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HomeMy WebLinkAboutS_5239_SCITY OF COSTA MESA PACtFtc JOHN WAYNE .> AIRPORT if c..,.~ ~&S :s 01' CITY OF IRVINE # VICINITY MAP NOT TO SCALE (PROJECT LOCATION -SEE LOCATION MAP BELOW) SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) -0-POWER POLE AB AGGREGATE BASE ARV AIR RELIEF VALVE @ SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE ~ SEWER MANHOLE AC ASPHALT CONCRETE BC BEGIN CURVE @ STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE ,0-. FIRE HYDRANT BLK BLOCK CATV CABLE TV !\II WATER METER Cl CAST IRON STREET LIGHT PULL BOX 'f. CENTERLINE Ill[) CNB CITY OF NEWPORT BEACH cw TRAFFIC SIGNAL PULL BOX CL CLASS CLR CLEAR X:,....-0 STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC @ WATER VALVE EC END CURVE c-GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE A SURVEY MONUMENT EXIST EXISTING FLG FLANGE p SIGN FE FLANGED END FL FLOW LINE ~ VAULT VENT FM FORCE MAIN e G GAS TREE GV GATE VALVE ll:!I IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END lrll CABLE TV PULL BOX IP&T IRON PIPE AND TAG LT LEFT "' CORING LOCATION MAX MAXIMUM ® MJ MECHANICAL JOINT ELECTRICAL MANHOLE MIN MINIMUM [!] ELECTRICAL PULL BOX NG NATURAL GROUND N NORTH ~lll///tll~ BUILDING NTS NOT TO SCALE NO NUMBER ----EXISTING CONSTRUCTION OG ORIGINAL GROUND PE PLAIN END ----PROPERTY LINE PROP PROPOSED NEW CONSTRUCTION PB PULL BOX RCP REINFORCED CONCRETE PIPE ---'f.---CENTERLINE RET RETAINING RT RIGHT ----S----SEWER LINE SCH SCHEDULE s SEWER -----w-----WATER LINE sco SEWER CLEANOUT ---G---GAS LINE SMH SEWER MANHOLE SHT SHEET --E--ELECTRICAL LINE SW SIDEWALK s SOUTH --T TELEPHONE LINE SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE -CATV-CABLEVISION LINE STL STEEL --SP--SPRINKLIER SYSTEM T TELEPHONE w WEST/WATER -x-x-x-FENCE W/ 'MTH BLOCK WALL PUBLIC WORKS DEPARTMENT BALBOA ISLAND AND OTHER CITY SEWER MAIN POINT REPAIRS BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT C-3802 APPROVED: ___________________ _ PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 LEGEND I APPROVED: ___________________ _ PAVEMENT GRIND & OVERLAY DEPUTY PWD / CITY ENGINEER R.C.E. NO. 47961 NEW PCC PAVEMENT RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. LOCATION MAP NOT TO SCALE 0= SHEET NUMBER DATE: ______ _ DATE: ______ _ 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", 2003 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF GRAVITY SEWER. 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. 4. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 5. THE CONTRACTOR 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 AFTE PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE SO THAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPATABILITY 'MTH 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. TIRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE PROTECTED WHEN INSPECTION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK, AS DESCRIBED ABOVE, FROM CAL-OSHA. 8. SLOPE ANCHORS SHALL BE PROVIDED IN TRENCHES IN ACCORDANCE 'MTH CNB STD-314-L. 9. ALL SEWER LINES TO BE OWNED, OPERATED 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 OTHERWISE 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 CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT AT 949-644-3106, 48 HOURS IN ADVANCE OF SHUTT NG DOWN ANY FIRE HYDRANT. 11. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL STREET TRAFFIC LANE CLOSURES. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH DEWATERING AND DISPOSAL ACCORDING TO LOCAL AND REGIONAL PERMITTING REQUIREMENTS AND DISCHARGE REGULATIONS. CD CONSTRUCTION NOTES REMOVE AND RECONSTRUCT 8" EXTIRA STRENGTH (XS) VCP SEWIER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH Rl:'.SURFACING PER CNB STD-105-L-A & B AND STD-106-L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. (D REMOVE AND RECONSTRUCT 8" EXTIRA STRENGTH (XS) VCP SEWIER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH Rl:'.SURFACING PER DETAIL "A" ON SHEET 2. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWIER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RESURFACING PER DETAIL "B" ON SHEET 2. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ CONSTRUCT NEW 8-INCH VCP SEWER. BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A & B AND ST0-106-L. SUBSTITUTE 3/8-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWIER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RESURFACING PER DETAIL "F" ON SHEET 2. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. G) 0 ® ® (j) ® © @) @ @ @ @ @ @ @ @ @ REMOVE EXISTING PCC PAVEMENT BASE & SUBBASE AND CONSTIRUCT 8-INCH THICK PCC OVER EXISTING NATIVE BASE PER CNB STD-140-L AND STID-108-L. RESURFACE TRENCH WIDTH ONLY W/4" AC HOT MIX. REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH PER CNB STD-142-L, TYPE A. REMOVE EXISTING AND REPLACE LANDSCAPE/HARDSCAPE IMPROVEMENTS IN KIND. