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Home My WebLink AboutR_5938_S~ CITY OF COSTA MESA 0 PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS LEGEND -0- @ ® @ 0 l>O<l !l!l llII !lill x)----o @ (-- b. p ® e Ill'! ~ <D ~ bt/l/«d ---- ----- ---<t.--- ----S---- -----w----- ---G--- --E-- --T-- -CATV- --SP-- -x-x-x- (IN ADDITION TO GREENBOOK SECTION 1-3-2) I I ' -: I ASPHALT PAVEMENT --~I CONCRETE PAVEMENT POWER POLE SEWER CLEANOUT SEWER MANHOLE STORM DRAIN MANHOLE FUEL TANK LID FIRE HYDRANT WATER METER STREET LIGHT PULL BOX TRAFFIC SIGNAL PULL BOX STREET LIGHT WATER VALVE GUY WIRE SURVEY MONUMENT SIGN VAULT VENT TREE CABLE TV PULL BOX CORING LOCATION ELECTRICAL MANHOLE ELECTRICAL PULL BOX BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION CENTERLINE SEVIER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM FENCE BLOCK WALL CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AB ARV ACP AC BC BCR BVC BLK CATV CF Cl <t. CNB CL CLR C&G E EC ECR EVC EXIST FLG FE FL FM G GV GB GE IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP RET RT SCH s sco SMH SHT SW s SCE SQ STL T w W/ AGGREGATE BASE AIR RELIEF VAL VE I ASBESTOS CEMENT PIPE ASPHALT CONCRETE BEGIN CURVE BEGIN CURVE RETURN BEGIN VERTICAL CURVE BLOCK CABLE TV CURB FACE CAST IRON CENTERLINE CITY OF NEWPORT BEACH CLASS CLEAR CURB AND GUTTER EAST /ELECTRIC END CURVE END CURVE RETURN END VERTICAL CURVE EXISTING FLANGE FLANGED END FLOW LINE FORCE MAIN GAS GATE VALVE GRADE BREAK GROOVED END IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORTH NOT TO SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSED PULL BOX REINFORCED CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CLEANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WITH BASIS OF BEARINGS: THE GRID BEARING OF NORTH 67"51'17" WEST BETWEEN ORANGE COUNTY SURVEY HORIZONTAL CONTROL POINTS #6183 (ORIGIN POINT) TO #6095 WAS USED FOR THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK: OCS BENCHMARK NB 1-4-71 LOCATED IN THE NORTHEAST PART OF THE INTERSECTION OF BOLBOA BLVD. AND F ST., 81 FT. SOUTHEAST OF THE CENTERLINE OF F ST., 27.3 FT. NORTHEAST OF THE CENTERLINE OF BOLBOA BLVD., 27.3 FT. NORTHEAST OF THE CENTERLINE PROLONGATION OF BALBOA BLVD. TO TH EAST, AT THE ANGLE POINT IN THE NORTH CURB LINE, 2.4 FT. NORTH OF A STREET STANDARD, NO NUMBER, AT THE EAST EDGE OF A DRIVE, SET IN A CONCRETE POST, 1 FT. SOUTH OF EDGE OF WALK ANO LEVEL WITH THE WALK. ELEVATION = 7.828' FEET, N.A. V.D. 88 PUBLIC WORKS DEPARTMENT BAY AVENUE EAST AND "A" STREET REHABILITATION C-3955 / <1/ APPROVE6LB---"Ll"42.?4''---:_-.c.-~:::-_---:::::~~---R-.C-.-E-.N-0-.3-6-1-06-- / APPROVED::S, ),--;.1 l~ DEPUTY PWD / CITY ENGINEER RC.E. NO. 47961 ~-•·s,~~~ ••• ·~ -----' ' I .