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HomeMy WebLinkAboutS_5202_SCITY OF COSTA MESA VICTORIA ST <( 5 0 ~ "' 0 ::::, <( ST z w <( -' "-- PAc1r1c VICINITY MAP NOT TO SCALE §! -' w "' 0 w "' <( :,:: -__ -_,_-_. .., -, • .•c --. ' .. _. ._._, •.•.• . .-::~ ::: . .-'.·::;.::_: .. _::: :: . --• -·-·· ·--··· OCEAN JOHN WAYNE ,>J' AIRPORT :'1>~ -%-;- (SEE LOCATION MAP BELOW) PUBLIC WORKS DEPARTMENT 2003-2004 HILLS SEWER MAIN MASTER PLAN IMPROVEMENTS C-3645 SYMBOL LEGEND ABBREVIATIONS APPROVED: '; j:?,;_t___,,,.(_ VVlU~ ,-,J~PUBLIC WORKS DIRECTOR R.C.E.N0.361-etl 2-z,,'\£ • POWER POLE Osco SANITARY SEWER CLEANOUT QSMH SANITARY SEWER MANHOLE ~ FIRE HYDRANT D GM GAS METER ------®----VAL VE ..LLL. .LL,t. ..LLL ..LLL.. POWER POLE ANCHOR MONUMENT ASPHALT PAVEMENT BRICKWALK CONCRETE EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ---1----CENTIERLINE ----S----SEWER LINE --SL--SEWER LATERAL -----W-----WATER LINE _ --G-- -GAS LINE --E--POWER LINE -T--TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT SIGN AC ASPHALT CONCRETE CAB CRUSHED AGGREGATE BASE Cl CAST IRON CNB CITY OF NEWPORT BEACH <t CENTERLINE CONC CONCRETE DIP DUCTILE IRON PIPE DWG DRAl\1NG EA EACH E ELEClRIC (SCE) EL ELEVATION EXIST EXISTING FS FINISHED SURFACE FL FLOW LINE GB GRADE BREAK GV GATE VALVE G GAS INV INVERT LF LINEAR FEET MH MANHOLE MAX MAXIMUM MIN MINIMUM NTS NOT TO SCALE EMERGENCY TELEPHONE NUMBERS DAY CALL T□LL FREE 1-800-422-4133 BEFORE Y□U DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHI A CABLE UNDERGROUND SERVICE ALERT MCWD (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 (714 )-542-6222 (800)-422-4133 (949)-574-1000 PCC PVC PVMT RCP R/W SCE SF SHT s STA STD TC T TYP VCP w MON CATV DWY sco SW PORTLAND CEMENT CONCRETE POLYVINYL CHLORIDE PAVEMENT REINFORCED CONCRETE PIPE RIGHT OF WAY SOUTHERN CALIFORNIA EDISON SQUARE FEET SHEET SEWER STATION STANDARD TOP OF CURB TELEPHONE TYPICAL VITRIFIED CLAY PIPE WATER MONUMENT CABLE TV DRIVEWAY CLEANOUT (SEWER) SIDEWALK (.!) z 5 <( a. "' 0 LL (.!) z :,:: u z w a:: t- a:: 0 LL 24" MIN WIDTH TRENCH DETAIL A- ASPHALT CONCRETE TRENCH NIGHT (B00)-624-B153 (800)-611-1911 611 (949)-644-3717 (714)-644-6222 (B00)-422-4133 (949)-631-1200 NTS APPROVED: d~JJ~ ---=!::C=clT~Y'-ELN..:G::!!IN~lE~ytti:;~~-.. ,.il_,,.~--R-_-C-.E-. -N0 ___ 2_4_96-7 DATc ,,,.i/ 1, • P,4CIF/c LOCATION MAP NOT TO SCALE 0= SHEET NUMBER No. 46214 Exp. 12-31-06 &1@ CIVI\. ~ OF CA\.~ APPROVAL RECOMMENDED DA TE '-\--7-0 'l-- APPROVAL RECOl.tMENDED GENERAL NOTES 1. THE CONSTIRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD ORAl\1NGS AND THE •sTANOARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION•, 2003 EDITION ANO SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF GRAVITY SEWER 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTIRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. THE CONTIRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 949-644-3311. THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY WITH EXISTING CONSTRUCTION. 6. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY PROTECTED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVA llONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE PROTECTED WHEN INSPECTION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTIRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK, AS DESCRIBED ABOVE, FROM CAL-OSHA. B. SLOPE ANCHORS SHALL BE PROVIDED IN TIRENCHES IN ACCORDANCE WITH CNB SID-314-L. 9. ALL SEWER LINES TO BE OWNED, OPERAiED AND MAINTAINED BY THE CITY SHALL BE VIDEO INSPECTED AFTER CLEANING, AIR TESTING AND MANDRILLING. ALL VIDEO INSPECTION SHALL BE PERFORMED BY THE CITY UTILITIES DEPARTMENT. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY, DEFECTIVE, DAMAGED OR OTHERl\1SE COMPROMISED SHALL BE REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST, MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE. THE CONRACTOR SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR ADDITIONAL VIDEO INSPECTIONS. 10. THE CONTIRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AT 949-644-3106, 48 HOURS IN ADVANCE OF SHUTTING DOWN ANY FIRE HYDRANT. 11. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL STREET TRAFFIC LANE CLOSURES. (i) 0 CD © ® © 0 ® ® @) @ @ @ @ @ @ @ @ @ @ @ CONSTRUCTION NOTES REMOVE AND RECONSTIRUCT 8-INCH VCP SEWER. BEDDING, BACKFILL AND TRENCH RESURFACING PER DETAIL A ANO CNB STD-105-L-A AND STD-106-L. SUBSTITUTE 3/B-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING PCC AND CONSTRUCT 8-INCH PCC PAVEMENT. REMOVE EXISTING ROADWAY ANO CONSTRUCT 4-INCH A.G. OVER 6-INCH CMB PER DETAIL A ON SHEET 1. CONSTRUCT ALLEY APPROACH PER CNB ST0-142-L, TYPE A. REMOVE EXISTING AND REPLACE LANDSCAPING IMPROVEMENTS IN KIND. RECONNECT SEWER LATERAL. PIPEBURST 8-INCH VCP SEWER. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. MOVE, PROTECT, AND REINSTALL AT THE CONCLUSION OF CONSlRUCTION EXISTING ABOv£ GROUND EDISON VAULT. REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB STD-180-L TO THE NEAREST FULL SLAB. PROTECT IN PLACE CONSTRUCT 24• VCP SEWER PER OCSD STD. PLAN S-010. CONSTRUCT 60" SEWER MANHOLE PER OCSD STD. PLAN S-050. CONSTRUCT 8" PCC CROSS GUTTER PER CNB STD-185-L. REMOVE SSMH SHAFT, FRAME, COVER, AND BACKFILL WITH SAND. REMOVE SSMH SHAFT, FRAME, COVER, BASE AND BACKFILL WITH SAND. SAWCUT EP, REMOVE AC, BACKFILL WITH SELECT MA TERI AL FOR LANDSCAPING. INSTALL NEW 6' PVC SEWER LATERAL AND CLEANOUT (AT PROPOERTY LINE) PER CNB STD-406-L. BACKFILL, BEDDING, AND TRENCH RESURFACING PER CNB STD-105-L-A, AND ST0-106-L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE AND RECONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L, TO THE NEAREST CONSTRUCTION JOINT. REMOVE EXISTING AND CONSTIRUCT TYPE A PCC CURB AND GUTTER PER CNB STD-182-L. JOIN PROPOSED SEWER MAIN TO EXISTING MANHOLE, REMODEL BASE, AND PLUG ANO ABANDON EXSITING 8' VCP SEWER PER DETAIL B, C, OR D. SHEET INDEX [!] TITLE SHEET [D SANTA ANA AVE./OLD NEWPORT BLVD., AND COAST HIGHWAY [TI BAYSHORE DRIVE, MARINO DRIVE AND ALLEY. 0 ALLEY BETWEEN AVOCADO A VE./ ACACIA A VE. [B ALLEYS BETWEEN BEGONIA AVE./CARNATION AVE. AND BETWEEN IRIS AVE./JASEMINE AVE. [TI ALLEYS BETWEEN JASEMINE AVE. AND LARKSPUR AVE. AND IRIS AVE./JASEMINE AVE. 0 ALLEYS BETWEEN LARKSPUR AVE./MARGUERITE AVE. AND MARIGOLD AVE./MARGUERITE AVE. [TI TREMONT LANE, CAMDEN DRIVE, AND GARRET DRIVE. 0 HERMIT AGE LANE, OAKMONT LANE, AND CYPRESS LANE. ~ BURNING TREE ROAD OTI AMIGOS WAY, AVENIDA LORENZO @] VISTA DEL ORO (3 LOCATIONS) ~ WATERFRONT DRIVE APPROVAL RECOMMENDED 2003-2004 SEWER MAIN UTILITIES DIRECTOR lRANSP & DEV SERVICES MANAGER -tkP~A 411/i~L""'EN .... GIN..--EE:=R =1MASTER PLAN IMPROVEMENTS ~C.E. NO. 46214 ~-"7-ei~ TITLE SHEET R.C.t NO. 25553 R.C.E. NO. 22045 DATE 1~7-0'-f DATE =(--Z-0'-f DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH S-5202-S 1---------+--=~---1 CHECKED MS DATE PUBLIC WORKS DEPARTMENT SHEET 1 r,; 13 ... 1 s - .... .. SCALE 1'' = 20' 115 - 11 I I I I ----__.--.............. --110 f-----f-1-1---,.-._'C_--:.-------------..,.. \0 I o,'0 <::J'o-m / / / / ..- ..----..--..-----~ -~ ~ .--- -- 8 < .. Cl n ,.__ '-' ,-, ::::, -.,; •D I + rn 8 -+ I -a 0 D -T _; ' : I 'C I' I I I! I --i; ------/;..----- -------l'Q s::, fl ..., ::y ·6' "'1' ~ "' • .., ~ +11 S: _, w 8 I I It It I I I I; / It I I I I I I / _., 0 N + -- I,_\ C? 105 ,____ -~ti'l"'~----+----+-------l--f--------+----'--------l-------l f------'-P"-'IPEB,;=.UR,:_ST'--'8""9-=LF'-"'OF__;Be_"..;:-VC:,cP ____ -l---~-1--( l 10+00 PROFILE SCALE HORIZ: 1"=20' VERT: 1 "=5' 10+50 CONSTRUCTION NOTES 11+00 (i) REMOVE AND RECONSlRUCT 8-INCH VCP SEWER. BEDDING/. BACKFILL AND lRENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L SUBSTllUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. 0 (j) ® REMOVE EXISTING ROADWAY AND CONSlRUCT 4-INCH A.C. OVER 6-INCH CMB PER DETAIL A ON SHEET 1. PIPEBURST 8-INCH VCP SEWER. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. MOVE, PROTECT, ANO REINSTALL AT THE CONCLUSION OF CONSTRUCTION EXISTING ABOVE GROUND EDISON VAULT REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB SID-180-L TO THE NEAREST FULL SLAB. 11+50 115 110 105 110- yw.>_'lESSJ 'i' . 8 --- ,.-,.. g d I ' "t-::! :1 I; I I I I I I J I r I I I / / ~ : / / C I / / ': I / / I I I • 115 110 ~t-=-=-=-=-=-=-=-=-=-=-=-=-=:-=-~=S~t.Q,O=·~jZ,%»:"--;:-_;:-_;:-__:::__:::_-=-=-=-=-=-=-=-=..:tr=_j-rti = =.c:'./ ;: / 10+00 REMOVE AND RECONSlRUCT 106 LF Of B-INCH VCP PROFILE SCALE HORIZ: 1 "=20' VERT: 1 "=5' 10+50 REF: R-5438-S; TR 444; S-5067-S; S-5077-S 105 11+00 11+50 C-3645 DESIGNED sc DRAl'hl MGRACI,\ CITY OF NEWPORT BEACH S-5202-S 1------1-------1------------+-----l-c===----=+=~=~ APP'D. CHECKED DAlE PUBLIC WORKS DEPARTMENT SHEET 2 OF 13 DAlE BY OESCRIPTlOO Of RE\'1SIONS 01 FEB .., i ' . ... • 195 115 110 --i..- 105 1----- 0 0 + 0 - 11 11 II I I -- 10+00 8 ------ EXISTING !FINISHED GRADE I ' -----------i- ---------- PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' --- ':):ii -CX) 0 "' ;1 ~ it "' -~ 11 I I I I I I I I 195 115 110 =c=tlc;--t-l----1105 ---- 100 120 115 110 105 100 8 i--------- 80 +a o..,I N "' :5 ~------------- ----------------------- EXISTING FINISHED GRADE I ______ _.. ______ _ ~----------- --------------------------------------+====== PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' i ------- ------:----i--- ---------- la 120 120 fis·9 g :g ' ... NN + 5 a,., 0 +,:,: -... :a, N <..> 115 115 :,: 11 I I I I 110 110 105 ------1100 100 -- ,,., N "' 0 ,..; ~I <D + --;i;; EXISTING FINISHED RADE --~----------+------ -------------- "' :J,l -.;I-~ 0..£- 0'>....;t-.-a + 0 + ..... o--II .----II .,.... -' -' w L.,J 11 I 1 I I REMOVE AND RECONSTRUCT 16 LF OF 8 INCH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=5' 120 115 -------. 