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLIE PER CNB STD-401-L. REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB STD-180-L TO THE NEAREST FULL SLAB. CONSTRUCT 8" PCC CROSS GUTTER PER CNB STID-185-L. REMOVE EXISTING AND CONSTRUCT TYPE B PCC CURB PER CNB STID-182-L AND STD-108-L. JOIN PROPOSED SEWER MAIN TO EXISTING MANHOLE, REMODEL BASE, AND PLUG AND ABANDON EXISTING 6" VCP SEWER PER DETAIL C ON SHEET 2. GRIND 2" AC AND PLACE 2" AC FINAL PAVING CAP. REMOVE EXISTING SEWER LATERAL AND CONSTRUCT NEW LATERAL PER CNB STD-406-L FROM SEWER MAIN TO PROPERTY LINE. TRENCH RESURFACING PER DETAIL F ON SHEET 2. CONSTIRUCT 48-INCH DIAMETER MANHOLE PER CNB STID-401-L. PLUG AND ABANDON EXISTING 6" VCP SEWER PER DETAIL D ON SHEET 2. RELOCATE EXISTING UTILITY. INSTALL 12" WHITE AND DOUBLE YELLOW THERMOPLASTIC STRIPING. INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A. INSTALL RED THERMOPLASTIC CURB. SHEET INDEX C: 0 C: " -"' " (.) " E " -sl-N O> -0 "' "' "O ui O> ..., N L{) ~ "' ·'= " C. (I) fr'. L (I) "' (I) en :,.. -u L (I) .c -0 "O C: " "O C: " --------------------------------------"' OJ TITLE SHEET 0 DETAILS [TI ALLEY 418-M AND ALLEY 407-C 0 N/S OF PARK AVENUE @ ALLEY 403-8 AND PARK AVENUE BETWEEN DAMOND AVE. & RUBY AVE. [}] 602 KINGS ROAD AND 1300 -1310 KINGS ROAD IT] 14TH STREET@ BALBOA BOULEVARD AND ALLEY 256-C 0 ALLEY 256-0 0 SANTA ANA AVENUE & LA JOLLA DRIVE AND ALLEY 256-F & 14TH STREET [TI 47TH STREET & NEPTUNE AVENUE AND 3101 W. COAST HWY. ~ BALBOA ISLAND -MANHOLE REPLACEMENTS (VARIOUS LOCATIONS) C-3802 " 0 ..Cl " m en I O> ..., N L{) I en / L (I) "' (I) "' :,.. L " ;!:'. C: " ~ "' C: ·c: (I) (I) C: "' C: ~ 0 ,-----------,----------....-----------,,-----------+---------....-----------------------------to TITLE SHEET ~ EMERGENCY TELEPHONE NUMBERS APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: REVIEWED: DAY NIGHT CALL TOLL FREE SOUTHERN CALIFORNIA GAS COMPANY (BOO) 624-8153 1-800-422-4133 SOUTHERN CALIFORNIA EDISON COMPANY (BOO) 611-1911 AT&T TELEPHONE COMPANY (BOO} 332-1321 MARK HARMON GEORGE MURDOCH ANTONY BRINE, RCE 45521 BEFORE YOU DIG CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 GENERAL SERVICES DIRECTOR UTILITIES DIRECTOR CITY TRAFFIC ENGINEER ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 TIME WARNER CABLE (714) 542-6222 BALBOA ISLAND AND OTHER CITY ] SEWER MAIN POINT REPAIRS ~ MICHAEL SINACORI, RCE 46214 > ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT m 1-----~------+---------------------~--------17 DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ COX COMMUNICATIONS DATE: DATE: DATE: "' PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 Q ;:;!-CHECKED: DA TE: PA 08 05 10 ,._ ____________________ ___. __________________________ ..._ __________________________ _._ ________ ___. _________ ..._ _________ ...._ _______ ___. ____________ _._...._ ..... ____________________ ..._ ______ ___,_ 24" MIN WIDTI, TRENCH (!) (!) z z (!) :r: :r: z u u 5 z z w w <( ~ ~ a_ "' "' "' 0 0 0 w.. w.. w.. >->->- EX. PAVEMENT ::::, ::::, ::::, u u u 3: 3: 3: <( <( <( (/) (/) (/) 1-1/2' MIN. PIPE BEDDING AND BACKFILL-"'----l:::~"'4~7::-'.:1 PER CNB SID. -106-L. • • · • -••• " • · ., ·, -· 6 N .6 . . . - .. UNDISTURBED SOIL DETAIL "A" JOIN FLUSH EX. PAVEMENT 4" AC OVER 6" CRUSHED AGGREGATE BASE 1-1/2' MIN. ASPHALT CONCRETE TRENCH NTS 24" MIN WIDTI, TRENCH (!) (!) z z C) :r: I u u z z z 5 w w <( ~ ~ a_ "' "' "' 0 0 0 w.. IL w.. >->->- EX. PAVEMENT ::::, ::::, ::::, u ~ u 3: 3: <( <( <( (/) (/) (/) 1-1/2' MIN. PIPE BEDDING AND BACKFILL~---+:: PER CNB SID.-106-L. : 6 ... _. ·:.··.· .·::: •6 .. _ C) z > <( []_ "' 0 w.. • N JOIN FLUSH EX. PAVEMENT 1 O" AC OVER 6" CRUSHED AGGREGATE BASE 1-1/2' MIN. -'-+-'C..,..,...,f--~ UNDISTURBED SOIL DETAIL "B" ASPHALT CONCRETE TRENCH C) z :r: u z w 4" (MIN.) AC HOT MIX ----,_ ~ TRENCH WIDTH ONLY " g§ EX. PAVEMENT IL >- ~ <( (/) NTS 24" MIN WIDTI, TRENCH ~-1" Tl,ICKER THAN EXISTING PAVEMENT EX. PAVEMENT •·,,-7 .......... · ... ·· ... ·-..•. PIPE BEDDING AND BACKFILL~---tic:::--=~~~~-,j PER CNB sm. -106-L. . . • .• • :. • -• -" . 6": ·_ • .. -.·. 6. UNDISTURBED SOIL DETAIL "F" NTS • N REMOVE INTERFERRING PORTION OF EXISTING 6" VCP SEWER, PLUG END WITH CONCRETE MHD10_043 CONSTRUCT NEW BASE AND PROVIDE SMOOTH TRANSITION FROM INLET TO OUTLET AND ABANDON IN PLACE -=-s-:-------.::: s :----=---_,;:: $ ----r ·:TI~ MHD10_004 INV.=5.04 6"S(VCP) PROPOSED--------t 8"S(VCP) -p 0 N z 105" DETAIL "C" MANHOLE CONNECTION NTS 1; 1----EXISTING 1 o"s(VCP) I"/ 1f1 1!1 REMOVE INTERFERRING PORTION OF EXISTING 6" VCP SEWER, PLUG END WITH CONCRETE AND ABANDON IN PLACE I ----= s_:::::::=: -...===;[,= 1lt I"/ 1!1 1/ ~------__-: ~ ------,::c--;-- -EXISTING 6"S(VCP) ",----EXISTING / I 1 1 O"S(VCP) DETAIL "D" MANHOLE CONNECTION NTS PROTECT IN PLACE EXISTING 8"S(VCP) l s====- NOTES: a_ u > Cl z >= (/) X w z 0 --, POINT REPAIR REMOVE & DISPOSE EXISTING 8" VCP INSTALL 8" XS VCP SEE PLAN FOR LENGTH ( 4' MIN.) 8" EXTRA STRENGTH VCP SEWER - 8" DIA. DOUBLE S.S. BANDED RUBBER MECHANICAL COUPLING (FERNCO OR CAULDER) TYPICAL AT EACH END JOIN. VERIFY POINT REPAIR LOCATION AND LENGTH BY VIDEO AND COORDINATE LOCATION WITH CNB UTILITIES WASTIEWATER DIVISION AND PUBLIC WORKS INSPECTOR PRIOR TO EXCAVATION. MAINTAIN POSITIVE PIPE SLOPE. DETAIL "E" TYPICAL 8" SEWER POINT REPAIR DETAIL NTS []_ u > Cl z >-(/) X w z 0 --, PROTECT IN PLACE J EXISTING 8"S(VCP) -====a GENERAL PAVEMENT RESURFACING AND TRENCH CONSTRUCTION NOTES: 1. CONTRACTOR TO MATCH ADJACENT GRADES WHEN RECONSTRUCTING PAVEMENT. TOPOGRAPHIC SURVEY SHALL BE CONDUCTED BY CONTRACTOR TO RE-ESTABLISH GRADES AND FLOWILINES FOR NEW PAVEMENT TO THE SATISFACTION OF THE CITY ENGINEER. 2. EXISTING UTILITY SURFACE VAULTS, VALVE COVERS AND MANHOLE COVERS SHALL BE PROTECTIED IN-PLACE AND RESET TO BE FLUSH WITH NEW PAVEMENT SURFACE WHERE AFFECTIED BY WORK. 3. CONTACT JOINTS WITH EXISTING AC PAVEMEMENT SHALL BE TACK COATED PRIOR TO PLACING NEW PAVEMENT SECTION PER GREENBOOK SPECIFICATIONS. 4. BACKFILL AND BEDDING SHALL BE PER CNB STID-106-L. OTHERWISE SUBGRADE SHALL BE PREPARED PER GREENBOOK SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH STABILITY AND ADJACENT PAVING. ANY EXCAVATION OR TRENCH WALL CAVING, OR ADJACENT PAVEMENT FAILURE, RESULTING FROM THE CONTRACTOR'S OPERATIONS. IS THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE CITY. C-3802 i:: 0 i:: a -Ill a u a E a <D N O'l -0 "' " "Cl vi O'l ...., N "' '.:J-Iil ·'= a C. (l) "' L (l) " (l) (/) >--u L (l) .c -0 "Cl i:: a "Cl i:: a Iii a 0 .n a m (/) I O'l ...., N "' I (/) / L (l) " (l) Ill >-L a ;!