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HomeMy WebLinkAboutR_5989_SJOHN WAYNE AIRPORT ClTY OF COSTA MESA VICTORIA ST C ~ @j) CITY OF IRVINE PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE OSCO SANITARY SEWER ct£ANOUT ()SMtt SANITARY SEWER MANHOI.£ '(j' ARE HYDRANT ._MA_ • WA lER t.tElm BOX & SERVICE 0 GM GAS t.tE1m _..__ VALVE POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE === 81.0CKWALL ~ TREE 0 0 SHRIJBll£RY """' _,,, _,,, .,_,,_ ASPHALT PAVEMENT : : !: :::); !: ):::): BRICKWALK I j CONCRE"IE 6u~ BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ABBREVIATK>NS AC ASF'HALT CONCRETE DIP DUCTILE IRON PIPE VCP VflRlf'IEI) ClA Y PIPE RWY RESILIENT v.mGE VALVE FE FLANGED ENO MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING llGHT Sll STE£L ABANO ABANDONED IP&T IRON PIPE AHll TAG MON MONUMENT TWC CABLE TV DWY ElRMWAY sco Ct.£ANOUT (SEE) ARV AIR RELIEF VAL VE 8/APPR BACK Of ALLEY APPROACH EV ELECTRICAL VAL VE SW SIDEWALi( YNIF WELDED • F"Al:JRIC MLCCSP MORTAR LINED CEMENT C01'TEO S'IEEL PIPE ----NEW CONSTRUCTION RCSCP REINF'ORCEO CONCRE"IE S'IEEL C'ruNOER PIPE ___ £ ___ CENTERUNE -----W---·-WAlm LINE ---G---GAS LINE -E--POWER LINE -r·--TELEPHONE LINE --CA TV-CA8LEVISION LINE -SP-SPRtNl<LER SYSnt :a: STREET LIGHT SIGN p =:j GARAGE OPENING ///// WINDOW CML CEMENT MORTAR LINED PIPE EMERGENCY TELEPHONE: NUMBERS DAY NIGHT CALL TOLL FREE 1-B00-422-4133 BEFORE YOU DIG SOUTHERN CAUF"ORNIA GAS COMPANY SOIJlHERN CAUF"ORNIA EDISON COMPANY SBC CITY Of NEWPORT BEACH (UllUTIES OEPAR'TMENT) ORANGE COUNTY SANITA 110N DISTRICT ADELPHIA CABLE UNOERGROUNO SERVICE ALERT MCWD IRWD (800)-624-8153 (800)-60-'911 611 (949)-644-3011 !714)-962. -2411 714)-338-2960 800)-422-4133 (949)-574-1000 {949)-453-5456 (800)-624-8153 (800)-611-1911 611 (949)-644-3717 (714)-388--2000 {800)-422-4133 (949)-631-1200 PUBLIC WOR·KS DEPARTMENT CENTRAL.BALBOA-PHASE 1 PAVEMENT REHABILITATION (ISLAND AVENUE, M1EDIAN WAY, AND CYPRESS STREET) C-4453 APPROIIED: ~:::::~DI;;;~.;;•. ·-:;;,·IOR;.;•••· .:;()F~.:-;..._;-;..•···;;-·~;,_ ..... -:;:WORl<S~·••··ii:· .;i:;. "t. R.;,C;;.£;-;_ NO;;: . .:. 36;;;;;106;;;----DAlE: -~-,.f-/.-iyt._/_f __ 1 LOCATl01N MAP NOT TO SCALE • IE>ARllil!Nl DA1E 'Z..•U,-11 GENERAL NOTES • 1. ALL W0RK DET~ ON TIO£ PLANS TO 8E PE!RfDRMED UNOfR CONlRACT SHALL 8E CONSTRUC.• 19 IN ACCORD.·•·~ ... • Will! 111:. •sr•ARD SProfl.· ICAllONS FOR PU8IJC WORKS l:eNSlRUCllON • 2009 tW!llON AND SOPPLElllafTS TO DA"IE. EXCEPT AS 0~ S!Al!ll IN 1H£ CITY'S STANDARD SPECIAL PROVISIONS. OR IN THIS CON'IRACl'S SPE!ltAL PROVISIONS. 2. EXl$TING ~ UllUilES ARE SHOWN AS PER AVAILA9LE RECOR0S. 11iE CONlRACTOR SJitAll.• .. BE .. R[SPONSlfll.E. • • . • F FOROR VE V£RIFllf,IG.···. lliE. •.• AC.lUAI 11:/Al .. •· .. LOCAllON AND ELEVAllON lN fill!: FEl.O ~ TO ~ OF CONS~OON. 3. ALL EXPOSED ;~lE ~ ACES SHALL CONFORM IN GRADE, COUlR, OIMENSIM; AND FINISH TO ~ IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS O'Jl.lERWIS£ NO'IED. 5. CONTRACTOR SHALL ADJUST CITY U11UTlE:Jf'9· WAlm VAL Vl:'.S. SCO, SllR\IEY ~l's. SEWER AND STORlot DRAIN MANHOLES) FR • S AND COVERS TO FINISHED GRADE. All OlHER lflll.HIES SHALL BE AIWSTED TO GRA8E PER Pt.ANS. 4 TT BOXES TO BE REPtAtED AND AO.AJSl!ll. fill!: OONTRACTOR SHALL COOlilDINAlE Willi SCE TO ADJUST VAtll.TS. 6. PROPOSm IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE Of EXISllNG ~TS. 7. ANY DISCREPANCY IN ThtE DRAWiNGS OR SPECIFICAllONS SKAll 8E CALtm TO .ThtE IMt.lEDIA"IE ATTENllON Of .ft CITY OF ~T BEACH .PUBIJC WORKS DEPT. FAJLURE TO DO SO "11.l. PLACE RESPGNSll!lll.lTY ON 11iE CONTRACTOR FOR CORRECllON. 