11 0 105 100 11+00 12+00 o+oo 1+00 2+00 3+00 4+00 10+00 11+00 12+00 CONSTRUCTION NOTES 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDINGl BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND SID-106-L. SUBSTITUTE 3;8-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING ROADWAY /\ND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMB. PIPEBURST 8-INCH VCP SEWER. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. • ~ SCALE 1"~ 40' u.l SCALE 1"= 40' REF: S-120-S C-3645 2003-2004 SEWER MAIN L_J__L ________ J__J~P~Rl~N ~~CIVl~L~EN~GIN~EE~R --I MASTER PLAN IMPROVEMENTS DATE R.c.E. NO. 46214 PLAN AND PROFILE SHEET DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH S-5202-S l----l--+-------~--~f----t==-----1=~----t APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 3 ~ 13 01 FEB 2004 _ _ DATE BY DESCRIPTION OF REVISIONS .... t I ~ ~ -.. 4 • .,. • 190 185 180 175 170 SCALE 1 "= 40' 190 st-CX) d ~I __ ----1----,:.,_,,ro,,____-----11 8 5 0 0 ,.... EXISTING FINI ED GRADE + gJ :2 I '----------______ .o::i -----+----------~--- :j -- ::c --- :i ----- 11 11 (;,, I I ', -11 ,,qi' I I '/ I I I I I I I ' I I -:c :::, --II _. _. _. I I (ia< --------L_,_"L-~"0'r--.__~1a-o I I ' I I I I I f---------=!=l------+---1-------1----------170 RECON TRUCT 16 LF OF 8-1 CH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 10+00 11+00 PACIFIC AVE CONSTRUCTION NOTES 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDING~ BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND STD-1O6-L. SUBSTITUTE 3;8-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ REMOVE EXISTING PCC AND CONSTRUCT 8-INCH PCC PAVEMENT. 190 185 180 ------II ------ON 0 "' +o o I co "' J EXISTING FINISHED G A~~-__ -- I I I I I I I I ----1-----l+-1 ---+ 190 :c ----~------ PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=5' --------- ----- 10+00 11+00 • ,? SCALE t "= 40' ------ 5:1.10% ---------------------------- -- ----+---- ' 1 RECONSTRUCT 16 LF OF 8-INCH VCP T -== J ' \'vi 'o <:,"o ,,'ll. ---185 ---------1 1 80 12+00 13+00 14+00 AVOCADO AVENUE ACACIA AVENUE REF: R-5438-S C-3645 2003-2004 SEWER MAIN L_J___J_ _______ -1-_~~~~~N~GIN~EE~R ~,MASTER PLAN IMPROVEMENTS R.C.E. No 46214 PLAN AND PROFILE SHEET DATE 1-----1-----1-----------+---l-c□E=Sl=GN=ED--"'sc=+,0c,cRA=WN~MG""'RA,=C"'-IIA CITY OF NEWPORT BEACH S-5202-S APP'D, CHECKED DA![ PUBLIC WORKS DEPARTMENT S1ET 4 Of 13 S 01 FEB 2004 DATE BY DESCRIPTION OF REI/I SIONS ,, r 205- 200 190 185 7+00 II II I I I I II I I I 8+00 SCALE 1 "= 40' EX STING FINISHED GRA E ~ ----------------- S=1,50% ----------- - - I ~ ------+- +-------J------~-----' ' ' +-.,, "' ,.,., ~ lO "? + m +m O II ;:: ..... II -...J ...J 205 195 -190 u.J u.J _J_ REMOVE AND RECONSTRUCT 22 LF -----+' OF 8-IN H VCP -----+--------jf-----185 PROFILE SCALE HORIZ: 1 "=40' VERT. 1 "=5' 9+00 BEGONIA AVE CARNATION AVE 10+00 r I 11+00 12+00 CONSTRUCTION NOTES 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDING; BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L. SUBSTITUTE 318-INCH CRUSHED ROCK INSTEAD OF SANO FOR PIPE BEDDING. @ REMOVE EXISTING PCC AND CONSTRUCT 8-INCH PCC PAVEMENT. @ RECONNECT SEWER LATERAL. 4 205 200 195 190 185 oFESS . 46214 . 12-31-0 CIVIL OF' CALl'i' "' r--n-+'7 N o:, -~ :,: ...J -I EXISTING FINISHED GRADE~ II ---~--I II --·-I I ---- 1 l --------+----r---- 1 I /- r (9 > I --1 ------L ----------=rt:=.:t-----s~i.s~ I _ --'-'Iii ---- 60 +,-",c--1---------------------+---+-----~+-~-=~-=-=---+.-t---) --- 205 200 195 --+---+-----190 12+00 REMOVE AND 'RECONSTRUCT 16 L OF 8-INCH VCP PROFILE SCALE HORIZ: 1"=40' VERT. 1 "=5' 11+00 FERNLEAF AVENUE GOLDENROD AVENUE SCALE 1 "= 40' REF: R-5438-S 185 10+00 C-3645 2003-2004 SEWER MAIN L_J__J _________ j__J~P~Rl~N ~~CIVl;.L~EN~GIN~EE~R =-1 MASTER PLAN IMPROVEMENTS DATE R.C.E. NO. 46214 PLAN AND PROFILE SHEET SC DRAWN MGRACIA CITY OF NEWPORT BEACH S-5202-S 1--DA-TE+-B-Y-+---llES-cR-IPTI_O_N -OF-R-E'll_Sl_oo_s __ +-AP-P'_o_+c=H=Ec=KE=-o -=+=o=ATE= O1 -F=E 8 = 2 .... OO ~ 4 PUBLIC WORKS DEPARTMENT SHEET 5 OF 13 DESIGNED ., J l t ... I " • ... .. \I 205 I-------- 200 195 1--- 190 1 85 I--------- 10+00 0 > ...J co z <( w 0 0 ---+----------,_-j--:~4.___------Jl205 ,,,,. ,,,,. II ,,,,.-II ,,,,.:---,,,,. II ,,,,. .,,,,,,,.,,,,. II EXISTING FINISHED GRADE i I ,,,,. --+-----+----+-------' ........ _ --------- REMOVE AND RECONSlRUCT 8 LF OF 8-INCH VCP 11+00 JASMINE AVENUE PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 12+00 i i 195 I I __ _,__ __ -------C! 190 I '185 13+00 w ::::) z w ~ ~ w ~ w (./) 11 I I I I I I I I 195 C-----------+-· fXISTING FINIS ED GRADE -\ / / , __ ___J_j___W.l----''I I / / / / / 190 / 00 / 00 / + I / 0~ -__J / 0 .... co 0, cci + -<O -+ --:,: / 185 f-----+-"'------i.L-----+--++-----+-/ oi -----✓ ~ + I "' ~-I ~QJo CO -o -~~-~ 0 ----------J ~ OO~v~ II -::=::--+ ~ '+ ~ I I r-I I ro I I rt I I 195 185 I\ ----C',I II N 11 180 ,-----rt::::::::::1~1=.:::'.