= i:: a '.::- "' C: ·;: (l) (l) C: "' C: _';!;!, 0 ,----.------.------------------------,,----------,-----------.-----------------------------to <( REVIEWED: DETAILS 53- BALBOA ISLAND AND OTHER CITY ] SEWER MAIN POINT REPAIRS ~ MICHAEL SINACORI. RCE 46214 > ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT m 1-----~-----+------------------------.-----------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1---------I Ill ffi 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 Q °3-PA 08 05 10 ,._ __________________________________________________________________________ ...__....._ ___ ___. ______________________ ...._ _______ ___. ____________ _._....._ ..... ____________________ ...._ ______ ___,_ 0 ~ ui 0 8~ 0 0 ~ • 0 V + O o.....,_ w o 2 Oo g~" -o t~ +o> ~~ 8 ..-,..... ..-I~ 8 >-8 1---------------1------------1. "'_,~--------+----------+----------+------------=l'"-: ·;,,·'7~~--------+----------+-----------+---~ 1-E'-Xl&TING-FINl5HE8-G '-A8'.::tc-----------+---------<n·-1a-------------l ~I <(~~ 4 0 V)~ ~I--EXISTING FINISHED GRADE (/) :le fr'. I I I I I I I I I I I I I I I I I I I I ✓ I \ I I I I I \ I I I :/ I S=0.0015 I V I I I I I I I ---7 ,--1! I I I I I I I I I A ' I I I -~~---j---------t----------t----------t----------t---------t+-----1-t---------j 4 I I I I I I I I I I I I s= I S=0.0015 I S=0.0015 I I I ----11 I --,i' ,, C ''/ I I I I 11 I =s I S=0.0015 j S=0. )015 / / /: L-====--===---===t=----===:::=====::±::f:±::::============;::::±========/~~L ==----==--=~S=--==---==~kl=-~~-f-----+---+------+----+--------+-------+-------+-----~,<-------<HL--=----J--i~, -------< o _J _J L _J 0 0 0 0 m m ~ ~ o,'b' ____ J ~ ~ G· r---r---IX) tO + -+ - o<C o<C o // Q tO -' LO -' 0 ""' ~. ..\, IX) IX) -' • " • " ~ > ~ > 1----------------1----'-'st''f--------+----------=htl:'.=-+------.--;_. fr'. ~ G· 1::,'/~~4------+------------, V Nw Vw "I ~ /, IX) + 3: + 3: + L() ,.:, • ..\, + N O w O W O -1<$'" ,,_f O'I O .-(J) ..-V> ,-0 --...:,,-.G'S'" • " • • • " -.,.v <(. <(~ <(O::: <(. f-> f---..... f---..... f-> en z (/) o::: (/) o::: (J) z REMOVE AND RECONSTRU ,~T 63 LF OF 8-INCH (XS} VCP ! EWER SCALE: HORIZ: 1"=10' VERT: 1''=2' (/) z (/) z ~---REMOVE AND RECONSTRUCT 10 LF OF 8-INCH (XS) VCP SEWER SCALE: HORIZ: 1''=10' VERT: 1 "=2' i:: 0 i:: a -1-----~---------~---------~----~--------~-----+----------+----------~---------~---------~------------<-----~--------~----~---------~---------~--l !ll 9+50 10+00 10+50 & NOT BUil T PER THIS ROJECT. SEE CENTRAL BALBOA WATER & SEWER IMPROVEMENT PLANS (W-5320-S) FOR SEWER REPLACEMENT AND WATER RELOCATION. --------- \ EXISTING B"S(VCP) I ·• . ~-·~ w ·G - I I ' ., - I I \ -EXISTING R/W I EXISI:--., C cc I \ ~ I N42"58'05"W \~ \ ET-------<>-----1+-+-----..'' ' ' I ' I I \ ~ I CONSTRUCTION NOTES: 0 REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RE'SURFACING PER CNB STD-105-L-A & B AND STD-106-L. SUBSllTUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING PCC PAVEMENT BASE & SUBBASE AND CONSTRUCT 8-INCH THICK PCC OVER EXISllNG NATIVE BASE PER CNB STD-140-L AND STD-108-L. REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH PER CNB STD-142-L, TYPE A. REMOVE EXISTING SEWER LATERAL AND CONSTRUCT NEW LATERAL PER CNB STD-406-L FROM SEWER MAIN TO PROPERTY LINE. TRENCH RESURFACING PER DETAIL F ON SHEET 2. YVG ., G -- r;y 418-M ~ I I \ 11 +00 ' ---'--+ w +-.--I V. G m r--- + IX) MHL31 071 < f- STA. 11+00.00 1/) 9+00 9+50 10+00 SAPPHIRE AVENUE -115--113--111--107- ---v~ V V • • )~ / WATER MAIN IS NOT LOCATED ......---;:::: A > AS SHOWN ON PLAN BUT EXISTING PCC ---c ~~ L7....". I DIRECTL y OVER CENTER OF < :.('._;;;;a;;;;(~~ I ALLEY ', fl,;-: L7ll ' I 10"S{VCP) AT A DEPTH OF 3'. ~ I EXISTING , GAS MAIN IS LOCATED 3' FROM SCALE: 1"=10' 12"S(VCP) J I ( CENTER OF SEWER MAIN. . • ..____.,,._.._,.-/ [ EXISTING I 1 1 I 1 __ ..__~_,......___ ---.--1---- ---- ------''---- --+--R/W-~ - -IL L _JI ' I I 16'-Q" 1 0 I - -·--,. 9 tO -;._ ---+--Cl~.:;:=+=i~==~~::;t1=~-;:-=-=i:'=-=-s~'G!..._-=-=-=-=-B ---~-1---%---G_---L-G -G --+---G -, I ' -0 I I -------1 ..,... ~ ---------1 9--" L-~ '(__<;// I 1--- -1---,--+-w -----w ---+--w --w ---w --w -----~N--~ G w -G _G ----I -0 -I w w ,· tO -. . .. -·- m EXISTING IX) 1 O"S(VCP) + IX) ~ I EXISTING f-R/W (/) 1 Q'-Q" I N0'54'28"E -114--112- I '----+--G ---I I -l----'--r-ALLEY 407-C----r--- ---- -___.__ --~ ~ ,n -1t "" I I -110- DIAMOND PUMP STATION STA. 10+00.00 -106- ! I (~ I I I s: I EXISTING -+-~I _ _, I 8"S(VCP) I I ~ ~ I 1 I ~ DIAMOND AVENUE (9 I 00 ...... -=::I" >-w ...J ...J <( C-3802 a u a E a r---n m -0 "' " -a vi m n N tO '.:J-Iil ·'= a C. (l) fr'. L (l) " (l) (/) >- -u L (l) £ -0 -a i:: a -a i:: a Iii a 0 .n a rn (/) I m n N tO I (/) / L (l) " (l) Ill >-L a ;!