(." -~ • " ·/4 ··" --·-•--~-.- BAY AVE. E. 1~~-~ ~~ --~~--~•t _, m ---~ -~• j ) i I ' -i I i r --. - ' I ;~----------; l I ' ' ! l t r-~• •-• -.• o.• ., • i • ' . ' . , ~ i ___ _:_ ~i L-~;~~01" s1-\/D-~~· --~\ LOCATION MAP NOT TO SCALE EMERGENCY TELEPHONE NUMBERS DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 SBC/AT&T TELEPHONE COMPANY (800) 332-1321 611 CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 ADELPHIA (714) 542-6222 COX COMMUNICATIONS (949) 546-4100 UNDERGROUND SERVICE ALERT (800) 422-4133 DATE:~~~--8~-_0_8 __ DATE: -S• 1-0 ~ APPROVAL RECOMMENDED: MARK HARMON GENERAL SERVICES DIRECTOR DATE: ~-r-oK APPROVAL RECOMMENDED: di~· ITVE~ UTILITIES DIRECTOR DATE: s;l-;;4e \ ' ' \ 5-1-0'8 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. 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. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. EPOXY COATED REINFORCEMENT SHALL CONFORM TO ASTM A775 and 03963 6. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES ANO COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 7. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 8. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 9. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 10. RETAINING WALL TO CONFORM TO APWA STANDARD PLAN 615-3. ALL RETAINING WALL REINFORCEMENT TO BE EPOXY COATED 11. ALL CURBS ALONG BAY AVENUE EAST AND "A" STREET SHALL BE PAINTED RED CONSTRUCTION NOTES CD REMOVE EXIST AC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT @REMOVE PCC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT G) FULL DEPTH SAWCUT TO REMOVE EXIST CURB AND GUTTER 0coNSTRUCT TYPE A PCC CURB PER CNB STD PLAN 182-L @ PROTECT IN PLACE @ JOIN EXISTING IMPROVEMENTS 0 REMOVE EXIST GRATE INLET STRUCTURE @ REMOVE EXIST STORM DRAIN UNDER ROAD. FILL REMAINDER WITH SLURRY AND ABANDON IN PLACE ® REPLACE UTILITY BOX ® ELECTRICAL MANHOLE TO BE ADJUSTED BY OTHERS ® REMOVE EXIST 6" TIDE VALVE AND DELIVER TO GENERAL SERVICES (949) 644-3477 @INSTALL CATCH BASIN WITH MANHOLE PER CNB STD 305-L @INSTALL NEW 12" FRESNO TIDE VALVE PROVIDED BY GENERAL SERVICES_ @ REMOVE EXISTING TIMBER WALL AND CONSTRUCT RETAINING WALL PER SHEET 2 DETAIL @) INSTALL 12" SDR 35 STORM DRAIN PIPE @BUILD CURB PER SHEET 2 DETAIL SHEET INDEX 1 TITLE SHEET 2 TYPICAL SECTIONS AND DETAILS 3 PLAN AND PROFILE SHEET BAY AVENUE EAST 4 PLAN AND PROFILE SHEET "A" STREET 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 1s not Responsible for its accuracy, nor for errors or omissions which may have been mcorporated into these plans as a result. REVIEWED: TITLE SHEET C-3955 ri).J ... " MICHAEL J. SINACORI, RCE 46214 BAY AVENUE EAST AND "A" STREET REHABILITATION ASSISTANT CITY ENGINEER DESIGNED: DRAWN: TS TS CHECKED: DATE: MJS 05 07 08 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5938-S SHEET 1 OF 4 S'LY R/W I I I I 5' 30' 10' (STAGE 1) 14' (STAGE 2) N'LY R/W ~--l'.IS~:;~--=~-=~~1;.:=:±--~---=·:=·=·· =· -·=· ~j=-· ~-~·=-=~2-·V=A~R~l ..... ~S::::,.. ~-=---=--72i -3X4 • \ LEXIST VARIES 7"-12" j ' • w _J co <( (le'. -<( > ' 0 -I ~ AC ON 4" BASE JOINT PER CNB STD PLAN 109-L EAST BAY AVENUE TYPICAL SECTION NOT TO SCALE / EXIST. BLOCK WALL REMOVE AND RESTORE ,---+-----ft---H-----;==tr--ffl_+--, AS NECESSARY TO MAKE ( / °'J ' CONNECTION TO OUTLET ( CURB_j --i- i I I 15 ) ' 0 I lf) 6 TIDE VALVE STRUCTURE DETAIL CONSTRUCTION NOTES 0 REMOVE EXIST AC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT @REMOVE PCC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT (2} FULL DEPTH SAWCUT TO REMOVE EXIST CURB AND GUTTER 0 CONSTRUCT TYPE A PCC CURB PER CNS STD PLAN 182-L @ PROTECT IN PLACE @ JOIN EXIST IMPROVEMENTS 0 REMOVE EXIST GRATE INLET STRUCTURE @ REMOVE EXIST STORM DRAIN UNDER ROAD. FILL REMAINDER WITH SLURRY AND ABANDON IN PLACE ® REPLACE UTILITY BOX @ ELECTRICAL MANHOLE TO BE ADJUSTED BY OTHERS ® REMOVE EXIST 6" TIDE VAL VE AND DELIVER TO GENERAL SERVICES (949) 644-3477 @INSTALL CATCH BASIN WITH MANHOLE PER CNB STD 305-L @INSTALL NEW 12" FRESNO TIDE VALVE PROVIDED BY GENERAL SERVICES. @ REMOVE EXISTING TIMBER WALL AND CONSTRUCT RETAINING WALL PER SHEET 2 DETAIL @INSTALL 12" SOR 35 STORM DRAIN PIPE @ BUILD CURB PER SHEET 2 DETAIL NOT TO SCALE SECTION A-A W'LY R/W I 30' 1 o· ~ .......------: : ~ LJ 5' E'LY R/W I I I I "A" STREET TYPICAL SECTION NOT TO SCALE ' OJ ' I : 3" CLR I \ CURB PER CNB STD 183-L TYPE D \\ #4 EPOXY COATED LONG, BAR I 1------ '---EXIST, SLAB ------------ #4 EPOXY COATED DO\./EL SPACED 4' O,C, MIN, LENGTH 8' CURB DETAIL NOT TO SCALE r CATCH BASIN PER CNB STD PLAN 305-L .... . . .. .. . . . .. . . . . CATCH BASIN DETAIL NOT TO SCALE NO. DATE • 0 I (\J DESCRIPTION OF REVISIONS RETAINING \./ALL PER--- AP\./A STD PLAN 615-3 EXIST SAND\ ' 0 I C') RETAINING \./ALL PER-I--~ AP\./A STD PLAN 615-3 iiD ~ ® rELEV = 8.1 FT, PROPOSED BAY AVENUE FS ® ® • 0 I - 3' CLR TYP NOTE: ALL REINFORCEMENT TO BE EPOXY COATED -...___,_-REINFORCEMENT PER STANDARD RETAINING WALL DETAIL NOT TO SCALE SEAL ALL SIDES OF COLD J□INT BET\./EEN \./ALL AND CURB\.// APPROVED HEAVY DUTY SILICONE SEALANT 1------------...L..