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HomeMy WebLinkAboutR_5981_S!lt ~ p·. ..i _ls! J. 17 " CITY OF COSTA MESA JOHN WAYNE > AIRPORT :J' lct~ ri,J' 4p CITY OF IRV1NE ~ "·' .... ~. ~~. ~~Li.! PUBLIC WORKS DEPARTMENT ': > ' :sv]"···• Occ:AN • ·•·. t3f} ':·}r._ LIDO ISLE STREET REHABILITATION , . . .,. ' . ''"' . ,, C::=) PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) ·v POWER POLE AS AGGREGATE'. BASE @ ARV AIR RELIEF VAL VE 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 t,()<l FIRE HYDRANT OLK BLOCK CATV CABLE TV r;;i WATER ME'IT:'.R Cl CAST IRON m STREET UGHT PULL SOX ~ CENTERLINE CNB CITY OF NE\"1'0RT BEACH ~ TRAFFIC SIGNAL PULL BOX CL CLASS CLR • CLEAR ~ STREET LIGHT C&G CURB AND GUTTER E EAST /ELECTRIC 0 WATER VALVE EC END CURVE 0 GUY WIRE ECR END CURVE RETURN EVC END VERTICAL CURVE h SURVEY MONUMENT/ MARKER EXIST EXISONG FLG FLANGE l> SIGN FE FLANGED END FL FLOW LINE !!ll /llllll VAULT VENT FM FORCE MAIN e TREE G GAS GV LEGEND: l-:2:.3 NEW PCC PAVEMENT I! ; l 71 PAv£MENT GRIND & OVERLAY !'i,' El \ ilff ........... !tf ', I~ g iii ~ 0 ~ ~ N PHASE II C-4385 R.C.E. NO. 47961 \ \ \ \ DATE: # ~----~~~.·-~---~·---~-- RECORD DRAWINGS Thps~ Rec0rdDrawJ11gs.havc beN1 PJ·eparcc! baMdo11 infotmationsubtnitted, in part, by • others. While (ljisi11fd1111atio11 is believed to be reliable, City of Newport B¢~ch is not • ResponsihJe,for jts accuta<,y, nor for errors or omissions which may have been inco.tporated jofo tl),:se; pl~ns as .a result. NOTE; SEE SHEET 2 FOR SHEET INDEX MAP GATf: VALVE 11:11 IRRIGATION CONTROL VALVE GB GRADE BREAK GE GROOVED END ~ LOCATION MAP \ \ LIDO Ill) CABLE TV PULL BOX "" CORING LOCATION <O ELECTRICAL MANHOLE m ELEC1RICAL PULL BOX © PARKING METER ~/llllllll ~ BUILDING ----EXISliNG CONSTRUCTION -·-------PROPERTY LINE NEW CONSTRUCTION ·-----t---CENTERLINE --S---SEWER LINE --W-WATER LINE -G-·--GAS IJNE --E·-ELf::ClRICAl LINE -·---T TELEPHONE UNE -CATV-CABLEV!SION LINE -SP-SPRINKLER SYSTEM -X-·X-X- ~-:.c:::cx:x...z::_ FENCE BLOCKWALL CALL TOLL r-REE 1--800-422-4133 BEFORE YOU DIG IP&T LT MAX MJ MIN NG N NTS NO OG PE PROP PB RCP R£T RT SCH s sco SMH SHT SW s SCE SQ sn. T w W/ IRON PIPE AND TAG LEFT MAXIMUM MECHANICAL JOINT MINIMUM NATURAL GROUND NORThl NOT m SCALE NUMBER ORIGINAL GROUND PLAIN END PROPOSEO PUU_ BOX REINFORCED CONCRETE PIPE • RETAINING RIGHT SCHEDULE Stll'ER SEWER Cl£ANOUT SEWER MANHOLE SHEET SIDEWALK SOUTH SOUlHERN CALIFORNIA EDISON SQUARE STEEL TELEPHONE WEST/WATER WllH EMERGENCY TELEPHONE NUMBERS: SOUTHERN CALIFORNIA GAS COMPANY SOU1HERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT TIME WARNER CABLE QEL (800) 624-8153 (800) 611-1911 (800) 332-'1321 (949) 644-3011 (714) 542-6222 J'IJGHI (800) 427-2200 (800) 611-1911 611 (949) 644-3717 (714) 388-2000 UNAUTHORIZED CHANGES AND USES: THE ENGINEER PREPARING IBESE PLANS Will NOT BE RESPONSIBLE FOR, OR LIABLE FOR. UNAU!HORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING ANO MUST BE APPROVED BY THE PREPARER Of' THESE PLANS. NOT TO SCALE BASIS OF BEARINGS: . -BF.ARINOS ARE BASED ON iHE BEARING BETmN ORANGE COUNTY SURVEYORS GPS POINTS 6300 TO 6286 BEING N27'08'50"W. COOROINAlES ARE BASED ON THE CALIFORNIA COOROINAlE SYSTEM (CCS83), ZONE VI, 1983 NAD {!991.35 EPOCH) ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SUR\/EYORS BENCH MARK "N83~12-70", A 3 • 3/4" ALUMINUM DISK SET IN THE NORTHl'ttST CORNER OF A 4' BY 4.5' CONCRElE CATCH BASIN. MONUMENT IS AT 1HE SOU1HEAST CORNER OF THE INTERSECtlON OF VIA LIDO SOUO AND PIAZZA GENOA. £LEV. ~ 11.78 Fl:£T (NA\/ll88, 'rt'AR U:Vl:LEO 1992, 1995 ADJUSTMENT) 2552 WHITE ROAD, SUITE B, IRVINE, CA !l2614 ,,(949) 660-01:!,0 FAX: 660--0418 L(:/21'?2--9'~£1."LP DAVID L SACOV PE 40496 DATE' \ \ TOPO WAS PREPARED BY: COAST SURVEYING, INC., 15031 PARKWAY LOOP, STE 8, TUSTIN, CA 92780 TEL (714) 918~6266 JOB # 108-081 DATE 02/04/09 EXCEPT !"OR THE FOLLOWING STREETS: V1A ITHACA, VIA JUCAR AND VIA KORON. APPROVAL RECOMMENDED: ' APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: DATE: '.3 -,'.'3\ • \0 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 SUPPL£MENTS TO DATE, EXCEPT PS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN />S PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. SEE STRIPING PLANS FOR PAVEMENT MARKINGS, STRIPING AND CURB MARKINGS. 4. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENG1li, COLOR, MARKING, ANO STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 5. THE CONTRACTOR SHALL REMOVE ALL RAISEO PAVEMENT MARKERS PRIOR TO ANY GRINDING OR PAVlNG. 6. EXIST. SEWER, WATER, ELECTRICAL, CATV AND GAS LATERALS (SERVICES) ARE TO BE PROTECTED IN PLACE AT ALL TIMES, NO INTERRUPTION OF SERVICE WILL BE ALLOWED. 7. EXCEPT WHERE. NOTED ON THE PLAN, All CURB, GUTTERS AND DRIVEWAYS ARE TO BE PROTECTED AT ALL TIMES AND BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR THROUGHOUT THE DURATION OF THE CONSTRUCTION. 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 9. P.C.C. SHALL BE CLASS 560-C-3250 10. CONTRACTOR SHALL ADJUST CITY UTlLmES (e.g. WATER VALVE BOXES, SEWER CLCANOUTS, PULL BOXES, METERS, SURVEY MONUMENTS, SEWER, WATER AND STORM DRAJN MANHOLES) FRAMES ANO COVERS TO GRADE. 11. CONTRACTOR SHALL COORDINATE WITH SCE, GAS, TELEPHONE AND CATV FOR ADJUSTING MAHNOLES, PULL BOXES, VAULTS AND METER FRAMES AND COVERS TO GRAOE. 12. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH UNE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT Of ANY SURVEY BENCHMARK, MONUMENT.· PROPERTY LINE AND /OR CORNER SURVEY MARKER THAT IS DESTROYED /l.S A RESULT OF ITS OPERATIONS. 14. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF TI1E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT FAILURE TO • DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 15. CORRELATION OF DRAWINGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA. SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFlCALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES ANO LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. SHEET INDEX Sheet No. Sheet Title 1 . TITLE SHEET 2 INDEX MAP iND CONSTRUCTION NOTES ------+----·---3 DETAILS ___ 4_---e1,...Tc...HE~A,LLEY -VlA LIDO SOUD TO V1A LIDO NORD STREET IMPROVEMENTS 5 VIA BARCELONA -VlA LIDO SOUD TO VlA LIDO NORD STREET IMPROVEMENTS 6 VIA CORDOVA -VIA LIDO SOUD TO VIA LIDO NORD STREET IMPROVEMENTS 7 VIA DIJON -VIA LIDO SOUD TO VIA LIDO NORD STREET IMPROVEMENTS B VIA EBOLI -V1A LIDO SOUD TO STA. 4.;._+_0:_1_.5..;.;2 _____ , STREIT IMPROVEMENTS 9 VIA EBOLI -STA. 4+01.52 TO VIA UDO NORD STREET IMPROVEMENTS 10 VIA FLORENCE -VIA LIDO SOUD TO PIAZZA LIDO STREET IMPROVEMENTS 11---.c..11e-_i-Vl;.:.;A.;_c_F.:cER-'M.;..;0:.--_V1.;.;;..;A_;l:..:IO:..:O:__:.SO;:_U:..:D:...c.Tc:..O_V1:.::A.c...;.F;.;.IR::::EN'-"Z:::E::__ ______ STREET IMPROVEMENTS 12 VIA FIRENZE -VIA LIDO SOUO TO PIAZZA LIDO STREET IMPROVEMENTS 13 VIA FIRENZE -PIAZZA LIDO TO VIA LIDO NORD STREET IMPROVEMENTS 14 VIA GENOA -· VIA LIDO SOUD TO PIAZZA LIDO STREET IMPROVEMENTS 15 VIA GENOA -PIAZZA LIDO TO VIA UDO NORD STREET IMPROVEMENTS 1---------i--~---;.c;_;__;::.:...;.._c_c_....;.;.;..;..;;:.;;:...;_;,.;..;.;_;_; ______ _.::.;_c;c.;;c_;c;.;.;..c;.;_c=c.;.;..;;___ 17 VIA GRAZIANA -PIAZZA UDO TO VIA UDO NORD STREET IMPROVEMENTS 16 VIA GRAZIANA -VIA HAVRE TO PIAZZA LIDO STREET IMPROVEMENTS 18 VIA HAVRE -VIA LIDO SOUD TO PIAZZA LIDO STREET IMPROVE:MENTS 19 PIAZZA LIDO -VIA FLORENCE TO STA. 4+50.00 STREET IMPROVEMENTS 20 PIAZZA LIDO -STA. 4+50.00 TO STRADA CENTRO STREET IMPROVEMENTS 21 PIAZZA GENOA-VIA GENOA TO VIA UDO SOUO STREET IMPROVEMENTS 22 VIA ITHACA -VIA LIDO SOUD TO PIAZZA UDO STREET IMPROVEMENTS 23 VIA ITHACA -PIAZZA LIDO TO VIA UDO NORD STREET IMPROVEMENTS 24 VlA JUCAR -VIA LIDO SOUD TO PIAZZA LIDO STREET IMPROVEMENTS 25 VIA JUCAR -PIAZZA UDO TO VIA UDO NORD STREET IMPROVEMENTS 26 VIA KORON -VIA LIDO SOUD TO PIAZZA LIDO STREET IMPROVEMENTS 27 VIA KORON -PIAZZA uoo'""""T-..O_VI_A_L_,ID-,O_N_OC'CRO--,D-------srn=E=ET~l=M=PR,,.,O""V=EM~E""N=Ts 28 LIDO ISLE THE ALLEY TO VIA FIRENZE STRIPING PLAN -----·------------=----~=--------------==~,-:,,;.:,;;~----~ 29 LIDO ISLE VIA FIRENZE TO VlA KORON (E) STRIPING PLAN 30 UDO ISLE VIA FIRENZE TO V1A KORON (W,,_) ____________ ST_R_IP_I_N_G_P_lAN ___ ---1 PRIVATE ENGINEER•S·NOTICE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UflLliY PIPES OR STRUCTURES SHOWN ON IBIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ANO ANY OTHER UNES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS ANO SUBCONTRACTORS PERFORMING WORK SHOWN ON DR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS ANO SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY ANO HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' • CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' ANO SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONs" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA OE:PARTMENT Of INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. REVIEl'itD: DESIGNE: : DRAWN: S.K. M.F.P. M.F.P. CHECKED: DA TE: S.K. D.B. 03 24 10 UDO ISLE STREET REHABILITATION TITLE SHEET VIDO ISLE FROM THE ALLEY TO VIA KORON C-4385 CITY OF NEWPORT BEACH R•5981~S PUBLIC WORKS DEPARTMENT SHEET 1 OF 30 t ' i ! ' l < . 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 i0LANS AS A RESULT. LEGEND SHEET No. IMPROVEMENT TYPE CD STREET @j STRIPING ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE 8, IRVINE, CA 92614 ~:49) 660-0110 FAX: 660-0418 -✓/~ ~/2~110 DAVI l. BACON .,A'E 40496 ' OAK 200 ! N 100 0 200 400 ! 1---I I SCALE IN FEET 1 inch = 200 ft. CONSTRUCTION NOTES --~-· ----··-~--· ------··-·· ----.. -···-·-··~---·~ ------------·----- NO. DESCRIPTION 1 PROTECT IN PLACE. ----"'---- 2 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. . ---- 3 COLD MILL O 17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. 4 COLD MILL VARIABLE DEPTH (0.01' TO 0.33') SEE PROFILE AND CROSS SECTION. 10 FEATHER ASPHALT CONCRETE PER DETAIL ON SHEET 3. 11 CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. ---· 20 SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), w~1• MIN.* 22 SAWCUT AND 1,EMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN.* ---.. ··-··---·----~---··-· " -· --·- 23 SAWCUT AND REMOVE EXISTING CROSS GUHER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT f'ATCH (PATCH BACK), W= 1' MIN, * 24 SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUHING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. 