= i:: a '.::- "' C: ·;: (l) (l) i:: "' i:: _';!:!, 0 ,---,-----,----------------------r---------r---------,----------------------------to PLAN AND PROFILE ; REVIEWED: BALBOA ISLAND AND OTHER CITY ] a SEWER MAIN POINT REPAIRS 6i MICHAEL SINACORI, RCE 46214 ~ ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT rn 1-----~-----+------------------~-------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1---------I Ill ffi 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: , _ ,. PA 08105110 PUBLIC WORKS DEPARTMENT SHEET 3 OF 1 Q °3- 0 0 0 LO Q ~ '----------__coi.l ----1:r--~. ------------l-----------+-----------+----------+-----------+--------------1----------+---------------t-----------i-----------t--------------c;;,o S 11 Onll +o> +no> o 1w --_J t")W <( ....J~ ,,; _J ~ EXISTING FINISHED GRADE >-:r: -~:r:~ (/)~0:::: ~ _I~ I EXISTING INISHED GRADE \ . n w 8 l----------------'m'--'+='~~~=--------------+--+---------1----------+-,8·----------+----------+-----------+--------~8 -+-------------i--------/------+------~1;-------1r------------;---------------1 8 / 7-\ 4 C 0 .Bi I I I I I I I I I I I I I I I I I I I I L J ---------- S=0.0032 " O' --> N + LO -r 0 0 ~ 0 LO LO 0 a, + + 0 a, - <( <( f-f- A A I ' m m 4 S=0.0032 S=O. J032 ~ ' -iv 0 I r--,,. S=.00040 I " . ';'QQ4-~1ct----+---,--.-----v1)---------, 0 n ) + a, V 4 ,::;,'<f, '<' '.{<:: ' o, 0 0 a, -· N --II ~ II <( > > f-m 0 z m z l----------+---l---------"-'--'l "f-=----+----"'-l-=---+---+------+-------+-----+---------t--------t------t---c ,i---------------,---------r:::,--------.:,1rl,,-,--/---=----------, ; ~ ~ ~ ,/f a, I + o ,;:;,'<f,%--l.. <C 11. °'. Ill '.{<:: h~ <> ) - - ..._____..~ REMOVE AND ~ECONSTRUCT I \ ill ~ LF OF 8-INCH (XS) VCP SEWER/ 0 -~ /~- REMOVE ~ND RECONSTRUCT 46 LF OF 8-NCH (XS) VCP SEWER SCALE: SCALE: HORIZ: 1 "=1 o· " HORIZ: 1 "=1 O' 0 i:: VERT: 1 "=2' VERT: 1 "=2' .8 1-____ ___i __________ _j__ ____ _j __ __:,::::.:..:~...:__...::_ __ ..l_ _____ L_ _________ __l,_ _________ ___l __________ .,L_ _________ _j_ __________ L__ _________ ---1... _____ .,L_ ________ __,_ _____ __,__ ________ :--::---'---=--::-----------'-----j lll ' 10+00 ONYX AVENUE -201- MHL31 033 STA. 10+00.00 EXISTING- 8"S(VCP) 10+50 I ->--I--EXISTING ~ ~ 12"W(CIP) ,, .,P EXISTING ':;,----.1 \'\ ill RAISED MEDIAN -~ V--JI v-THE-RE IS A 7' ' i---EXISTING ._ j~ SEPERATION FROM , v ~ BOTTOM OF 3: CURB / WATER MAIN TO ...,? TOP OF SEWER 19'-6" 4'-fiaf JP'=':::¥.f MAIN (30" T.0.P. '--'=-WATER MAIN). , 3: -EXISTING R/W ;;,;V I----'---'---- -+--+-- ----'---':'I I ~,,,._--:fl "Wf.t-.. j,1 "\' '\ \ Ci) 1 ®\ [T / ~ 0--A A -~ '--...____...J...._~ --M ---------~ . 1, •.• < ~ ~ I-----c-:;----:s.L,.:i'-.:Y'-'4--.¥), ==~ _==;,fl!~=-!_~;=1=,..~·-.,.--.. -. _-, ....i.....,..~=~·•"11-, -1· F, ~M"Fa:e00et--tt-V&--_-~.w----,,::,--------wt--5 -~----'1'1------'l ---G ---G -+--G ----:,E'.==t1+t~-===' ~G:._:-::::-=-:::=:::J,_jG .::..,__ - -p ---,,--G ---G -!---G ---I 1----r----- --'---- ---,--.... _(\_,+-!~----. ALLEY 403-B rt=ES:.-rll---E---E-➔----,,/--E--,------, -- :.(-~-~ SCALE: 1 "=1 O' EXISTING R/W-----i ' -N + 0 • -) <( f-l m EXISTING ;;: PCC STREET -+--~-i----------,,2 -200- ' I AMETHYST AVENUE CONSTRUCTION NOTES: '" I CD REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RtSURFACING PER CNB STD-105-L-A & B AND STD-106-L. SUBSllTUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE EXISTING PCC PAVEMENT BASE & SUBBASE AND CONSTRUCT 8-INCH THICK PCC OVER EXISTING NATIVE BASE PER CNB STD-140-L AND STD-108-L. REMOVE EXISTING AND CONSTRUCT PCC ALLEY APPROACH PER CNB STD-142-L, TYPE A. REMOVE EXISTING AND REPLACE LANDSCAPE/HARDSCAPE IMPROVEMENTS IN KIND. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. REMOVE EXISTING AND CONSTRUCT TYPE B PCC CURB AND GUillR PER CNB STD-182-L AND STD-108-L. w :::> z w ~ ~ 0:::: ~ ' 9+00 9+5o 1 o+oo § DIAMOND AVENUE • I • • -201--127- L ~ IY---~ -EXISTING "::.::,:~~., u-RAISED MEDIAN EXISTING ___ __,_.., l(U - 12"W(CIP) I ;..-n---"'-1-EXISTING-----i ''Iii---,~~ CURB SCALE: 1"=10' EXISTING I 3: ~' I B"S(VCP) [ EXISTING ,__ ___ 77_~-_9_" __ .,~ ~ . rm-t--__ 7_7_'-_9_" __ -t-_S_''i""I ALLEY 408-C ALLEY 408-B --- !:, 6" WATER MAIN IS NOT AS . l.!...:; SHOWN ON PLAN. WATER MAIN /' IS ACTUALLY 30" WEST OF 8" SEWER MAIN FOR ENTIRE LENGTH OF REPLACEMENT. A A A / - RUBY AVENUE I tO 0 r-- 1 . 3: 3: I -n + a, ~ m (ij -EXISTING 6"W(ACP} --+-E E -E G---+-G -EXISTING 8"S(VCP) /J I w °' i---EXISTING I ~ I R/W ~ m 46'-0" i;.---'I. I 7 MHL31 050 l--------:Nc--:0:--",5'--::3:;-:•5°=7"°"E:---t-l\.'1f= f-'-, ~-t t--------11 ST A. 1 0+00. 00 ' 2,'-----+---+--EXISTING PCC STREET 1 o· -126- . --,-t---G- • C-3802 E " N st a, -0 "' " "Cl vi a, n N LO '.:J-Iil ·'= " C. (l) ~ +-' .!: 0 O,_ C " ~ L (l) " (l) (/) >-+-' u L (l) _c +-' 0 "Cl i:: " "Cl i:: " Iii " 0 _Q " m m I a, n N LO I m / L (l) " (l) Ill >-L " ;!= i:: " '.::- "' C ·;: (l) (l) i:: "' i:: _';!;!, 0 ,----.------"'T'"-----------------------.---------,r:::::-:==:-------.--------------------------------10 REVIEWED: PLAN AND PROFILE ; "Cl BALBOA ISLAND AND OTHER CITY ~ SEWER MAIN POINT REPAIRS t Ml~~1~~Tf~N/~7~· E~~~N:~~14 BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT m 1-----~-----1---------------------r---------l~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1---------t ~ SHEET 4 OF 1 Q °3- ill 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: ' ' . I PA 08105110 PUBLIC WORKS DEPARTMENT 2 ci ,,, 0 ,,, + 01 0 --i ,,, ...J :r: 94 If) ::. 9 ~ 8-8 -I I /EXISTING FIi ISHED GRADE I I I I I I I I I I 90 I I 0 _" G4 I I .__, V C S=0.0119 I ' I y I ---L _J -==-= --:----.. --s==o.0476 -----r----roO' --:s 'b· -r----'o ,2 0 86 ,~ 8-& 8-8 ~ ,--I. ~- (;::;~ # N ..= 0 N -N ~ + I() + 0 0 tO 0 tO -tO -tO . II . II ~ > ~ > If) z If) z REMOVE ND RECONSTRUCT 12 LF 01 8-INCH (XS) VCP SEWER SCALE: HORIZ: 1''=10' VERT: 1"=2' 10+00 10+50 --602-I -530- EXISTING EXISTING DRIVEWAY R/W l ---- -- -- ---- -- - ~EXISTING 36'-0" CURB & GUTTER Ii EXISTING @ 8"S(VCP)- -s -s s s ' r---s 0--. s 0 s I 1 -s ~ --S N I() "' s --- Q3) l z EXISTING STREET ct_ 7 If) -If) -< ---~ )> ~ ~ ~ 0 0 + ~ &l + ~ MHG12 012 0 ,. 