8. CORREUllON OF. DRAWINGS AND SPECIFICAllONS. ANY WORK NDT. INDICAlED ON THE DR .. ·.A .•. • .• GS. ·BU···T· .·CALJ.ro.··.·. ··.·.FOR IN ThtE.· SPECll'ICAllONS. .• • l OR w:E.-VERSA,.· •. -.-. • .SHALL .. BE. fl:JRNISHED AND PIRFORB AS 1HOOGH SPECIACALLY INDICATEO AND CALLED FOR IN li!OlH. ANY WORK NOt INSTALLED ACCORDING TO DRAWINGS ANO SPECIFICAllONS OR ORDINANCES ANO LAWS SHALL 8E REPLACEO AT CONlRACTOR'S EllPENSE. CONSTRUCTION.'NOTES 0 ~'1ilMf ~,.. SUl!GRAOE TO OEPlH TO 0 REMOVE D!SllNG CURB AND OONSlRUCT 1YPE '8' CURB PER CN8 STD-182-L. 0 REMOVE EJIISTIMG lMPROVEMENTS AND CONSTRUCT 4-INCH THIil!( P.C.C. SIDEWALi(, PER CN8 StD-180-L. 0 REMO'/£ ElllSllNG lMPROVEMENTS AND CONSTRUCT 6-INCH THIil!( P.C.C. ALLEY APPROACH PER APPUCABLE PORllONS OF CNQ. ST0-142-l. TYPE 'A'. © CONSTRUCT 7-INtl-! 1IOOK P.C.C. ROADWAY P£R APPUCABLE POR110NS Of CN8 STD-180-L ANO SlD-109-L. © SAWCUT AND ~ EXl$llNG PA\-MNT .Atll SUBGRADE. TO ACCOMMOOATE CllNSTRUCllON 0, 6-!NllH llilCK, 4,000 PSI, P.C.C. ALLEY PER CNS SlD-140-L. (?) REMOVE AND ~ PULL BOX TO FINISH SURrACE ElEVAllON PER ·eMB $T0-204-l OR Sl'D-205-L. @ PRQ1£CT IN Pl.A¢£. © ~ AND !QQl!E TRf£ ~ llil$TALL ROOT llARRIERS PER CITY SPECIFICA'IIONS Ne· TRf£ l'Rt>l!CllON ZM STANDARD . @) GRIND CUR9 ACCESS RAMP/ACCESS WAY UP. @ SAWCUT FIJLL lilfPTH, PlACE 4" 1NICK ~ BASE AND llil$TALL RAISED lRUNCAlEO OOli1E 11lE PER CN8 STD-181-L. • @ lffll0¥E ElCISllttG CURB Aeef.gs ~AMP AND tMTRIJCT CUR8 Aeef.gs RAMP, PER CNS STD-181-L. @) !QQl!E AND RBUCE WA"IER VALVE BOX ANO COVER ADJIJST TO GRMIE PER CN8 sro-s11. @ NOT USED @ ADffiT SEWl!R/S'r()RM MAIN MANHOLE ~AM£ AND COVER TO GRADE PER CN8 STl>-111-L @ ADJ:lST lELEPflQMF;jTWC HANDHOLD OR PULL BOX TO l'INISH GRADE. @ RElifOI/E AND ~CE SEWER Ct.£ANOIIT AND COVl:'.R TO CRMI£ PER CNlil SlD-511-L. @) REMOVE AND ~ WA"IER t.tE1ER BOX TO FlNISli ~ACE ElEVAllON PER CN8 $1)-582-L OR STD-503-L. @) REMOVE EXl$llNG AND CONSTRIJCT P.C.C. STAHtARD CROSS GUTTER PER CN8 S18-185-l. @ ~/flffl:lmlai~'?iRTfs1.. ® INSTALL 36-lffffl TRf£ PER CITY STANDARD WllM 48--INCH TRf£ GRADE. @ REPAINT RED CUR8 HRf RED CURB WAS REMOVED. @ REMOVE ElOSllNG CURB Atll CONSTRUCT TYPE •,: CURB PER CN8 STD-182-L. @ AO.ltlST UllUTY VAULT /l>WilOX/lfANOHOLD TO l'INISlf GRA!lE BY OTHERS. @ REMOVE 1REE @) REMOVE EXISllNG SIGN, STORE, AND RE-INSTAU-AND DIREC IED i,Y lHE ENGINEER. @ CONSTRUCT LOCAL llEPRESlllolll PER CN8 StD-304-L @ wAllE~~a6~ =~T .. • r~ TITLE SHEET -0 • astm • CENTRAL BALBOA -PHASE 1 ii R. MO. 56980 rn DA1E > r.S', 11 PAVEMENT REHABILITATION ii; ~~-.::.,.~~~=-1-----------..~~~~~t: DfSINI) l'l'f• tlRAWN PT c,rv OF NEWPORT BEACH "R~-5;...;;.9..;;.89-~.· -=s .... i CHECKED PU8UC WORKS DEPARTMENT . am 1 CF 6 ;; CITY OF COSTA MESA 1/lCTORIA ST ~ CD "' < :c PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND • POWER POLE Osco SANITARY SEWER CLEANOUT (:SMH SANITARY SEWER MANHOLE 'y:j FIRE HYDRANT I-WM_ WATER METER BOX & SERl/1CE □GM GAS METER --------®----VALVE POWER POLE ANCHOR n MONUMENT -x-x-x-FENCE BLOCK WALL ~ TREE (J ,CJ SHRUBBERY -= _,,, .,,, .,,,_ ASPHALT PAVEMENT f :: :f :\:':,·::\:'::\ BRICKWALK I: . . ·. • . I CONCRETE ~?aaa??j BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION ___ <t, ___ CENTERLINE ----S----SEWER LINE -----W-----WATER LINE ---G---GAS LINE --E--POWER LINE -T--TELEPHONE LINE --CATV-CABLEl/1SION LINE -SP--SPRINKLER SYSTEM STREET LIGHT 7T SIGN p ==I GARAGE OPENING ///// WINDOW JOHN WAYNE AIRPORT ~ ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON PIPE VCP 1/lTRIFIED CLAY PIPE RWV RESILIENT WEDGE VALVE FE FLANGED END MJ MECHANICAL JOINT NTS NOT TO SCALE RT RING TIGHT STL STEEL ABAND ABANDONED IP&T IRON PIPE AND TAG MON MONUMENT TWC CABLE TV DWY DRIVEWAY sea CLEANOUT (SEWER) ARV AIR RELIEF VAL VE C ~..<>c;, ;r a ~ CITY OF IRVINE UNIVERS\1'1 B/APPR BACK OF AULEY APPROACH EV ELECTRICAL VALVE SW SIDEWALK WWF WELDED WIRE FABRIC MLCCSP MORTAR LINED CEMEl'H COATED STEEL PIPE RCSCP REINFORCED CONCRETE STEEL CYLINDER PIPE CML CEMENT MORTAR LINED PIPE SPRINKLER EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC CITY OF NEWPORT BEACH (UTILITIES DEPARTMENT) ORANGE COUNTY SANITATION DISTRICT ADELPHIA CABLE UNDERGROUND SERl/1CE ALERT MCWD IRWD DAY (800)-624-8153 (800)-611-1911 611 (949)-644-3011 (714)-962-2411 [714)-338-2060 800)-422-4133 f 949i-574-1000 949 -453-5456 NIGHT (800)-624-8153 (800)-611-1911 611 (949)-644-3717 ~714 )-388-2000 800)-422-4133 (949)-631-1200 PUBLIC WORKS DEPARTMENT CENTRAL BALBOA -PHASE 1 PAVEMENT REHABILITATION (ISLAND AVEN ~.--wtt:~11-\'tVv---VV-,.~, ~~~ s S STREET, AND HARDING STREET) 453 APPROVED: ______________________ DATE: ______ _ DIRECTOR OF PUBLIC WORKS R.C.E. NO. 36106 APPROVED:----------------------DATE: DEPUTY PUBLIC WORKS DIRECTOR/CITY ENGINEER R.C.E. NO. 47961 ------ ,_ Ji "' PAoc1r,c AS-BUILT GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHAUL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 2009 EDITION AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STA TED IN THE CITY'S STANDARD SPECIAL PROl/1SIONS, OR IN THIS CONTRACTS SPECIAL PROl/1SIONS. 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 OF CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHAUL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250 UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHAUL ADJUST CITY UTILITIES (e.g. WATER VALVES, sea, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. AUL OTHER UTILITIES SHAUL BE ADJUSTED TO GRADE PER PLANS. 4 TT BOXES TO BE REPLACED AND ADJUSTED. THE CONTRACTOR SHALL COORDINATE WITH SCE TO ADJUST VAULTS. 6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO WIUL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 8. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CAULED FOR IN THE SPECIFICATIONS, OR 1/lCE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICAULY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTAULED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHAUL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 x~~~ioi1TER~~~1lif~R~f tl~'llf~JTit~? SUBGRADE TO DEPTH TO 0 REMOVE EXISTING CURB AND CONSTRUCT TYPE 'B' CURB PER CNB STD-182-L 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK, PER CNB STD-180-L 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6-INCH THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L. TYPE 'A'. @ CONSTRUCT 7-INCH THICK P.C.C. ROADWAY PER APPLICABLE PORTIONS OF CNB STD-180-L AND STD-109-L © SAWCUT AND REMOVE EXISTING PAVEMENT AND SUBGRADE, TO ACCOMMODATE CONSTRUCTION OF 6-INCH THICK, 4,000 PSI, P.C.C. ALLEY PER CNB STD-140-L. (j) REMOVE AND REPLACE PULL BOX TO FINISH SURFACE