--~--'----~ CURB PER CNB 183-L TYPE D NOTE: EAST J□INT SHO\./N, \./EST J □INT SIMILAR CURB/WALL JOINT DETAIL NOT TO SCALE STD RECORD DRAWINGS These Record Drawings have been prepared based on infonnation 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. REVIEWED: ~iiHSSJ,7#. '\ :,,'( A ) /$ THOMAS M. <:;, -l fJ ' .4 ,A _, • ;;:; SANDEFUR ~ / r -= ~ No. 64465 ;::; MICHAEL J. SINACORI, RCE 46214 "" Exp, 06/30/09 ""' ASSISTANT CITY ENGINEER ~ _ DESIGNED: DRAWN: /(' or C~\_~1-----.;.cTS::.i-___ ...;T'=-lS r_..,__=,; CHECKED: DATE: ~ -r .... » MJS 05/07 /0B C-3955 TPYICAL SECTIONS AND DETAILS EAST BAY AVENUE AND "A" STREET REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5938-S SHEET 2 OF 4 ------------ ! i ; ========-=-=----l--------+--~-l__' -+-' -+--------1--+-+--~--+--+--------t---t----i----,-,-r---------:-1 --- - ---------- i ------+----- ---- -----+-------1-----+-----+--------i'c----t----+-----t-----t------r----- -------------- - --- - --- ---- - - ------+-----~--I ----------- ' 1----------------------- ---- - - - --- I 1------------------------,--- ------------------- - -- - - --- - --- - - - - I 1------------j 17 L-----------------+---------------------t--------- ------------ [ill j - - - - --------+---------1------L: ____ +----+-----t----t----+------,-----i----!:----r-----;r------------ - ----- - ---------------·------------ -------- - - _: s -- - --- - - _i __ ---------------------- - - - --------------- - ---- - --- - - ----] ------------s ----------i ________ l--___ _j_ ___ --+-----l----+---+----------j •--------, 15 I 151----1 1----------------------t------ ---- - - - - - - - 13 c--------j 1-------------------------t---------------------- - - - - - - - - - i --- - - - - _ _)_ ___ ~-----+---' ' 1-----------------------t--------------------------- - - - - - - - - - - ' I l----------------------1----------------- __ -_-_-_-_-_-_-_-_-_ -_ t_-_-_-_-_-_-_-_ -___ -_ -_-_-__ -_1 __ -_~---_-_-_1i_-_-_-_-_-_-_-➔1::::::::J~~-~------_-_:'_ __ -_------------~1_-_-_-_--_-_--_-+,---_-_-_-_-_---+---_--_-_-_-__ + _____________ + ___ -------------~!-_-_-_-_-_-----t--_-_-_-_-_-_-.-_-_-_--_-_-_-----j--------------~---_-_--_-_---t------_-_-_---t--_-_-_-_-_-_-__ i __________ -_-_-_-_-1-_-_-_-_-_-_-_-r---------1-~C~LEHOR~:-1"=-10'-- - I "' "' "' I"' 10+00 RECORD DRAWINGS These Record Drawings have been prepared based on infor,:nation submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach. 1s not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "' ~~~~"'~~~~"'"'~~~~~~~~~~~~"'~~"'~~~~~"' !> I 0 I 0 I 0 I " I 0 I " I " I CONSTRUCTION NOTES 10+50 0 REMOVE EXIST AC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT @ REMOVE PCC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT Q) FULL DEPTH SAWCUT TO REMOVE EXIST CURB AND GUTTER (!) REMOVE EXIST GRATE INLET STRUCTURE ® REMOVE EXIST STORM DRAIN UNDER ROAD. 0 CONSTRUCT TYPE A PCC CURB PER CNB STD PLAN 182-L G) PROTECT IN PLACE ® JOIN EXIST IMPROVEMENTS FILL REMAINDER WITH SLURRY AND ABANDON IN PLACE ® REPLACE UTILITY BOX @ ELECTRICAL MANHOLE TO BE ADJUSTED BY OTHERS ® REMOVE EXIST 6" TIDE VALVE AND DELIVER TO GENERAL SERVICES (949) 644 3477 11+00 @ INSTALL CATCH BASIN WITH MANHOLE PER CNB STD 305-L ~ AND MODIFIED MANHOLE L.'