25 REMOVE AND REPLACE CURB CORE DRAIN. 26 SAWCUT AND REMOVE EXISTING SIDEWALK. 29 CONSTRUCT DRIVEWAY APPROACH PER STD-· 162-L. 30 CONSTRUCT CURB & GUTTER PER CITY STD-182-L, (W=1.5'). 31 CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 3. 32 CONSTRUCT CURB PER CITY STD-182-L. 33 CONSTRUCT CROSS GUTTER PER CITY STD-185·-L AND DETAIL ON SHEET :,. 34 CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CITY STD-185-L (W=EXISTING). ---· 35 PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 3. 36 CONSTRUCT SIDEWALK PER CITY STD·-180-L (W•-•4.5'). 41 CONSTRUCT CURB ACCESS RAMP, CASE C PER CITY STD-181·-L-A. 42 CONSTRUCT CURB ACCESS RAMP, CASE I PER CITY STD-181 -L-B. 46 ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-l. ,., ·-47 REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-511 ··L. 48 REMOVE AND REPLACE ELECTRICAL PULL BOX FRAME AND COVER TO NEW LOCATION PEr, CITY STD-204-L. CONTRACTOR TO COORDINATE WITH CITY TO DETERMINE LOCATION AND WIRE PULL. --·--49 REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CITY STD--511-l. . 51 REPLACE EXISTING PULL BOX FRAME AND COVER AND ADJUST TO GRADE PER CITY STD-·204-L. 54 ADJUST EXISTING WATER METER BOX FRAME AND COVER TO GRADE. 55 ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. 56 CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER.** 57 SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER.** 58 TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. ... 59 CAIV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ** 60 PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. ·-· 61 PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. 62 PAINT STOP AND LIMIT LINE PER DETAIL. . 63 PAINT CURB LIMITS AND COLOR PER PlAN. ••--s 65 INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L. . * CONTRACTOR TO PRESERVE EXISTING RUBBERIZED STREET SECTION IN VIA LIDO SOUD AND VIA LIDO NORD. SAWCUT LINE SHALL BE USED AS OUTSID[ FORM TO JOIN TO PROVIDE SMOOTH TRANSITION. NO 1' SLOT PATCH REQUIRED. ** OWNER INDICATES OWNER OF FACILITY; CONTRACTOR TO COORDINATE WITH APPROPRIATE UTILITY COMPANY FOR THIS WORK. APPROVAL RECOMMENDED: C-4385 !---,-----+-------------------+-------LIDO ISLE STREET REHABILITATION 1----1-----+-------------------+----1 PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER ffi 2/7/2011 AS-BUILTS DESIGNED: DRAWN: S.K./M.F.P. M.F.P. NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: S.K. D.B. 03 24 10 INDEX MAP AND CONSTRUCTION NOTES STREET REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHE.ET 2 OF 3Q "' (r C) 51 oz1----~----i 3:ti; EXIST STREET u.. x SECTION PROTECT ow IN PLACE t:z ::;;--0 1~ ~T a COLD PLANE SURFACE TYPICAL FEATHER/ COLD MILL DETAIL fi\1-~A~T~S=ID~E~S~T~RE=E=T~S~&~T~R~A~N~SV_E_R~S~E~J~O~IN~ \.V NOT TO SCALE JOIN ~CF I ( 72,81f"r:s EXIST CURB CORE i2.aa 12.21 re Fs ?vo;....; 1 I" I' Fl 23 34 22 42 RAMP DETAIL AT VIA DIJON AND VIA LIDO NORD -SCALE: 1"=10' NOTES: 1. CONTRACTOR TO FORM ANY PAVEMENT, CURB & GUTTERS, V-GUTTERS, AND CROSS-GUJTERS AT BASES OF CURB RAMPS AND AT ALL HANDICAP ACCESSIBLE PATHS-OF-TRAVEL TO ACCOMMODATE THE REQUIRED O" LIP THROUGH THE 4' RAMP OPENING NOT EXCEEDING SLOPE OF 5% IN DIRECTION OF TRAVEL AND 2% CROSS SLOPE. 2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL HARDSCAPE, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLE.TION OF THE WORK. RECORD DRAWINGS: THESE RECOl~D 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 Pl.ANS AS A RESULT. 2411 R=1/2' 12' LR=±1' VARIES TO MATCH FIELD {--- EXIST DRIVEWAY q 0.05' CONDITIONS 3/8" OR SIDEWALK -~-<I <l LEVEL LINE PROTECT IN PLACE <I R=±4" 1o SAWCUT LINE EXIST STREET SECTION LI <I ® ROLLED CURB DETAIL 31 ~-~TY~P~1c=,A=L=S~E=c~T~IO~N'---~NO-=-cS~C~A~LE=-- I --(i) ~ r:;:' z 0 z "' ~ 0 6' "' °l ~ "' m ·-m r:;:' ,.... N ---r:;:' c-J _.,_,_ __ . ---------. -------------w--- ~ I 8.0% . ........ ~+✓.: .. _ ... ___ ., __ _ 00 -' oq ..._ 23 34 I ~ r:;:' I "' N 0 <O c-J c-J -- CROSS GUTTER & RAMP DETAIL AT VIA GRAZIANA AND VIA HAVRE -SCALE: 1" =10' NOTES: 1. CONTRACTOR TO FORM ANY PAVEMENT, CURB & GUTTERS, V-GUTTERS, AND CROSS-GUTTERS AT BASES OF CURB RAMPS AND AT ALL HANDICAP ACCESSIBLE PATHS-OF-TRAVEL TO ACCOMMODATE THE REQUIRED O" LIP THROUGH THE 4' RAMP OPENING NOT EXCEEDING SLOPE OF 5% IN DIRECTION OF TRAVEL AND 2% CROSS SLOPE. 2. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL HARDSCAPE, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THE WORK. ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 '~-,£~6 -;!f~fro -8.3% 1 2/7/2011 NO. DATE SAWCUT LINE AS-BUILTS DESCRIPTION OF REVISIONS 1t 23 II II II II II II EXIST 11-1 SIDEWALK 33 <( I II : II I II .., I II EXIST C&G \J"-I I WIDTH VARIES 11 PLAN VIEW NOT TO SCALE 8' PROPOSED GUTTER EXIST GUTTER TO BE REMOVED 1 ll'Ex1sT· SIDEWALK LIP ·-I "" IS' LEVEL LINE q SAWCUT LINE EXIST STREET SECTION NOTES: 1. CONTRACTOR TO PRESERVE EXISTING RUBBERIZED STREEf SECTION IN VIA LIDO SOUD AND VIA LIDO NORD. SAWCUT LINE SHALL BE USED AS OUTSIDE FORM TO JOIN TO PROVIDE SMOOTH TRANSITION. NO 1' SLOT PATCH REQUIRED. 2. CONTRACTOR TO FORM ANY PAVEMENT, CURB & GUTTERS, V-GUTTERS, AND CROSS-GUTTERS AT BASES OF CURB RAMPS AND AT ALL HANDICAP ACCESSIBLE PATHS-OF-TRAVEL TO ACCOMMODATE THE REQUIRED o" LIP THROUGH THE 4' RAMP OPENING NOT EXCEEDING SLOPE OF 5% IN DIRECTION OF TRAVEL AND 2% CROSS SLOPE. 3. DEPTH OF GUTTER SHALL BE MODIFIED AS NECESSARY TO MATCH EXISTING CONDITIONS. CONTRACTOR SHALL ADJUST HIKE AS NECESSARY FOR 2% MAX SLOPE. SECTION A-A NOT TO SCALE CONTRACTOR SHALL ADJUST HIKE AS NECESSARY TO MATCH EXIST CROSS FALL. ~ CROSS-GUTTER DETAIL ~ NOT TO SCALE SIDEWALK CP12-2 ROOT BARRIER BY CENTURY PRODUCTS 3/ 4" GRAVEL BACKFILL CURB & GUTTER/CURB NOTE: 3"-NATIVE MATERIAL BACKFILL CP18-2 ROOT BARRIER BY CENTURY PRODUCTS 3/4' GRAVEL BACKFILL 1. UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJACENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THE WORK. ®S ,_~R~OO~T~BA_R~R~IE_R_D_E_T_A~IL __ NOT TO SCALE APPROVAL RECOMMENDED: ASPHALT PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K./M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.B. 03 24 1 O NOTES: 1. SEE SHEET 2 FOR CONSTRUCTION NOTES. STREET SECTION LIDO ISLE STREET REHABILITATION DETAILS STREET REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-4385 R-5981-S SHEET 3 OF 3Q 0+00 ro Gl «j: U"/ ,·~ (\~ C; ~': " VIA LIDO SOUD i !1 I I I 11 ----·-·· --. -------··-· --·--------+ I WMC 0+00.00 (i_ INT. ALLL-Y 1 1+ 79 .05 It INT. VIA LIDO SOUD 119 I • t~ ;;Ii 'l ';' I I j I .0' II I CONSTRUCTION NOTES VIA LIDO SOUD CD PROTECT IN PLACE. (D COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. @ COLD MILL 0.17' ADJACENT TO SIDE STREETS ANO TRANSVERSE JOINTS. @) FEATHER AC PER DETAIL ON SHEET 3. @ CONSTRUCT 0.17' AC (TYPE III--C3·-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 104 101 loo\ SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING @I STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. r;;;-,. SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING '!::!I STREET SECTION ANO REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 3. ® CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CITY STD-185-L (W=EXISTING). @) CATV PULL BOX FRAME AND COVER TO Bf. ADJUSTED TO GRADE BY OWNER. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. RECORD DRAWINGS: 0+50 106 R-0-W THESE RECOIW 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. \ ' ' \ ' ' \ ' ' \ ' ' \ ' ' \ ' 1+00 111 THE ALLEY EXISTING FLOW LI E -Af g' N/b CENTE T1NE EXISTING FLOW.LIN 11 T ii• sJo cENTE LINE 1+50 f'\~'v ~\.J • Q() ~\~\; \ ~ ' 2+00 _/ /- / _, ,,/,, NOTE: I 2+50 ' al _/ CONTRACTOR TO PRESERVE EXISTING / RUBBERIZED STREET SECTION OF VIA /_, LIDO NORD AND SAWCUT AT JOIN TO 57 116 /, PROVIDE SMOOTH TRANSITION. 119 LEGEND: ~----------------~-- ~ I 7 ' 111 . ; / / . / 1+76.01 (f_ INT. ALLEY /,, +._il2.02 (f_ INT. VIA UDO NOR~-- o<2i // 118 _/,, CROWN LINE DATA TABLE DELTA RADIUS LENGTH TANGENT A 29'01 '38" 50.00' 25.33' 12.94' 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS -~ ~ ~ No. 40496 !;;l 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 * Exp. 3-31-11 * ~ (949)660-0110 FAX:660-0418 .,,✓~ $5/i<> DAVID L. 81\0N 7:40496DAfE / / _, 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS i I I R-0-W PROTECT 2' 10' 8' ---!-- ' i I • ·--1--· I 8' PROP. EXIST. FS. ELEV PER PROFILE TYPICAL SECTION THE ALLEY -NO SCALE APPROVAL RECOMMENDED: ' I-I 1 O' NATIVE SOIL 20 i SCALE: HORIZ: 1 "=20' VERT: 1"=2' R-0-W 2' PROTECT_ OR ,---+--~_.__-;;R"':EF-;;Ec':R -;-;-T~O c;:P-;;LA~N~FO=R-----\ZO 31 REMOVAL LIMITS 10 0 , ' SCALE IN FEET 1 inch =20 ft. EXIST.Lf'ROP. FL ELEV __ _ PER PROFILE EX T. PROP. -C ELE.V PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 i C-4385 LIDO ISLE STREET REHABILITATION PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER THE ALLEY -VIA LIDO SOUD TO VIA LIDO NORD PLAN AND PROFILE DESIGNED: DRAWN: S.K./M.F.P. M.F.P. R-5981-S APPROVED CHECKED: DATE: S.K. D.S. 03 24 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 30 / 1 111,4 LID I I Osouo CONSTRUCTION NOTES -------·· -----· ---·-·•--·-,, __ . ---------------- CD PROTECT IN PLACE. I j I I I I // /, 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. Q) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. @ FEATHER AC PER DETAIL ON SHEET 3. 0+50 I ' I @ CONSTRUCT OSI' AC (TYPE 111-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L. @ REPLACE EXISTING SEWER CLEAN OUT FRAME ANO COVER AND ADJUST TO GRADE PER CITY STD-511-L. @) CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @) SCE MANHOLE, VAULT AND PULL BOX FRAME ANO COVER TO BE ADJUSTED TO GRADE BY OWNER. @) TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: 710 __ , - - - C"l l;~ -q ,--._ C) ~-C,"1 r~ ·i· c-j ,. ,~ "' U) -o~-L--d daRo ---al.OU'.) z + N c--J fY'. ....... .-...... <.!) -~ 1+00 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 RESr'ONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 46 -• c., "· 0 ci ·:;::- Ir) C) \-c--.] < ,--" '-' ·------ 1+50 EXISTING FLOW LIN AT H' N/0 CENT LINE-- _____ EXISTll'JG flc_ W_LlNE AT 11' S/0 ENTERLINE 2+00 2+50 •• ------ T ' I s.._-'1' \ ,,, I I Ii 46 56 \ ' 2DO \ I I ' ' I \ I I ', I I ' I /, ' I I ' I I I I I ' STRADA CENTRO VIA BARCELONA LEGEND: / / / II 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCTATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 ~I~ -~>110 DA L:S COPE 40496 DAit 3+00 R-0-W 3+50 4+00 3+56.30 (j'. INT. VIA BARCELONA 5+37.37 (j'. INT. VIA LIDO NORD ';?, <J> 3\IW•~--/----- ~--_\'~D \---'t"'~ \\sc;;i ';?, CP 12' 12' I R--0-W I !