'A \ N 0 KINGS ROAD STA. 10+00.00 0 0 t 0 12·-o· -~i-NB1 '56'20"E ~ \ o. w w M w w w w M M. 1--G G G G G G G G G G G G- ... - -I -- --- - - - - - I -603- I CONSTRUCTION NOTES: CD REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH ~XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH R SURFACING PER DETAIL "A" ON SHEET 2. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH ~xsi VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH R SU FACING PER DETAIL "B" ON SHEET 2. SUBSTITIUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ GRIND 2" AC AND PLACE 2" AC FINAL PAVING CAP. 0 88 0 0 I'-0 0 + 01 0 -I() -<{ c., :E in ::. L EXISTING FINISHE , GRADE I I I I 8~ I \ I I I I I I -v----v--~ --\ I I ~ S=0.0036 I I I 8-r I I I S=G.-GG.a-' () > / I /L ' < > J / ) #& / . 0 0 "i I 0 µ 0 ci "' ' • 1: ..= 0 -I. 0) I() ' 0 "' ~~ + 0) ~ + 0) tO I'-' p 0) I'-/ ' II I II d ' - • .,; ' -. If) z r in z _,, I ' r ,/ --v--v ~ & REMOVE AND RECON TRUCT SCALE: 4e-LF OF 8-INCH (: S) VCP SEWER HORIZ: 1''=10' _,, I"------'\ 14 1"=2' A , A VERT: A --9+00 -9+50 10+00 ST. ANDREWS ROAD . I '-I' I \ -1310--1300- / ' EXISTING ' EXISTING ' EXISTING ' --/ DRIVEWAY DRIVEWAY _R/W7 _../ Cl U) ... - ---- ---- 34'-Q" ~EXISTING ;; CURB & GUTTER ~ ' -0 U) Cl I EXISTING ~ U) i---8"S(VCP) - -> 0 ' b Cl {' r\ -s _, s s s s s U) s s s □s s s--s I s -s -n-s ~ l-;I .. > 0 --st-0) ( 0 ' ' > + + 0 tO ,p 0) I > ,,, <{ " <{ -EXISTING Cl f-:~ f-U) ) If) If) < STREET i 7 t--·, --r -----------) 14'-Q" U) KINGS ROAD CJ ~ e· e" & WJ_SO MHG15 007 Cl ~ N74'03'49"W STA. 10+00.00 U) , . A SD SD SD,SD t--SD SD SD SD SD SD SD SD SD t,l w lw t---w w w w w w w w w w w w w ... .. - ---- - - - - -----T---- --- - - - -1311--1301-I -1221-I I C-3802 REVIEWED: PLAN AND PROFILE ~F&SS!~ BALBOA ISLAND AND OTHER CITY ~ 1,\, J. 8/,\i ~ f.; ~" '1 ~u 'c,...-1 SEWER MAIN POINT REPAIRS fl ii t MICHAEL SINACORI, RCE 46214 No. 46214 ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT Exp. 12-31-10 DESIGNED: DRAWN: S-5239-S & 6/27 /11 AS-BUILT <1'1~ CJVU, ~ CITY OF NEWPORT BEACH AC AC Q;' CAL~::, CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 5 OF 1 Q NO. DATE DESCRIPTION OF REVISIONS PA 08/05/10 i:: 0 i:: a -"' a u a E a -st-st 0) -0 "' " -a vi ()) ,,, N I() '.:J-U) ·'= a C. (l) 0:: L (l) " (l) (/) >--u L (l) _c -0 -a i:: a -a i:: a Iii a 0 _Q a m If) I ()) ,,, N I() I If) / L (l) " (l) "' >-L a ;!= i:: a '.::- "' C: ·;: (l) (l) C: "' C: _';!;!, 0 0 <( 53--□ ~ a _c f m ~ "' L (l) "' 3- 0 0 0 0 + 0 -8 t----------+------------1---------1 ~ --t-----1-EXISTING FINI! HED GRADE PROTECT EXISTING -- SD IN PLACE (/) -'-i I I ~ Cl (/) (_) 0 ~ -0 -"- I ::, I . I I I ffi 0 8 8 0 i5 ,.._ + 51 0 -IO /EXISTING FINI ;HED GRADE ~ -LL I I I (/) :!: I I ~ I I I I I I I I ;I ,-----,~:~1/----r------t-----~n+i------i---i---+-4--------+------4-f------+-f-+------+------+-------+-------+-----l ~l~--l------~4 1" CLEARANCE -I J n , n --------0 S=0.0030 u u __) I I I I A ' I I I I ' I I I I \ I I Cs=0.0033 I I 0 t----------+----+----------l-------___,,._ - 0 ..,: LO 0 + <XJ "' - -II > z 9 <D "' + "' <i. f-- I I -. I I I j I I I I I I I I I I -I I I I I I T I I I I I I I I I I I I I I I I I S=-0.0030 I I _J I "{ 01,,t.- -~ ~,('Os) )- REMOVE AND RECONSTRUCT---~ 10 LF OF 8-l~CH (XS) VCP SEWER . II <( • f--> (/) z 4 ,-----,t-----t------+!-~~----+--+--t---4-----+-------+-------+-------+--------+----------1------___j_------l-----_J ~ (/) I I I A ' ' L _J L_J REMOVE AND RECONSTRUCT 42 LF OF 8-INCH (XS) VCP SEWER 01,,t- -~ '• '"0:1i ."J-7,,-'.) )-SCALE: SCALE: HORIZ: 1 "=1 O' HORIZ: 7''=10' <= i-----~----------;:::~~-;::;------'----VE_R_T_: _1'_'=_2_' __ -1.._ ___ ::;-;:::-:--;:::-:--;:;--------_j_ _________ _j_ __________ _[_ _______ ----:--=-_j_-=--=---------L---------_j_ _____ L _ ___:V'.:E:.'.:.R_:.:T:_1'.._".:..=.2' __ _1._ _____ J_ _________ _J_ __________ L _ _J l 9+5o 1 o+oo 1 o+oo 1 o+5o 11 +oo s - NOT BUil T PER THIS PROJECT. FOR SEWER LINING (GIPP) PLANS SEE CENTRAL BALBOA WATER & SEWER IMPROVEMENT PLANS (W-5320-S). ---;;. I I 0 P· > '\''~,o· ...J I f- s \J.: I CD -o (/) o, EXISTING ;:: <( I <( I R/W I I 0 \_ IA l~~~v EXISTING 1 B"S(VCP) ·-- o o N -_J 0 rn I 0 rn .. I 1 0 V rn - CD ...J <( CD ABANDO E" / • SEWER!~ EXI G~OCSD S(VC) MHR01 I CSD\ 4J I I 4J '"· ,or o.oo (/) f--- (/) (/) (/) ,---~ ~ '" J_)o "-~ 0 --+-G--~rn~G- 'r // . /Of "Iii _ ---'---_ l II //2·45•28;1 II EXISTING ~CC ~ rnf===..::::====j'..'::::.=;::=-!_!:::_==-::!.!:_~rf STREET -~/L.-::_ --------:---m I/ EXISTING 18"SD( ) PORT EMENTARY I ,.._ N "' -I I I CONSTRUCTION NOTES: I ~ EXISTING CROSS WALK f- EXISTING OCSD ~ 18"S \\ 0 REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB STD-105-L-A & B AND STD-106-L. SUBSTl1UTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RESURFACING PER DETAIL "F" ON SHEET 2. SUBSTl1UTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. @ REMOVE EXISTING SEWER LATERAL AND CONSTRUCT NEW LATERAL PER CNB STD-406-L FROM SEWER MAIN TO PROPERTY UNE. TRENCH RESURFACING PER DETAIL F ON SHEET 2. 4J 4J I 6l (/) /? I m 0 -1 I I // - ------1 ==1/ 0 0 ,.._ 0 _o o+ ID IO - o:= <i. / I f-- ::, 3/ ------- - w w w -G G G G --- :::;;'-\ I I I I IO 0 -I I I tu w I~ ~ " 1-: -----~x6-~-6-~- I ~-:f~~ _u_N-D:E:RG_R_ou:D ----.-------------------N-1 7 ~~;.~:-w \ \.. ~ \ 1 -108--108 1/2-I fil L fil , I 0 --I I - - I I I - ----- • -1723 A&B- '\.. ~'-....__ 'l':::=l.-----1. ---------+-------'-------------,-1--10 IO '\.. --h~--1 ----~ - - -----....--- ---~ --~ EE --~·---1*:~ -2C-~--- - \' -1ti; ~ ( o - ~---+-g ~-+--5--~---~----&----<;-~-~ J -I= ' -s ~ '? -0 11 -I ---I --\"'-' .., ---w • r-i _,__ w --w ----+----1---1_..._,__ ____ w - -G---G'--11-1---IG---G---G --I--M---I-----~f--G-+-1---G---G- I N w I w I w 0 w w w w -G G G I 11 ;f;'-'=t---r-- ---,- ... 