==~-=--,----,----i--i;:j~-t;:j~RE;MtOV~E AND RECONSlRUCT 0 .... r--+ . 175-------+j~-------,--~7§--+----~· N (0 _!!i 0 1' W + II 0 __J -w REMOVE AND RECO STRUCT 68 LF OF 8-IN H VCP 10+00 PROTECT IN PLACE EXISTING LANDSCAPING PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 11+00 JASMINE AVENUE 16 LF OF 8-INCH VCP 12+00 13+00 LARKSPUR AVENUE LARKSPUR AVENUE SCALE 1"= 40' CONSTRUCTION NOTES 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDING/. BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L SUBSTlllJTE 3;8-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. 0 REMOVE EXISTING PCC AND CONSTRUCT 8-INCH PCC PAVEMENT. 0 REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMB. 0 CONSTRUCT ALLEY APPROACH PER CNB STD-142-L, TYPE A. @ RECONNECT SEWER LA TIER/IL SCALE 1"= 40' 185 180 175 - Cl > ....J co z <( w (.) 0 -0 '° 00 + I 0~ -__J :c :,; 11 II I I I I I I I I I -II ;:j 10+00 REF: R-5438-5 REMO AND RECONSTRUCT 24· LF OF 8-INCH VCP 11+00 IRIS PROFIL SCALE HORIZ: 1 "=40' VERT. 1 "=5' 12+00 AVENUE ·~200 ---+-- 195 13+00 SCALE 1 • = 40' NI r-'° +-.,, __J -:5 11 11 14+0 C-3645 2003-2004 SEWER MAIN 1---l--.f----------+--_j""#cPRl~N ~~CIVl;;,L ~ENGl~N~EER;;=-IMASTER PLAN IM PROVE MEN TS R.C.E. NO. 46214 PLAN AND PROFILE SHEET DATE 1-----1--1--------------i-c--t""DE;;c;siG;;;-;N"'Eo_-"s-'-lc "'oR"'Al'INa--'M=G=RA=c1,A CITY OF NEWPORT BEACH APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT S-5202-S SHEET 6 Of 13 DATE BY DESCRIPTION OF REVISIONS MS 01 FEB 2004 .., Ii' , - ' I 205 200 195 190 II --. .._ II ...._ 11 .._ ...... I I ...._ I I I I I I I I ..... ~1=----ll ............... ----~, ......... . ...._ .::::-...._ ...._ . / EXISTING FINISHED GRADE "'X\~l .._ .._ \)V ....... ......._ ........ 5 oo + -0 0 -:E ......................... ---::; . ,~~.__-----l'-----__j_____ I ___ ____, . i l._'l-(lJ -'"'f ....._ --- ' ..... ..... 11 ' .__ .__ I ......_ --S:::.,.,,- i ' ..... ..:: .......... •-Bs:t I I ' ..... ..... ! --........ ---......_ 11 ..... ..... ...._ I I ............... .......... 205 200 195 205 200 195 ' ---- N 00 '° "' +o n I -~ :c --II -- I I I I I s~ i.u:!' --i ------ (',I OJ: 0 0:, Lt') ...... (0 r""1 +•+C"'J l")g l"JO .-(',,I w-N II II -' _J w w REMOVE AND RECONSTRUCT 12+00 a, 0 -..:I"~ C'\I C"! ..... I"') 01"') + a.i +O) 0..---0,-..-II ,...... II _J _J w w REMOVE AND REPONSTRUCT 12 l.F OF 8-+INCH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 190 11+00 10+00 MARGUERITE AVENUE MARIGOLD AVENUE SCALE 1"= 40' CONSTRUCTION NOTES 190 185 13+00 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDING/. BACKFILL AND TRENCH RESURFACING PER CNB SID-105-L-A AND SID-106-L SUBSTllUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING PCC AND CONSTRUCT 8-INCH PCC PAVEMENT. REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMB. CONSTRUCT ALLEY APPROACH PER CNB STD-142-L, TYPE A. RECONNECT SEWER LATERAL. 8 LF 8' CP 14+00 SCALE 1 "= 40' EXISTING FlNISHED GRADE 15+00 a, "' NO ... I +o I'-N -_J :r ::; /I II I I I I I I -----t------=~-tct -::: = ---...--i.::i i -------' ------1-----------!---- ' ! ------+-------J 205 REMOVE AND RECONSTRUCT 16 LF 8" VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=5' <O ... "! N """'t:POQ) Novo + N +N " II ,-..... II -_J .----_J w w -+---+-! 200 -------J 195 -----------l190 185 16+00 17+00 205 ----- 195 - 190 185 13+00 FINISHED GRADE \ \ \ ,.__ <O ... ~ - h----II r--<O + ,,, - PROFILE SCALE HORIZ: 1"=40' VERT: 1"=5' 14+00 205 200 195 190 ----------' 1 85 15+00 MARGUERITE AVENUE MARIGOLD AVENUE :\\C';•:,'4~"' -• ,; :,--, ,lt,' Jlt•:?l! i:11 12wiFESSJa 12 • C REF.: 5-5043-5 C-3645 2003-2004 SEWER MAIN 1-----1--l---------l---f·---t-~ q--~NGl~NEE~R ~1 MASTER PLAN IMPROVEMENTS R.C.E. NO. 46214 PLAN AND PROFILE SHEET DATE l---+--l------------+-----1-;;;oE-""si"'GN""ED_~sc'tao,-..RA;;c-WN---"'-MG=RA~c17A CITY OF NEWPORT BEACH S-5202-S APP'D, CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 7 OF" 13 S _ 01 FEB 2004 DATE BY DESCRIPTION Of RE'vlSIONS - !s! ii: Q 85 80 75 "' "' 0 a I oo +-0 ...J -i EXISTING FINISH D GRADE ----t----------.,.---I I I r------+ft-- I I I I I I I I -------j,-----,1--!,___ ____ _ .... 0 ..... I=: ,-.. II +__, Q) w co "' <'j Q) co + 7i Q) ...J w ----------- ' ______ 1_. _____ _ -~--------------------- 0 '"" "' 0 o:, I +o N --...J :i: "" , I I ,<oD"' II \0 I I I I I I I I I I I I 85 -----t--------175 70 '->---70 ' ' REMOVE AND REC STRUCT 24 LF OF 8-INCH VCP !--------+-- 1 10+00 SCALE 1''= 40' PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 12+00 13+00 14+00 CONSTRUCTION NOTES CD REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDINGl BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L. SUBSTITUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. 