUTE 3,e" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. INSTALL 8" PVC GRAVITY SEWER PIPE <SOR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A SHEET 5; SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, REMOVE'ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. FROM STATION 19+96 TO 23,04, ENTIRE PCC STREET OUTSIDE TRENCH AREAS SHALL BE REMOVED AND REPLACED, SEE SPECIFICATIONS AND BID ITEM NO. 7. I C-3111 APPROVED f 1 i------+-----l-----------'--1Avf I ij' I A,.., ... oi~tFi 0--- WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT , /R.C.E. NO. 46214 ' DATE BY I JESCRJPTJON APP'O OESJGNED DRAWN MJS A, CASTANON REVISIONS CHECKED DBE DATE 8/96 8" SEWER MAIN 25th STREET, STA. 20+02.00 TO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STA 23+00± S-5158-S SHEET 3 OF 15 • ' -•i-•--- r -·-I +---- ,----- -, --- ,. t - . _-:~-1--.----~ -'··,--➔ + ---__ _.! --:;:.: i-)-~ 1.: •• ------~ -: -•-·-•-----, • I ----'-'-_ 1_ 1, :_r--------r -~----1.:....t--~------+-----1---:::..:::t-"----J--,------.l ----.. __ __, __ 1_-_: __ .__~_ -------•I----7 I j. I.~ ,--~-------• ---.,_ ____ _,__ ~ '-+-·-,-_,_ .,. 30 31 32 33 SCALE: 1 "= 20' _j --~--- STA. 30,00,00 i EXIST. SEWER MH \ i -7 I LIMIT OF CONSTRUCTION STA, 30+-02,00 ~---~-"------------{ 6 107 109 1 11 106 108 110 c4 xs: CONSTRUCT 8" PVC SEWER PIPE 11 3 1 1 5 '112 1 1 4 11 6 11 8 27th STREET 120 122 LIMIT OF CONSTRUCTION 7 l-'----'-----'----------, STA. 33+-00± BALBOA BOULEVARD 129 ~I \, i i ' I s.6 I I 126 128 :r: G__ (..{j <L "-JN I r•J?l7~449.53 / E6050t4-'l.94 I I 5.6 0 0 0 G) DATE BY CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SDR 35) SEWER LATERAL AND CLEANOUT PER CITY STD,-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. INSTALL 8" PVC GRAVITY SEWER PIPE (SDR 35). TRENCH RESURFACING PER DETAIL A ON SHEET 5; ROCK IN LIEU OF SAND FOR PIPE BEDDING, BACKFILL, BEDDING AND SUBSTITUTE 3,s" CRUSHED REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL_ BANDS, FERNCO OR APPROVED EQUAL, APPROVED C-3111 WEST NEWPORT BEACH DESCRIPTION APP'O DESIGNED DRAWN MJS A. CASTANON REVISIONS CHECKED DBE DATE 8/96 SEWER MAIN REPLACEMENT PROJECT B" SEWER MAIN 27th STREET, STA 30+02.00 TO STA 33+00+ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-515B-S SHEET 4 OF 15 ➔ • • 41 LIMIT OF CONSTRUCTION ,...=.S-'--T A'-'-'-. _4c.c0c...+o.=2.c...' -=-0-=-□---------l 6 7,9 C ,_ 0 " 1 " f\ 1 • 1 '" u ci --i_~~ Jj_\ - ----------z 0 2 L.) rt) !} ' IG) F,](i -IG) J~ 106 0 110 1 1 2 STA. 40+□0,00 i EXISTING SEWER MH • • 42 CONSTRUCT 8" PVC SEWER PIPE 5 .=-c==-'--=-=-.c.--'=------'--'--=--=--=---=-'---'-....;..;-='-(, 4 l 1 21 L ! ! . IGY ft \ ® 11 4 11 6 118 28th STREET LIMIT OF CONSTRUCTION 7 STA, 42+75± i -' I 0 ' 00 123 I N ' I ' IG) 11 IG) G) I -----------~ + ,r-· ------"--·- j --; J I 2 : I : I ; I © I G)i IG) 122 i 1 24 43 4 □ \,y/ ,, I ." !j I . ' I I ', I I I I I ' FOR A.C., STREETS, OVERLAY ENTIRE SECTION SHOWN WITH 111{ A,C. OVERLAY. GRIND EXIST. STREET 5' MIN, FROM EACH EDGE OF GUTTER OR CURB FACE TRENCH WIDTH EX. PAVEMENT NOTES: 1, TRENCH WIDTH SHALL BE O,D, + 12" MINIMUM, OR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING . 2 BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM. 3 WHEN THE MAXIMUM TRENCH WIDTH 15 EXCEEDED, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT. ---T . ' C-TI --g 7 ,qc-. _J: -:-: "" 1--_---L j,'\J,_)'s}';VVVVV'v',,,v"vv"-xxvvvxxxxf./x; X . . . -I ~ 4, BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2,1, EXCEPT THAT: 5.9 l-~~f\\~'~,~~wffVI//////////////((/ (.(~ ji//,1~ ,; '!IA • N~TE J 6 ro \VI/\\Yll,\Y NOTE 6 :: '--:0 • • • • · · • · • ' \ 1' MIN. • • 1 • • ·:·: -::•-:--~,-::TM~~VEMENT SURFACE) (Al CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (AT PAVEMENT SURFACE), -~:_,~.,:..;-~:-.c:7 --~=========--+ REPLACE WITH 1" THICKER -_ .. : : :z •. :: .-: : '.-:-:_-'.·I (Bl HAUNCH BEDDING SHALL BE HAND TAMPED TO 90"/. RELATIVE COMPACTION MINIMUM FOR PVC, RPM, A,C. SECTIONS. THAN EX. A,C. lJ 1:-._-·.:_·_·:s;_-·.:_.-_·:-·.::-I SECTION ( COMPACTION 90"/. MIN. ) Ill;-:.:_.:-: : -: ;~ -:-: '. -: :-. '.--: :-1 REPLACE P.c.c. SECTIONS WITH lh ••. -~ ·..•. . . . MINIMUM OF a-INCH SECTION. ___ Hll 11 v: :-:-;J/_-~ : ._,. ___ 1 i------6" MIN, :r: u z ::, ""' :r: C!) z Cl Cl U.J ro HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS, WHEREUPON THE REMAINDER OF BEDDING (ABOVE- SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL, 6" MIN. :·:--'-: '-JI ~)·:-·:) 0. D. (PI PE BARREL l i1tt1t: _ -: _, ·-\~~ I _-_---,_ :-t11-tttt--+- l·: _ -J: _~ 1/._-;:_.1 L J: _: .--:.;;--<%:~·="'=· =· =-:. :::1· 5, TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250, 6, IF MAIN LINE TRENCHES RESULTS IN PAVEMENT WIDTH OF 1 :. -·: : : . ,-•. _.: • : • :. -. • 1 TRENCH SHEETING OR SHORING,~~ ~A~~ ~l'fm'A-V/ll- lF USED ~ 0.4 O,D. UNDISTURBED SOIL, TYPICAL ~ • <J) DETAIL A N.T.S. I ;/ SCALE: 1 "= 20' DATE BY 0 0 0 0 G) 5' OR LESS, PAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER. Cl w a.. 7. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT ""' :r: SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,5, EXCEPT THAT: 1/) (Al ASPHALT CONCRETE SHA.LL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. CB) APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD,-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L, CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN, INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANOS, FERNCO OR APPROVED EQUAL. I C-3111 WEST NEWPORT BEACH DESCRIPTION APP'D DES:GNEO DRAWN MJS A.CASTANON REVISIONS CHECKED DBE DATE 5/96 SEWER MAIN REPLACEMENT PROJECT 8" SEWER MAIN 28th STREET, STA. 40+02.00 TO STA. 42+ 75± CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5158-S SHEET 5 OF 15 • -• I I SCALE: 1 "= 20' + + 7 I I I I I STA. 43+o9,12 ff_ EXIST. SEWER ASPH. LIMIT OF CONSTRUCTION 7 r-S::-:T::-:A:-.--c-4=-3 +8---:ccOc-±-------~ 0 5.9 MH C B.ALBOA BOULEVARD (4 l 5~ CONSTRUCT 8,, PVC SEWER PI -- 44 ASP!-!. 28TH 0 co STREET 45 LIMIT OF CONSTRUCTION r-=--------------16 STA, 44+90.42 I 5.!J'' ::,,9 NEWPORT BOULEVARD 6.0 I ' I 0 0 0 © CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-4O6-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL. BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,e" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-18O-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN, INSTALL 8" PVC GRAVITY SEWER PIPE (SDR 35), BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY DETAIL A ON SHEET 5; SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED, CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-41O-L: USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. GRIND EXISTING A,C, PAVEMENT 11,z'' IN ENTIRE SHADED AREA AND PLACE 11,{ A,C. CAP AS SHOWN AND RESTRIPE AS NECESSARY, C\PPROVEO ' 1,,.,1 , UJIL!TIES)'"~>~EER 46214 I C-3111 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT 1-----+---f-------------------~-+---~ I \..,/ R.C.E. NO. -=~-8" SEWER MAIN DATE BY DESCRIPTION APP'D REVISIONS DATE l• -"I-'\ Go DESIGNED DRAWN MJS A. CAST ANON CHECKED DATE DBE 8/96 28th STREET, STA. 43+80± TO STA. 44+90.42 CllY OF NEWPORT BEACH PUBLIC WORKS DEPARTMEl'IT S-5158-S SHEET 6 OF 1 5 ' • ------,------=--t=--:::--=-=--· ~--•----~---,-·--' ' -_.i.:.:....: ... l. .. .:.. ... ---..---•, ---L-; --,------~--.. :· . l--, , ___ ,_ __ _l-:_--:: __ -: I I SCALE: 1 "= 20' L_ ' ~ -----------· 7 ' 50 U. ,:_ _J > (fl '" LIMIT OF CONSTRUCTION STA. 50+o2,00 ~----------------!6 51 ( X ,CONSTRUCT 8" PVC SEWER PI PE 4 51>-------------------~ -- : i I 1 1 5 : I ~I -~10 ,,~---~\:::,) 1 1 7 2 123 _L 52 i i 1------'10! I 2 ' ,- SCALE: HORIZ, VERT. 1 "= l ' ' -' 4' 53 --!-1------------------------------------- CT) ' -----½-----------------------. --- 106 108 11 4 STA. 5o+oo.oo i EXIST. SEWER MH ----- ---f--------~ - ---------- 29th STREET ....... --I• _.----, ' I , 2 I ,_ :1 1'3'il 1 10 1~---~\:::,/1 ~---~\:::,/ 2 ,.J 1 2 -4 125 I 128 LIMIT OF CONSTRUCTION STA. 52+79,22 7>------------------~ l ' ' ... .,. .... :L ,--' ' . .).. ' .. ' f--- 54 BALBOA BOULEVARD t; 7 -+ 0 -:; -------------~----...... ---------- ,, ' - - --)<- C X l i DATE r ,.{--J.--....,....,l---r--------f-! i ⇒ - ',' ,, 11 __., " --y:-- L.c=,--= ..... _,,,-'--.,..,=-R-~=,-• BY - i ' ., DESCRJPTION REVISIONS 0 0 0 0 © 0) r ·i ;--.. , --" l -1 -' ' ·-:-f ·:--... : --1,- -~-. __ -__ ~L - - -..... _. ! ---.1~ .. -~:_------'------~-+--· - ", ___ :!_ :-~{~~;i~:_-J=~~t CONSTRUCTION NOTES INSTALL NEW PVC (4" DR 6", SDR 351 SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR BACKFILL, BEDDING AND TRENCH TO THE NEW SEWER MAIN, RESURFACING PER DETAIL A ROCK IN LIEU OF SAND FOR ON SHEET 5; SUBSTITUTE 3,a" CRUSHED PIPE BEDDING, LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MA IN. INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 35), TRENCH RESURFACING PER DETAIL A ON SHEET 5; ROCK IN LIEU OF SAND FOR PIPE BEDDING. BACKFILL, BEDDING AND SUBSTITUTE 3,a" CRUSHED REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS, LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. I APPRCVED WEST NEWPORT BEACH C-3111 SEWER MAIN REPLACEMENT PROJECT DESIGNED DRAWN MJS A.CASTANON CHECKED DATE DBE B/96 8" SEWER MAIN 29th STREET, STA. 50+02.00 TO STA. 52+ 79.22 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5158-S SHEET 7 OF 15 ' ' , -'-. . 8 V -4 53 I I ; SCALE: 1 "= 20' SEE SHEET 7 .•. ------~f .... ------------- ' " , BALBOA BOULEVARD STA. 53+<17.22 i EXISTING SEWER MH ' -~··r ··--·• ' " ----,--l~ • -' -· "' ' I ! ,. j -l ·-_., 1 ·, ' --.. -----. -L ' 1 8 ' " t '' " " ' "' ' -• z a .. ' ' -. -· " ' 1- ' l . . . , -_, -, ' , ··•-----,---· ,. __ ' -J ----l- 1.. ,. . " ' --• ---i ·-'',, -·---. --....,. --•·· ,_ -' -' l ..__ ----· ___ , • -T .. _, ' ' ---•--·-- "" ' --- -t -; ' ' , , -.. ' .. I " ' . ' ' , l j, ' ' ' ' . L ' ' •• C . . . f --- ' ' -l<oL------1------------1--.;;.C..;;O;..f-..;.~c.;;._,..;.T_R_.U;;.'.;;.C_T_c.;;;;-_4..;9'-+.;;;;L_F_.;;.8_''_P......;.V..;Cc.-.;;.S..::E,._W_',E;;;._R;... +'-'-!.;.P..;;E;_, r -----------------•-t . ' s, -0 IO IO N IO N L-.CL'-'l_Mc.c.l _T _O=-F--'C"""O'--N--=S __ T-'R=U-=-C _T """I □~NC--{ 7 STA, 53+95.22 29TH ' i 55 SCALE: HDRIZ: VERT: 1 "= 20 1 1 "= 4' CONSTRUCT 8" PVC SEWER PIPE :sx4 2 STREET 10 ~-~ ' t ' , ' ' ' 0J 56 . 56 I LIMIT OF CONSTRUCTION STA. 56+44.22 I --,.