1 I EXISTING - l..._ 8"S(VCP) Q \ I '-' I EXISTING ' I I 8"W(PVC) ~-I ~ EXISTING 1i -I R/W o.\\. f . - - - - - -ALLEY 256-C I -30" T.O.P. (WATER MAIN I & GAS MAIN) -1724-• G G G -- -- [ THER; IS AN ADDl~IONAL SEWER LATERAL CONNECTION AT STA. 11+21 THAT WAS REPLACED. . A . -1722- A-C ffi I i I I ----- -1720- -1720 1/2- C, E C, <XJ st "' -0 "' " -□ vi m "' N IO '.::-., L C, "-(l) 0:: +-' i:: 0 a_ i:: C, ::, L (l) " (l) (/) >-+-' (_) L (l) .c +-' 0 -□ i:: C, -□ i:: C, Iii C, C, .n C, m (/) I m "' N IO I (/) / L (l) " (l) ., >-L C, +-' i:: C, '.::- "' i:: ;: (l) (l) i:: "' i:: r-~--,---------------,---------r:::=::;:------.----------------C=---=-3...:...80.:..:2=---ii REVIEWED: PLAN AND PROFILE ; BALBOA ISLAND AND OTHER CITY ] SEWER MAIN POINT REPAIRS ~ MICHAEL SINACORI, RCE 46214 > ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT m r:D"'Es=-1G=-N=rn=-,--.:D:-::R-,-AWN.,.,-:--+--------------------~-------I~ CITY OF NEWPORT BEACH S-5239-S ~ 1---------1~ PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 Q 3, ffi 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS AC AC CHECKED: PA DATE:08/05/10 0 r-- N NII 00 8 > + Iw r--r--...J __ w ~ ~~ 0 0 ci 0 + 0 -8 1-----------+------------+-----------+----~Ul~,=:::,c~o::~-----+----------+-----------+-------------1-----------+------------+----------+------------+------------.,.1 __LEXISTING FINISHED GRADE ~ I I I I I I I I I I I I - Cf) I I ' I I I 4 1---------+----------+-----------+----+--'-+-'----+----------+-----------+----------+-----------t---------t---------+----------+-----------+ I I ' I I I I I '\ I ' I I S=O.OOu, , 0 , I I S=M0-1Z n n n n t n ' ' . . > I ...J ...J ...J > ! ...J <( <( <( ~ <( 0:: 0:: 0:: > 0:: w w w w f-f-f-> f;;; -<( :J -<(--'~i-0 ...J 0 0 ...J ,, 0 ...J 0 0 0 ' p 0 0:: 0:: ""' 0:: ·o:: --~ ~ :; ~ • r') ~ a, a, •I-+ + + w H + w w w > (~ O> a, Cf) a, Cf) O> Cf) Cf) ~ ~ i I ,e>:: ~s_ ' C ~- 0:: ri ' I , I- ------- Cf) 0:: Cf) 0:: Cf) 0:: > p ' -v, ~ L a, "' r') 'fr 8> Iw r--...J _w u: :::,c :r:_ :::,c 0:: I I ' I I I ' I ' I S=0.0022 I _J -4 1----------+----------+--------+----------+---------+----------+-----------+---------+----------+--------+----------+-------------,1------------1 SCALE: HORIZ: 1"=10' VERT: 1''=2' i:: 0 i:: a -1-------+----------+------------+-------------l~----------+------------+-----------+--------l---------~-----+-----------+-------------l----------~-----------+----------+---1 1/l 7+50 8+00 8+50 9+00 9+50 -1619-I -1617-I -1615-I -1613-:,\ I -1609-I -1607-0 I I -1601-~ -,m ,;,-:--: \ -,s,s ,;,-\ -,m ,;,-~ V ~ A-o \ I ~ i!\(~i)-~ ,□ \ I ~ / I ,"-_ "-_ '.>, "-_'( I I '""'° '°" "'°"°''"'° ~ -1621-" I -1607-~ -1605- "'"'"' "'"' "0 1-4 I 1-w w 0::: I- C/) 10+00 I I a u a E a O> st O> -0 "' " -c, vi O> r') N "' I ~ ci _ "--I □ ~ I "'"'"'"'"' "'~ : ~ □ I I I □ CONDUIT BANK "'"'-_ "'-_ "'-_ "'-_ "'-_"' ~/ / /_·/---+-----1;:;--"'"'"' "'-~---~"~-□---.L-111----Y-n"_'"'"' ""-+-"'--~'"'------i,.,i~~--f1~:i-"'--~"' "'-~~-~-----',-JI'-,---- -_..!::!..gli...unu.==//,::::::::1/,~1/,~07'1/,=-"./=-----1~~□LA_L_LEY_~5-6~-D---'T\---l-,,tr-_13-__ :::Ci,=.,.,---- -- -- - : : : - --~ - - - -....L._ r------, ---------~ - - - - -..:,,,_ - - - -__ '---.....:,..__'-f-+::--1:H-----.,,---I--------~ --,,---- - - -,___: - ---r-__ '-"-!--+~-+-+-- - - - - - - -..L_ -I/- I 13 _..[] T n - - -I I-co ..- '.:J-Iil ·'= a C. Ill 0:: ------ w w G G □ - - □ -)_ D @ r:-------· I'- ~ ~ ~ ~ -1620- ~ CONSTRUCTION NOTES: I I ~ ( g 14'--~===1==..!..T~=-E---_T~~~~~-T~~-=-'-i=-~-T----=-:..:!T:..=:":;:::,"""-T ---T ......::,-=::::2.T ===+ 1 ==2.T =====2.T =====2-T-==1 I N79"20'23"W I 1/ , ..., --'---S ---5 -~-5----S--'---s--+-~-,,-------!-i--1-----,-J-+-S----4--li-----'s---___,.__--5 / 5----S-'-----s--~-.;.----~---------s--------+,,i;,,t----5-----s------5---,---5 5-I: 8 --I ---"' l7 I -- ' --9 ---0 -------- N W ;/-~ ~ ------1--W --W ----W --:-+----W ~ - W 1--W :,-->-------W - 1 ---W ---Nj f W --W ---W --+---+--1~G-W -__ W --W ~ \ W --: __ W -_ ~~==ir>====-t,-a===I A FF ...__,/ 0 G -+---G ---G -□--G -+---+-[G ~---+--G ---<.t-+--□-G ---G ---G -==f ~f ~,,~~,/~•~~Gf~T~:::~~~-=~G~~-T~~~f~Gi ,~,::=---G ---G --+--\·"·\---G ---G --t / l T I I / ,.," , ' ~ ---T T---/..c.=!=TT~ w w G ( -u '/,I - w w w w w G G G G G G □ - - - -- - - - w w G G ' .,. T T EXISTING 3' 4' 8"W(PVC} EXISTING I I R/W I I -1618- A-B . 0 ['.,____' 0 N N ~ 0 a, 0 + I r--r-- ~ -1616--~ u. A-C :r: " ::;; Cf) I I I I -1612- 'P-, \ I ~ 13 -1/ I t \ I '-.,__ '-I r,,._,---,.--..,--,,...✓• • r.":;\ /4. '( : • /' EXISTING _/ c / - , '-THIS SEWER LATERAL ,, ~,/ ,'-/' /' 8"W(PVC} I V .... , " I WAS NO_T _REPLACE_D. ~A~ 'r----/ I /' II : . _ ~ EXISTING I f"' /' o. \\ • .::: ._ --:::: c:, R/W V :::::: -1606-"-1 r::; -1604-~ -1608- ~ I J I -1600- 0 0 r') ci ao o+ 10 r--- ;:;:: , :r: ~ ::;; Cf) L Ill " Ill Cf) >--u L Ill .c -0 -c, i:: a -c, i:: a Iii a 0 .n a rn Cf) I O> r') N "' I Cf) / L Ill " Ill Ill >-L a ;!= i:: a '.::- "' C: @ REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RE'SURFACING PER DETAIL "F" ON SHEET 2. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. ·;: Ill Ill i:: "' i:: @ REMOVE EXISTING SEWER LATERAL AND CONSTRUCT NEW LATERAL PER CNB SID-406-L FROM SEWER MAIN TO PROPERTY LINE. TRENCH RESURFACING PER DETAIL F ON SHEET 2. ,';!:!- 0 C-3802 .----r-----.-----------------------.----------,---------,-------------------------------10 PLAN AND PROFILE ; REVlEWED: BALBOA ISLAND AND OTHER CITY ] a SEWER MAIN POINT REPAIRS 6i MICHAEL SINACORI, RCE 46214 ~ ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT rn 1------~----+---------------------r-----------~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1-----------I Ill 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVlSIONS CHECKED: DA TE: , . ,. PA 08105110 PUBLIC WORKS DEPARTMENT SHEET 7 OF 1 Q 3- ST . 