ELEVATION PER CNB STD-204-L OR STD-205-L. @ PROTECT IN PLACE. ® PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS AND TREE PROTECTION ZONE STANDARD. @) GRIND CURB ACCESS RAMP/ ACCESS WAY LIP. ® SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, PER CNB STD-181-L @ REMOVE AND REPLACE WATER VALVE BOX AND COVER ADJUST TO GRADE PER CNB STD-511. @ NOT USED @) ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CNB STD-111-L @) ADJUST TELEPHONE/TWC HANDHOLD OR PUUL BOX TO FINISH GRADE. @ REMOVE AND REPLACE SEWER CLEANOUT AND COVER TO GRADE PER CNB STD-511-L. @) REMOVE AND REPLACE WATER METER BOX TO FINISH SURFACE ELEVATION PER CNB STD-502-L OR STD-503-L. @) REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185-L. @ REMOVE EXISTING AND CONSTUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I OR TYPE II PER CNB STD-162L OR STD-163L. @ INSTAUL 36-INCH TREE PER CITY STANDARD WITH 48-INCH TREE GRADE. @ REPAINT RED CURB WHERE RED CURB WAS REMOVED. @ REMOVE EXISTING CURB AND CONSTRUCT TYPE 'A' CURB PER CNB STD-182-L. @ ADJUST UTILITY VAULT/PUULBOX/HANDHOLD TO FINISH GRADE BY OTHERS. @) REMOVE TREE @ REMOVE EXISTING SIGN, STORE, AND RE-INSTALL AND DIRECTED BY THE ENGINEER. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L ~ REMOVE AND REPLACE WITH NEW SURVEY MONUMENT FRAME AND COVER 'Bl TO GRADE PER CNB STD-116-L. PROTECT SURVEY MARKER IN PLACE. LJ Q_ DRAWINGS LJ ' LOCATION MAP NOT TO SCALE '!>~ ~ .... No. 611329 . ~30-11 CIVl\, ~ ct,\, LJ ' u " ~ cc C-4453 ,, APPROVAL RECOMMENDED ...-----------....... ----------------------------------------------1 6 APPROVAL RECOMMENDED MAINTENANCE OPERATIONS DEPARTMENT PRINCIPAL ENGINEER R.C.E. NO. 56980 TITLE SHEET CENTRALBALBOA-PHASE1 = ,- 0 u:, a,:.D:.:.;.ATE:.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;1,.... ___ PA_V_E_M_E_N_T_R_E_H_A_B_IL...,IT .... A_TI_O_N __ -I :c DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5989-S DATE -------lricHJC'EcriiK'errn,-------1nD-.,ATE~-~ PUBLIC WORKS DEPARTMENT SHEET 1 OF 6 FT 15 FEB 2011 '-0 G 8-0 E=========3E~==!~±=====i===========i=====i======t===========t=====t======t==========+=====~====+==========+====~=====t===========f====3========== ~ ~ _J --1--__ 7.0 ---- 8.0 X 7.0 - 8.0 7.0 10+00 \ \ \ C I '' -- -- -- C/J c,1 '' ·-- CONSTRUCTION NOTES 0 SAWCUT AND REMOVE EXISTING PAVEMENT AND SUBGRADE TO DEP1H TO ACCOMMODATE NEW PAVEMENT CONSTRUCTION. - -· ...J @ REMOVE EXISTING CURB AND CONSTRUCT TYPE 'B' CURB PER CNB STD-182-L. '' Q) REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK PER CNB STD-18O-L. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6-INCH THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L. TYPE 'A'. ® CONSTRUCT 7-INCH THICK P.C.C. ROADWAY PER APPLICABLE PORTIONS OF CNB STD-18O-L AND STD-109-L. ® PROTECT IN PLACE. @ GRIND CURB ACCESS RAMP/ACCESS WAY LIP. ® SAWCUT FULL DEPTH, PLACE 4" THICK PCC BASE AND INSTALL RAISED TRUNCATED DOME TILE PER CNB STD-181-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, PER CNB STD-181-L. @) ADJUST TELEPHONE/TWC PULL BOX OR HANDHOLD TO FINISH GRADE. @ REMOVE EXISTING AND CONSTUCT P.C.C. RESIDENTIAL DRIVEWAY APPROACH TYPE I PER CNB STD-162L OR STD-163L. @ INSTALL 36-INCH TREE PER CITY STANDARD WITH TREE 48-INCH TREE GRATE. @ REPAINT RED CURB WHERE RED CURB WAS REMOVED. @ REMOVE EXISTING CURB AND CONSTRUCT TYPE 'A' CURB PER CNB STD-182-L. @ REMOVE TREE @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-3O4-L. -- -- -- -...J '' '' ' 0 ...J --. 