__•,-,_ 8 NEWPORT BOULEVARD " -'------·, ' CONSTRUCTION NOTES --·--;: (i) INSTALL NEW PVC (4" OR 6", SDR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. ' ' - 0 0 0) LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. I NS TALL 8" PVC GRAV I TY SEWER PI PE ( SDR 35 J. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TD CONCRETE PIP~. CONNECT NEW GRAVITY PVC SEWER PIPE TD EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNC0 OR APPROVED EQUAL. REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEAN0UT PER CITY STD-400-L. I C-3111 1---- 1 ~~~-·------.-----_ .. -... -=----+-.,-.--l. ;PL~·-_ j ~r NO. 45214 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT >---+---+----·------------------+---! ' ,/ I DATE ·lo-"l-"11:, 8" SEWER MAIN 29th STREET, STA 53+09.22 TO STA 56+44.22 I ,---+---~·-"'-----·-----------+----t------,-----+---------------r--------1 OATF I BY ! DESCR[pTIQN APP'D DESl3NEO DRAW, MJS A. CASTANON REVIS!QNS CHECKED DBE 8/96 CllY OF NEWPORT BEACH PUBLIC WORKS DEPARTMEW S-5158-S f-----,_, __ _, SHEET 8 OF 1 5 • 8 4 V I II v SCALE: 1 "-20 1 STA, 60+00,00 i EXIST. SEWER MH :r :::e cs' 0 0 . <( ;::;: f-~ (/) a:: 60 " , --• . .,. I . . . . \ .. - -. 'i : . -; /EXISTING Fil~ISHE, SURFACE , OVER Ci OF PIPE CONSTRUCT 26~ LF B" PVC SEWER PiPE ·----=-+-·;;;;.__c_ __ _.c.._;;.= ___ --+-------·---·--+----I LIMIT OF CONSTRUCTION STA. 60+02.00 ,--~~~~---------l6 . •. "l 10 -"' N N , ... _1 __ 10 61 i l 62 CONSTRUCT 8" PVC SEWER PIPE~ I _1 __ 10 _I __ 10 .__I _ _,10 I.__ __ 10 ,_I _ _,10 1.____10 l.____10 1 't: 30th STREET \ ~EXISTING 8 11 PVC SEWER PlPE SCALE: HORIZ. 1 11= 20' VERT. 1 "= 4' 63 LIMIT OF CONSTRUCTION STA. 62+£5.00 ,----------------17 I 63 BALBOA BOULEVARD . . 0 ' ' ' ·"'1 :::;: : I I I 0 0 I • I I ,: I I I : ) 64 st;H~E~7o7 nA-:-E s 0 0 0 0 BY ' -J - ' • j 1 , -~ . -I - ! -r ' ' -+- • : -- ! i--' -· '-~ , . : I • - -1--- '. i i • -; ' - I . i 1 ., ... '. .:. -: -. ' ' -· i •• f- : .. ' - ; i ----1-------· _,_ .. ..1. _l_ __ ' •· --i -: -, . \ • ----l -I • - :-: CONSTRUCTION NOTES i ' L ' • -~. --• . ' . ' • j_ t- ,_ -' -- • --; INSTALL NEW PVC (4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5: SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. INSTALL 8" PVC GRAVITY SEWER PIPE (SDR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5: SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. . - -i -J .. - -' REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TD EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. APPROVED • ·• • ' • '. l ·;-'' --. ----r • ' - l l I C-3111 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT ---------------------- B' SEWER MAIN 30th STREET, STA 60+02.00 TO STA 62+65.00 OESCRIPT !ON APP'O :J[SIGNEO ORA,N MJS A. CAST ANON S-5158-S REVISIONS ml[ R/% CITY OF NEWPORT BEACH PUBLIC \\ORK$ DE:PARHAENT SHEET 9 OF 15 • -----,_ ..---+ -'--l-----'_, + ....____ __ " ---, ----i-+-• ' _,_' ,_ _ _J_ _ _. __ • -~-------___ ,_._ ~---------;-----··<---• • -' T:, -~ , .. • -l -, • · t-_.,____ ,-· -1 t ~ -_, ---~ --: -~ 1--t-··! -, L · .L • r -l,.......t -t •i 1 i_-·::r-::r _,_ -r---•· --1-__ ,_ i••-1··--·--·--__ .,.___t 1--• ..I-,-. -t ---:-1. ,,1,_-__ j::--~-~-~ a\-..--:r· .... _, !· i 1 • t _,' ' 1--'. -r I~--'t-----, -~ j. ••1 • :j_' l 1 -··1•-.:..+ ---i--' I -1---i-~, I -t -, J-1-1 --' _Jr -'t---r---l--~ -•+ --~ ·+-... ------t·· +-=l r--'~,.----·--r -j-I f--t---t-1---.!------+------__ ... --::.--=;--=---:---t-, l--~r-:: .. t·:: __ :·{--L:--, J-, ·+-=1-··;-t-:--r: ___ L·::·t=-t=--r=1 t-=:1_:_-.::1=---1-➔-t 't·t..: >-::· ::--::-:·-=-_,-exf.s:rrrtJG'f~ttSt."SURFA:tE-r-~=-t~-=----i-::::1:.t 1 --i ,_ J_ t:-·l 1--~·-1..-t· __ .,..:---ti):1.··_·-[_---j:_J::_:.t:J-4 -1 -'-~ -1.i-:.,,_-~_1--H -~!--;·-•--i--i -r:::c.::-i:-r--=-.:'.:.-~~L:-=--i=----=--t----1~:..::1--.:-r---:-~ .. --:-➔-::-.:._;... ___ __, __ .;: ______ , ___ +-------t---- _---~~~--=~~ -t _-;_ -~; -;-__ -; ---.. _ -" • --1.-- : _<;. ~-. ~ --~!----_ f-:0:-1 -; 1...:· t--:i-__ T::~.. -: - _ _, --_ ·-=-r---7 I~ -: ··=::.. -----_-~ -= ;.: r :-·t-17 --_--r-~-3--.;-. -~---~[t---] -~ t: _-f ~ I r ~ _ _.: : -_ -1 1 -t -1 :__j -_--q-_ ! -y--~--~---; -.l.--~ ~-::1-----_-r-: j 1 --1-. -t ~ t_~!-V) f-· J~-; -~ ;-::-~ ~---1·_--e _---r---r-· 1 --T--J~-~--_:. ~ ~ J J·· -_ L -_--; .: r -.. r:--t --_--+ -~ _-f--i: -.:.t:_ --r :r -+---:::.-.=_.:-= ---=-:t-.·=-=t-~-= 1~:'. _4---i-i ---!__:._:-; --_: 1---.+·-_ -=-..L:::~i-":.-:.~_-."C.-. X--_--::}~: T .:.-=:.t-:-_-:7----~ ---4--! :j ___ L_::1_-i-t--t--l--'. -~ -I;'\> -L~L-=t ➔------f---±--1-----,-➔' -j'. ' -0VE __ r.!Jlr,_IP.,_ITNE_ --~c--_, ,-r-'C _-,_,_. 1-_1_ , ___ , __ --t----"tH.2:i ____ ,_, 1-1-a"---t----•----l---,~--J.--,----~----l---L----➔--=l--,~T-,-i 'T . __ ,_-1--1--f--•--,--f---_-_L_-=t--c-c~t------+'·-~=l ~ -·----:_Q_'----4-'---_..,.. --,--,--•·-t• ! -+. -_:j_-·'--•--•--_..i. -•--4~....----.-------1----i:-:-+ . -·• r· ·--.t._-s--, _ _,_ :t --,. 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'_-. : __ r,_:=_ ~:-.L _-; _--1::::...1=--:=.. .. 1::-_ .L.:.:.. _:;: ~----+---l-_ ~ --i -~ -1-~=~-t------~ -r -j --:-----r ---,-..... -r -----..::.=-::.; -r=-_-::. _:.._~-t~.::-~--=-_J·~-T ---l _--~-=-... =-:::-~ -f -L-,-------•--r -+-_t __ ,___,.L_ --y--:l---L_1_--, ___ r·--+----=l'--TI-~--~=:-=:-.=.➔--~-E--t--==----~--::l------·------•----------+--• -l-4 ·:r.:•------.