---- 1 -I ! I ---l- 1 I ·! - -\ "'" ... ··-·· -··· -·-_,,_ I ·-,-. ---f I SCALE: HORIZ: 1 "=20' VERT: 1"=2' PROTECT 2' 10' 10' 2' _ _JROTECT _ & NO. f-<-----------{ 2 11 )-------~-+-----------{ 2 11 )---------1 2/7/2011 DATE AS-BUILTS EXIST. FINISH SURFACE DESCRIPTION OF REVISIONS R P. EXI T. F ELEV PER PROFILE TYPICAL SECTION COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT NATIVE SOIL VIA BARCELONA -NO SCALE APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K. M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.8. 03 24 10 PROTECT EXIST. CURB & GUTTER 20 10 0 20 SCALE IN FEET 1 inch ~ 20 ft. C-4385 LIDO ISLE STREET REHABILITATION VIA BARCELONA -VIA LIDO SOUD TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH R-5981-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 3Q I i ··----•·-· ··-····· ··-···-. -·-··---L ··-··· ----········-·-·· ·····-... -229 •· . ..__ 233 0+50 222 , , I I , , I , , I , , I , 1+00 , 107 ------ ._ 235 ..... CONSTRUCTION NOTES . -· --------~--•-- --- CD PROTECT IN PLACE. 0 COLO MILL VARIABLE DEPTH (D.17' TO 0.25') SEE PROFILE AND CROSS SECTION. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. ,-;;;;-. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GIJTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING 'el STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=l' MIN. ® ® @ ® @ ® @ REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 3. ADJUST SEWER MANHOLE FRAME AND COVER TO GRAGE PER Cl1Y STD-111-L. REPIACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CITY STD-511-L. CAN PULL BOX FRAME ANO COVER TO BE ADJUSTED TO GRADE BY OWNER. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER TELEPHONE MANHOLE, VAULT AND' PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE, 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 l'OR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE Pl.ANS AS A RESULT, I , , , , I , , , , I , , I , , I 1+50 2+00 2+50 3+00 R-0-W STRADA CENTRO PROTECT CD OR VIA CORDOVA REFER TO PlAN FOR 31 20 REMOVAL LIMITS XIST. PROP. FL LEV PER PROFILE EXIST.LPRQP TC ELEV PER PROFILE VARIABLE HEIGHT CF LEGEND: TO MATCH EXIST. TC ELEV 1' AC SLOT PATCH 0,5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 / / / /[ 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 _/ (949)660-0110 FAX:660-0418 Jdj~~ :?/4s/o DAVID L. APE40496 ' DATE NO. 2' 2/7/2011 DATE w t:= CJ I 3+50 12' EXIST. FINISH SURFACE -----r-a •-e-" •• - EXISTING FLOW LINE A f 11' N/0 CENTERLINE , \ , , \ 4+00 , \ I , , , , \ , , \ , , \ , , , PROP. EXIST. FS ELEV PER PROFILE -COLD PlANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT -----~ ---, ·-----. ., --- -• C--.J n (,i ·.-.:..- L.() C) J :~ -.,,:,;-- I ... !. ........ . \ \ \ I I I I i 222 PROTECT CD OR i--t--~--+--"R';'EF-'cE'c'cR 7'-T~O ccPcclAccN~F~O=R--{20 31 REMOVAL LIMITS I P P, F PER PROFILE E . PROP. T EL PER PROFILE --VARIABLE HEIGHT CF TO MATCH EXIST, TC ELEV i i I r SCALE: HORIZ: 1 "=20' VERT: 1"=2' 224 /" ✓ 20 10 0 20 SCALE IN FEET 1 inch ; 20 ft. VIA CORDOVA -NO SCALE C-4385 AS-BUILTS DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K./M.F.P. M.F.P. CHECKED: DA TE: S.K. 0.8. 03 24 10 LIDO ISLE STREET REHABILITATION VIA CORDOVA-VIA LIDO SOUD TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 6 OF 30 I I PROPOSED FLO'f" LINE- AT 11' N/0 CEtTERUNE 0 -----• 0 h II Cl- o" "' --1.0 ..,.. __ 0() .. " ----EXISTING PRO OSED TOP OF-------+-----------------<-------···--.. ·-----·--·-• ... •····--- euRB AT 12' /0 eENTERUNE z i5 -""'.> • o~.....J u')fd[Z 0 Lt::, ___ --~ ,,,.--.;,>--: ci'co''O:f-l'0 00 <.O IO l'0 O m "1 q ·--. .-. ..+--(N·N -· • .+ ~ N-·· EXISTING LOW .. LINE AT·11'· N --CENTE-Rl:INE· N ,._ ..---N .-,...., ..___.. ..._....___.. --------------+IN.,..: -.-.,.. . .-- -~. - .3 .~. 0~ _.J ./ .,< __ I _ _, 01,. C)\J_ OL,_ CJ J C"") le. u ~-~. 8 Le. ~o; ~~: f; IL ~~ l_,_ ?. <. ~-~ ,--.. (.) --c.i ·:;j" u, ,. 1• 6.,. , Ii)-;-;;-nc in·~.:.::;· ,_),.'tj' ,om -·O-r-,) ----~~~---tn,:5 -f'..~ ~ 9-= :+ ~ 1-r-I c-.i _ _t~ .,..0-1 .J'.;:::! -.f, <.!,, ,., -....~ ____ , ? :i\ ft(~ t,\ fi ;; ~" 'f ~: 'i .'.0 • '.t ~' ';:? ;'; ;', .;'; c:o. ;t; J:I ~ 2, ,., ~ "~~OPOSED FINI; .S,SURF ACE AT.,', • • . .. E;ISTING SURF A E AT • ffi .. ....... -··· --[j9] .. ··-·--· ................... ': ;;;, ..... -~:'..... ......... ..... .. ....... ··--·-···· ..... ...... · ···--· ·· .... · ····--·· ....................................... · ..... ----1------------cf------------1----+--,,-WN7C--· --·uzoWN/CENT°'1:fNE --00 S I m • • • • .... o · 1o v,N CR:::EN~E:L:l2'.:~ v,Vl~ oVl~~ ~;~r)--~•~~;/; g~~~ .... _gr: .. ~-;::·:: .. ·---::·~-;~-~-.. -:~~-~~-.. ~~'"~j!; .. ~c- :z G VJ~ v,N {I)~ 1.nn (.1)-h cnv,·~ ----0 (/)·~--~-•0 1./)·fi?N_____ m~·f:2··~--···'"Of:C .. f:2·~--8.~~-...-0 .----··g.~-~-~---g~u..ci---__:..:~-~-~---~~~-°€{.. -~LL.;-~o----q"-·,..:_:d --~:-s·d--------·:;;.:._:~--O--l0..-ro'0 d~-o~ -~00~0 go:)~Cl J,NN~ n~ ---: --~ -(/) ~ ~~~-~ --~~-i~j-.. -------~~-~-~--,. ~~-~ci --· -~~-;~---§~-~ ~ -~~N-: g;~-~ --· ---~~~~------~~~; -----~~-r~~ ~ -------8~~~0 ~~-~ ~--~~ ~--~ -· _r1;~g-~----------g~ ~--~-- - ------!~-~ -i---~~ ~-~ -~~-~ i ·-~~ ~ ~---~sg--~,----.j;;.g; ·----t~--f-§---~c~--i~$ ~- q ~ ~ d ~~-~ iE 1 ~-: r-N. f@ ~ ~ ~ ~ ~~ ~-~ -<+~ ~ ~ --i ~-@-~--.-3:~--~--~--_ ~~-~-~ __ ~~~.it N~-~-~-. ----~ ~ ~§ __ i:!;~ ~~ __ _ ____ ,];~ __ g_ffi_ :i ~.E.~ .--0(!) .... ~ (!) ~ .--.::-f§ --t-~.::. 0 ~ ~-:::. 0 ~ ~ g ~ "':r"~"~o~"'I-~-:"'~~~0t~~-=i5"~""'--=~0 r-i~~ix'~:..:..:..:..~~i-:~~"'~~-=~-1-~-~"'~=------~f·;-:_.~c,~------f~-; 0 ~---=r=-;0 =-=-~N~=-~(.!)~~=--.... ::r~~~----=f--: .... :---~F-:~=:~=~J~ .... 1~=-..,.=--:~~~~~~1~!~~~=~:=-=--=~1~~~~=~b==-~-=r=-~~-~L--~-~-----=·~-7~~:0.JJiF~~~ ....... i:.o<Oz ..._,, -0 -G '--"G ----0 ___ __ ______ _______ ________ _______ ___ .:::--.. 3 ·:=·tf§ -----~ __________ ______ ------------------~-~--=--~ ______________ 0.14% ..... _ ... ___________ ·.,1 "'0•7J%---• ••• ·.;_2.so% ----......... ---· 1.12% ,I \.BB% 0+50 IL, j /IT--. ,1 (' 1/# ., )j I f ii I I ::,_:1 / I !A ;/ I LJDos 0 uo I I I 1/ I I ' o+oo.oo ct INT. VIA DIJdN 9+74.04 ct INT. VIA LI SOUD I , ' I ' , I ' , I . I , I . , I CONSTRUCTION NOTES ,-, -----------~·~ """"""·-· -------- CD PROTECT IN PLACE. 101 I ' . I ' • I ' I • ' ' I I , ' I , ' I (D COLO MILL VARIABLE DEPTH (0.17' TO 0.25'} SEE PROFILE AND CROSS SECTION. 1+00 I ' ' I ' , I , ' ' ' ' , I , , I ' I @ CONSTRUCT 0.17' AC (fYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. r;:;.., SAWGUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING 0), STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK}, W=1' MIN. ® @ ® @) CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 3. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER ClfY STD-111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER ClfY STD-511-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. 1+50 I ' , I ' . ' . I ' ' ' I 112 / 56 . I . ' I , • I ·----· ---PROPOSED FLOW LINE .. ArW--S/o--el:'Nifltt!KtF---j--------------i---------------~i---------------i--------------·--·EXJsTr ·rtOW-L1NE"· -··· ................. . 46 I 55 STRADA CENTRO VIA DIJON LEGEND: 200 46 . \ ' ' 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 206 , • ,,,'I l l I ' . 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 . ' \ ' ' \ ' ' \ ' ' \ . • 208 ' ' \ • ' I 56 \ R-0-W PROTECT \ ' ' I ' 2' 210 ' \ 212 I . ' \ • • \ ' ' I . ' I 12' 10' . AT .. 11' :S/0 .. CENTERUNE ! r "n c-...1 ....._ •'J '-:· ' !· ...i r-1 0J ----.:.;• -~~--,~~ 0 c J ~_! "•f~, ,0 l: l(,1,: "----' -.._., --~ I 4+50 I . ' \ ' \ ' ' ' 214 -------··---1 -- ' \ ' ' \ . . \ ' • \ \ ' ' \ . 216 ' \ ' ' \ . ' \ ' \ ' ' \ . i .,.. ___ ,,, ________ ......... ·--·---•--•--,--"-· 5+00 5+50 I ' SEE RAMP DETAIL \ON SHEET 3 \ 1 O' 219 \ ' \ ' 12' ' \ . . \ ' \ ' . \ ' 303 \ 309 NOTE: \ CONTRACTOR TO PRESERVE EXISTING RUBBERIZED STR£ET SECTION OF VIA LIDO NORD AND SAWCUT AT JOIN TO PROVIDE SMOOTH IJRANSITION. . ' ~-------;-------~ \ ' ' \ 2' . I ' ' \ ' ' R-0-W PROTECT \ \ CD r--------{ 2 11l---------+-----------{2 11 )--------< CD OR 3120,1---~R~E~FE=R~T~O_P~LA=N~FO~R ___ _,___, REMOVAL LIMITS ROP. FL EL PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV EXIST. FINISH SURFACE PROP. XIST. FS ELEV PER PROFILE COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT OR ~-+---_,__-'cRE='F_,,ER-TO"-c'cP-c'LA=N~F~O=R--fZO 31 REMOVAL LIMITS XI T. P OP. L ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 10 0 SCALE: ® ® @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. VIA DIJON -NO SCALE SCALE IN FEET 1 inch = 20 ft. APPROVAL RECOMMENDED: LIDO ISLE STREET REHABILITATION HORIZ: 1"=20' VERT: 1"=2' 20 C-4385 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 RESrONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLJ\NS AS A RESULT. ALDEN & SSOCJATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 No. 40496 Exp. 3-31-11 PATRICK ARCINIEGA, RCE 707 40 SENIOR CIVIL ENGINEER VIA DIJON -VIA LIDO SOUD TO VIA LIDO NORD PLAN AND PROFILE A (949)660-0110 FAX: 660-0418 ✓-1~--~s/to DAVID LBACONPf 40496 ~OAit 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS DESIGNED· DRAWN: S.K./M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.B. 03 24 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 7 OF 30 •• EXISTING FLOW U t · · ······-······ ··-· · · · ·•• ··-·· ··• • ·· • •· ·••••• ··-··•··• ····-•··· • ........ • • · •···· • •····•• .••• ., ..... ••• ····1<:T·tt'-tt /0 ·CEN .RUNE·· •·•···•·· .. ···•·• ·•·• ·· ···--··--l • ......... ····•·••· •••••••••••• --- I EXISTING FLOW LINE ., C) t,. '-=: ------• -1.n \"I r"-,-:.1- + c,i ~-n ,.--··- oi Q CJ w N 0) 1,.0 t I ' ........................................... ····---,·· -A.T-t1.'...,;/-G .. c.:mE-Rh1~11.11E---l-------------+------------+---·-----------+---------·······-···-.. ······-· VIA LIDO SOUD "' NOTE: ' CONTRACTOR TO PRESERVE EXISTING RUBBERIZED STREET SECTION OF VIA LIDO SOUD AND SAWCUT AT JOIN TO PROVIDE SMOOTH TRANSITION. I i i f I .5' i 1 5' s l-1-·14i ·--"---++-'-.a-,-=--+-i-"'"l-cl,,-., scuj o I ---·-7 0+00.00 Ct INT. VIA EBOLI mi 11 +84.04 Ct INT. VIA LIDO SOUD ' CB ICV[:J .I 11.11/. J .,,10·1 ··r·o 11HlcJ- curJ CONSTRUCTION NOTES --------.. --'" ··--··-------·-----·-------. ···-·---~ --· CD PROTECT IN PLACE. (D COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. 