11+00 (_C, w'L'f P/L ! ! ! I I i0 ""-•• I '' ...J 12+00 ISLAND 8' 2 r' ...J .. ,) (0 I,,.; LO ,..;.::; I_)) r--,. r.,.) 17' r, . ' . U) 50' NOT TO SCALE EXISTING W'L Y FL W LIN~ L ' ,, C - 13+00 I co ... ~ u ! (0 ,_,_) ,, 17' \ VJ I> -~ -'-· en :-:::.:i ,...;: -. ...J co ,_D ~~ ,x: -:; Ct • -"' ,, "--' Li_ PROFILE SCALE VERT. 1" -1' HOR. 1"=20' 14+00 AVENUE _2% 3 2 I I I I I /2/12 PT /1\ DATE BY ;-_; J " _. AS-BUILT -1·--. CJ c·, --- '' ' - ...J ' 15+00 SCALE 1 • -20' AS-BUil TS PT gi Cl. nw "' ...J J, z "- 7.0 6.0 7.0 6.0 7.0 6.0 . LlJ ~ C-4453 ISLAND AVENUE CENTRAL BALBOA -PHASE 1 PAVEMENT REHABILITATION DESCRIPTION APP'D. DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH .___ _ _1__ _ _[_ ___________ __,__-+c=HE=c=KE=D--+=DccATE=------I REVISIONS IL 15 FEB 2011 PUBLIC WORKS DEPARTMENT R-5989-S 2 OF 6 ---------- PROFILE SCALE VERT. 1" = 0.5' HOR. 1" = 10' N ,-.. "' + u ,-.. uJ 8.0 f--------ir-+-----------,..,,-F-=-=-=~---¾-==-=------------+-------------+-----------------18.0 u ' m C ·:,-LL c, ~ c, r~-c-_, ---------rt CU ~ ---------_ --EXISTING W'LY FLOWLINE"\ 7.5 t-----------------------t-----------,.~,-_----------+-'::~------~---..==-,:------_-_-_-__ -_-_-_--\--------+---------~-o::-----------t7.5 ~ ·-L-~ +u 8.0 7.5 8.0 8+00 "' u m CX) a, CX) I I I I I I - r.: "' -cci , . J::;, 0 > _J cc ~ <(s Q1~-t---~ -cc _J <( cc • w I I I I -- YILY P/L z ' a F u ::::, .... I -I!=-,"' v,+ \ -CX) u JOIN. 0 z uJ 5' . I f:2 v, a L "' ,-.: ·' r··. , AS SHOWN 22 ON PLANS 47' 10' 9+00 200 MEDINA 30' 10' '-......__...,SUBGRADE__________.,., 8 TYPICAL SECTION NTS w (' I -- -- WAY 5' --a> ID ----r __ _ -- L EXISTll'lG SURFACE AT CENTER LINE~ 131 "in f- .,__ .,__ --· "in -- 201 E' Y P/L "' ,JJ .._ LJ_ ,_ ,-.: - I ' " YV ' ~ '.,.-1' .._ ~ ~ ~ ,-.: - -- S 0.8% ' L c::: • w 8.0 (/: L ' r< 7.5 -- "' .._ :g ,-.: - 8.0 10+00 s:;f" 0 z 1-w w :r: (J) w w t101 ~ , z ...J :r: (.) ~ ::;§: 0 0 + 0 ...... SCALE 1" -10' CONSTRUCTION NOTES 0 y~w.f8JoO~~D~,tto~WE~xl~E~f"eU~~ltlJ~~o~~BGRADE TO DEPTH 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK PER CNB STD-180-L. © CONSTRUCT 7-INCH THICK P.C.C. ROADWAY PER APPLICABLE PORTIONS OF CNB STD-180-L AND STD-109-L. @ PROTECT IN PLACE. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, PER CNB ST0-181-L. @ REMOVE AND REPLACE WATER VALVE BOX AND COVER ADJUST TO GRADE PER CNB ST0-511-L. @ ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO FINISH GRADE PER CNB STD-111-L. @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB ST0-185-L. @ REPAll'lT RED CURB WHERE RED CURB WAS REMOVED. @ REMOVE EXISTING CURB AND CONSTRUCT TYPE 'A' CURB PER CNB STD-182-L. @ ADJUST UTILITY VAULT/PULLBOX/HANDHOLD TO FINISH GRADE BY OTHERS. f' =· :0 h===· ===· ===· 9·· • ,. 7, - ""'·--, __ • ..J_,, 4"THK. SIDEWALK/ AS-BUil TS AS SHOWN"3 ~ AS SH OWN ON PLANS '-.:.,, \!:YON PLANS :0 -' 0 -r, C-4338 ,, L" ~~r----i~~---------"""T':::"""""T" ________ "T"" ________________ ---1 r 4/2/12 PT /l \ AS-BUILT PT MEDINA WAY CENTRAL BALBOA -PHASE 1 PAVEMENT REHABILITATION TI L 0 w L l----f-----11-------------+A-P-P'D-. +D-ES-IGN_ED _ __,,..DR"'"A"'"WN ...... --+-----------...... -R-5_9_8_9_8 ..... c: DATE BY DESCRIPTION PT PT CITY OF NEWPORT BEACH - -•'i 1--->-------<>-------------~---------<>---------< REVISIONS CHECKED IL DAn;5 FEB 2011 PUBLIC WORKS DEPARTMENT Sl£ET 3 OF 6 7.5 PROFILE SCALE VERT. 1" = 0.5' HOR. 1" = 10' r EXISTING SURFACE AT PL OFFSET W'L~ ' L , ~--r;:' c:: EXISTING SURFACE AT CENTER LINE~ 7.5 ----------+---------------------+--------------------;r.''