=;--+----"--=--=±-Jc ______ , __ ---;:=.·----'--------,-,-Ci---;-.;;:--;--• -: J_ r---, -_,-__ ;---,_--,-:,-,---~+-~ t-__: r-l ' ' 1 -i 1-·-• -➔ -,t ______ , ____ , __ , ________ ,_ r--· --1 -1-f __ -_i:-c_, -• •--1----l--·-fc r _,-. -___ ,:c_:__- --:44~ _,_ ' -,, ••. _._ ·.1 -·- ' -----•. --; . --• t---:1 _-_--_:-_ -_ I -, -!- _,_ r r C :f·=:-1-=-'.' -). -< --i.:.::· 1 - • -i:"_ --~-~·~~-! • _, I" -~ l --j_ -_ ,_ ----/ ---+--· ------- I ;j SCALE: 11/= 20' 0 0 G) BALBOA BOULEVARD I I .I ! 0 \ I \ 63 \ I \ ~ [ I I I • II-+-~ L I \ -n ' 17 1G): 1 \ *---011 1O-1---~r::, 10 ! 1 - 1 r '\\'J 1 I ~ I I \ l ,-r,;;,~ \ , CJ:) J-___/ ~ i I _____ _/ \;' \~ • -~-__ I I _ _ _ ~ ; 64 65 ,..:Cc.::0;.;..;Nc::.S---=---T'---'-R-=---UC-=--T.;..__;8e-'_' _P-'-V...::.C_..c.S=E W"'"'Ec;..R_P"'"'I_P.ccE--{~ 5 X 4) LIMIT OF CONSTRUCTION ~-------------------t B STA. 65+52.00 ASPH. 2 + n '-~'--...___ .... ·-~---1 1 • ~-1-____ --• 1 -•--------j_ r------------~--------------1--r_ --------1,_ ----, ~ ----~ ---~------------------11---~---------------------------I i EXISTING MH STA. 62+-67-00 0 ASP!--!. 7.2 <t HH. N21710Gl.70 ef -------------- ll) N I l CCi'JC_ I I -_D __ 7;_::i;=-=--::_::.i_: , / I I I in ---,-----,------+ I i• 0 7.0 ,_0_+1:_,0~10 I f-0_+_'1_l~l0 l l __ r--------' LIMIT OF CONSTRUCTION L-=..::..__::_ _ _::_ _ _::_::.._ __ ----'----------17 STA. 62+99.00 30TH STREET CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SOR 35) SEWER LATERAL AND CLEAN0UT PER CITY STD,-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FDR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TD INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. 0 G) INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 35). TRENCH RESURFACING PER DETAIL A ON SHEET 5: ROCK IN LIEU OF SAND FDR PIPE BEDDING. BACKFILL, BEDDING AND SUBSTITUTE 3,a" CRUSHED REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE ---- r ,. " I ,. r ---------.-· !.....------- ----~~/ r TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNC0 DR APPROVED EQUAL. l---+----+-----------------1-1---l CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L. I-----+---+-----------~------~~-- - DATE BY DESCRIPTION APP"□ REVISIONS APPROVED 1 /; ,.,,If__ ; ,~"JI /J. l;,f1LITIESj-,ol)!tER' 462l4 ,., \ _,, R.C.E.NO. ---- DATE , \O ""'-•O\'- DESIGNED DRAWN MJS A. CASTANON CHECKED DATE DBE 8/96 I C-3111 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT 8" SEWER MAIN 30th STREET, STA. 62+99.00 TO CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STA. 65+52.00 S-5158-S SHEET 10 OF 15 ··f-·· --------------.. , --- STA 70•00.00 It_ EXIST SEWER MH \ -~--:--: -_--_ : __ ---1- --I-:. ·t:z· --· __ _;__.. • -j____ ----- --~=i=-I----'. -.t71) ---;---- --r----• __ _,.-,. -c.:: cc ---r--· \..,, 70 [L u > (f) ro I I LIMIT OF CONSTRUCTION STA 70•02.00 ,.-~~=~=~------------{ 6 107 I I !Ill ' 106 1 08 \ 2 1@ 11 0 ' --==f=::J= "t"---.. - -1 ••• I·-·-- • 71 + tz) u OIBS I~ ,, 1~10"1@ 112 I 114 I • 116 CONSTRUCT ' 72 8" PVC SEWER PIPE :415 rz~, 1@ I~ 122 1 24 31st STREET LIMIT OF CONSTRUCTION 6 STA 72+64.98 I BALBOA BOULEVARD • I I I . / I~ 7.9 / I Ii 1 Ii I! I I I I I 1@ 7.8 126 I I ;j SCALE: 1"= 20' 0 0 0 0 -:~. ---_---· ~.--._r= .. -:: ·---- -+--- ----+· -·---r ----- -__ --1=':-· ---1---+- --, -+-- ·-=-,-· -~ -. --. ----- .. r --. ----·- ---- ·---- -~-~-: ~:.-~+~ -t : ---l---+ ------- ------ ·-------r-.. r------· - --+--· -.. ..;.. __ -+-=--:t::·= ---- - --------t==-<t=-~F---=~ ~ -_,_ ---+--1-- -,--- '---t-!-- --+- ... -, --....:..+---= --- ,_:_-· i ·--. --... ' CONSTRUCTION NOTES INSTALL NEW PVC C4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,{ CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. INSTALL B" PVC GRAVITY SEWER PIPE (SDR 35). TRENCH RESURFACING PER DETAIL A ON SHEET 5; ROCK IN LIEU OF SAND FOR PIPE BEDDING. BACKFILL, BEDDING AND SUBSTITUTE 3,a" CRUSHED --+-- REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED, CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. GRIND EXISTING A,C. PAVEMENT 11,z", 5' FROM GUTTERS AND PLACE 11,z" A.C. CAP AS SHOWN IN SHADED AREAS AND RESTRIPE AS NECESSARY. NOTE: EXISTING STREET HAS A.C. CAP ON EXISTING CONCRETE. -- •;----'s-------.... -:f·_-:--:--:'.""" _--;::: ___ ;---:-_·-= ·t +· ---r--· : • -----· ------' -T -: --...- +---· . I C-3111 APPROVED / /,1 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT -1~//.-1---,---t-----------------t-----l Ullt!TIES EN"-'" '-' , ~C.E. NO. 46214 DATE \.p--,-lllt.t,, DATE BY DESCRIPTION APP'□ DESIGNED DRAWN MJS A.CASTANON REVISIONS CHECKED DBE DATE 8/% 8" SEWER MAIN 31st STREET, STA 70+02.00 TO STA 72+64.98 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5l58-S SHEET 11 OF 15 • ---f--:-.t -----1 • -f-· +---- -i--------.. ----- --f----! --l-;---•-----· :t-· --·-·_-:--t:--+~ ·-- L. 0 -·-+ ----1 - - . -j· - . -~- -t-4--:::t -·i: ., . . .. /---- I I SCALE: 1 "= 20' \ ; - 11 6 !-----+ ·+ -r--- CONSTRUCTION NOTES 80 LIMIT OF CONSTRUCilON G STA. 80+77.00 120 122 124 I LIMIT OF CONSTRUCTION STA. 80+{]2.00 -----~-~~---------16 I 81 126 i " I I t,, I I BALBOA BOULEVARD 8.9 8.8 ASPH. 8-0 STA. 81+45 ~ INTERSECTION 33rd STREET & BALBOA BLVD. 0 INSTALL B" PVC GRAVITY SEWER PIPE (SOR 35). TRENCH RESURFACING PER DETAIL A ON SHEET 5: BACKFILL, BEDDING AND SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. 