0 REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 6-INCH CMB. a a::: 0 LL ....J ~ 50 45 40 35 ,----- ~ -a::: a 0 on + "' ~al 0 ...J :,: ::. II I I 1 l ----," ---,---~-- , -1 1----+---'-------.,,.,, ,-.. ~ .!.I w ct) ;;:; N • +~ o II -...J w I I EXISTING FINISHED •GRADE\_ --- ~----------------------- REMOVE' AND RECONSTRUCT 1 24 LF PF 8-INCH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' "' .... -,. Ol +a N I -o :;---- I 50 ::. I ----111 c;fl J \ i <'0 I I I I I! I I: ---------- I I I I I I' I I ------145 ___,40 35 195 190 185 180 175 EXISTl~G FINISHED GRADE g .... +a -I -o :; :,: "' +------f 190 N I 00 o-+ ...J oI "' / // // // L_----,'----I----+--- ,$!•/; / ~ i ~ .,._./o-,,/ ,,r co~ I ~ ''/ .,,-i / +ll,lLII I / / _..j!:...J i/ / ~L..Jt""W ~ / I -~~---------,,+-: / ---+-------rl, 1------+---I \ (! &0 / / 1 ' REMOVE AND R ONSTRUCT 11 c.1;, / / I 16 LF OF B-IN H VCP )/ / ' ll // 185 180 I I/;/ I / --------j 175 PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 10+00 11+00 12+00 13+00 10+00 11+00 12+00 SCALE 1''= 40' SCALE 1'' = 40' REF; R-5438-S C-3645 2003-2004 SEWER MAIN -·----·--···--______ _J_J~~~fr1f.i\llL~EN~Gl~NEE~R=-IMASTER PLAN IMPROVEMENTS DATIE • , • o. 46214 PLAN AND PROFILE SHEET DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH S-52O2-S 1---+--+-------------+----t-c==--=ac----t APP'D. CHECKED DATIE PUBLIC WORKS DEPARTMENT SHEET 8 OF 13 MS 01 FEB 2004 DAT£ BY DESCRIPTION OF REVSIONS • ... -U3 195- 190 185 180 175 f--, ~- Oo o I +.,, N- -...J :r: :::;; EXISllNG FINISH GRADE ,,.. .--11 ,,.. 'o"<:,\I I c:::'f! 11 I I --~--_, I N N u-:i I I I I ,....-..,, ,.,, i------e-10 :1195 +_, 0 :i: -:::;; 180 -------l 175 .......... ....., II + ...J ;:: w ----t-------j 170 REMOVE AN RECONSTRUCT 16 LF OF INCH VCP PROFILE SCALE HORIZ: 1 "-40' VERT: 1"=5' 170 165 160 155 "' 0 ISO 01 r--"' +-N ...J t, ----+-------,0 °1 D o.r, +::::; D:r: -:::;; / -----l-----+-----+--------..,,~..,----HI\ 180 ,,....-11 ..,-..,-I I EXISTING Fl ISHED GRADE ,, 11 / ------+-----+----__,, --..,,~✓-....-_~-------+11 : 175 ..,_ <D ~o 00 ..,_ I / +i.n / ;:: ::::i / ..,-I I I I I I :r: / :::;; / 1---+---1---------11--------+-✓- -:r: :::;; )! ,, /, 170 ----,__ __ _ ----------------- I I I I I I I I I ,,, / ' / / (:v• / / c;.--.; ./ / qi.J ,-!10 / / ./ \.~'o ~/o· ..,--, / / REMO AND RECONSTRUCT 16 LF OF 8-INCH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 165 12+00 11+00 10+00 13+00 12+00 11+00 10+00 SCALE 1"= 40' CONSTRUCTION NOTES (D REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDING/. BACKFILL AND 1RENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L. SUBSTITUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. 0 REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMS. ® REMOVE EXISTING AND REPLACE LANDSCAPING IMPROVEMENTS IN KIND. II SCALE 1''= 40' REF: TR 7223 ..... 00 ..,_ ..,_ ·o N I + 00 ;:: :j D CO 0 ..,_ +o o I -oo N ...J :I: :::;; 205 f---- :r: ::;; EXISTING FINISHED RADE, 205 200 195 190 185 -~-6\, I I ,'t0•·J I I ----- • I I I I 1---I I--+---- 1 I I I I I ------- ' ()V', ! I 1cu"· I I ,,. -------1 1------l 200 I I I I I I I I I I ----t-1 --+----f----1 1-------1195 I I ' I I I 5=0_92,: _.....,-.,----I ----I --------1-1--r -- 0 .... 0 U') N + "' 0 ~ - 1 REMOVE A D RECONSTRUCT 21 LF OF 8-INCH VCP 11+00 SCALE 1 "= 40' D ~ -N + "' 0 'ii" -...J w PROFILE SCALE HORIZ: 1 ":::40' VERT: 1"=5' 10+00 190 185 C-3645 2003-2004 SEWER MAIN L_J__J ________ i___J~~p ~~~NGlijf,NEE~R -:.._I MASTER PLAN IMPROVEMENTS R.C.E. NO. 46214 PLAN AND PROFILE SHEET DATE l-----+--+----------+---,---+o=ESl=G=NE""'D _sc=t;; 0 .. RA.c-WN-=MG=RA~c41A CITY OF NEWPORT BEACH APP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT S-5202-S stmg or:13 DAIT BY DESCRIPTION Of REI/ISIONS 01 FEB.2004 ( • --vi 215 210 205 200 13+00 I I I I 215 210 205 I ----------------s --_ ------::.:2,88]{ ,,,, II 200 -----rfScl~½'-. '-'-i+.I 1---------J -----------------..._ ----- " I I I I --11 -----1-----i:----=-=-::..::----=l:~+--: --~ 195 PROFILE SCALE HORIZ: 1 "=40' VERT. 1 "=5' REMOVE AND R CONSTRUCT 16 LF OF -INCH VCP 12+00 11+00 SCALE 1"= 40' CONSTRUCTION NOTES I I I I I I 10+00 ----l 190 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDOINGl BACKFILL AND TRENCH RESURFACING PER CNS STD-105-L-A AND STD-106-L SUBSTITUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMB. REMOVE EXISTING AND REPLACE LANDSCAPING IMPROVEMENTS IN KIND. REMOVE AND RECONSTRUCT PCC CROSS GUTTER PER CNB STD-185-L, TO THE NEAREST CONSTRUCTION JOINT. crvn, OF CALi'c REF: TR 7638 SI-ITS. 2.3 ANO 9: TR 7 323 SHTS. 5 AND 6 C-3645 A 2003-2004 SEWER MAIN L_l__L ________ j__J~P~Rl~N ~~a~?"L~EN~GIN~EE~R c_l MASTER PLAN IMPROVEMENTS DATE R.C.E. NO. 46214 PLAN AND PROFILE SHEET DESIGNED SC DRAIIN MGRACIA CITY OF NEWPORT BEACH S-5202-S l-DA_TE_j__BY-+---D-ES-CR-IP_TI_ON_O_f_R_EVI_S_IO-NS----+ ... -P-P'D-.