-+--,.,,---------~.----~a;------------,;..,_+-:'c-,_---------i:~,-:----S=L:::OP-=E=_:0:::.2:::% ___ +-------------:,,,'\.---------+-_-_-_---"'sL.,,O,_,PE.::-c:.0>=._·1..,2%"'--_-~---I 7.5 --' • • r;:' • • ;::: '" ~ c , SLOPE-0.8% -- LL. L I ,-r-,: r--- 0 LO,,, ~ -i' 0 r: C? t_; r..: ,.. SLOPE-0.2% ,-.. '.::.. -------.... I"') _(j r..: I r;:' ' ' 7.0 .. (.Fl ~ u. LO c-1 ~ I---co u, ~ / :> ,n ';' ~ /_ t [;"-~ EXISTING SURFACE AT P/L OFFSET y ~ ,;;- 7.5 -------+----~;-~.:::::JC/~'--------+=!=--------,-~,.,-;-------+~"'---.----------'-';._· ------+--------------f+'-!'_".,----"'~~:.-:.-=.-:.-:..-:.-:..-:..~.J'--2fll"""----~------,:,=--i~ 7.5 ~ 5~-I 0) Lu ---'---r,-: 7.0 ---------+----'~·· --+',--' ------+----------------+---------------+---------------+--------~· ·------+----------17.0 10+00 CONSTRUCTION NOTES 0 © (j) @ ® REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6-INCH THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L. TYPE 'A'. SAWCUT AND REMOVE EXISTING PAVEMENT AND SUBGRADE, TO ACCOMMODATE CONSTRUCTION OF 6-INCH THICK, 4,000 PSI, P.C.C. ALLEY PER CNB STD-140-L. REMOVE AND REPLACE PULL BOX WITH PULL BOX TO FINISH SURFACE ELEVATION PER CNB STD-204-L OR STD-205-L. PROTECT IN PLACE. PRUNE AND REMOVE TREE ROOTS. INSTALL ROOT BARRIERS PER CITY SPECIFICATIONS. AND TREE PROTECTION ZONE STANDARD. @2 REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, PER CNB STD-181-L. @ REMOVE AND REPLACE WATER VALVE BOX AND COVER TO GRADE PER CNB STD-400-L. @ ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO PER CNB STD-111-L @ ADJUST SCE/TELEPHONE/GAS t.tH/VAULT, PULL BOX, VALVE TO FINISH GRADE. ® ~5~8?f M~1~~LiB~F11:Vf~Jb~iNoi~TP~D~g'1fo~g1f~lsH SURFACE ELEVATION. @ REMOVE AND REPLACE PULL BOX/WATER METER BOX TO FINISH SURFACE ELEVATION PER CNB STD-502-L OR STD-503-L @ REMOVE EXISTING AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB STD-185-L @ REPAINT RED CURB WHERE RED CURB WAS REMOVED. ® REMOVE EXISTING SIGN, STORE, AND RE-INSTALL AS DIRECTED BY ENGINEER. @ REMOVE AND REPLACE 1'11TH NEW SURVEY MONUMENT FRAME AND COVER TO GRADE PER CNB STD-116-L PROTECT SURVEY MARKER IN PLACE. 11+00 12+00 12+75 BUILDING MEDINA WAY P/L P/L • ~ 25• I ; /,. t' •• , FLOW !' '. A LINE , •. ", /~J 12.5• I ,2.5• • ~--------------------------· --------------------------,~-' // ~ JOIN t' ,-, 1/~ 1 I JOIN--...., • < ': / EDGE COLD JOINT OR ~ SAWCUT PVMT. ALONG P/L (TYP) ~12" SMOOTH CONC. TROWEL FINISH .. ;l~'fc='-2;:~ -, (.f'!!-,,3/x. . , ' ?.~ '-coLD JOINT OR SAWCUT NOTE: EXISTING ALLEY TO BE REPLACED 1'11TH COLD JOINT OR SAWCUT 12" 12" 6" THICK 4,000 PSI P.C.C. OVER 95% COMPACTED SAND TYPICAL SECTION NTS 4/2/12 PT AS-BUILT No. 65329 BUILDING PT I I 0 316 ° LO I ' r--+ C"J ...... SCALE 1" -10' AS-BUil TS C-4338 MEDINA WAY CENTRAL BALBOA -PHASE 1 PAVEMENT REHABILITATION ~;;::§) --...·-.,JlF ~ DESCRIPTION APP'D. DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5989-S 1---~-~-----------~--1-cC~HE=c=KE=D-~tccD~ATE~~--1 4 DATE BY REI/ISIONS IL 15 FEB 2011 PUBLIC WORKS DEPARTMENT --• OF 6 7.5 ,, r Cc PROFILE SCALE VERT. 1" = 0.5' HOR. 1" = 10' ... , ... • ....... u . ·---··· ·--n, ,.._, a:r, L 0 7.0 ..._-·-------+---------+---------+---------+--------+-----------,------+-------+--------+--------+-------------1 EXISTING SURFACE AT CENTER LINE , 7.5 c-------------------- SLOPE-0.16,C _, L Li I I ,..: 7.0 I') C > • I l ! L -LJ_ r· t.A1::,111"u'::-1 111:~Alt.Ll, rn ' '' _, .._ 0 -,..: ------------- ,,. <O ,..: ·-L L.