82 I I ' 205 33rd INSTALL NEW PVC (4" OR G", SDR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. G) CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L: USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TQ CONCRETE PIPE. CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. 83 84 LIMIT OF CONSTRUCTION r'S-'T-'-'A_. _8'--'2"-+<l--'-"G_. -'--3 0-'------------1 7 CONSTRUCT 8u PVC SEWER PIPE ,,--=-=--=c..c....c..c.=.;::_;____::;___;_....:....;:;__=--='-'---'-...:....;...-=--<, ~ ~ 207 209 2 1 1 213 215 ef 0 1-1-10 1'3' -,..---\.::..) 208 STREET GRIND EXISTING A.C. PAVEMENT PLACE 1 1,z" A. C. CAP AS SHOWN NECESSARY. 210 11,{, 5' FROM GUTTERS AND JOINS. IN SHADED AREAS AND RESTRIPE AS 217 219 221 220 I LIMIT OF CONSTRUCTION 7 1--'S-'T-'-'A'-'-. ---=..B 4-'-+--=2=-1'-'.-"3'-'0'----------' 223 JG: 222 LAKE AVENUE I I I I c~ 5 2 AS[PH. 5 2 I I ' 1---+--+-------------+---,!:J.); ; 1) !----!--+----------------+---, i \/'1 ILlTttiGINEER ' ,C,E. NO. 46214 DAT• DATE BY DESCRIPTID~ APP'□. DESIGNED DRAWN MJS A. CASTANON R E V I S I O N S CHECKED DBE DATE 8/96 [ I I i 85 301 -~'-----~ 302 ~ I STA. 84+56.30 <i_ EXIST. MH 303 4. 7 304 I WEST NEWPORT BEACH --·r----..: C-3111 SEWER MAIN REPLACEMENT PROJECT 8" SEWER MAIN 33rd STREET, STA. 80+02.00 TO STA 80+ 77.00 AND STA. 82+06.30 TO STA. 84+21.30 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5158-S SHEET 12 OF 15 • 0 • • 0 I j>< 90 91 LIMIT OF CONSTRUCTION STA, 91 +36, 47 7J------------------, 92 93 LIMIT OF CONSTRUCTION STA. 92+44,47 r--~-~~------------!7 94 SCALE: 1 "= 20' CONSTRUCT 8 fl PVC SEWER PIPE ~5X4) 11 5 ~1--C-'-OC....N-'S'--T_R---=U---=C_T----=--8-"_P_V_C_S_E_W...ccE_R_P..c...l P_E"'------, 1 \ I ~\ l 1 i 9 -~ i I i\ I I 1 I I 1 2 1 I ' I .J.i I STA, 9o+oo.oo ~ EXISTING SEWER MH 123 125 \ 127 I @ t 2 ---- I 0-1--"'::R I< 3 I I '. ..,-:..--·-?.o 122 1 24 LIMIT OF CONSTRUCTION STA, 90+o2.00 ~---------------\6 ® CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SDR 35) SEWER LATERAL AND CLEANOUT PER CITY STD,-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5: SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, 0 LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL, REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L, CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN, CD (i(G ,. D: ~ \~ ~+~Z CA()"/ I@ 1:28 ~25 STA. 90+94.04 '-----:l:--=E"'x-=-1 S':':T::cl:--:'N:--::G~S::cE W'-:'E:':R':--c-MccH--< 6 BALBOA BOULEVARD STA. 91+90.47 ~ INTERSECTION 34th STREET & BALBOA BLVD, INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5: SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING, REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED, CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L: USE PVC GPK MANHOLE ADAPTORS. LOCATE ,EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL, 210 212 214 I •·1s 7(3 I .•. •. / ll3 \-!--!.~', 1/ 3 • ·-~ '-' '-- 34th STREET GRIND EXISTING A,C. PAVEMENT 11,{, 5' FROM GUTTERS AND JOINS. PLACE 11,{ A. C. CAP AS SHOWN IN SHADED AREAS AND RESTRIPE AS NECESSARY. I -- >-~~ 215 ??O \~r_jL,. 7/3 ® ()+';., 1(3 '""' '-- DATE-BY DESCRIPTION APP'D. R E V I S 0 N S APPROVE LAKE AVENUE 5 3 ASPH. I AS tiH. 5 3 I I I I I 'I STA, 95+o1, 42 l EXISTING SEWER MH 300 302 LIMIT OF CONSTRUCTION ~S~T~A~-~9~4_+~8~1 ~· 5~D~+~--------l 7 I I) WEST NEWPORT BEACH C-3111 SEWER MAIN REPLACEMENT PROJECT r1L !Tu;Y: NLLR lhC,E, NO, 46214 8" SEWER MAIN 34th STREET, STA. 90+02.00 TO STA. 91+36.00 AND STA. 92+44.47 TO STA. 94+81.50 +0.5 DATE IO -"I _q I., DESIGNED DRAWN MJS A, CASTANON CHECKED DATE DBE 8/% CllY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5158-S SHEET 13 OF 15 • • • • • • • SCALE: 1 "= 20' LIMIT OF CONSTRUCTION STA, 100+02. 00 81---------------_,_ ~~ (, 100 3610 2 c:< ---------·-Q_ CONC. (sx 4:..___C_ON_S_T_R_U_C_T_8_"_P_V_C_S_EW_E_R_>_P_I_P_E_/ - - 6 STA. 100+72.60 3608 ~) 35( p i'--t---0 CONC, 101 .--=C O=N=S=--T:....:.R.:.:::U:...::C:....:.T--=-8_"--'-P V-=--C=-----..:S=-=E::....:W.:..:E:..:..R:........:....P---=--1 .,_P=-E ---{~ 5 36th STREET 3602 3600 LIMIT OF CONSTRUCTION STA 101+70.23± 11-~~~--~--------~ u z n u MARCUS AVENUE 102 3512 3510 3508 - ---------· ---- CONC. ------------- "7 (t INTERSECTION 36th STREET & MARCUS AVE. \ ) CD 0 0 0 CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SDR 35) SEWER LATERAL AND CLEANDUT PER CITY STD,-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TD THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A SHEET 5: SUBSTITUTE 3,e" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING . LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TD INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FDR THIS ADDRESS CONNECTS TO THE NEW-SEWER MAIN. INSTALL B" PVC GRAVITY SEWER PIPE CSDR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A SHEET 5; SUBSTITUTE ~e" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING . REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED . CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-41 □-L: USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL, REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L. I C-3111 J----1---+-----------+-----jl APP~v~~ /)/ ! WEST NEWPORT BEACH ,,,,,,,-/.). ,l/J SEWER MAIN REPLACEMENT PROJECT =iiu1ii1:'iu~T1ffl'(t~iji;IN~Eu'd""~-..:1-_~~_'_'_:'.'