56 CONSTRUCl 0.17' AC (WPE llI-C3-PG 64-10) FINISH COURSE OVERLAY ACl<OSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STRElT SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W~t• MIN. '23' SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING ~ STRElT SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W~t• MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB & GUTTER PER DlTAIL ON SHEET 3. @ CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CIW STD··185-L (W~EXISTING). @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L. @ CATV PULi. BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAUlf AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. 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. I VIA EBOLI LEGEND: _. 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE I11-82-PG 64-10 W/ ~ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 / f / II 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3·PG 64-10 ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660·0110 FAX: 660-0418 ~ ~ 'k§/fo . sfc'oN--: PE 40496 DATE' & NO. \ \ \ ' 12' 12' 2' 10' 10' CD f---------( 2 111 }-------~-+----------{ 2 11>-------, R-I0·W PROTECT 2~ OR 31 20f---~R"'cEF_,,,ER-TO"c-c-P~lAc'-N~F=O'-"R e--------f-REMOVAL LIMITS EXIST. VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 2/7/2011 AS·BUILTS DATE DESCRIPTION OF REVISIONS .... 1 =>1w ~I~ <C-' (/)I 1 ' I I ~ z w °" ~ EXIST. FINISH tti SURFACE x w PROP./EXIST. FS ELEV PER PROFILE COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT NATIVE SOIL TYPICAL SECTION VIA EBO LI -NO SCALE APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 707 40 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K./M.F.P. MJ.P. APPROVED CHECKED: DATE: S.K. D.8. 03 24 10 PROTECT EXIST. CURB & GUTTER 20 1\r 10 0 SCALE IN FEET 1 inch = 20 ft. LIDO ISLE STREET REHABILITATION 20 C-4385 VIA EBOLI -VIA LIDO SOUD TO STA. 4+01.52 PLAN AND PROFILE CITY OF NEWPORT BEACH R-5981-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 30 I 3+50 >"W ;~•_;.,) CONSTRUCTION NOTES --·-' -,-, ---------· -· -•--S.• --.---· • -··-·······----- CD PROTECT IN PIACE. (D COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. (D COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. FEATHER AC PER DETAIL ON SHEET 3. 0 J.1.,1 00 N LO 4+00 0 w 57 co N LO [;l N "l 5 56 + .,. CONSTRUCT 0.17' AC (lYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 211 SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @) CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 3. @) ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L. @ CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: 4+50 1 1 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 RESfOONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 56 : I 215 ' 216 5+00 217 ~--i' ---. ~-- EXISTING FLOW UNE .AT l1' N/0 CENTERLINE 0.13% XISTING FLOW LINE T .11' S/0 .. CEN TERLINE .. .. I C'-> IJ. 0 c-,F.:' ..... ··-,-n 'J;["J· !-N ,n ,·-.. ·---------,_,_, 5+50 f 219 56 uSCO 57 58 221 223 6+00 56 t,i 20 31 -o, 225 c;S~ 227 z <D i5 , PROPOSED FLOW INE AT 11' N/0 CEN RUNE -·-------~ -. . . ---- l,i ~~ ~ 56 317 z i5 , ~- i ' i ' --,_ I I •· ---~-~-.·--·-----"'"' -----···----. ···-··-··--··(-----·-· ' f I I 7+50 VIA LIDO NORD t~J. ~I "' I i ------1-- --r - I I ---1 --1-··--····-·----··-····· ' i I SCALE: HORIZ: 1"=20' VERT: 1"=2' ~-----. --------· ------- 220 ""~""· I cb=m !T,IS~ 224 228 236 46 1!111 I ' ' I ·o 0 0 + N. -, l VIA LIDO NORD R-0-W R-0-W eaorm F·i--------"'--------1---------'."-------~2_,__, _ PROTECT OR CD (t 12' 12' 10' 10' 2 11 2 11 31 20,,---,R=EccFECCRCC·,..ro.,,PccLA=N=-F_OR~---,-- REMOVAL LIMITS I OP. XIST. FS I VIA EBOLI LEGEND: ffli!!®ij 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 _ EXIST,/PROP. FL LEV PER PROFILE EXIST./PROP. TC ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV l l l /l 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 40496 No. 40496 Exp. 3-31-11 NO. 2/7/2011 DATE ,-1 le=' ELEV PER PROFILE =>1w z COLD PLANE SURFACE Uz tu "' ~l::i 0.: EXIST. FINISH\ ELEVATION PER PROFILE I ~ 1 ' I ,-: SURFACE TOP OF PROP. PVMT I VJ x I w AS-BUILTS DESCRIPTION OF REVISIONS ---"· ----•"---------- - -----... -------··· .. . -·-_:i.' ' .. -=----:::. -..---_ ---=-· ~ .. -~~~---:·.~ -::.~-, ·:i*1i~~~1aJ~#~l~1~i-1flMWJ¢.rnirffil~filtlffif~~-1~~#~~, • 0.17' AC OVERLAY TYPICAL SECTION VIA EBOLI -NO SCALE APPROVED -NATIVE SOIL APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED/· DRAWN: S.K. M.F.P. M.F.P. CHECKED: DATE: S.K. D.B. 03 24 10 PROTECT EXIST. CURB & GUTTER 20 10 0 SCALE IN FEET 1 inch ; 20 ft. LIDO ISLE STREET REHABILITATION 20 C-4385 VIA EBOLI -STA. 4+01.52 TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 9 OF 30 ' j - -- - xIs:rING FLOW LINE-A:r 13' N/O CENTERLI_NE _ ·----·· ... , . .__,, __ ----------------;:_;;-~-~----<=''CC"".~--~;;;,,--/ '-~-- --~----------~ ----~~t .. ~~- o+oo VIA LIDO SOUD 11 ll ~ J, j r 23. : 1 . ' 325 8, .~ I I 0.53% 101 0+50 ' ' -, C) t,. ·q;...._ lO r-... r,. ~ -i--_' 0 ;,._- --- 107 -' ('"} 1.L c:.: ..... :.: CJ CO c., 1--·:1. ;··· , ... ··- 1+00 ----w ----------------~ ----------.. -------'."'.":'"w-:------------___ .. __ _ 329 :I I !! -----------------:{ I , . I I 331 \, I I I I ----------------------------,._ --------1 I I \. \ -\ \, \ n I \ \ --_-1 I I I VIA LIDO SOUD CONSTRUCTION NOTES ---------------- (i) PROTECT IN PLACE 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. CONSTRUCT 0.17' AC (1YPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPIACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @) CONSTRUCT CURB & GUTTER PER CITY STD-182-l, (W=1.5'), 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. _, O LL __ (:"~ ;;ccc-c_·· ----- • UCO I[) ((J ---1-.,...: .. , .... -.,,._ ,--'" ·~-.... EXISTING FINISH SURFACE ON -----cR6WN/CE~iiERLINE 0 i.,:' g LL 0 o,;._> 1,() 0) -f __ ,.,.,;_ _ ('-1 ,-~· • --·1..oC-;-c-0 +N - -(-I ·,_;. -- -_.I I I ------------------PR -SH}--fl,GW--UN1:c------+------------r-------------1.--.. ,---{I[J .. .--... , ... """""''" ........... -- EXISl'ING FLOW -INE AT 13' S/0 CENTER INE 1+50 111 w -_ I\T __ 1:3_' _S Q CENJER!.IN_E 2+00 2+50 119 123 -w VIA FLORENCE LEGEND: / / / JI 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 I (949) 660-0110 FAX: 660-0418 NO. 3+00 \ \ \ \ I PROTECT EXIST. FL ELEV PER PROFILE 2/7/2011 AS-BUILTS 2+89.55 ct INT. VIA FLORENCE o+oo.oo ct INT. PIAZZA LIDO 1.5' 13' 11.5' EXIST. FINISH SURFACE DATE DESCRIPTION OF REVISIONS --... -.... -··--·--- TYPICAL SECTION 13' 11.5' COLO PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT NATIVE SOIL VIA FLORENCE -NO SCALE APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. 0.8. 03 24 10 I ,-I Bl~ ~1:-:J I I 1' I I 1.5' 3/8" LIP ___ j'_R0JECT _ REFER TO PLAN FOR REMOVAL LIMITS EXIST. PROP. TC ELEV ---:,. PER PROFILE -~;·-, --··· -,,-,--;,-. ' --,:_ --~---·-"'-· -----:.,__ .. .::_~.:... --' ,. .... EXIST, PROP. FL ELEV PER PROFILE G) OR 20 30 l\r j ' 20 10 0 I I I SCALE IN FEEf 1 inch = 20 fl. LIDO ISLE STREET REHABILITATION 20 I C-4385 VIA FLORENCE -VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 1 Q OF 3Q .j i I ·········· ... 1 ............ ························· ················•·•···•····••····•··•··•· ............ ···································· ··-cc·PR E'OSED FLOW.LINE.. AT 9' N/0 CENTERLINE 0.30% ,.:) ----<..".> \~3-,n in z 0 ____ -:, u .., (01-u. 1.110 00 ~O? ~ ·-·6:::--£ - ., C.,) U;. C) , • ......_ • txisTING FL6W LINE • AT g' N/0 CENTERLINE C) lO ·Q·l-o·---- l· ,--: L=24.31' .., ....... ---- z ----- -i5 ..--, .,,......... ......... ..--.. ...-.. .......... ocnomoo o..-c--J •• cq. C"-J-~ C"! O'! I.'! C? N.,..... N ..... N ..-N.,... _.. ........... .--...-.-..-..-~ .. ~. ~ .. ~ .. -_, ... , .... ~.::--- ------+-__ _.__...__H- " . ' , .. -------C:1 ' --. .. ~:: ::.~. .. . ................... 1:,0 ................... ...j.. __ ""../ -----·o.36% - 8 I_L0 ~~~ :~.-__ _ ~~~ 1:-.... _ ___ __ ---8 G~ "~ o;· '-.£') <0 o .... ,n ~t_,' J -C:> l,. 0 di.:_-. . ----:i: ~~---.. "'· -----.,___.,, __ ----------~ -- ·.:.::J --·--· Cl U .. 0 ··• ,n ,- "' O ... /4 .0. -~ . ...- ---_,.,. ----''""" ·-· --- -1·· _I ' I i I I I ! i SCALE: HORIZ: 1''=20' ,o 10 1 • '-~ {_~ ;--. 01 r.o •-•••---., '-• "'" ••••• --••••-~ • 0 •• <•••" -,.,,.,_, ••••-'0 •~ •••---••-• -• ••--• ••-•"-~"" ~•'-h•-••• -•-••• "-•••••-,-•-••-•--•-""" 0 -• -•••••-• •-•••-••-••• ... _______ ,.,_ n-•~~'°:~ t<_. • ••--"• _.,._ ___ H --•~i; =~ • • ••--" • -"-~•''"_._ __ ,~i~ ~=~ -• •-•---•--••--•• •• -' -•:~1~~~ • -------' -• ----•--•---------~----•--------'-------•"-•--•-•"••-•'>---~••--• •-•••-_,---••--• -----• •--•" -_,,,, --•--•"--" •• ---••-" •-'••• •-•-•••-•-'-~""' •-••• • ••-• •• •• • •• -,_.__ •••--• , _ _,_,_,_•--,,_ ,.,,-,,,_ •••--•,_,..,,._, __ _,,., I I ................... ·····-··--.... .I ..... .. ..... , ........................... .. j ' ! VERT: 1"=2' t... ... o+oo VIA LIDO SOUD 333 0+00.00 I!. INT. VIA FERMO 1\ \ 1 ' .14➔::-~2~ l~T~ VIA.LIDO sou: \ \ ~~\ "( \ \ I I I • \ I 1, W\Alii 'I ,., \ I ,.. . . 0+50 100 • 1 -," ~1J61 ::1:r1~ :. 1\: ,1 ···· , 1L . I ::. I _, -\c. , \ \.-: cl.7' '. .~~l::iJ;:'rict~l,~/·.i•·/'. \ I \ / 'SC0;0\ \ ,.;\\ / \0tr· ··•· - -J\ t , I' ••• •1~~ §) / ,.,<) '" I \ ~ // 1 0() Ul, 337 338 \1 <' q ~ li : ··· .. i • '\ ~l: -~~ ~\ < VIA LIDO SOUD 104 47 1+00 I ' ' I ' ' I 108 ' ' I ' l., 56' I ' ' I ' 'i'l El'll 20 311-------------,..j ' ' I ' ' ... ·-··-........ -····--. ..l 1+50 112 u m ;;,/ U'i <O + rco 47 cb CONSTRUCTION NOTES <--.. ····--··---"· • ~--·-· ----• ··---··------. ·--· --·-··· VIA FERMO 0) PROTECT IN PLACE. Cl) COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. CONSTRUCT 0.17' AC (lYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUHER INCLUDING REQUIRED SAWCUHING AND REMOVAL OF EXISTING STREIT SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. ® CONSTRUCT ROLLED CURB & GUHER PER DETAIL ON SHEET 3. @ REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-511 ·L. @ CATV PULL BOX FRAME AND COVER TO GE ADJUSTED TO GRADE BY OWNER. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. RECORD DRAWINGS: THESE RECORD DRAWINGS HAVfc BEEN PREPARED BASED ON INFORMATION SUBMllTED, 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. 