11+28.31 NE ' MANHOLE RI~ ELEV=20.10 STA. 11+:1.50 MHD10_Q, 3 RIM ELEV= 20. 29 --20L-----L-----L _____ ...j_ _____ _j_ ___ Atf .. ::::=::=-+--_]Jl----l-~+-------+-------+-------+-------+-----------t----------i----------1 I I I I /~ -V -• • -• • • • • / / \ ,~9 I-----------I-J-----------l \-----------+----------+--,-----,~~-----j-------j-,-t-----;---,c ~"-/---------11------------1-----------+----------+-----------j-----------;----------, GRADE FOR NEW SEWER MAIN / I 111 ,i:-~-,,_~..i.. WAS LOWERED BEGINNING AT / I I V "''._{v- STA. 10+10 TO GO BELOW THE EXISTING SCE CONDUIT / I I / > WITH 4" CLEARANCE FROM EXISTING FINIS ED GRADE--......_ / / 1 ,-. 1 6 1-----------+-+-8 0'fl0M-0F--3"-S6E-60NBl:Jff-t-f-----------j------....,s;;::-----r------t -1-1-----+-------l-'----,<---+-H1vi<',----------1-----------+----------+-----------t-----------;-----------,---------, > TO TOP OF 8" SEWER MAIN • 7 I V AND THEN BACK TO GRADE IJJ.----+--::-:------:1' / AT STA. 11+00. ~ "-/ 0" / S=0.0064 I • --v¾~---+--~/~ ======E===t:i1 __ J_ _____ _j ______ L------t-------t-------+------~-----~ t------------11------------1----------t---,,c,"-"7~,,,_,.. ~ / ',~ ,r:,"<-" 0~. "J ,.,_. Owsi' ,S / o_,oo / /. 12 1------------11----------~8c·,~~-------_L__-+-------~~A-------+-+-----#½ 0 <(W -:::;; ...J w / II LJ y r. </, 12 .~ V ,.,_e '~ f?o ' <( :;:: ::. f--w -(/) z fr'. / (:;J00,,',;:'1_, ______ -t-----,~:srl~+----t------:.:-·1"7------lt-----------t----------t----------t----------+-----------,----------,---------, / Vs<>O· f. ~ 0 L/') 0) . + ,-.. ~~)>< f ~ ~I i~ 8 ·-q~ -1--'--'+'=-~--'7'/<:__-7"-//c__-+~R~EL~O~C~A~TE=frc::,~r-----+-----t-+----t------t------t--h'---------t----------,---------,---------,---------,---------,--------~ 1-----------+------""'"'~--,-x~ 3"SCE ~ ?.,~~ ~~ -~~ ~ ('~ !I / ~ :e 1---------+-------~""-i -l>f1~ /l,r-=.±-.5;"'7c'f7LEc;,A~RAlANJrc'f'Er owvi='IE~ ,--------i------i:::··1~_i:----+-----+----+----------+-----------+----------+---------t----------1---------i----------, I V 1 -, EDISON ENCASEMEN <i 11. I r >--> (f) z 2-2"TEL 6' T.0.P. -~ -- <( II f--> (/) z n u 4 f-----------f------------i f-T------+--------1----------+-----J--l----+-----+-----+-,~A,---------+----------+----------t-----------t-----------t----------,-------------, " STA. 10+02.00 / CONSTRUCT 24.31 L.F. 8" (XS) VCP SEWER CONSTRUC 44.66 L.F. SCALE: INV.=5.35 8" (XS) llCP SEWER HORIZ: 1"=20' 5 i:: VERT: 1''=2' o 1-____ _j_ _________ _L _________ _L _________ _L_ _________ ..L_ _________ ...L.,_ _________ .1,_ ____ _j_ __ ~..:..:.:___:___::__ _ _J_ _____ L_ _________ L_ ________ --11--_______ -:--:::-'-::--::----------'-------------'---j 1;; 10+00 § 10+00 11 +00 12+00 10+00 / / / / / LA JOLLA ',s\ EXISTING 5' DRIVE ~ SEWER ESMT = = 7 ----------- -------_._ __ - ----- ----- ----- ----;7""'"1 CONSTRUCTION NOTES: '2s\ CONSTRUCT NEW 8-INCH VCP SEWER. BEDDING, BACKFILL AND TRENCH RESURFACING PER ~ CNB STD-105-L-A & B AND STD-106-L. SUBSTITUTE 3/8-INCH CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. 0 0 ® @) ® RESURFACE TRENCH WIDTH ONLY W/4" AC HOT MIX. REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB S10-401-L. CONSTRUCT 8" PCC CROSS GUillR PER CNB STD-185-L. REMOVE EXISTING AND CONSTRUCT TYPE B PCC CURB AND GUTTER PER CNB STD-182-L AND STD-108-L. JOIN PROPOSED SEWER MAIN TO EXISTING MANHOLE, REMODEL BASE, AND PLUG AND ABANDON EXISTING 6" VCP SEWER PER DETAIL C ON SHEET 2. @ GRIND 2" AC AND PLACE 2" AC FINAL PAVING CAP. @ CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. @ PLUG AND ABANDON EXISTING 6" VCP SEWER PER DETAIL D ON SHEET 2. @ RELOCATE EXISTING UTILITY. @ INSTALL 12" WHITE AND DOUBLE YELLOW THERMOPLASTIC STRIPING. @ INSTALL PAVEMENT MARKINGS PER CALTRANS STANDARD PLAN A24A. @ INSTALL RED THERMOPLASTIC CURB. THIS MANHOLE REPLACEMENT WAS DONE BY PAULUS ENGINEERING IN THE CENTRAL BALBOA WATER & SEWER MAIN IMPROVEMENT PROJECT (C-4067). -1405- 1-4 -1401- A-D f--lL------_,_ ___ -_ ___.,=="' ALLEY 256-F 1-w w 0::::: 11 I- C/) "' "' I I l--EXISTING R/W I 1----+-+-H--+-EXISTING 8"S(VCP) I-c; "'l:t ...- "' I I MHR01 _001 {.z]0J vv '/v" M-w'if=~S ~wE~::.~wf===::'::''\-,-w~:=-W _-+n --<ii9' "' I I ri NEWPORT ELEMENTARY SCHOOL r-'T'"-- ---..---- -----.=-. :;;:: -1402- -1402 ~ --1400- I I 0 I,.. --lf=i-.::s.._--11---2t-! o-+· -If-'~ , o· l :;;:: :;;:: I I I ii C-3802 E 0 -LI') 0) -0 "' " "Cl vi 0) n N L/') '.::-., ·'= 0 C. (l) 0:: +' .!: 0 a. C 0 ::. L (l) " (l) (f) >, +' u L (l) .c +' 0 "Cl i:: 0 "Cl i:: 0 Iii 0 0 .n 0 rn (/) I 0) n N LI') I (f) / L (l) " (l) ., >, L 0 ;!= i:: 0 '.::- "' C ·;: (l) (l) i:: "' i:: _';!:!, 0 .---~---~-------------------.---------.::==------.---------------------------10 REVIEWED: PLAN AND PROFILE ; "Cl BALBOA ISLAND AND OTHER CITY ~ SEWER MAIN POINT REPAIRS t Ml~~1~~Tf~N/~7~· E~~~N:~~14 BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT rn 1-----~------1-------------------~--------l~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1---------t ~ SHEET 8 OF 1 Q '3- ffi 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: , , . , PA 08105110 PUBLIC WORKS DEPARTMENT 0 0 0 0 0 0 0 0 ci 00 ci~OO 0°11 0vll 1----------~,le.~----------+------------+------------+------------+-----------+----------~,le.-=.->,~-----------1 0 IW O IW -~~ -~~ NW oW ~~~ ~~~ 8 VJ:::;; e::: /EXISTING FINISHED GRADE n n rEXISTING Flt ISHED GRADE VJ:::;; e::: 1-----------.li------=-==¥~==----==-------==+-lu~-------+---------R-+----=:=_.'