.::"._'.:___'..'..'.::'.....'.::'.:.':'..'.::.'_"._".:::'..:~~:':'.'.:=.:'...'_--I 1---1---l-----------------+----J 1 _W-C.E. NO. 46214 8" SEWER MAIN DATE DATE BY OESCR I PT ION APP'D, DESIGNED R E V I S I D N S CHECKED DRAWN MJS A. CASTANON DATE DBE 8/96 MARCUS AVENUE, STA 100+02.00 TO STA 100+99.63 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT S-5158-S SHEET 14 OF 15 .. , , f • I I SCALE; 1 "= 20' 110 32nd STREET LIMIT OF CONSTRUCTION STA. 110+-02.00 ~----------------~14 111 PROFILE SCALE HDRJZ. 1 "= 20' VERT. 1 "= 4' LAN . T. S. NEWPORT BOULEVARD I / 2, / / / DATE NOTES: RECHANNEL AND REPAIR BASE OF EXISTING C,S,D,O,C, MH, NOTIFY C,S,0,0,C. TWO WEEKS PRIOR TO ANY CONSTRUCTION AT THIS MANHOLE, THE EXISTING 72" MANHOLE JS LINED WITH PVC LINER, MAINTAIN FLOW THROUGH THE MANHOLE AT ALL TIMES. PROTECT THE EXISTING MANHOLE AND LINER IN PLACE, BY R VCP CROWN OF CROWN OF DETAIL DESCR[PTIDN 15" LATERAL TO MATCH EXIST, 24" TRUNK SEWER 24" LONG PVC 1 3 I I I I I I I I I I I I CONSTRUCTION NOTES SECTION A-A N.T.S. INSTALL 15" PVC GRAVITY SEWER PIPE (SDR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL A ON SHEET 5; SUBSTITUTE 3,e" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE EXISTING VCP GRAVITY SEWER PIPE AS REQUIRED. REMODEL AND REPAIR EXISTING 60-INCH DIAMETER CSDDC MANHOLE BASE AND CONNECT 15" PVC (SDR 35) PER DETAIL (1'\ \IP REMOVE EXISTING MANHOLE SHELF AND RESHAPE EXISTING CHANNEL TD FORM SMOOTH FLOW CHANNEL, LINE NEW CHANNEL WITH PVC LINER. APPLY TD EXISTING CONCRETE BY MECHANICAL MEANS PER SPECIFICATIONS. JOIN PVC LINER TD EXISTING PVC LINER. CORE DRILL EXISTING MANHOLE BASE (OD+ 1" MIN, 2" MAXl INSTALL NEW 15" PVC AND FILL ANNULAR SPACE WITH LOW SHRINKAGE MORTAR EPOXY GROUT, REMOVE AND REPLACE EXISTING MANHOLE PER CITY STD-401-L. REMOVE AND REPLACE CONCRETE CRADLE. I C-3111 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT 8" SEWER MAIN DATE 32nd STREET, STA 110+02.00 TO STA.110+94.90 APP'D. DES[GNED DRAWN MJS A, CASTANON 5·5158-S E V IS IONS CHECKED DATE DBE 9/96 CITY OF NEWPORT BEACH ,PUBUC WORKS· DEPARTMENT SHEET 15 OF 15 •. \ I u <I: 12 al w ~ (I) -+--1/---_.:.A:::DA::_:MS:_..:_A::_:VE::_. _,-----t--;, . ORANGE COAST CCLLEGE CITY OF COSTA MESA VICTORIA ST. BAKER UNIVERSITY ·, LJ. C. : . GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVE~NTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION, AND SUPPLEMENTS, 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF NEW FACILITIES. 4. STATIONS SHOWN THUS [0-t{]D] ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 5. THE WALLS AND FACE OF ALL ELEVATIONS GREATER THAN FIVE {5l FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5l FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6. THE CONTRACTOR{Sl SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO, 5 ABOVE FROM CAL-OSHA. 7. ALL SEWER PIPE SHALL BE BEDDED PER DETAIL A ON SHEET 5. PUBLIC WORKS DEPARTMENT 8, VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION, PIPE SHALL BE MANUFACTURED PER ASTM D-3034 SDR-35 OR ASTM F-789. ALL FITTINGS SHALL PREFABRICATED FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF THE PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION OF BACKFILL. PROJECT LOCATION VICINITY MAP REDUCED SCALE SYMBOL LEGEND ABBREVIATION 'cf D POWER POLE MANHOLE FIRE HYDR.~NT METER BOX --0-VALVE POWE.R POLE ANCHOR r0, MONUMENT -x-x-x-FENCE 0 Q{J BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY Ll NE NEW CONSTRUCT I ON ---i_---CENTERLINE ----5--·-SEWER LINE ----W----WATER LINE ---G-- -GAS LINE --E--POWER LINE --TEL-TELEPHONE LINE -TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :ci: STREET LIGHT -.-SIGN AC AB ACP APP'O AVE BC BCR CIP CMP CONC CONST DIP DEPT DWY DU E S'LY EC ELECT EX FE FL HOR INT INV LF MJ N N'LY NTS PCC PP PROP PVC PVMT RCB RCP RT R/W sea so SECT SHTS S'LY SMH ST STL TR TYP VCP VERT w W'LY ASPHALT CONCRETE AGREGATE BASE ASBESTOS CEMENT PIPE APPROVED AVENUE BEGIN CURVE BEGIN CURVE RETURN CAST IRON PI PE CORRUGATED METAL PIPE CONCRETE CONSTRUCTION DUCTILE IRON PIPE DEPARTMENT DRIVEWAY DUCT EAST SOUTHERLY END CURVE ELECTRIC EXISTING FLANGED END FLOW LINE HORIZONTAL INTERSECT ION INVERT LINEAR FEET MECHANICAL JOINT NORTH NORTHERLY NOT TO SCALE PORTLAND CEMENT CONCRETE POWER POLE PROPOSED POLYVINYL CHLORIDE (PIPEl PAVEMENT REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RING TIGHT RIGHT-OF-WAY SEWER CLEAN OUT STORM DRAIN SECTION SHEETS SOUTHERLY SEWER MAN~OLE STREET • STEEL TRACT TYP !CAL VITRIFIED CLAY PIPE VERTICAL WEST WESTERLY lID TRANSITION OR FLEX COUPLING @ LOCATION OF SOILS BORING. (SEE SPECIFICATIONS) CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CKIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES! COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT P.B. DISPATCH NUMBERS 880-427-2200 895-0221 611 644-3011 962-2411 542-6222, AFTER 6:00 PM 542-3975 720-4040 1-800-422-4133 1-909-359-2175 RIV □ 1-w w a: I- V) D .c +- I-,.,., 1-w w a: I- V) .c +- <.O ,.,., SEASHORE LAKE -~~¥~~-~©~¥~~A©~ ~~-~~ [ij]A~~ /- ~~~~A ©~[ij]~~i ~~©J~©i PHASE C-3278 APPROVED: DATE: (0·/0-% APPROVED: LU,,,.../2. f.9~ UTILITIES MANAGER 1-w w a: I-V) 1-w w a: ,_ VJ AL TO AVE. 1-w w a:: ,_ VJ ,_ w w a: ,_ <I) R.C.E. 16791 R.C.E. 25553 . BALBOA u .c u C +-L N L{) /<) I') ,.,., /<) OCEAN LOCATION MAP NOT TO SCALE • ' 11. PRIOR TO CONTRACTOR PERFORMING MODIFICATIONS ANO REPAIRS TO THE C.S,D.O,C. MANHOLE STRUCTURES, CONTRACTOR SHALL OBTAIN A PERMIT ANO ASK FOR INSPECTION BY C,S.O.O.C. CONSTRUCTION DIVISION AT {714) 962-2411 EXT. 5113. 