+c=H=Ec""KE;c;c;D-~r;;-DA"TEro1-F£B~2~0704 PUBLIC WORKS DEPARTMENT SHEET 1 oor 13 - I 4 95 90 85 II I I I I I I I I EXISTING FINISHED GRADE S=J.40% ----- co oo ..,. 0 + I "' "' -o I· :,: ::s 11 I I I I I I I ----I 95 I I ---------11 --- -~----,90 -----I -- 10+00 0 0 r--N CX) lO V C"! 0, ...... -+ 0 + O> o ri ;:: II -...J ...J w w REMOVE ANDIRECONSIBUCT 16 LF OF -INCH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1"=5' 11+00 SCALE 1"= 40' CONSTRUCTION NOTES ----I 85 12+00 13+00 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDING!. BACKFILL AND TRENCH RESURFACING PER CNB SlD-105-L-A AND STD-106-L. SUBSTITUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMB. 120 115 110 11 ) I 11 I I I .... 0 "' ..,.ol + co ~o :,: :,: __ _ :::; EXISTING FINISHED GRADE----- --\_ -----I I I I ----S=0.48% --------------t ----1---t --------- "' "' N LC:l co c.c-N • ..., • +:::+::: ~"~" ...J ...J w w REMOVE AND REC NSTRUCT 1 lf---=1~e~LF="=0Fc-ca=-+, c=-Hc-cv=cp=----,f----l PROFILE SCALE HORIZ: 1 "=40' VER.T: 1 "=5' 120 115 10+00 11+00 12+00 > SCALE 1 "= 40' REF: TR 5425; TR 5692; TR 444 C-3645 2003-2004 SEWER MAIN L_J_--1--------~~~~~~~NGl~NEER~IMASTER PLAN IMPROVEMENTS •••• o. 46214 PLAN AND PROFILE SHEET DATE 1----1----l-------------l---l-cD=ES=IGNc=ED:---_::;SC",;D;c-::R;.,AWll--=MG=R=AC',IA CITY OF NEWPORT BEACH S-5202-S. iAPP'D. CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 11 CJ" 13 MS 01 FEB 2004 DATE BY DESCRIPTION OF REvlSIONS - -cJ • .. t 95 90 I------- 80 0 "' -. N N~rol.O o II -co + + II 0 ...J ...J _w~w 0 ;:!; ~I ---t----~~ EXISTING FINISHED GRADE 3:§ -- ::,; I I 9; I I I I I I I I I I I I I I 95 ___, 90 ---<85 80 REMOVE A D RECONSTRUCT 10+00 16 LF OF 8-INCH VCP PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' • a 11+00 SCALE 1 "= 40' 12+00 CONSTRUCTION NOTES 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDIN~ BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L. SUBSllTUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. 0 REMOVE EXISTING ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 8-INCH CMB. 105 - 100 95 ------------ I I (10 I I ✓,isJ I! __________ + I I I I _________ ....,.....--,- 1 ,.... ---~-------- ------------, --~ -------j co -, "' co +o NI _:,: ::,; -~.105 100 90 o I 0 CO +o oI -I ::s I I , I ' wo I I I I 85 1---------t, 1] I I I o:,:.i -1-------------- -----• -----+------:7":'-,h-------j 90 ,J,1 \"l<:; I I -- I I I I I I +------1-+-----i 85 I I I I I I -r---ro COO'>Nr-,-: ,....,"'"' +~+II -----------.---------,------,---------, 95 80 0 wo-J -_w I i--+--.cR=EM=OVE= AND RECONSTRUCT f;"I 16 LF OF B-INCH VCP ~ ------+---- 10+00 PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 11+00 12+00 SCALE 1''= 40' 13+00 z 10+00 ·~11 i:-:?~:'.:i' REF: TR 7082; TR 5435 ore tOf_!. C0 • t-,.. . +ai +o5 ::: II ;:::: II , ci d REM VE AND RECONSTRUCT 16 LF OF 8-INCH VCP ! PROFILE SCALE HORIZ: 1 "=40' VERT: 1 "=5' 11+00 i ,.~ SCALE 1 "= 40' 12+00 C-3645 2003-2004 SEWER MAIN L_J___L ________ J__j~P~Rl~N ~~CM~L~EN~GIN~EEii=R =-I MASTER PLAN IMPROVEMENTS DATE R.C.E. NO. 46214 PLAN AND PROFILE SHEET DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH S-5202-S 1---DA-TE-+-B-Y-+---DE-SC_R_IP-TION_O_F_R_E\'1_S_IO-NS------1-AP_P_'D-,. t::CH:;-:;Ec-=C,:-:KE=-o--MS---t.DA.,;TE.01_F_EB_ 20 -0 4 4 PUBLIC WORKS DEPARTMENT SHEET 12 OF 13 C 65i 60 C- i L ' ON DD + I -N ...J :r :::,; --- I (6 11 ,71) F 11 s I I I --. --- CX) ow 0 "' :r ,.._ z + <( ~ ::,; t, ::, g,: -+--::=--fX!&!lNG-NISHED-· -GRI\GE--f;au-,e-----o ---_ __._--- s "' 2.84% CONSTRUCT 75 Lf 8-INCH PVC u ---- •• "-._ 16" RCP SD CONSTRUCT 103 LF 8-INCH PVC 10+00 11+00 21 10+00.00 JOIN EXISTING MANHOLE (MHL28_021) PER DETAIL B, BEGIN CONSTRUCT B" PVC SEWER MAIN CONSTRUCTION NOTES 0 REMOVE AND RECONSTRUCT 8-INCH VCP SEWER. BEDDIN~ BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A AND STD-106-L SUBSTITUTE 318-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISllNG ROADWAY AND CONSTRUCT 4-INCH A.C. OVER 6-INCH CMB. REMOVE EXISTING AND REPLACE LANDSCAPING IMPROVEMENTS IN KIND. REMOVE EXISllNG IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB STD-180-L TO THE NEAREST FULL SLAB. INSTALL NEW 6" PVC SEWER LATERAL AND CLEANOUT (AT PROPOERTY LINE) PER CNB STD-406-L BACKFILL, BEDDING, AND llRENCH RESURFACING PER CNB STD-105-L-A, AND STD-106-L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING AND CONSTRUCT TYPE A PCC CURB AND GUTTER PER CNB STD-182-L JCIN PROPOSED SEWER MAIN TO EXISTING MANHOLE, REMODEL BASE, AND PLUG AND ABANDON EXISING 8" VCP SEWER PER DETAIL 8, C, OR D. EXISTING 1 o• VCP SEWER INV. 60.17 ro 0 ':l Ro CX) :I: ,.._ z + <( ;:: :::E f-u ::, I;'; z 8 --- -- ------•• -------- ow ~d ... :r co z + <( ~ ::,; ---------- t, g,: u, :z 0 u ------------- I I L,•:s,, I I I I 11 .. CON lRUCT 106 LF -INCH PVC ,.._ ______ _, f-----+-~C~O=NS~lR=U'c'C~T cc7r"LF-l 1 ,,.