-I - ,, ~c ,.? 'uO n >-n r "' <O ~ u :::, ~ ' uw 7.5 7.0 7.5 7.0 7.5 f--'~=-i----------tic'L' _________ *u; _________ -+·c+---··---------t=[ _________ -+·-~-----------fc~:L. ----------f+,~-------';q_::'-c----f-L~c-: --~+l~~------+~L: _______ ....... __ ......._--""...,_-+--+"'+~"-----------l7,5 :: 1 ·-: ;:,;--: ·n ·--' .............._ ~ L&J ·n 7.0 1---------+----------+---------+-------1---------+----------+---------+-------1----+------+----------+---+-,-', -------17_0 12+75 13+00 14+00 15+00 I I I I l I I \ I I I I ,1 I • /I I I I I I V FF=B.15 I \ ,,,; I• I I i l,J,,, ,n "' . . I ~ ·•,;:· ~ ·~ ~~-, ~ ~ : I i I ~-· ~ ~, ~ --=----~------:-;:----_--_-----~~---· : I : • '" :~ "' :i \ t ~ ; 0 >11' Jl ' .· / / y--_ -------------1J I l 11 J II/ FF=7.70 ,/11 I (, . . . ' ' ' . • . . . . • .·I I?., Z • ( • r·--------------y I I • • ._ --• ---• • • ---_. • • '1-• ~ f • -• -• --' (.9 0 1 / / / / ' ' -' ' -' ' -' ' ' ~ -' ' ' ' ' -' ' ' .. ' ._J_. , 1.,1,,1 I---_ll -I O ..,..,.,•..,.,.,..,_ :-.--;-....,.,....._ ...... - - - - 0 - ----=·-"-"' "-,' "-=='-" -__,;;o== C -==~--c_;..c_· c _ _;,;;;;_ ..;;; __ -:--:--: -. -: -: -:9 ~.-: . _._ -- - - --- ---;;;;:: -- --- --" :. ---------------------• ~I I ~----_-_-_--===:.-=--~-.,..-""""'-~o~---J•L----------~:;===::;:='P 0 ===---==--:::::=:::::::r:=::::;:;;::r--:t_= -J/1 -N CONSTRUCTION NOTES @ REMOVE EXISTING CURB AND CONSTRUCT TYPE 'B' CURB PER CNB STD-182-L CD REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4-INCH THICK P.C.C. SIDEWALK. 0 REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 6-INCH THICK P.C.C. ALUEY APPROACH PER APPLICABLE PORTIONS OF CNB STD-142-L TYPE 'A'. © SAWCUT AND REMOI/£ EXISTING PAVEMENT AND SUBGRADE TO DEPTH OF 6-INCHES. CONSTRUCT 6-INCH THICK WITH 4,000 PSI P .C.C. PER CNB STD-140-L ® PROTECT IN PLACE. @ REMOVE AND REPLACE WATER VALVE BOX AND COVER PER CNB STD-111-L @) ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COl/£R TO GRADE PER CNB STD-111-L ® ADJUST TELEPHONE/TWC HANDHOLD OR PULL BOX TO FINISH GRADE. ® REMOVE AND REPLACE SEWER CLEANOUT AND COVER TO FINISH SURFACE ELEVATION. ADJUST TO FINISH SURFACE ELEVATION, PER CNB STD-511-L ® REMOVE AND REPLACE PULL BOX/WATER METER BOX TO FINISH SURFACE ELEVATION PER CNB STD-502-L OR STD-503-L. BUILDING ------- ~ <.;" 14 '.).,' 1z MEDINA WAY p~ p~ 25• I / >~-~ --------------------------------------------------1~<~~ -.: r~iw ~l.\ •. jl 12.5' I 12.5' • •• . '-·-~-----------------------+-·------------'"-'---------------ti.''' • I JOIN • ;.-;• I JOIN--...,, '. ~ ' BUILDING NOTE· / EDGE COLD JOINT OR ~ TROWEL FINISH SAWCUT PVMT. ALONG P~ (TYP) ~12" SMOOTH CONC. ' 'f;,'~ ' -- '-co LD JOINT OR SAWCUT 1; , , 1. 'l ,._ l ' \ I ~,, I SCALE 1" -10' AS-BUil TS " ' 7 T, <( C-4338 ~ @ REPAINT RED CURB WHERE RED CURB WAS REMOv£D. EXISTING ALLEY TO BE REPLACED ~TH COLD JOINT OR SAWCUT 6" THICK 4,000 PSI P.C.C. 0\/ER 95,C COMPACTED SAND 12" 12" ----------------------------------------------~ 4/2/1: PT fil @ ADJUST SCE VAULT/PULLBOX/HANDHOLD TO FINISH GRADE BY OTHERS. @ REMOI/£ EXISTING SIGN, STORE, AND RE-INSTALL AND DIRECTED BY THE ENGINEER. @ CONSTRUCT LOCAL DEPRESSION PER CNB STD-304-L TYPICAL SECTION NTS AS-BUILT PT MEDINA WAY CENTRALBALBOA-PHASE1 PAVEMENT REHABILITATION " l--+--+------------+--1-----..... ....