12. ALL SEWER LINES TO BE OWNED, OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES PERSONNEL. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. 13, WHERE SEWER LATERAL TRENCHES ARE LOCATED WITHIN 5' OF EACH OTHER, THE PAVEMENT SECTION BETWEEN THE LATERALS SHALL BE RECONSTRUCTED. 14, THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ROAD CLOSURES, AT (714) 644-3106. 20. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS AND UTILITIES 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-3311 FOR PUBLIC WORKS, 644-3011 FOR UTILITIES; .THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS ANO PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION. 21, SEWER, WATER AND STORM DRAIN LINES DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 0 0 0 0 © 0 0 . /. ·-· CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SOR 351 SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL ON SHEET -6: SUBSTITUTE 3,8" CRUSHED ROCK IN LIEU OF SANO FOR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL • ON SHEET 5; SUBSTITUTE 3,{ CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING- REMOVE ALL EX!STING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED- CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY ST0-401-L; USE PVC GPK MANHOLE ADAPTORS, LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE, TD EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING ANO STAINLESS STEEL BANOS, FERNCD OR APPROVED EQUAL. REMOVE AND REPLACE EXISTING SEWER MAIN TERMINAL CLEANOUT PER CITY STD-400-L. SHEET -INDEX SHEET. DESCRIPTION fJ) TITLE SHEET ;@· 33rd STREET .. •. ® 54th STREET .@ MARCUS STREET • • APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS OF BEARINGS: BENCHMARK: J-782 •ELEV, 4. 74 TRANSPORTATION AND DEVELOPMENT SERVICES RCE 22045 to-to- RCE 24967 THE BEARINGS SHOWN HEREON ARE BASED ON THE SEARING N3S"43'52"W BETWEEN O,C.S. G.P,S. CONTROL STATION 6301 AT BALBOA BLVD. AND 26TH STREET AND STAT[DN 6287 AT BALBOA BLVD .. AND 38TH STREET_- RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 AT NEWPORT BEACH, AT THE INTERSECTION OF NEWPORT BLVD.ANO 29TH STREET, 7.4 METERS (24,3 FT. J EAST OF THE. CENTERLINE OF THE NORTHBOUND LANES OF NEWPORT BLVD .. 7,1 METER·s (23.3 FT. J NORTH OF THE CENTER OF 29TH STREET. 6,4 METERS (21 FT, J SOUTH OF A UTILITY POLE, 2 METERS {6,6 FT, J NORTHWEST OF A FENCE CORNER, 1.7 METERS (5,6 FT, J WEST OF A FENCE. 0.3 METERS (1 FT. J·EAST OF A CURB, 0.3 METERS (1 FT, J ABOVE THE LEVEL OF NEWPORT BLVD., SET IN A CONCRETE MONUMENT THAT IS 0.03 OF A METER (0.1 FT. J ABOVE THE LEVEL OF THE SIDEWALK. DATE C-3278 BY DES CR I PT! ON APP'D S-5158-S REV I S-1 ONS SHEET 7 OF /0 ' CD 0 G) • I I SCALE: 1"= 20' . __ -..:;:: -.. 80 LIMIT OF CONSTRUCTION STA. 80+77.00 6 I----'---------~ 81 BALBOA BOULEVARD CONSTRUCT au PVC SEWER PIPE CONSTRUCTION NOTES 127 l 'JD-t-ts ; ~ 120 ® \ \\--1 I \ ' 122 124 126 \ \ I LIMIT OF CONSTRUCTION I i I I cl ! ' \ ' I ' I I *i ·1 ' le,~ 7 I i ' I I I I Ii :i ! l , I Is ,. 1, .v I· I ' 11 ! ' " '--S~T'-'A"-''C--"8.::cD..:..+D"'2:..:-:...:0:..::0'---------1 6 81+45 l INTERSECTION 33rd STREET & BALBOA BLVD. 0 INSTALL 8" PVC GRAVITY SEWER PIPE (SOR 35), TRENCH RESURFACING PER DETAIL ON SHEET 6: ROCK IN LIEU OF SAND FOR PIPE BEDDING, BACKFILL, BEDDING AND SUBSTITUTE 3,s" CRUSHED I ~ ' 82 2 HOR. VERT, 1 "= 20' LIMIT OF CONSTRUCTION STA. 82+o6, 30 ,;:....;_;_;__..:;.=--=-:...:...::...::..._ ______ _; 7 ' I H ~ ___ ,;Ve,t<> 'fl/ I ~ 9 .'l--f-.9'J-1®\ ®' I I t 3 1f)-rssjGj I 204 ' 206 208 210 I 33rd STREET -, INSTALL NEW PVC C4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD,-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL ON SHEET 6; SUBSTITUTE 3,s" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED, LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. I CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN, ~ © CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L; USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE. CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL, ---------+----~.:t~:-__-'---:£:_ !.. :J ___ f __ .:--:f . ..:..:~ 83 84 CONSTRUCT 8 II PVC SEWER PIPE I gJ-r,;o I@ I SJrn-G) t I 212 214 f 0. 6214 . 12-31-9B ~"" CIVI\, O~~ Op CAL\1 221 LIMIT OF CONSTRUCTION STA. 84+21. 30 7 ;------------------' DATE BY DESCRIPTION R E V I S I O N S i 223 I I I '/1(/ ~ ' __J '--, ®I 222 APPROVED DATE APP'O, DESIGNED CHECKED LAKE AVENUE ,, :1 5 2 AS H. I: I AS H, J" I I I roI I 1 I I ! I I ii 5 2 !1 I, I' ER NO. 46214 ,. --"1-"I" DRAWN MJS A. CASTANON DATE DBE 8/96 -t-:"" ..:.:c-.:.: ---+------- 85 I ( 301 303 " 302 304 STA, 84+56.30 (i_ EXIST. MH C-3278 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT B" SEWER MAIN 33rd STREET, STA. B0+02.00 TO STA. 80+ 77.00 AND STA 82 + 06.30 TO STA. 84 + 21 30 C!"TY OF NEWPORT BEACH PUBLJC WORKS DEPARTMENT SHEET 8 OF /0 ' . • ' • • ' f -.