2+00 2+50 3+00 116 I L=7.93\ 57 47 321 • , . / . . / , 121 CROWN LINE DATA TABLE --·---------- DELTA RADIUS LENGTH TANGENT A 56'30'00" 60.00' 59.17' 32.24' CURB LINE DATA TABLE DELTA RADIUS LENGTH TANGENT B 56'30'00" 9.00' 8.87' 4.84' R-0-W 10' 1 O' R-0-W PROTECT 2' 8' 8' 2' _ PROTECT 0 f--------{ 2 11 >--------+--------.....J 2 111-----~...; 0 OR REFER TO PlAN FOR r 31 201>---cR'"E,..,Mo=v'::'Ac"L "'Ll';-:M";'ITS:'--'-~---t--<-1 PROP. EXIST. FS ELEV PER PROFILE OR '.~-1----~R"'EFccE"'R~T~O""PcclAccN~FOR . '20"31' I REMOVAL LIMITS ~ ,_I LEGEND: ?:--1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2·PG 64·10 W/ ~ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 / / / /I O.J7' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE lll·C3-PG 64-10 ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 ~ &S-/o DATE ,-1 EXIST. ROP. FL ELEV =>1w PER PROFILE ~15 (/')I EXIST. PROP. TC ELEV PER PROFILE 1' I -1 VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV ill 2/7/2011 NO. DATE I AS-BUILTS DESCRIPTION OF REVISIONS EXIST. FINISH SURFACE -·-----·--· --.. ...... ·-- TYPICAL SECTION VIA FERMO • NO SCALE APPROVED COLD PlANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT NATIVE SOIL APPROVAL RECOMMENDED: ::01,c1 EXIST. PRO . FL ELEV ~13 PER PROFILE v,I EXIST. PROP. TC ELEV LL. PER PROFILE I VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 0 20 I i SCALE IN FEET 1 inch ~ 20 ft. LIDO ISLE STREET REHABILITATION C-4385 VIA FERMO -VIA LIDO SOUD TO VIA FIRENZE PATRICK ARCINIEGA, RCE 70740 PLAN AND PROFILE SENIOR CIVIL ENGINEER DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5981-S S.K./M.F.P. M.F.P. CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 11 OF 30 S.K. D.S. 03 24 1 D 0+50 NOTE: EXISTING FLOWTINE •• AT 9' S/0 CENTERLINE 1+00 CONTRACTOR TO PRESERVE EXISTING RUBBERIZED STREET SECTION OF VIA LIDO SOUD AND SAWCUT AT JOIN TO PROVIDE SMOOTH TRANSITION. 1+50 '-'"- 2+00 *NOTE: CONTRACTOR TO PRESERVE EXISTING TREES, SHRUBS & VEGETATION. 2+50 VIA FERMO SEE SHEET NO. 11 . . .PRQPO.;,!.=:D FLOW J.,i!':JE AT g• s/o CENTERLINE I\ I v, .. ·-··· ...... •·•·· , .. ·••·· ...... " --.................... -··· . ·-· ... -· --.. ·1 · I 4+07. 75 11. INT. VIA FIRENZE 1+40.42 11. INT. PIAZZA LIDO • ---------------· ----------------------z ---------------····------._. __ ,·, -':··.~-.,,,. 4+00 PIAZZA LIDO SEE SHEET NO. 19 -.. I ·~ r-· - ~ (_ 332 4+07.75 11. INT. VIA FIRENZE 1 +45.41 11. INT. PIAZZA UDO ~ 0 C") F--.-z i ·•··· . -··•····· -........... ··t················ [l]J ······-· ... SCALE: HORIZ: 1"=20' VERT: 1"=2' ' "!~ -,,,-l -rro;,, -i -----I;,, ~,, ~ I";,, -~1-~--1_2_5------~---120 31i----SCD ___ 1_3_1 ______ ;"'!·, .. r."'-~-1 ..... , •• -.--~---+~-----•---' __ .,, -------2-01 - ci 0 zo I-~ W LU wN IZ (f) LU LJ.J Cl'.:: w u. (f) <( > , CONSTRUCTION NOTES ----------, ____ ,.,,,~------·-------·---------. --·-- G) PROTECT IN PLACE. 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. '2o' SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING 'el STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. I ' ' ro~ SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING ® STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB & GUTTER PER Df.1AIL ON SHEf.1 3. @ CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CITY sm .. 185-L (W=EXISTING). @ PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEf.1 3. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L. ® CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: THESE RECORD DRAWINGS HAVE BEEN f0 REPARElJ 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. VIA FIRENZE LEGEND: ------~----~--------- 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 CD OR REFER TO PLAN FOR , II----R=E~M=ov~A-L ~L=1M=1T=s --,...---,.~I EXIST. PROP. TC ELEV PER PROF! VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV ,-.I ::>lw ~lz ii) ::i I 1' I I I ,. EXIST. FINISH SURFACE 0.17' AC OVERLAY SEE SHEET NO. 19 PIAZZA LIDO ROP. EXIST. FS ELEV PER PROFILE COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT NATIVE SOIL TYPICAL SECTION R-0-W PROTECT CD OR :--+---+~R=E~FE=R_T~O~P~LA~N~F=OR~-W'31' REMOVAL LIMITS ~ EXIST. PROP. FL ELEV PER PROFILE EXIST. PROP. TC ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 10 0 20 / / / /I 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 VIA FIRENZE -NO SCALE SCALE IN FEET 1 inch ~ 20 ft. ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 .A (9.i 660-0110 FAX: 660-0418 ~~ *fa NO. 2/7/2011 AS-BUILTS DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K/M.F.P. M.F.P. CHECKED: DATE: SK. D.B. 03 24 10 C-4385 LIDO ISLE STREET REHABILITATION VIA FIRENZE-VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 12 OF 3Q -PROPOSED FLOW L NE AT 9' N/0 CENTE LINE -EXISTING FLOW LI E AT 9' N/0 CENT RUNE --0.20% • EXISTING-SURF CE AT --GR{),WN,LCE~-lTR .JNJs-------------·------------- i -! ' .I i l ROPOSED FLOW LINE _ ___ T 9'.N/O_CENTERUNE_ I 1--- i i _j EXISTING/PROP SED TOP OF PROPOSED FLO LINE AT 9' S O CEN ERLINE ----------2 --------------------------1---------------1--------1---..CURB . ..AT .. J.O'. '.D ..• CEN..TERIJbJ,,_ ______ 1--------+-=~~~~=t=='=--------- EXISTING FLOW LINE AT.9'..s,Lo CENTERLINE 0 ~ lf) f-2 Ci: _r--;,,, __ .,,....., __ N-..,. n "' a, "' + .. ,q-~---~ -- z u ~ ~ _'.:_-~ g ~--~ g g .ii· g g (i g g_ (i:.. -g ~ -(i · ·g ~--G: 8 ~ [C ---C> ~ [i --- ··--~ ~--~ ---~~~------~~-~----1W.~,.---------~~-~--~~-~ ____ gE-~------:d~-~--~§'~--.... LO:::,.-LO.::,,..... LO~~ lO~~ r.oS:!~ (b~~ J;~~ J;~~ +NN1 t=======::::~~.::::~~====t=====~-rri=;:::~-::t~====:!l=~ ===4=· ~:::;i;:~~-~::=-=:±"' :,;;._1 --·---·-----i • • -~----------- _1 -- C:) l~- 0 '-0 ~;.:;_ N "' l·N tO ,-,c:__,.----- --F Cl u,_ q~-----·<f) l''T " ~ ·!. 0i <0-_.---- -• Cl LL 0 ci 0~ 0 C0 + ,✓ ((} '''"'" -- 0 I.,~ 0 Lor:::-r-.... ('-1 -·J; ~! -('.)!<) C/'s1 ")["'-) l'-,-i=:::::::i :N 1-(.._j -1-,' ,,.., ,--..:.-J ,.._ ,-,., :_~ SCALE: HORIZt 1"=20' •• -------------. ----------------------•• -----•• ------··--·-'" -------------------->--------· ----------· --------' --• -__ j VERT1 1"=2' 131 CONSTRUCTION NOTES . --···-· ----------- CD PROTECT IN PlACE. 4+07.75 ft INT. VIA FIRENZE 1 +40,42 ft INT. PIAZZA LIOO 0 COLO Mill. VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. 4+00 PIAZZA LIDO SEE SHEET NO. 19 r I WI I iCVf]: I SEE SHEET NO. 19 PIAZZA LIDO CONSTRUCT 0.17' AC (lYPE III-C3-PG 64-10) FINISH COURSE OVERlAY ACROSS THE ENTIRE ROADWAY SURFACE. j @ @ ® ® @ SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPlACEMENT OF FULL DEPTH AC SLOT PATCH (PArCH BACK), w~1 • MIN. @) ® @) REMOVE AND REPlACE CURB CORE DRAIN. CONSrRUCT ROLLED CURB & GUTTER rrn DETAIL ON SHEET 3. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CllY STD-111-L. CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. SCE MANHOLE, VAULT ANO PULL BOX FRAME ANO COVER TO BE ADJUSTED TO GRADE BY OWNER. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: 4+50 328 332 4+07.75 ft INT. VIA FIRENZE 1+45.41 ft INT. PI/J.ZA LIDO 1 THESE RECORD DRAWINGS HAVE BEEN PREPAl<ED BASED ON INFORMAl ION 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 .. 5+00 5+50 6+00 213 w - •.•·'""--'· ! sci ITEi r B 217 ' 1 1 46 I ~ s 1co ,-.: "' 221 ~~ + "'z i5 1 LEGEND: i®M@@ I I ·.···! .1'1 ! _f ;' . VIA FIRENZE 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 ~ (949)6~ FAX:660-0418 i_. -Y¢,S-/4 DAVID L.Blof PE40496 ~ ifATE CD R-0-W PROTECT ~ OR 3120,,---~R~E~FE~R~T~O~PLA=Ncc--F_OR~----,-~ REMOVAL LIMITS Lt NO. EXIST. VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 2/7/2011 AS-BUILTS 1---I =>1w Oz ~l:::i (/)I 1' I I I DATE DESCRIPTION OF REVISIONS 225 231 EXIST. FINISH SURFACE l 56 7+50 229 --.. ,,-__ ,,. . 8+00 233 PR P. EXIST. F' ELEV PER PROFILE ···-. ---- COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT . -. -.. :_·---.... NATIVE SOIL TYPICAL SECTION VIA FIRENZE -NO SCALE APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K. M,F.P. M.F.P. APPROVED CHECKED: DA TE: S.K. D.B. 03 24 10 56 8+50 9+05.25 ft INT. VIA FIRENZE 13+83.43 11. INT. VIA UDO NORD 339 R-0-W PROTEIT_ .o· I CD 9+00 VIA LIDO NORD 1 1 14.5' 22.5' 4 .o· I VIA LIDO NORD I 330 336 oSCO 1-"" .. Jl'IM OR ;--r----+-""R"cEFccEc.'cRccT~Oc-'Pc'cLAccN'--'-'FO=R~---<20 31 REMOVAL LIMITS EXIST./PROP. FL ELEV __ PER PROFILE EX ISL/PROP. TC ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 10 0 20 SCALE IN FEET 1 inch ~ 20 ft. C-4385 LIDO ISLE STREET REHABILITATION VIA FIRENZE -PIAZZA LIDO TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 13 OF 30 371 0+00,00 it INT. VIA GENOA 18+ 17.11 it INT. VIA LIDO SOUD CONSTRUCTION NOTES .. ---- CD PROTECT IN PLACE. o+oo \ \ 0 COLO MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. 0) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. EXISTING FtOWtlNc' •• .. . ................. ..AJ.;:1,:3.'. .N/D.CEWERL.l11!E H------------t---- 16.5' 18.5' EXISTING FLOW LINE. · -AT-2-3'--S/O·BENTE· hlNE- 33.0' 36 5' I I 1+00 16.5' 18.0' . SEE SHEET NO. 21 PIAZZA GENOA 1+50 101 100 107 106 r ' ' I ' ' I ' ' 2+00 111 110 -' ·C,•\j Cl ciC() -10 Cl (~ ~~ --✓ 2+50 115 112 VIA GENOA CROWN LINE DATA TABLE DELTA RADIUS LENGTH TANGENT A 33'29'09" 50,00' 29.22' 15.04' LEGEND: _J C) t, ("~ ,,-·~ "' -r-. _.,.- ·l-N N ~-· - 119 116 3+00 r ' ' I ' ' PROTECT EXIST. TC ELEV PER PROFILE l?:~;:,~:~·•:~~~-~}::'·11· EXIST. Fl ELEV PER PROFILE l· 123 120 125 124 T ' ' I ' 4+00 .J . C) t,_ ~-> <> ~h {;~-~;~ ~J .,.,..._---------------- 4+50 131 401 23' 23' I. I I 1.5' 21.5' 21.5' 1 5' t-=-;---------~=~---------t---------=~---------1--'- 1--------{ 2 111---------,i--------{ 2 111-------- P_ROP./EXIST. FS ELEV PER PROFILE 0.17' AC NATIVE SOIL @) FfATHER AC PER DETAIL ON SHEET 3. 1 r I ii 0.17'. MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 TYPICAL SECTION @ CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. RECORD DRAWINGS: THESE RECORD DRAWINGS HAVE BCEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, crrY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERROflS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)660-0110 FAX:660-0418 ~ U: IO DATE NO. VIA GENOA -NO SCALE 2/7/2011 AS-BUILTS DATE DESCRIPTION OF REVISIONS APPROVED APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K./M.F.P. M.F.P. CHECKED: DATE: S.K. D.B. 03 24 1 D ·; 0 a :::, . ·-·--i-------·-"" ___ ,, ___ _,_, __ --·--· ' I ! I I ' } .. -! -- • I SCALE: ' HORIZ: 1"=20' I l PROTECT PIAZZA LIDO SEE SHEET NO. 19 l, - L 5+50 ·-. 