._==------=t=~=~--------i!r-----=----l 8 11 11 I I v v ~V---v'v.-V_v,,......_V--,. I I "Ji,\ ( DEPTH OF SEWER MAIN IS I I /',, } DEEPER THAN SHOWN HERE ~..:;.-f,_--, ON PROFILE. PLEASE NOTE I I ~ ,;;.'v<i;> > TOP OF PIPE MEASUREMENTS 11 11 I I ~% I I ~-q I I ..:!,.--1- I I SHOWN BELOW. A 4 1---------~~_:-:l lv+----/'-_'--_-_----~,-I--~=-:.: . ..:...::.:..:-==_. _::..:...:.:.:..-,,-~~::ce:'.:::'.h4-,---------I--------A--l------------l--------l-l-l-----,,.'.'.___------l C S=0.0066 ;~~ A I I I C I ' / S=O. )066 I I ,1/ =s I , I I 11 --0 ~ I I 0 0 0 0 LU o · 0 ui -CX) Ii) O> Ii) + N + N ci n... ci [L ~1{)0 +NO 0 ~ f-C O ---C f-C 0 -N -N 1--------------t-------------t. 7,·~N~----1. 7~,--------+---t --,: > I --,: > I 1-z· 1-z· (/)_(O V)_I"'--, O> N O> N . II . II ;!. > ;!. > (/) z (/) z REMOVE AND RE~ONSllRUCT 20 LF OF 8-INCHl (XS) VCP SEWER REMOVE ,,,ND RECONSTRUCT 6 LF OF 3-INCH (XS) VCP SEWER SCALE: HORIZ: 1"=20' VERT: 1''=2' 4 0 i:: 0 i:: a -1------~------------<-----------'-----------'----------~----------~----------~-----~---------~-----~---------------------------------------------------------l (I) CD ® @ @ 10+00 11 +00 Tu ~~~,\ \ __________ -r-v __ -___ • \ • v-v_ :::::v=:..- :.o, <fl \--\----ffi THERE IS AN EXISTING ED~ON CONDUIT ~ -. ENCASEMENT 30"X30" THA_J PARALLELS THE ______ \ C 1 23._0.. SEWER MAIN FROM STA. 10i50 TO STA. 10+60. -i... <> ' --EXISTING ' ' ~ } THERE IS A 1 O" CLEARANC FROM llHE BOTTOM ,..,_ \ '-' B"S(VCP) \,, <fl \ '3 OF THE ENCASEMENT TO TOI\ OF SEWER MAIN. \1 " \ I l~~!TING @ ~@ 47TH STREET A • • • ~13~- e==='-j \ \ ;. \.......1..: - ---+--- -/ -~ --,v-- -----JJ -L--E-X~IS>-T-IN_G_ -~'I=-=-=-l=lr-1 \ \ \ ~ s ~=r.~-~-,1:1,~~~--,!--=~s -+--I B"S(VCP) e::: l-------'1-=\ / . \ --~---'---1,.__-,~-1--+--1~---.I.---J_____.......:-:l:s_-_1.----11~:__:s~~v= s s--;;-ML '7 w --I\ w \ / '\ \ \ -/ _ .. ___ 0 ___ .~ ~-·~ .. t3 "g '- • -----,..::;""~-., / I ---·>----'--.--+-..---- -__ ...__.-+-+--- ---'-..----- -,_ -122-/ 0 0 oo I <DO 'Y'. -16 ~ " \ r---- i~ ,\ ~:\ CONSTRUCTION NOTES: -118- 0 Ii) + 0 - <( >-VJ 0 I ,-.. + I~ <( >-VJ 20'-o" N57'56'41 'E EXISTING CURB,- & GUTTIER I EXISTING I R/W REMOVE AND RECONSTRUCT 8" EXTRA STRENGTH (XS) VCP SEWER FOR POINT REPAIR AS PER TYPICAL DETAIL "E" ON SHEET 2. BEDDING, BACKFILL AND TRENCH RESURFACING PER CNB ST0-105-L-A & B AND STD-106-L. SUBSTITUTE 3/8" CRUSHED ROCK INSTEAD OF SAND FOR PIPE BEDDING. REMOVE AND RECONSTRUCT PCC SIDEWALK PER CNB ST0-180-L TO 1HE NEAREST FULL SLAB. GRIND 2" AC AND PLACE 2" AC FINAL PAVING CAP. REMOVE EXISTING SEWER LATERAL AND CONSTRUCT NEW LATERAL PER CNB STD-405-L FROM SEWER MAIN TO PROPERTY LINE (10' MAXIMUM LENG1H). TRENCH RESURFACING PER DETAIL F ON SHEET 2. -126 A&B--130- -130 1/2- 10+00 DELETED FROM PROJECT. /1/ ~ / ,Ii '12, gJ "l': ~ 1 ~ II ~' ~ S EXISTIN S URB ' /---S _ _,'i,. S\v-,k--1 & GUTTIER 0 • W --W W -~ I W , W --W _ C-3802 a u a E a N I{) O> -0 "' " "Cl vi O> ..., N I{) '.:J-Iil ·'= a C. (l) e::: -,!: 0 a. C a :::;; L (l) " (l) VJ >--u L (l) .c -0 "Cl i:: a "Cl i:: a Iii a 0 .n a m VJ I O> ..., N I{) I VJ / L (l) " (l) Ill >-L a ;!= i:: a '.::- "' C ·;: (l) (l) i:: "' i:: _';!;!, 0 ,----.-----.------------------------,,----------,-----------.-----------------------------to PLAN AND PROFILE ; REVIEWED: BALBOA ISLAND AND OTHER CITY ] SEWER MAIN POINT REPAIRS ~ MICHAEL SINACORI, RCE 46214 > ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT m 1-----~-----+-----------------------.----------1~ DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1---------t Ill & 6/27 /11 AS-BUILT NO. DATE DESCRIPTION OF REVISIONS CHECKED: PA DATE:08I05I10 PUBLIC WORKS DEPARTMENT SHEET 9 OF 1 Q "3, ---- I I I I I I / ~ I ~ 1o'x15' I 3 7 0=6.6' MHL31_067 7 0=6.8' MHL31_066 CONSTRUCTION NOTES: 1 O'X15' 3 0=7' '---------l 7 MHL31_062 0 REMOVE EXISTING PCC PAVEMENT BASE & SUBBASE AND CONSTRUCT 8-INCH THICK PCC OVER EXISTING NATIVE BASE PER CNB STD-140-L AND STD-108-L. (j) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 48-INCH DIAMETER MANHOLE PER CNB STD-401-L. 0=7.5' 7 MHL31_060 1o'x15' 3 >---~ 0=6' MHL31_054 --,I 11 ~ ~------1 11 w 1------------+1----I f - -l lf.j-------t t 1------1111 I -------1 LE: -11-1 t-------11~1-------1 Cb FRONT 1o·x15' 3 >---~ 1 o·x1 o· 3 >---~ r I-------< -------1 J ' w -11-1 1 o·x1 o· 31---~ MHL31 096 , _______ ,u,,_________, ~ + 1O'X15' 3 0=5' MHL31_038 NORTH 0=6' MHL31_041 C 0 C 0 -Ill 0 u 0 _,,-~ ~ ~ E 0 -st LO -------l4 ~ ~ -~-lli------t ~ l-----------'fl li------t t l------------tl-------1 Cl . ' 1--------------'Lllr--------l l 1-----------.u•------1 1--~ -l---~J.---------1~ w ~ I----~ l-----------illt--------------1 ~ ' ; SOUTH REVlEWED: w -11-I 1-----------1 1---------l!a-------i ~ 1-------1 -0 "' " -0 vi Cl ,,., N LO ;:J, Ill ·'= " C. Q) 0:: L Q) " Q) (/) >--u L Q) .c -0 -0 C " -0 C " Iii " 0 .n 0 rn (/) I Cl ,,., N LO I (/) / L Q) " Q) Ill >-L 0 ;!= C 0 ;:J, "' C ·;: Q) Q) C "' C C-3802 !;; 0 PLAN AND PROFILE ; BALBOA ISLAND AND OTHER CITY ] SEWER MAIN POINT REPAIRS 6i MICHAEL SINACORI, RCE 46214 ~ ASSISTANT CITY ENGINEER BALBOA ISLAND, BALBOA PENINSULA & WEST NEWPORT rn f------.-------+------------------~--------1~ ffi 6/27/11 AS-BUILT DESIGNED: AC DRAWN: AC CITY OF NEWPORT BEACH S-5239-S ~ 1--------1 ~ ..._ ________________________________________________________________ ...1..._No_ • ..1..._D_AT_E_.J._DE_sc_R_IP_TIo_N_o_F_R_EV1_s_Io_Ns ____________ ...J.. _______ J....cH_Ec_K_rn_,~PA~D-ATE_,~08~0~5:.,_1~01-____ P_u_B_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ .J....s_HE_E_T...:1:.:0::....o_F.:,1~0:...J3-