----+--------------------1~ DESCRIPTION APP'D. DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5989-S ~ DATE BY l---~-~-----------~---------+-------1 REVISIONS CHECKED IL DATl\5 FEB 2011 PUBLIC WORKS DEPARTMENT SIEET 5 <F 6 N ,,., - u EXISTING w' Y FLOW LINE ,__ ______ ,... --/ 6.5f---------+--l-------+-------=---=-~~~-=-=-----_----+----t,'--------+--------+-----------------+-----------j--------+----------------+--------.-------l c:: --------L ,, ---------6 0 '.;:J {_;_) (j,::: l[) LL • t-----------t--------------t---------------------+-----------+----------+---+-•~(; _________ ----,'-='----------+--"~----•---------+-C-· ---------r-'-"•1 _________ ~-~c -----------t~~-------+------i ~ (~ C c., "? 0 t-' ,_-_) -= + 7.01------wx+------1-":-:,..,__ ________ t--------------------t--------==-c::-+c:::-:-=-=-:==-c~---t--------------------+-----------+---------+--------------------+---.-----llern'--------l EXISTING URFACE AT CENTER LINE ::::i --------"-u_ 6.5 co :;_J -"-'-- I 0:: 6.5 rn ~ -.. F'IV ~1nw IIM~ tj- -,.,,------"-u_ "' ---- --(0 v: (0 ,~~; {r: ------------------- - c::: '' ' -- V> c..n "-u_ [;:; C·J t0 <D ---- • ~ Ii" J "' • r--c., N --- '\. \. N c._ ~ j-c., ·-"- 6 0 .. ,, :~•. <) l..;.'.:: (!_) LL I -r-- - - - - --< . r---------,---------P-R_O_F_IL_E_S_C_AL-E----.----+-=,------+~~------+--,,--------;c:~'.------+--+'.~.~-------H---"-;------+=~-----~=~~~~-~-+-~-,-~~-----~ VERT. 1" = .5' HOR. 1" -10' C i: 6.5 6.0 7.0 6.5 6.0 6.5 6.0 10+00 11+00 12+00 13+00 \ '\ J IN \ °'L. ~ ~ 30' ~ CONSTRUCTION NOTES 0 SAWCUT AND REMOVE EXISTING PAVEMENT AND SUBGRADE TO DEPlH TO ACCOMMODATE NEW PAVEMENT CONSTRUCTION. 12 r;:,_ REMOVE EXISTING IMPROVEMENTS AND CONSTRUCT 4-INCH lHICK P.C.C. SIDEWALK, \:Y PER CNB STD-180-L. ® CONSTRUCT 7-INCH lHICK P.C.C. ROADWAY PER APPLICABLE PORTIONS OF CNB SlD-180-L AND SlD-109-L. @ REMOVE EXISTING CURB ACCESS RAMP AND CONSTRUCT CURB ACCESS RAMP, PER CNB SlD-181-L. @ REMOVE AND REPLACE WATER VALVE BOX AND COVER ADJUST TO GRADE PER CNB STD-511. ~ ADJUST SEWER/STORM DRAIN MANHOLE FRAME AND COVER TO 1.:.::1 TO FINISH SURFACE ELEVATION, PER CNB STD-111-L. @ ADJUST TELEPHONE/TWC HANDHOLD OR PULL BOX TO FINISH GRADE. 301 TO 319 406 1/2 CYPRESS w'LY P/L 4' -6.25' I 23 \ 21' 30' 46' 5' I 0 , I I I - 30' E'LY P/L 10· 10· 3.5' -4' 3.5L__ REMOVE EXISTING _2% I SCALE 1" -10' I ~EXIST. CONCRETE PAVEMENT 23 TYPICAL SECTION AS-BUil TS NOT TO SCALE - @ REMOVE AND REPLACE SEWER CLEANOUT AND COVER TO GRADE PER CNB STD-511-L. @ REMOVE EXISllNG AND CONSTRUCT P.C.C. STANDARD CROSS GUTTER PER CNB SlD-185-L. @ REMOVE EXISTING AND CONSTUCT P.C.C. RESIDENTIAL DRIVEWAY C-4338 APPROACH TYPE I PER CNB SID-162-L OR SID-163-L. @ REPAINT RED CURB WHERE RED CURB WAS REMOVED. @ REMOVE EXISTING CURB AND CONSTRUCT TYPE 'A' CURB PER CNB STD-182-L. @ ADJUST UTILITY VAULT /PULLBOX/HANDHOLD TO FINISH GRADE BY OlHERS. @ CONSTRUCT LOCAL DEPRESSION PER CNB SlD-304-L. Ila. 65329 Exp. 09-30-11 _ /, ~qvn,/,$// <l>ct,1.~ 4/2/12 PT AS-BUILT DATE BY PT CYPRESS STREET CENTRAL BALBOA -PHASE 1 PAVEMENT REHABILITATION DESCRIPTION APP'D. DESIGNED PT DRAWN PT CITY OF NEWPORT BEACH R-5989-S --~-~----------~--+===--bc==--~-R E VIS I ON S CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 6 Of 6 IL 15 FEB 2011 cl Q_ w Q_ [jJ ~