5+ 11.54 It INT. VIA GENOA VERT: I 2+75.42 It INT. PIAZZA LIDO 5+00 -------\-----------• SEE SHEET NO. 19 PIAZZA LIDO 20 10 0 EXIST. FL ELEV PER PROFILE SCALE IN FEET 1 inch ~20 ft. LIDO ISLE STREET REHABILITATION 1 "=2' 20 C-4385 VIA GENOA -VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 14 OF 3Q "tj" ~ . 0 z 1-w w I Cf) w LU Cf) PROTECT EXIST. TC ELEV PER PROFILE .. --;;_--···-,,--. • EXIST. FL ELlV PER PROFILE L 'l ; . . . ' ! / . XlS.:f:!NG-FbOWLINE:--•-- T 23'. tsi/0 9ENTEf<~INE "---. -. . . . . . .. ----------------------·----! ----------------:---------------·-- • (/) 1~-,, 1.n ,-m ,-CQ ;-.,:1 (D ,,.. ~ ~ f'f~ ;:t r=!.. ~ .::l_ ~°::! ,-._ l• C'-.f + ' + -, f-, • Cf , -,:-J ' :.s ,·_:-I---____ , 1, . .....-...,__, ~...... ,--CO •-(0 '.;;I t0 ~ OCl S':! O~ ;:::i ~-N ,;•; CC ~<-35%-1.22% -0.19% I i ~ l:tj '-,...~ ,,, ..,.,. ,_,, (.:~,:__ ' i~,/- • """' "';,, -EXfSTING.SURFACt AT. ROPOSED FINISH SURFACE i f~§i ~r:.i. ···-·en·--··ci>·io--{cjl:2·;:::::l·----···" o"' 1:2 ~ 1--"'-"'-~------------+~--,:·;:,ROWN/GE-NTER~~NE----•-··---------+-~.,,+-GROWNfGEN-TERHNt-----t--------··-·····-······---..,----·•···········•·•-· ····-···· ·-···· -· ••• ··-·· ·······-•. ·r x_P[J;E~ .1·· ui~c i0z ,;~ ;;i~ ~~~§ ;~;! ~;E-; ~~i~t ,:;! ~~;~· ~~!~ ~~;~ ·~·i2·:_~ -$0~~ ······~rr·~.·~ .. •••.••.•• ~121~ 21:2~~ 0 1"'1:2 ~ "'1:2 ~ 0 11:21:2 ~ m "'"':a"'1:2 §o U) --.::, IO.:..-c·~--©~:r_~_-%-~r-")·t<")-·£:2· ;tt<'"l·I")·~-·+f"i~-~--··+O?~z ~O"!;i:.:f:Z" ·LOoocn·-~ r--~~~ Oo-,1.D6 I.O"<t-~c 00t0o IOIO,;:.:-Cl qLL.-~O --~u.;..::.;a q ..-...o of:,'2LL..IJ1LL.,.,-... ,tOUJLL. -....., .-C.,{!I .-~0 ~~--..:;,-~ r--N ii: r--N I'<') i:2 r:!::N Nii: +N N -~I'"';~ ::z: ~r--: ~ z t0r--; I'"; :z r--m r--z 8<0 ~ Cl ll"lm 1-0 CJ ON o O q ,,.. .... or--m i ~w... ,-..,_ ·-:: = -·"::: = = -------.---.:,--.------~~==4-----------~-------------L--------------------·t··-· ·=··_·_··_··_·_···_·~·----~------=---:~·r'~··~~-~·~"'=-· =-=-=-=·J-=· -'C=·•-'(!)~====·"···r~-=··:c:a·~<>~·~··-=· =-· ·=··~r-.J. -=-~~~·~=·~-----a~···=O,ts,;=.·;g:··~-~=·=~'"-~ .. -="'J~~·~:$'!:··:['5~=~-:-·--il;i· s,;~·E~-~~=~=-~il;J~~·:z~: ;['5; • ..._ ___ ~···~-3;+~~-z::~-~:"'-,'--,"'-·~·"':;j;I;:·~~:'~~~· =---~-i+;~· ~:;~· ~~~~='--·~~1~:·j~ I~ ;--·2(/) J ~~ ~ -~------_________ ______ ___ _o:i..,..c-"-,-c'.tR.u...··_..1 m ..... ,..-. ----------------,. --0.18% ----_ --"--• ____ .,_______ -----_ ~---:--=---=-=-:---_ ~:. ----t::----------------------i ~-~-- / -0,65% m ..-q ....... / ,... ! .i ................................................................................ ___ ->----··· ... EXISIIW.G .. £LOWLINL .. -+---·----------+---·----------t-- C) r~- CJ '-"i ;~; -~~---." A T 23' ~/0 CENTERLIN L~14.14' -.. . -' - - . ---. . .. -------------------· ---------------- SCALE: HORIZ: 1"=20' • VERT: 1"=2' ____ ... , _.,_, -___ ,_ 5+00 PIAZZA LIDO SEE SHEET NO. 19 5+50 I L ~ 5+ 11.54 !i. INT. VIA GENOA ., 2+75.42 !i. INT. PIAZZA LIDO . $,,. .. _,,· ,, ,, ,., .. ---·· ··-···· £ •• SEE SHEET NO. 19 PIAZZA LIDO 23' 0 I 23' 201 ,,,,,,'' ., 200 6+00 ' ' .L 6+50 209 210 7+00 215 212 VIA GENOA 7+50 217 216 I ' ' I ' ' .L 221 220 8+00 225 T ' I . ' I ' ' .L 224 CONSTRUCTION NOTES -·-----·~--- 0 PROTECT IN PLACE. 229 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. 233 232 @ CONSTRUCT 0.17' AC (TYPE lll·C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 9+50 339 240 '23' SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUmNG AND REMOVAL OF EXISTING I(::!) STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W= 1' MIN. 10+00 VIA LIDO NORD 11.64 FL I g •+ I :" t ,1 +00 ... ' ff.54 I FL ---<23 +---+--<33 I I' " r I I 'I '"···-··--\ 10+50 338 10+09.03 !i. !NT. VIA GENOA 15+13.43 ti. INT. VIA LIDO NORD 340 NOTE: CONTRACTOR TO PRESERVE EXISTING RUBBERIZED STREET SECTION OF VIA LIDO NORD AND SAWCUT AT JOIN TO PROVIDE SMOOTH TRANSITION. 1;,.01 JC . . . --'> I ·1 1Ll5 Fl-·~ • . J '",(&,.~·~!·+--="'--l-~--+11·rrl~ ~ 14.5' 20.0' +t---~----t-1'11 I I 400 VIA LIDO NORD ...LlL,-------~21~.5~'--21.5' 1.b' PROTECT @) CONSTRUCT CROSS GUTTER PER CITY STD-185-L AND DETAIL ON SHEET 3. ---------{ 2 11l---------+--------{2 11 )-------- PROl:'./EXIST. FS ELEV PER PROFILE COLD PLANE SURFACE EXIST. FINISH ELEVATION PER PROFILE /ff EXIST. TC ELEV B SURFACE TOP OF PROP. PVMT LIP ,~:c-P~~· ... ':R. o;.1:~. ::.·.,·_:,-.· .... -.'_;.··.••.·.J 6=:::r::::r::li:r::: .. -··J:::·. :r:::E=t==s~ffyf:=1::::FEt==3:::;. . .. :c:: .. ···~-... r;:r::::qf, ..... / '/ •. l t -' ... -• - TYPICAL SECTION VIA GENOA -NO SCALE NATIVE SOIL EXIST. FL ELEV PER PROFILE LEGEND: j I l ~ 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE l11-B2-PG 64-10 W/ 0.08' MIN. LEVELING COURSE & 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)660·0110 FAX: 660·0418 NO .. 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. 2/7/2011 AS-BUILTS DATE DESCRIPTION OF REVISIONS APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K. M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.B. 03 24 10 20 10 0 20 SCALE IN FEET 1 inch ~ 20 ft, C-4385 LIDO ISLE STREET REHABILITATION VIA GENOA -PIAZZA LIDO TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 15 OF 3Q I i I i +--' ' .. P.ROPQ;,f:[) Fl,QV/_ LIN!:: T 9' S/0 CENTERLINE 1,,,---v--.,,..,-,,..J~ PROPOSED FLOW LINE ·-· -·--· .. .. ······-····· .. --. --······ ..... . .. ··--..... --········ ···•-·--·-····----··-·-.. ----··· -----+----+------------,~+ ____ _,_.---AI 9' S/0 crn.uµu.cou:....--1--·-·------··----··-----· ---··· .. ·······-·· .. ··········-·-·······-······ ...... _ I I I • ' i •-"•-• ••-,,. _,,-~•-•••~u VIA HAVRE SEE SHEET NO. 18 112 1+82.51 ll_ IN!. VIA HAVRE 0+00.00 ll_ INT. VIA GRAZIANA 116 _]_,' 1: I I SEE SHEET NO. 18 VIA HAVRE CONSTRUCTION NOTES "'"' -·--··---------------.. ,-- 0 PROTECT IN PLACE. o+oo (D COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE ANO CROSS SECTION, 0+50 20 10 0 SCALE IN FEET 1 inch ~ 20 ft. @ CONSTRUCT 0,17' AC {TYPE 111-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROAfJWAY SURFACE. 20 '20' SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING ~ STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH {PATCH BACK), w~1• MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. ® CONSTRUCT ROLLED CURB & CUTTER PER DETAIL ON SHEEJ 3. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L @ REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER CITY ST0-511-L. @) CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @) SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @) TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. ------------------------------------------, RECORD DRAWINGS: THESE I,ECORD 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 IIS ACCURACY, NOR FOR ERROl1S 01, OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. --. ---,-------' ---.. ,,, _____ ., -·--··. -------------. 1+00 1+50 I -- fC CROWN LINE DATA TABLE ----·· -··-··-·-·-----·-----· ....... -·----···•------~·---·-- BERING/DELTA RADIUS LENGTH TANGENT •A N 71'36'50" W -1.75' - •B 101°31'00" 15.00' 26,58' 18.36' C N 29'54'10" E -0.39' - CURB DATA TABLE DELTA RADIUS LENGTH TANGENT D 101°31'00' 10.00' 17.72' 12.24' -------------· 2+00 0 • ., -·-c) ,-... ~m N. ~0 ·- 112 2+50 ,.cl--,Ul 6 20 31 0.10%. 3+00 3+50 120 124 t;; t;; 20 31 t;; 0 0 LC') N o--n20 31 '~f:: lz.=t J 2:1 + 8 56 8 ~ 1 47 56 1 -,.,;;, ~ LJ..I 1 LEGEND: l I l il I-ct LL I WW _J z :ii :J Cf) I (.) ~ ~ • 121 ~ :,i i'j + " ~~ ' ' \ • . \ ,_ 'O 1-, ' 46 VIA GRAZIANA "' z 15 , 0 OR 31 20 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE 11I-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 66Q .. 0110 FAX: 660-0418 J. ~s-(0 z .,., .,.,z 15 15 , , R-0-W PROTECT REFER TO PLAN FOR REMOVAL LIMITS EXIST. PROP. TC ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 2/7/2011 NO. DATE 2' I ,-I ::>1w ~,~ st: _, (/)I 1 ' I I AS-BUILTS 10' 8' EXIST. FINISH SURFACE DESCRIPTION OF REVISIONS 4+00 & • ' t·;, ,,.__ c: ---~ C) ,:,; LO ·,.;:,- ~t" :-~ ''-"" 4+50 ---i-- 1.~ (_'Ji'''-· (._), ,:sl•Qi' . ·••-1-,, J ;:_·! 1,_,.,., 5+00 PIAZZA LIDO SEE SHEET NO. 19 I SCALE: HORIZ: 1"=20' VERT: 1"=2' _,,---.v--4))4--..,,-----.,,......._.,,--{R~-O-W~ t;; ~o, ['j~ z ..,. 15 ~ ' ' \ 20 31 71co I 10' 8' COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT 2' I SEE SHEET NO. 19 PIAZZA LIDO R-0-W PROTECT 0 OR 1 REFER TO PLAN FOR l--+---...+-~R=EM~O~VA~L~LIM~IT=s~~--<20 31 ,-I ::,lw EXIST. PROP. FL ELEV ~13 PER PROFILE (/)I I EXIST. /PROP ..,..JLELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 10 0 20 SCALE IN FEET 1 inch ~ 20 ft. VIA GRAZIANA -NO SCALE C-4385 APPROVAL RECOMMENDED: LIDO ISLE STREET REHABILITATION VIA GRAZIANA -VIA HAVRE TO PIAZZA LIDO PATRICK ARCINIEGA, RCE 70740 PLAN AND PROFILE SENIOR CIVIL ENGINEER DESIGNED· DRAWN: CITY OF NEWPORT BEACH R-5981-S S.K./M.F.P. M.F.P. APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 16 OF 30 S.K. 0.8. 03 24 10 -0.23 _ EXISTING FJQ\'Ll. NE AT 9' N/0 CENT RUNE f1 ROPOSED FLOW LINE T9' S/Ci CENTERLINE --------· -----. --EXISTING SUR ACE AT -··cROWN/C Rr:r·.,.,.----------·-··--·· __ , ·····C-J LL,,-· c, __._ c::, CJ -, ----0 ~-- J; N '-~<'- ------.. . -. ------ - - ------------- ...... -··-· .-.::, l, n (___.)~ tll l J c . co ~1/ - -1- i • i I ! z,_, ';Ji~ U)_ -' \ ___ _ ! i --------·--... L. i .L I SCALE: HORIZ: 1''=20' ~i ~r ~~ ~I~ ~1F 1-- " 0 '1:c -VERT: 1"=2' •-----•---,J ___ -----------'---•-•-•--~--•--•• ---•-•-•• -••••--•~•--•-•••-•M--••-•--• •-•••T hO "•-•m-T'e ,_ 0,,-,T•o••' T••--•• -----•~w ••• ~---•-,••-•<' • •--••-•• ,-m --•.TO'•---•-• •••• • •-•--•-•-•-•• -• T.•--•---•--M---'>', -~--••-"' ••--•-•••" • •-'M->-• ''""-••----•• ,_,_TT••----•-----" -•--••• 4+50 401 CONSTRUCTION NOTES -. ---~--·-------------·-··-·--------···-------- CD PROTECT IN PLACE, 5+00 PIAZZA LIDO SEE SHEET NO. 19 j T SEE SHEET NO. 19 PIAZZA LIDO Q) COLD MILL VARIABLE DEPTH {0.17' TO 0.25') SEE PROFILE AND CROSS SECTION, 5+50 @ CONSTRUCT 0.17' AC {1YPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 408 @ @ @ ® ® @ @ ® ® @) SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH {PATCH BACK), W=1' MIN, SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOf PATCH {PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT ROLLED CUHB & GUTTER PER DETAIL ON SHEET 3. CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CIIY STD-185-L {W=EXISTING). ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER Cl1Y ST0-111 -L, REPLACE EXISTING SEWER CLtAN OUT FRAME AND COVER AND ADJUST TO GRADE PER Cl1Y STD-511 -L. CAlV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TD BE ADJUSTED TD GRADE BY OWNER, TELEPHONE MANHOLE. VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: 6+00 THESE R[CORD DRAWINGS HAVE DEEN PR[PAl<ED GASED ON INFORMATION SUBMITTED, IN PART, BY OTHrns. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT l~ESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. 6+50 210 57 58 LEGEND: -- 1 / 1 I ll 7+00 7+50 212 i-' .1 56 V) ' /j~:a 216 !Y zc-. s:j <:[J > ~, -----··1 214 46 1 18 8+00 20 31 ' 220 1 ~i 1 56 ( SC· UNKWN 1'8 __ l L .: - R-0-W PROTECT J 224 ;}' 8+50 58 ~ 57 sco I ' ' I 56 ' ' I 230 1 o· 9+00 9+50 10+00 10+50 VIA LIDO NORD I I I' 1: 400 ! ' 0 ,1--· ···---------~-~------·-----. ---•----·--·· ·- Ii ' Iii ~J 240 l,, 232 T I P! /j + 0, ;;; Q ' ' ~r--: ~:::1 404 .. '"'"".;..._· 406 234 47 .o· 14,5' 4 1.o·· l: 1 R-0-W 1 I Jr I: 1 o· PROTECT VIA LIDO NORD CD 1---------{ 2 11>------------------< 2 111------~ CD VIA GRAZIANA OR 3120,___~R~E~FE~R~T~O~P~lA=N=---FO_R_~--i--.' REMOVAL LIMITS I ,-1 EXIST./PROP, FL ELEV GI!_,! PER PROFILE ~l:::i XIST. PRO . TC "'I ELEV PER PROFILE 1' I VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 1' AC SLOT PATCH 0.5' MIN. OEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2/7/2011 AS-BUILTS EXIST. FINISH SURFACE NO. DATE DESCRIPTION OF REVISIONS PROP. E ST. FS ELEV PER PROFILE TYPICAL SECTION -COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT VIA GRAZIANA -NO SCALE OR 1 __ -+----+--=RcccEfccTccR~T~O-c-'P,..,lA"'N~FO~R---,20 31 I REMOVAL LIMITS f--.1 GI!_,! EXIST./PROP, tLELEV ~l:::i PER PROFILE "'I EXIST. PROP. TC I PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 10 0 SCALE IN FEIT 1 inch = 20 ft. APPROVAL RECOMMENDED: LIDO ISLE STREET REHABILITATION 20 C-4385 PATRICK ARCINIEGA, RCE 707 40 SENIOR CIVIL ENGINEER VIA GRAZIANA -PIAZZA LIDO TO VIA LIDO NORD PLAN AND PROFILE DESIGNED: DRAWN: S.K. M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. D.8. 03 24 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 17 OF 30 I i I -l ------l------··· .. --.. ------------------------• i - I ... I C) h .. c~ ,.......; -,.;) r--- C) r-,.. l-· ,-· . ,-----•.• .. XISTING FLOW LINE ----j·--kr-n:5~~/o-CEITTERtlNe··--t---···-··· • ••• ····-··· XISTING··Ftow·UNE :i:..11,:,'..Sj.O • .CENTERUNE----··- l -! ---------·" -------·· ! I _.:,·=:_·_-=---="-··-·-·~-c..::=--"--.-..----------------~--~ ----------.------------------ - ----~-...,....-~_--;-_--::-:_=-:.-.:::: ----~----~--~---------=--:-------=----~--~---····---j=======~=c_---~-•• ·• ... • . -,===="~. I .::.-:-,i;:.= :~ = ~8 "~ --===ii,;=====~~,=~== =-sr", -~-=-~tel~:. ----··~,11~~ -----g:'. -----~i:~;-.. ---~~~~------~i~ ------~i-cc---;;-~ ----~~:~ ~ --··-~111----••• ~~· ~;~. s(~I ~;1~ N (-i. ,n -:)' '--J VJ O O ,r) 0) 1--<3---0 O -N O 1D O 1--0 O --j • 1 j-{'-! ⇒~ '.·.::i ---~: :::~-"<)"· ,.•a '"' k:, -,,-, • -,,, " ,v, C'-1 o, , 1 I ,I, :'' ,~. c"J ,·l -~'IC._ I"~ :'::'l.-_ r"--i ~ ,., ,•·. '.t-~_-'.; ;_~--~~ J>'!_.,~ f-,'"' ,1 __ ;-_, sc·-:=✓ •=~---('.Jl~-c~,2 ---~-; "I~-<" -,~-':,_ - o+oo 0+50 1+00 417 I I ' VIA LIDO SOUD I 2.5' 14.5' , .. 56 412 105 I ' ' I • ' I ' ' orno.oo it INT. VIA HAVRE 21+66.44 it INL VIA LIDO SOUD _I_ 423 ·--·-w ---·------· ------------- WML-. II ---------· ·-----.,. --· ---------·-·--·-----------------,-----~ I VIA LIDO SOUD CONSTRUCTION NOTES ---····---·---·-····-· ,->,----·--·---'" -----------· CD PROTECT IN PLACE. @ COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE ANO CROSS SECTION. CONSTRUCT 0.17' AC (TYPE lll·C3·PG 64· 10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. RECORD DRAWINGS: 104 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. 1+50 109 56 114 --w - 108 ---···-···· ••• .L .• ·-···-·······-·· ·-············· --2+00 2+50 3+00 3+50 4+00 VIA GRAZIANA SEE SHEET NO. 16 I -· i: l 1+82.51 it INT. VIA HAVRE 0+00,00 it INT. VIA GRAZIA/ilA 117 I 1 ' I • ' 121 125 ' ' L 129 r 133 137 141 ·' ----·-l . ........... ············· " ··-···-·. ---------------- 112 116 VIA HAVRE LEGEND: 124 PROTECT EXIST. TC ELEV PER PROFILE EXIST. FL ELEV PER PROFILE I I l /I 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 949)660-0110 FAX: 660-0418 ~ ◄ ,/4;-0 D No. 40496 Exp. 3-31-11 NO. -1 ~ ' ' 128 I ' ' I ' ' I - 132 136 140 13' 13' PROTECT J,.;L 11.s· 11.s· 1.5' I 1--------~=---------1---------~=-------~-1~, ,-.------, 2 11l-------+-------{ 2 11 >--------- 3/ ' LIP 2/7/2011 DATE EXIST. FINISH SURFACE AS·BUILTS DESCRIPTION OF REVISIONS PR P./EXIST. FS ELEV PER PROFILE i ·-·--+---_, I COLD PlANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT NATIVE SOIL TYPICAL SECTION VIA HAVRE -NO SCALE APPROVED APPROVAL RECOMMENDED: EXIST. FL ELEV PER PROFILE PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K/M.F.P. M.F.P. CHECKED: DA TE: S.K. D.B. 03 24 10 SCALE: I ' _J I, I, I 20 l / / I / / I ,,, I I I I 10 0 1 1 SCALE IN FEEf 1 inch ~20 ft. LIDO ISLE STREET REHABILITATION I HORIZ: 1"=20' VERT: 1"=2' 1 1 1 f '.JWM 412 l_ 20 i C-4385 VIA HAVRE -VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 18 OF 30 J ! I 0+00.00 i INT. PIAZZA LIDO 2+89.55 (j:_ INT. VIA FLORENCE 123 o+oo CONSTRUCTION NOTES CD PROTECT IN PLACE G) COLD MILL VARIABLE DEPTH (0.01' TO 0.33') SEE PROFILE AND CROSS SECTION. @) @ @J ® @) @ @ @ @) CONSTRUCT 0.17' AC (lYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUHER INCLUDING REQUIRED SAWCUTflNG AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. REMOVE AND REPLACE CURB CORE DRAIN. CONSTRUCT CURB & GUHER PER CllY STD-182-L, (W=1.5'). CONSTRUCT CURB PER CllY STD-182-L. PRUNE TREE ROOT AND INSTALL ROOT BARRIER PER DETAIL ON SHEET 3. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CllY STD-111--l. REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-511-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. CATV MANHOLE FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. CENTERLINE --[ EXISTING FLOW LINE AT 23' N/0 \ ,------------ \_·:__ -:.:_-__ j -------------------- ' c_·, '·'--<.'':> ,n C'~ r---.. r--i -t "(, .. i Cl,- J C) Lt S'.: ~S-C) t') C) ,·.J· -j-(,..j _J c.o I., "' --fO" - Nlfl + ('i --- _; -,~-,~_ ,, ,f) -;-:, ... '•"'~D 't.i:;J ~~ n --- ~ 0 \L __ C.:) LI) ·::;_i" _J> f.'_, __ }· ,..-; --- QF: CURB AT __ /0 CENTERLINE 7 lf.25%""~ Ek1sT1NG FLOW LINE AT ~3' N/0 _ CENTERLINE i I _; -C> i'_;:1 -8 I.re -C"l LL: '.;h;, &r:i '.;l:;; ' REC RD DRAWINGS ~-ij ~ ~! :~~ ~ [ -j ! • --: 'L=17.28' ,> -----L=17•28' I_ THESE RtCORD DRAWINGS HAVE _ BEEN _ PRkPARED BASED ON INFORMATION ,SUBMITTED, IN PART, 8'( O.C.0 ° O.C. 1 'z OTHERS. :WHILE THIS INFORMATION IS BELi VED TO BE RELIABLE, CITY OF i NEWPORT BEACH IS NOT '--'~+--EXISTING--TOP-OF CURB AT..,,..--- _f'!.LQ CENTERLINE _______ ., __ , ------z N 1-----!0------ot1-0-"'ec----0s>I g£2_ 00 _g_::::; • iii ~flg;,-;;:~-----------------•--f':e,PONSl"tl:·-pQR -ns-A-CCtJR/\CY;··NOR· ,0I,-RRORS-·OR·-01vt1SSIONS·-WHICH ·MAY 'rtAVE BEcN·INCORPORATED· EXIST! G TOP OF CURB AT 42' S/0 C NTERLINE -a, a . -,-,...-. -.::t-+ (0 co.co y R,...NO? ~~--~ ~~ g ~~ ...... J+Q_ -~-~---~ ~-~· .. ··-~-~•~-~-.. _ --·-·.. INTO. JHE~E__PlANS. AS..A RESULT... _____ . ,..,,.., + t,r)f<') + t<ll"') ..--..-.,._.,_ 1") ..--.--Q + ........... .-.. ~ .......... -i"'J:::::::::. ----..!:;':) --'-----+-------------+---------------1----------~ :::Et'? ..-··~ _, (-! l.c.. o, ~ 'c:i" N"' + ,..,--j . r,-;, ,.~ . PROPOSED FINI H SURF ACE ON CROWN/CENTE LINE 0.30% _, O c,. Cl ,,) :;.:;· ,...._ r-~ + ·;,:{ "' --, __ .., 0.30% - I . ! ·EXIST1NG-FLelW··ij E··A-J·-2;3'----------------+----------+---+-----------------a~---------------+------------------------- , C) I~ c~ .. ·-· c;·;._:· t<'"J N .1 • c~i CJ,-- 0+50 S/0 CEl',JTERLINE ------EXIS ING Fl.OW-LINE AT 421 _ , ~) \_,_ L!'J (D' f'-· V) ::~; ::-! --' _J O Le . (-:) o'c)' c.-;, -s.1· ~i· ,:>i-. -- 1+00 1+50 2+00 201 2+50 VIA GENOA SEE SHEET NO. 15 3+00 _, <") l,; w,,.---.. ---t,f} ,. -L() --- - - .• __ j -- {~ LL 0 ID .(()'"' Ntn + 0i .n.~---,;; ~ -- _ S/Q ENTERLINE ~ -r:, l.t..c 0 ci ,;:::.·· --•• '--0 ·(.I'.)·"~ ;}; 0 ,_.;-- 3+50 I .-.----;--------;20 30))------------, I l--l-~"'3"'0L' ---.---"2,;,3.,,0' __ H lac gi ~ 25 200 ;;!; ~ 12\:". ;J; z ..ct 6 u / / '5 . --··-----...... ' -. .. ------- r---/ --·+ " .. ·/ I i -_, 0) l.c. i ---F"). -· • 'I Cl,;:;:,~ C.) I_, _ ---1-· I') r•-... . C! ----------~• ~; I -¢ -:·~ l j -~-," 0 -,::: ! -----------·-•---------·-----. ··-··--------· ·-•--· .. _,, __ ---___ "'_. L ... 4+00 VIA GRAZIANA SEE SHEET NO. 17 2d.o· • I -----r~ / /,,-l 4+50 SCALE: HORIZ: 1''=20' 5+00 5+50 STRADA HAVRE ' i; ' so 408 CD•-+_,___, -~ j_8_._._,\'~:~,--~ ' i' j . ' 412 I ' 321 335 CD OR REFER TO PLAN 20 30 FOR REMOVAL LIMITS '.:31 01W 3cZ t?i!:::i 3/ ', 1, I LIP i-I I I EXIST. PROP. FL ELEV PER PROFILE NOTE 1: UNLESS OTHERWISE NOTED ON THE PLANS THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, RESTORATION AND RELOCATION OF ALL TREES, LAWNS, SHRUBBERY AND IRRIGATION FACILITIES ADJ•CENT TO OR AFFECTED BY THE WORK, AND SHALL RESTORE OR REPLACE AS NEARLY TO THE ORIGINAL CONDITION AND LOCATION AS IS REASONABLY POSSIBLE AT THE COMPLETION OF THE WORK. SEE SHEET NO. 14 VIA GENOA SAWCUT LINE I 1' ,- PROP. FS ELEV 1 PER PROFILE I I PROP. FINISH\\ SURFACE IL-\-'o=~ PROP. CURB > EXIST. CURB TO BE REMOVED EXIST. FL ELEV PER PROFILE CURB REPLACEMENT DETAIL NO SCALE 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 DAVID L. BACON 40496 DATE ,1"(943) 660-0110 FAX: 660-0418 --4,,/~ -➔-..-z.~/& 2/7/2011 NO. DATE 401 2+75.42 (j:_ INT. PIAZZA LIDO 5+ 11.54 (j:_ INT. VIA GENOA AS-BUILTS _.J I I I DESCRIPTION OF REVISIONS LEGEND: i@'BI! I / / / II 4+05.41 (j:_ INT. PIAfZA UDO 5+17.18 (j:_ INT. VIA GRAZIANA ' 4+10.41 (j:_ INT. PIAZZA LIDO 5+ 17 .19 (j:_ INT. VIA GRAZIA NA 141 4+96.74 It INT. PIAZZA LIDO 5+30.27 (j:_ INT. VIA HAVRE ! - \ •, ' • , \J\P.. ~!\ \JR\:. SE.I:. S\-\E.E.1 NO. 18 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64--10 0.01' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE 11I-C3-PG 64-10 20 416 10 0 20 40 CURB DATA TABLE I < ) I I {A) I DELTA I RADIUS 180'00'0()" I 11.00' PATRICK ARCINIEGA, RCE 70740 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: I I M.F.P. M.F.P. APPROVED CHECKED: S.K. D.B. DATE: 03 24 10 LENGTH 34.56' TANGENT SCALE IN FEET 0.00' 1 inch ~ 20 It. C-4385 LIDO ISLE STREET REHABILITATION PIAZZA LIDO -VIA FLORENCE TO STA. 4+50.00 PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 19 OF 30 ' -_! C.i t,_ -r_:, c) ,;~ ~ '" (,() :~-·;~:i I' , c·. ,,. <.:) --~, ,n r--r-, ·tD J ;~ "' (:J L,_ " fj ?2 -f_-c•.i ,/) -- EXIS ING rLOW LINE AT 23' N/0 ""-ow, • -C) ·,a --+ (--....i lO ,-----s. . .,. " --""""" ""· ""· """· " " "" """""". "C""""""" " """"-"""" "" """""""""""""-" " __ CfN .ERLINE. """"""""""""""" """."" """·" "" "" "" . : ' 0 / ' a' +-;-' ~" i i ! ; ! i ,. I. e; ' I ' .. """"" "" """""· " """""""" """""""""""·""" --"" """""""""""".).