___ _ __,, _ _, 8-INCH P PROFILE SCALE HORIZ: 1"=20' VERT: 1"=5' 12+00 EXISTING 8" VCP SEWER MHL28_021 CONSTRUCT NEW BASE AND PROVIDE SMOOTH TRANSITION FROM INLET TO OUTLET REMOVE INTERFERRIN G PORTION OF EXISTING B" VCP SEWER, PLUG END WITH CONCRETE AND ABANDON IN PLACE 13+00 EXISTING 8" VCP SEWER // ~EXISTING 8" VCP SEWER DETAIL B -MANHOLE CONNECTION N,T.S. PROPOSED 8" PVC SEWER SCALE 1 "= 20' 75 · · 70 ----j 65 60 14+00 g w ...J ~ 0 :r 8 a, ~ "' + ~ 01 -::,; -+ ~ f-0 75 u -...J ::, :r 70 65 ~C:,cON""S"'TR.:.:LI,:,,CT,_2::6ccLF=----r 1 8-INCH PVC 10+00 EXISTING 8" VCP SEWER MHL28_029 CONSTRUCT NEW -~ BASE AND PROVIDE SMOOTH llRANSITION FROM INLET TO OUTLET EXISllNG 8" VCP SEWER 75 70 65 10+50 REMOVE INllERFERRING PORllON OF EXISTING 8" VCP SEWER, PLUG END WITH CONCRETE AND ABANDON IN PLACE EXISllNG 8" VCP SEWER 66.62 JOIN EXISllNG MANHOLE 21 L28_036) PER DETAIL D CONSllRUCT 8" PVC PROPOSED 8" PVC SEWER DETAIL C -MANHOLE CONNECTION R MAIN REF: TR 7082; 1R 5435 MHL28_036 CONSTRUCT NEW BASE AND PROVIDE SMOOTH TRANSITION FROM INLET TO OUTLET EXISTING a• VCP SEWER , , / , , A_EXISTING ROW N,T,S. / , , , / REMOVE INTERFERRING PORTION OF EXISTING 8" VCP SEWER, PLUG END WITH CONCRETE AND ABANDON IN PLACE INV. 70.44 EXISTING 8" VCP SEWER DETAIL D -MANHOLE CONNECTION N,T.S, C-3645 2003-2004 SEWER MAIN L-L-L--------L-J~P~RIN~#c~1vtJ1L ~ENG~IN~EER~IMASTER PLAN IMPROVEMENTS R.C.E. NO. 46214 DATE WATERFRONT DRIVE· PLAN AND PROFILE DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH S-5202-S 1--+--+-------------+--+-==--=~=--==:::.:.i .APP'D, CHECKED MS DA~1 FEB 2004 PUBLIC WORKS DEPARTMENT SHEET 13 Of 13 DATE BY DESCRIPTION OF RE\IISIONS - ... 1 2 3 5 L A C I~ B ' -'- ,--. (J; ½ "' ~ ~ 0 -'-o°-:::s • r7 l(f -•'• N.T.S. I DESIGNED: TTT DRAWN: TTT 1~.--t----~c----=c~---=------+c--c+-,---,.--I L.I ~~~ 1------l _..J.""---I ____ A'-'--'~----=E3'-"IJ'--'-l_f..;_c7"_-:,-__ __ -+2-rf~...,_J,:::,:1, c...!8-!..EM-~ CH ECK ED: NO. DESCRIPTION BY DATE 1--'--'----"--------------.L_ HEVISIONS ONE INCH ON ORIGINAL DATE: 3/18/2004 C I D I E I F G H I I I J NGE COUNT'Y SANITATION DISTRICT RE,/ENUE AREA 5 RE:'.PLACEMENT OF BACK BAY SEWER MAIN CONTRACT No. 5-13-1 PRO,IECT LOCt~TION PREPARED UNDER THE SUPERVISION OF: • RCE 46214 APRIL 2004 DATE: l'.ASIS OF BEARING "ORAl•IGE COUNTY GEODETIC CCNTROL NETWORK." HORl70~1T/\L CENTRAL STATION 6266 AND ST1\TION 6267 BEARING Nj~·3s'11"E PER RECORDS 0:-J Fil F WITH THE ORANGE COUN I Y SURVEYOR'S OfTICE. □[NCH MARK NO. N84-38-77 ORANGE COUNTY SURV[YOR O.C.S. BENCHMARK NO. NB1-38-77 WAS USED FOR THE VERTICAL MONUMENT, c.OCA TED ON THE F ASTERL Y SIDE OF BACK RA.Y DRIVE, 0.2 M:LE NORTHWES I ALONG BACK BAY FROM ITS JUNCTION. WITH JAMBORF:E ROAD. TO A CONCRETE DRAINAGE STRUCTURE Vl'HICH IS WEST OF THE NEWPORTER INN, 12.6 FT EAST OF THE CENTERLIHE OF BACK BAY DRIVE, 9.1 FT [AST OF THE EAST CURB FACE. ON THE NORTH SIDE OF A PARKWAY CULVERT, 0.5 OF A FOOT SOUTHEAST OF THE SOUTHEl,LY END OF A HEADWALL OVER A DOUBLE BARREL CORRUGATFD STEEL ARCHED PIPE CUI_VERT. ELEVATION WAS 13.066 FT BASED ON THE NATIONAL GEODETIC VERTICAL DA TUM 29 (NGVD~9) AS ADJUSTED IN 1995, ROUGHLY EQUIVALENT TO ~EAH Sl:.A LEVEL. • ORANGE COUNTY SANITATION DISTRIC~rr INDEX OF SI-IEETS SHEET 1 2 3 DBSCRIPTION TITLE SHEET PLAN & PROFILE CONSTRUCTION DETAILS AGrENCY INDEX /\LL INFORMATION RELATIVE TO THE LOCA.TION, TYPF:, AND OPERATIONAL STATUS OF UTILITIES AI\JD /OR IMPROVEMENTS, \NHICH APPEAR ON THESF PLANS WAS PROVIDED BY THE FOLLOWII\JG OWNERS OR AGENCIES NAME AND ADDRFSS ORANGE COUNTY SANITATION CISTRICT 10844 ELLIS A VE. FOUNTAIN VALLEY, CA 92728 SOUTHERN CALIFORNIA EDISON CO. 18ci1 V.~LE1'1CIA DR. FULLERTON, CA 9263:3 PACIFIC BELL , 452 EDINGER AVE. TUSTIN, CA 92680 CITY OF NEWPORT 3EAC·, 3300 NEWPORT BLVD. P.O. BOX 1768 NEWPORT BF:ACH, CA 92658 UNDERGROUND SERVICF ALERT ABBR. OCSD SCE PB CNB USA PHONE ( 714) 962-2411 ( 718) 870-3217 ( 714) 666-5415 ( 949 ) 644-3342 ( ROD_) 422-4133 E COUNTY SANITATION DISTRICT DATE: ... APPROVED 6-~-qf • OF ENGINEERING R.C.E. 31918 DATE: DAVID A. LUfJWIN -DIRECTOR RECOMMENDED ~(. 0. _ JIM HERBERG -,ENGi~ -------~~-0~ MANAGER R.C.E. 45782 CIT~{-OF NEWPORT BEACH APPROVED S2RrJ~L C_.. • STEPHEN BADUM, DIRECTOR OF PUBLIC WORKS APPROVED "RECORD DRAWING" FLORIAN IOJA -CONSTRUCTION INSPECTOR DATE: Ap,~\ 7, 2-oo4 R.C.E. 36106 DATE CONTRACT NO. SHEET NO. 5-13-1 5-52.02-> 1 3 OF E Q. N sJ- .;,: sJ- 0 "-. 0 '-N 0 l'..> 5 0 -0 0 (/) I lf1 '" <D n I U) / I-z w ::, w u <( _J Q. w n: z <( :, n: '" 5 l.d (/) " 0 0 N I f') D 0 N I en '" <D n "" I u / w Ge w 5 w (/) >-n: <t I-z <t (/) / CJ z n: w w z G z w / n 0 <( u / 0 w n: <t I (/) / 5 0:, Q. / (/) "' w (/) ::, / le. 1 - 2 3 4 5 A PROFILE SCALE: H: 1"•40' V: 1"•4' 0 ' I • 8 _,.....,L I SCA_E 1" c;c: ~o EXIST. OCSD- EASEMENT 40' 80 / / / / / C 10+00 D I j .... r 11+00 E \ I --·--- ----r ' ' .,,...,.,, I I ' -!