-~1 -:;,·_:-:_~: .... _, ___ __:-_+ -=~-~ -• <•-·-·--' • 1---·-.-' :-------+ • -~ 0 I /!·y ii I', SCALE: 1"= 20' 90 CONSTRUCT ' ' ! I ' 8" PVC SEWER 120 91 LIMIT OF CONSTRUCTION STA. 91+36.47 7>----------------~ PIPE 127 I ' , I I 129 ' I I~,---,,=, ' 3 11 'Jl-1--ljj 3 ', 1g i l -------'==-"'+-'· 3 .......:..~->-.----- """ ----------- 1,28 125 92 BALBOA BOULEVARD -.......... C \ AS I h. N ir i' ' I I I ' I i 93 LIMIT OF CONSTRUCTION .--'S~T--A--. _9c.c2e-+_4'-'4-----4'-7 ---------1 7 I I I ' I 21 C I ' ' ' I IZ:,tP-s-10, I I STA, 90+00.00 LIMIT OF CONSTRUCTION l EXISTING SEWER MH STA. 90+02.00 6 ~~~~~~~~--------j '---=-S-'-'T Ac:.":.....:9c::0 __ +9=-c:.4 c.c· 0:..4'-----! 6 l EXISTING SEWER MH STA. 34th 91+90.47 INTERSECTION STREET & BALBOA BLVD, 34th STREET CONSTRUCTION NOTES INSTALL NEW PVC (4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L. LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL ON SHEET 6: SUBSTITUTE 3,a" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL. REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER CITY STD-180-L. CONTRACTOR SHALL WRITE IN THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN. 0 0 © 0 INSTALL e"· PVC GRAVITY SEWER PIPE (SOR 35). TRENCH RESURFACING PER DETAIL ON SHEET 6: ROCK IN LIEU OF SAND FOR PIPE BEDDING. BACKFILL• BEDDING AND SUBSTITUTE 310" CRUSHED REMOVE ALL EXISTING INTERFERRJNG CONCRETE GRAVITY SEWER PIPE AS REQUIRED. CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L: USE PVC GPK MANHOLE ADAPTORS. LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE. CONNECT NEW PVC GRAVITY SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. f,/ 212 14 31-98 CJYl\,~ Op CAl.\ 94 CONSTRUCT 8" PVC SEWER PIPE ~-'-'----"---'---~-'-=-"'---'--'c__i5 4 '--'''---' I 219 218 I 3 3 221 220 222 11 Zfl7tl 95 LAKE AVENUE 'I 11 ii I I I I I I +,:,: I " ii 5 3 I ASP STA. 95+01.42 l EXISTING SEWER MH ----CONC, ------- 5.0 9 -------co c. AS H. 5 3 ., ' I I l ~I ,;,: I I I I I I AS?H. LIMIT OF CONSTRUCTION STA. 94+81.50± 7 ~=~~~~~~--------{ WEST NEWPORT BEACH C-3278 SEWER MAIN REPLACEMENT PROJECT R NO, 46214 8" SEWER MAIN 34th STREET,STA.90+0200 TO STA 91+36.00 l----+--+---,--------------+---J;D;AT;_:E:;,::;:;::::::::::'::'°:::;•;"l~•;:"1::::::''°::::::==.J.----_..::.A":N".'.D'.._"S:':TA~._"g'=2.:':+_"4."4.,.,47. TO STA.94+81.50 ±0.5 APP'O, DESIGNED DRAWN DATE BY OESCRI PT! ON R E V I S I O N S MJS A, CASTANON CHECKED DATE DBE 8/96 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 9 OF IC j/ ► • . ,_ • • ' . 100 SCALE: 1 "= 20' 6 f-S"-T""A.:..•__;1-'0-'0_+.:..7~2-'-. 6"-0;;., l II~ -~I@ i LIMIT OF CONSTRUCTION I STA. 100+02.oo , 8l---------------~'\ 3608 2 35( 6 I'+---'@ ,_________.__ -- 3610 crn,c_. _ 1 _ -~ 2 ~ > 1, ---------------------- --------a-CONC. 0 0 > i i- (5 X 4~>---=C-=O=N=S..c.T.c.c.RU=-C=-T-'--8=--" __.. P_V:...,cC=---=S=E:...:.W:.=Ecc.R:_>.._p-=.1 ..... P=E _ _,1 ' • . 101 ~C~O~N_S_T_R~U~C_T~8_"_P_VC_S_E_W_E_R_P_I_P_E_....,~ 36th STREET V > 3602 3600 r:===:J@ l~® LIMIT OF CONSTRUCTION STA 101 +70, 23 ± 11-~~~~-~~~--------~ u z D '-' MARCUS AVENUE ' . 102 3512 __ J 35}('/ :< 1-. -<--2 f ,.3508 (t INTERSECTION 36th STREET & MARCUS AVE, 0 \ ---::::=.::--- --:· ---. -------- --c-· -+ ------· --., ·-·· --------------------.. ··-!.::= =~-C--=-----=+::..:--_.:.·. ------ t----- ----·-··r •· -... :....., . t=-~f ----•--#-~'f ~.J:.: =i':=c• ~ --~ . . • • ·-+-------~- CONSTRUCTION NOTES INSTALL NEW PVC.<4" OR 6", SOR 35) SEWER LATERAL AND CLEANOUT PER CITY STD.-406-L, LATERAL SHALL BE INSTALLED PERPENDICULAR TO THE NEW SEWER MAIN. BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAILONSHEET 6: SUBSTITUTE 3'8" CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING,. LOCATE EXISTING SEWER LATERAL AT PROPERTY LINE PRIOR TO INSTALLING NEW SEWER LATERAL, REMOVE AND REPLACE SIDEWALK BETWEEN EXISTING CONSTRUCTION JOINTS PER•CITY STD-180-L, CONTRACTOR SHALL WRITE IN.THE ACTUAL PIPE STATION WHERE THE NEW SEWER LATERAL FOR. THIS ADDRESS CONNECTS TO THE NEW SEWER MAIN, INSTALL 8" PVC.GRAVITY SEWER PIPE (SOR 35). BACKFILL, BEDDING AND TRENCH RESURFACING PER DETAIL .SHEET s; SUBSTITUTE ~a~ CRUSHED ROCK IN LIEU OF SAND FOR PIPE BEDDING. ~ -~~-± -. ----· REMOVE ALL EXISTING INTERFERRING CONCRETE GRAVITY SEWER PIPE AS REQUIRED, CONNECT NEW GRAVITY SEWER PIPE TO EXISTING MANHOLE PER CITY STD-410-L: USE PVC GPK MANHOLE ADAPTORS, LOCATE EXISTING PVC GRAVITY SEWER PIPE WHERE IT TRANSITIONS TO CONCRETE PIPE, CONNECT NEW GRAVITY PVC SEWER PIPE TO EXISTING PVC GRAVITY SEWER PIPE WITH RUBBER MECHANICAL BANDED SEAL COUPLING AND STAINLESS STEEL BANDS, FERNCO OR APPROVED EQUAL. REMOVE AND REPLACE EXISTING SEWER MAIN-TERMINAL CLEANOUT PER CITY STD-400-L; APPROVE i /), ) l---+--+--------.--------,f---1~ ,,_ /// / lf'ILIT T n_/,."INffi 'u"·C,E, NO. 46214 t----+----+--------------------+----1 DATE DATE BY DES CR I PT ION APP'D, DESIGNED DRAWN MJS A, CASTANON R E V I S I O N S CHECKED DBE DATE 8/96 I C-3278 WEST NEWPORT BEACH SEWER MAIN REPLACEMENT PROJECT 8" SEWER MAIN MARCUS AVENUE, STA 100+02.00 TO STA 100+99,63 CITY OF NEWPORT BEACH s -5 t ,s;-g. 5 PUBLIC WORKS DEPARTMENT SHEET 10 OF ID, if.