.._'o. @INSTALL NEW 12" FRESNO TIDE VALVE PROVIDED BY GENERAL SERVICES. @ REMOVE EXISTING TIMBER WALL AND CONSTRUCT RETAINING WALL PER SHEET 2 DETAIL @ INSTALL 12" SOR 35 STORM DRAIN PIPE @ BUILD CURB PER SHEET 2 DETAIL NO. i i VERT: 1''=2' I i l 11+50 I > I1_---EXISTING PIER ,-WALKWAY 3" CHAMFER DATE INSTALL BOAT & ANCHOR 12+00 "' " m,-------J"' ~ ""~~~"'~ REVIEWED: 12+50 ~ l "' "' I I"' ~ • I"' ~ I I~ ~ ~ ~ ~ ~ ~ ~ " ,CONCRETE ---------- I COLLAR[ W/ {' _ -;-----s________ ANCHOR L!_j. r-~~--~ 11•1 JOIN EXIST W/ 12" PVC AND I ITI CAP END OF II EXIST MAIN LINE C-3955 PLAN AND PROFILE SHEET--EAST BAY AVENUE EAST BAY AVENUE AND "A" STREET REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5938-S SHEET 3 OF 4 ------------- -----------------------,----------- -~-------- s 1----------t----,I ----'.------t-, ---1 c:g,; ~~: ' ""' , ~ ,,(, ~, i I I ~ 1'?. s\ c ~0-l /,-.()\ y~~----L..L/"il'-:\J_l'__'_-1-------+---------------------t-------------------- 8 1----------1 7 1----l 1---~~~~~~7~~:=~--=~--=~--=~--=~--=~--=~--=~--=~--=~----tfr~.:-:¾t=g,:''\_"l--+l/-"9;0P.~ i-~)";,-,-li---<0""'· "'()1,-<s-i:,-,~= ~~ict1 )(~>1) 1/t~ I ✓ ~,_1:i_()'--t-!~,,,~~Vj ;· >----+1/~6'-"',·.,__ 1 -;,, ==-r=: _ I/ '-0 I/ '-.: Jz"~. i (1.3%)-t-i ~ ,\'i;'.;'-----+-----+-----+: -----+----f----------------------t----------------------------------7---, I --1 -~ \ I : g~l:w~-+----Jii-----+----+----+--------------------+-----------------------------------1--------, 1----------------+----+----+----+----t-------'H-----,--------,---1---,---,~+ ,~ I 6 6 1----l L, PROPOSED E'LY -~ O~---+--------l----f----+----+---------------------f------------------------------------1---------1 1----------------+----+----+---+----t--------j----;F=;-L-';;O';';;Wc';L-'f,IN~E=--f'~------r------i----1----1~ ,--EXIST CE!NTERLINE ------1-----+----+----+-' ---+---~-----------------t------------- ' i I A'\ ::' I ~'\\ ' <:i<:i I I . ~':,\ \&. ' !/ l:i· / ':,~\ -----.t.. ,,/1,_<o· I i i I ! l-----------+---_J_--+---+-+------1---+---+---+---+----t-, ------t-----t,-------t--·L--L---+---------------+-------------------------1----------i 1----------------l-------:-----+--------t---.__-----c::Pc;cRccOP:iO:'.:'"S;::~E"D CENTERLJ!'IN,i__EE:_ _ _j_ ___ _j ____ /_ ___ _j_: ___ _j ____ ~I -----t------t----l----+---------------------f-----------------------------------1--------1 -' ----- FINIS ED SURF AC "~ EXIST W'L Y -- FLOW LINE I 8 t=======-~~8~~====================t========1=======~~=======t=======t=======~~=======i1===~===+·===~~:7-'~t==~--1;;-cc;-_-_T,:=~,--~~:<;'~-----r---i0o:;0~'51 41:i~~\ ~-I>,,;£' !