• .... J --- F I ' ··· 4iJ; • • 1s-l+ll+,.ii. --f I i I s 'b > z ,... i -1· _____ ,_., __ --r-: ·' I . . r ~f .(ll ••• .Sp!"/..=t-+-+ctJ~7~~~~V~C!;d.P 12+00 13+00 C) 14+00 SA'NCUT EXIST CROSS-GUTlER AT JOIN G 20 i-- -10 0 H I CONSTRUCT.ION NOTES: PROTECT IN PLACE CONSTRUCT SEWER MANHOLE PER OCSD SID. PLAN S-050 AND DETAIL 1 ON SHEET 3 CONSTRUCT SEWER MJINHOLE PER OCSD SID. PLAN S-050 AND DETAIL 2 ON SHEET 3 681'1S"FRl:J6=F SE\IER Mil\PU 18LE PER 8659 S:r9. PLAP~ S 868 NU~ BE'F.t.lL 3 8H SI IEET a ABANDON SEWER MANHOLE PER DETAIL 4 ON SHEET 3 RB«JVE WI 91◄AFT, FR>llhlE. eeVER, BASE, Alfl B~l<FlLL Wll'l'I Side CORE DRILL TO EXISTING '11--1 AND REt.«lDEL SAWCUT EP, REMOVE AC, BACKFILL WITH SELECT MATERIAL FOR LAl'OSCAPING COLDMILL AND ca.PI...ETE 2" MIN. AC OVERLAY; RESTORE TRAFFIC STRIPING AS EXISTING CONSTRUCT 8" PCC CROSS GUlER PER CNB SID-185-L CONSTRUCT 24" VCP PER OCSD SID. PLAN S-010 CONSTRUCT SEWER MANHOLE PER CNB SID. PLAN STD-401-S CONSTRUCT SEWER MANHOLE PER OCSD STD. PLAN S-050 AND DETAIL ON SHEET 3. CONSTRUCT 8" VCP PER OCSD STD. PLAN S-010 J en l[) ..= st 0 " 0 0 5 :::i N 0 0 :/l I .[) st co n I U) . / f-z l.1.I 2 w u <I'. _J Cl. w QC z <( :z QC w 3 w u; sc 0 0 N I n 0 0 N I <I) sc '° n I 0 / QC w 3 w U) )-"" <( f- z <I'. u; / 0 z a: w w z 13 z w / ' B <( AS-BUILT DESIGNED: ~l~ m "" 1. B1-,, I ~ ,\ ~ t===r==========================~~==~===~~f~YE~RIFY~SC~:Al;il..E;-°jDEsiiiiim:~:-1°-d~~~:-7----::::-::;:-~==:--:=~::=~·'·~· ::::-:;::__..::.:::_~~--_.:~_71~\~jitiij;::---------t---------l-----·----------------------7COiKNTRACTmc:TNNio0.~-----7 i PREPARED UNDER THE SUPERVISION OF: I ';'/ 1 AS-BUILTS m 12 s 04 NO. DESCRIPTION BY DATE REVISIONS I I I ONE INCH ON ORIGINAL DRAWN: m CHECKED: MJS DATE: 3/1B/20fU ~'I-"C! ,st 0 :,j -e • No. 48214 lap. 12-31-08 '-/7/201U ~CI~ (I'~ ----------------- RCE 46214 DATE: ORANG COUNTY SANITATION DISTRICT BACK BAY SEWER MAIN REPLACEMENT STA. 10+00.00 TO STA. 13+66.35 SHEET NO. 5-13-1 S-5202-5 2 OF 3 ' l,. I 1.1'1 .,..., :t> ~ V' \.(> ~. -s 1 2 3 4 - 5 A EX. 36" VCP, ______ \ --------1 S 84"25'24" W • ---!';!"' • ---1') I '--------- B I 1 5.19 INV. C r·T ___ ----------- , '• /...., '"' \ I D I E I CONST. so· ID MH ,--7.17 INV. I 'J ======== i -=====---\\ ===== REMOVE PORTION OF EXIST. 36" VCP TO HA VE ROOM FOR lHE NEW 24" VCP ---1 \_ PLUG END OF PIPE WllH CONCRETE 2000 PSI STRENGTH. FILL FULL PIPE LENGlH UNDER ROADWAY PAVEMENT F.S. MANHOLE 2 DETAIL SCALE f' = r-o" ,,-REMOVE MANHOLE RINGS, FRAME, COVER // CONE SHAFT AT s·-o· MIN. BELOW /,/ GRADE. BACK FILL WllH SAND, INSTALL .----:-r:-'7C==="'.""-.--AGGREGATE AND AC PAVEMENT TO • 0 I "' j PLUG END OF PIPE WITH CONCRETE 2000 PSI STRENGlH. 1 /3 CUBIC YARD PER LOCATION, TYP. ; '-..J / MATCH SURROUNDING. FILL MANHOLE WITH CEMENT SLURRY (2 SACKS OF CEMENT PER CUBIC YARD) ... \ • .: .• I ( .. . . . \ ABANDONED MANHOLE DETAIL F 24" VCP ~ N 55"18'28" W N G 24" N VCP, \ I 55"18'28" w. -N I - H - I CORE DRILL • ! I -I • ' .. / -/ I / IO IO I')~ :go +Z I') ~ J, ci I') :c z ~ :l!: ~ x VI l&I - .-. - J (8.18± INV.) r PROTECT IN PLACE // EXIST. 24" VCP I I I !/ -·~'., / I/ 1 -----~ : j _/~~ N '5~=1 \ ' / ' '·, ", I /, // l j· :r -_ 1 _: .n •• -PLUG END OF PIPE WllH I II II/~ EXIST so· ID MH __/ 11 ,f"fl CONCRETE 2000 PSI STRENGlH. TO BE REMODELED _JJ I.L FILL FULL PIPE LENGTH UNDER -11 2f" fl ROADWAY PAVEMENT 11 i II 1.L I'-.., 11 ~++--.:::::._....._ EXIST. 24" VCP 11 11 ~ TO BE ABANDONED 11 11 MANHOLE DETAIL 11 I 11 CONST. so· ID MH EX. 24" VCP N 55"18'28" W • -----1 N _-_-_-_-_-_c-_--"T--;--_-_-_-_-_-- R = 2' PVC WELDED GAS FLAPS _./_/ Lil I PROTECT IN PLACE !( EXIST. 24" VCP ••• 1A====9-=== • N 55"18'28" W N -------t -------- ----......_____ ........................ -...__ 12.8± INV. -"'~NEW8" VCP AS-BUILT E 0. '° 0 ✓ 0 "' 0 (.1 3: D "' 0 0 (/] I Ul ... <O "' I ~;, f-z LI.. :,, w u <( _J 0.. w ll:'. z <( 2 0:: ~ w (f) ... 0 0 N I "' 0 0 N I "' st co "' I u ,,,. 0:: ~ '" (/) >-0:: <( f- 7 <( :1), (') z 0:: w '" z (3 z uJ ,/ 0 0 <( u ,/ 0 VERIFY SCALE DESIGNED: ~i CONIRACT NO. m ~~"'·'IQ PREPARED UNDER THE SUPERVISION OF: 1==r=============I=r===r-;;;;~;;;7iiiai""-:T--:~ijj~~-T-----;==::=:--:===-::=-======:-:=---------7,--:::~mi;;.:---------------------,---------------------------Tciiimii.cr~~-----,~ I DRAWN: m 1.-I I I 1 AS-BUILTS m HECICED: No. 48214 NO. DESCRIPTION BY DATE II.IS bp. 12-81 ~cf-4--~ ORANGE COUNTY • SANITATION DISTRICT 4/7/'JJYJ4 BACK BAY TRUNK SEWER RELOCATION DETAILS 5-13-1 ';.!, s m ~----------1? SHEET NO. s-sz.01.-5 (f) 0:: w (f) ONE INCH DATE: ~:m MICHAEL J. SINACORI RCE 46214 DATE: 3 Of' 3 REVISIONS ON ORIGINAL 3/18/'lOIU L _______ __!~~~~ _______ _J__.:~~~:._L_:!~~~-_::~~~::___1 ___ _:::_:::::~.:....:::_::::::=. __ ::.:_.:::::_::::_ __ _:_::.:_ ______ J___:~~!!!~-------------------.l---------------------------_J----=~~::_ __ _Jt !J' :p I ~ CJ' ' )'-v ,:,r , ~-V -~ ,( -