~~=1======------~---_---_--------------------------~------------------------------------i----------1 ! A'\L' n0 _.3?("'.) L~1 l:i~1 ! '90>"' ~x,· /\; • --!=-___ J_ ___ -J---------------------j-----------------------------------1 --~ 7 1-----1 i-----;'77\----------:----t-, ---+---+----t--¾:.~~-;.1,-'.J.,i:1\,;;_:-i-,-ir---/41<:il:i~-'.],""I-I-. /2-~)_rl:i [L"~LJ,~/~l,_-◊---:.,·=dl/~~'--";=-=-=---t-:1'1~2:'L=-::=-_j_ __ ---~I ----+I ----+----+-------------------+---------------------------------t---------1 1 ----------------i----+.------t __ -___ -_ ------~-==:=======-~:~,..-,~~~-~=-:'.::_=-~-=-=-'_f--==~~~~~~jf-'~_::;:_:;;_;::_""~,:':ri :~-----+ __ (_o_.9_%_)-j-: ---,-:2 l!t;;x4-·---l-----li ___ _ji ____ l-----l---------------------t-----------------------------W -----• r-g-i ' '\_ i I ! L_',c_J ' '--'--PROPOSED W'L Y ~ w FLOW LINE l--------------+--------'-----+----t------t-----1---,---------- +z j -------1,~0_l?SG5_ -----i----+----+----+-------1---------------------~ --, --!-------------- --------------------,------------------------------1---l--------l------+----+----+----+-----------------t------------ ! i 'i ' I I 12+00 CONSTRUCTION NOTES ~l~-~c---"~,...........,~,...........,~c---", ~:----s:~:----s:~---s::-~ ~ ~-ABANDON PORTION OF PIPE UNDER CONCRETE PLANTER. FILL WITH SLURRY. - 11+50 11+00 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. ---\ v-v ~v V V V ., V V V V V V V ®' @INSTALL CATCH BASIN WITI--1 MANHOLE PER CNB STD 305-L 0 REMOVE EXIST AC PAVEMENT AND CONSTRUCT 8-INCH THICK PCC PAVEMENT @REMOVE PCC PAVEMENT AND CONSTRUCT 8-INCH Tl--llCK PCC PAVEMENT (!) REMOVE EXIST GRATE INLET STRUCTURE @ REMOVE EXIST STORM DRAIN UNDER ROAD. FILL REMAINDER WITH SLURRY AND ABANDON IN PLACE ® REPLACE UTILITY BOX @INSTALL NEW 12" FRESNO TIDE VALVE PROv1DED BY GENERAL SERv1CES. @ REMOVE EXISTING TIMBER WALL AND CONSTRUCT @ FULL DEPTI--1 SAWCUT TO REMOVE EXIST CURB AND GUTTER 0 CONSTRUCT TYPE A PCC CURB PER CNB STD PLAN 182-L @ PROTECT IN PLACE @ JOIN EXIST IMPROVEMENTS ® ELECTRICAL MANHOLE TO BE ADJUSTED BY OTI--IERS ® REMOVE EXIST 6" TIDE VALVE AND DELIVER TO GENERAL SERv1CES (949) 644-3477 RETAINING WALL PER SHEET 2 DETAIL @ INSTALL 12" SOR 35 STORM DRAIN PIPE ® BUILD CURB PER SHEET 2 DETAIL NO. 10+50 I DATE DESCRIPTION OF REv1SIONS 10+00 / " \i ~ I \ I \\ " \ rn+oo "A" swm \ \ \ 12+57 BALBOA AVE. ~ \ I " I I -_ _,_I --- \ 1 _on----- " I " I I " I " I " \ I " 0 I " I " I ------------------------ REv1EWED: ~d•j • d • MICHAEL J. SINACORI, RCE 46214 PRINCIPAL Clv1L ENGINEER DESIGNED: DRAWN: TS TS CHECKED: DATE: _ ,. , ,. MJS 05107108 --------- SCALE: 7 HORIZ: 1"=10' VERT: 1 "=2' -----------------" 7 7 C-3955 PLAN AND PROFILE SHEET--"A" STREET EAST BAY AVENUE AND "A" STREET REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5938-S SHEET 4 OF 4