__ -"-·---"·""-·--- _, C:> I, (_-_, cS '(:" ,o (0 ·J· c,i ssl-, .. ' [XISTING FLO\\I LINE AT" 23' S/0 CENT_RUNE 5+00 ----------""-------- ,. ~-1--CJ IL n --,,... .. , c., tG----0 ,n . __ ,t_~---, __ .,., 5+50 6+00 --------------------........... ------ ___ I 'C':J IL 0 ci r::· ... ,.o ·to--- 1-N {() r "- PROPOSED FLOW LINE -. __ ,, . -' --- ----___ ) __ c:, 1, __ 0 "" 1.0.C.) ,--. (0 ~b ~ .:._-_-... ~ Ll IL 0 --· c;.:;:,;•. C) 11) + c,i r-.. .--,,, At 13' N/0 CENTERLI t E ISTING F[oW C1Nt AT 13' N/6 -----------+------------81:=NfERHNl-----------t---""""""" -- VIA ITHACA SEE SHEET NO. 23 ------ ~ CJ -L,c- C) ,-,--, C) I...._ 4> "' (t 0 -, ,.__,, 6+50 ------___ :::.~ ~-~ _,:--,,_-,,-,_ 7+00 EXISTING FLO LINE •• -A 'r 13' s/6 c' NTERLINE 0 c;:' 0 . ITT'(,;--,. '" "' -ft-0 --. ..... 7+50 STRADA ITHACA PROTECT "' 0~ C)·--c, •;:;:;· Cl/") :t ;~ .. .__ __ _ ----_.:.,.__ ____ -- EXISTING SU FACE ON --CROWN/GEN !::RUNE" ' c, 1,. -'"·-e,. gfrf 6~ "" 8+00 i ! .--,---------------------------..,-,:. . -· -, ------:----=---- .,;::: -----------· ----I_ --~ _, C) .t-. u ,n ;;)"' f"'; ''-I J~ ~ _, - - ;;c_::, ! ... - CJ ~--, , __ ; !~) C:! C'~ .,. ( ... ·, en ,::;-E,'~"·"··"·"---·-----·-c:, r::-1. 0 c, u) ·tj.• i:_, ¥~ I"~'" c, ,. (:J) ':.'! J-, ;} 9+00 • """""" """ '~-!XIST!NC::" FtOW"jUNE AT 13'"N/O " CENTERLINE." .... ~~~1 [_",_l ,, Lr:i(~; ("-i: (:) ~;i c~ "T;_--~ R-0-W I "' I -j-· 9+50 VIA KORAN SEE SHEET NO. 27 I I! I I SEE SHEET NO. 26 VIA KORON I I SCALE: HORIZ: 1"=20' VERT: 1'"=2' 10+00 206 200 130 PIAZZA LIDO 1.5' 11.5' 11.5' 1.5' PROTECT CONSTRUCTION NOTES -·---,--. ----------· -------·· , --··--. (i) PROTECT IN PLACE G) COLD MILL VARIABLE DEPTH (0.01' TO 0.33') SEE PROFILE AND CROSS SECTION. '11' CONSTRUCT 0.17' AC (TYPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE \'.Y ENTIRE ROADWAY SURFACE. SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), w~1 • MIN. SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL ANO CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @) CONSTRUCT CURB & GUTTER PER CITY STD-182-L, (W= 1.5'). @ CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CflY STD-185-L (W=EXISTING). REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER ClfY STD-511-L. ADJUST SURVEY MONUMENT WELL FRAME AND COVER TO GRADE. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. (i) i---------!4 111--------1----------{ 4 11l-------i OR RECORD DRAWINGS: 31 20,J--_~R=E~FE=R~T~O_P~LA~N~F=OR~_._--+---' REMOVAL LIMITS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, Cl1Y 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. LEGEND: 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-82-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 / / / /I 0.06' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 --,Z..!, /c EXIST. PROP. TC ELEV PER PROFILE EXIST. PROP. FL ELEV PER PROFILE 2/7/2011 ._.1 :::>lw (.) z ~I::; "'I 1 ' I -1 I AS-BUILTS EXIST. FINISH SURFACE DATE NO. DATE DESCRIPTION OF REVISIONS OP. EXI T. F ELEV PER PROFILE "COLD PLANE SURFACE ELEVATION PER PROFILE EXIST. TC ELEV TOP OF PROP. PVMT ~:rff;~.;~R•"·~.~O~~~" .-"-,;-:-] --:_,._ -- " -" -,:,;,-};\) TYPICAL SECTION PIAZZA LIDO -NO SCALE NATIVE SOIL APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 ASSISTANT CITY ENGINEER DESIGNED: DRAWN: -·~---'(i '~---;·_ :,_ ") M.F.P. M.F.P. APPROVED CHECKED: DATE: SK 0.8. 03 24 10 EXIST. FL ELEV PER PROFILE 20 10 0 20 SCALE IN FEET 1 inch ~zo JL LIDO ISLE STREET REHABILITATION 40 C-4385 PIAZZA LIDO -STA. 4+50.00 TO STRADA CENTRO PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 20 OF 3Q I ' CONSTRUCTION NOTES . ---~'" ·----------------------·· (i) PROTECT IN PLACE. 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. G) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. FEATHER AC PER DElAIL ON SHEET 3. NOTE: CONTRACTOR SHALL MAINTAIN 24 HR/ 7 DAY ACCESS TO SEWER PUMP STATION AT ALL TIMES. CONSTRUCT 0.17' AC (TYPE I11-CJ·PG 64·10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. A SAWCUT AND REMOVE EXISTING CURB RAMP, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND @ REMOVAL OF EXISTING STREET SECflON AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W;1' MIN. '24' SAWCUT AND REMOVE EXISTING DRIVEWAY APPROACH, CURB AND/OR GUTTER AND SIDEWALK INCLUDING REQUIRED SAWCUTTING AND ~ REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W~1' MIN. CONSTRUCT DRIVEWAY APPROACH PER STD-162-L. CONSTRUCT CURB ACCESS RAMP, CASE C PER CITY STD-181-L-A. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111 ·-L. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. RECORD DRAWINGS: THESE RECORD DRAWINGS HAVE BEEN f"REPARED BASED ON INFORMATION SUBMITTED, IN PART. BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO 13E 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 RF.SUIT. EXISTINGF OW TINE AT 18' N/0 C NTERLINE: .24' E/0 C NTERLINE -0.40% -0.14% ------·-··--------+======-,-,-==-=---+-EXISTING FLOW LINE AT 0+00 VIA GENOA SEE SHEET NO. 14 o+oo.oo (i. INT. PIAl.ZA GENOA 0+66.52 (i. INT. VIA GENOA 10 5 0 i 1_1 SCALE IN FEET 1 inch ~ 10 f\. . 10 i I . . I I 18;5' s/o ·CENTERLINE; • 24.5' W/0 CENTERLINE 0+50 1+00 12.5' tii ,... 8 O> + 0 z 0 ~- ALDEN& SSOCIATES 8 <OU ooa:, + 0 CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)660-0110 FAX:660-0418 ~-1 zS-: 10 DATE 24 29 2.5' "' ~ ~ II X w 114 O> -z II 0 "' ~ ...... , .......... -------------------···---········----·~------·--.-!·-· i • ··---O:J2% • • •• •• •••• •• ••• • 0.6 % I __ _, __ l~b3c1s~-ft4Z ·_· I?l_~ci3~•-~----- - - - - - 1-----J ~ ii -.--------------·· _ _i ______ ,_, i ' ---i ' I ' SCALE: HORlZ: 1 "=20' VERT: 1"=2' 1+50 & NO. 7 lX' • I ' ; I : t j f I l f t . / I f ! • > ! I ! ! / f l I J ! J , J l l I I / 2/7/2011 DATE I I I I \ \ I \ \ I CENTERLINE DATA TABLE DELTA RADIUS A 78'29'00" 20.00' PROTECT LENGTH TANGENT 27.40' 16.34' 1.5' LEGEND: -I / /I 16.5' OR 22.5' 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE III-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.32' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 16.5' .OR 22.5' .. O' 2 11 w z EXIST. FS ELEV PER PROFILE PROP. FS ELEV PER PROFILE F= z L"1 "' EXIST. FINISH ~ PROTECT MEDIAN L ='~" ,~f; ~• . C~~3~~P~s":I::::J~~~i~~DA~iio~~~N~~E~:~u~~s;~~:~;:~;~c~-.f. :=.I,.~ .. ~. _;j .. ~ .. ;=h· =.t ..... ~ .. _I' ;?\==t~="y· ==f=_.-~. -~. t: .•.. ;,~c:i::,~.f, •[·• [_fi[•·B-•, .... .. . ~~~·--rr· --·~--·=:-· ~-:---· ,··•~-.. PROP. FINISH f,..'. 3/8" V, LIP SURFACE B ' ' ! " ? PROTECT EXIST. CURB & GUTTER I : • J ·.1 '~ .J l:: ~ •• ·~-"·~'-~-· .1[:··:::·;_:,-j-• .. _:..:-,;.. -"-~:-c.:·c.:• ·c.;··c.;· "". ~•-"_.:.·_cc·•cc··.~::.-.=c.c=~~ ---~iif]f}ii!~;i~tl t:~il~fif'..t~~R\'~J~Jf 0.1 T AC OVERLAY NATIVE SOIL TYPICAL SECTION PIAZ?.A GENOA -NO SCALE C-4385 APPROVAL RECOMMENDED: LIDO ISLE STREET REHABILITATION PIAZZA GENOA-VIA GENOA TO VIA LIDO SOUD PATRICK ARCINIEGA, RCE 707 40 PLAN AND PROFILE SENIOR CIVIL ENGINEER AS-BUILTS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5981-S S.K./M.F.P. M.F.P. DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 21 OF 30 S.K. D.B. 03 24 10 --··-----· I !"--.... ,,-------------------L. .:J_ __ ,_ ......_ ----=-~ ....._.,...,... - ' CJ l.1 Cl c.J ·;::,, ,n , __ :, J ~-s,.J '---' , .. ------------•--·---- 433 0+00.00 q:_ INT. VIA ITHACA 22+86Arq:_ INT. VIA UDO SOUD 435 439 441 CONSTRUCTION NOTES . --·-·-·--. CD PROTECT IN PlACL o+oo l 430 ! _ x-H+----< 1 .J _______ . ·--V -------· -----. . -( i-•-I •· •-·•"-• ••• ;i\ "\/•-••~••• 1--. "' 1 /---l I L.. ..... • -~ "~---[ l·h' ·.----/ ' ....... .\ ....... ,_ ·-. crl I T lgt cc, ~-'--f ;:1; ··-:i I -. 100 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. 47 () 1./ C..;, 0+50 @ CONSTRUCT 0, 17' AC (TYPE 111-C3-PG 64-10) FINISH COURSE OVERlAY ACROSS THE ENTIRE ROADWAY SURFACE. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L @ REPLACE EXISTING SEWER CLEAN our FRAME AND COVER ANO ADJUST TO GRADE PER CITY STD-511-L. @) REPlACE EXISTING PULL BOX FRAME AND COVER AND ADJUST TO GRADE PER CITY STD-204-L @ CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. ® TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: ___ j -· •"-, ,,._ 6 c.i ·c.-;· CJ ·t'-J _+N 1+00 104 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. ···' C"> l,. (.~ ,-, ,n ,·-- -("I ,('-...J. -I ,~ ~· ,-. >•.< 108 _J (') IJ: --·- c~ .~ c:.i u·i -·rr1 ·,~, --• ,--:I: c>-i --"'-'-" ------ ., C> w.... (_.J ,.----(":) ("'-l --'-0 N--- + ,"1 I ' ' I ' ' I ' ' I ' ' c·· ,•-_, 1+50 ! 1112 ··-···----··----·-· w ----~ 5" 110 -' -·c,·L.<. 0 ,o©' ·-r~, -·· ·! (~ ,---'. "" ---¼,;,,' -" C,) lJ. C> ,--. -.. __ ,n_ __ .,. .. --- r--·-· + ('~ ,,..... ~·--:..:---· C') 112 56 ~ LEGEND: / / / Il o(n' 0 ~--1-~ .... 1 N ,--.. ·-,,__,, __ _ __ , c,1..., o __ U) •·-N r"o ~ ~~ .,'--•/_ EXISTING SURFACE AT CR OWN JctNftRLIN E ------ __, .c, 4.. (_'.} ,ri -,-;> _ N N t0 ,, __ , 0~ • ·ci • c:i'O' L() t✓) l· c---1 (;"..j ,- " PRDPosErl-i:-IoW TITTE ___ _ ---AT 11' N/0 CENTERLINE PROPOSED FINISH SURF CE AT ---CROWN/CENTERLINE '--" ,n ,--r·, r✓) +." ,., ~;! -' C) l1.. u 0 (_~;' f.-:, 1°-, ~,: ~j. _, CJ l;- 0 c, en ,-:) -:r • ~. ~:~ ,..:_-, l.i Cl • -' :-----.--··· ,; ) ,-· ("l -tj-' -.j: ;:-:i --- ' (_") L, - Cl • --·· 1.cl t::i C-..J lf) + c-~ ~-,- " _, 1_:.:., l,__ (,} ---·= '--' ,.n ,n •,r :~·-~.j ,,,_ ~:;: )~ -- .... I a;:;, IL ,•:, ,f) ,,-;-· ,-. u, r· C'-J ' --- 0.56% _i_ 2+00 2+50 3+00 3+50 4+00 4+50 46 116 118 VIA ITHACJ\ ' 128 ----. --------w . 122 56 20 31}---l------------li:;; fg~ 132 58 57 w --------- 124 + "'z 6 ~ 128 I : 46 I ' ' I ' 132 5+05.09 q:_ INT. VIA ITHACA 6+23,66 q:_ INT. PIAZZA UDO I I ' ' ' f r,-:-h~D-&O:_' -I I 4j0, R-0-W q:_ R-0-W PROTECT 2, ~--------'1-"0_, --------+-------~1o~•------~-,--~2~•~ F 12· • 12· I PROTECT 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ,---------, 2 11,l------------------{ 2 11 >------- PROP. E 1ST. FS ELEV PER PROFILE TYPICAL SECTION VIA ITHACA -NO SCALE NATIVE SOIL APPROVAL RECOMMENDED: -0.35% 20_ , I 424 20 10 0 SCALE IN FEET 1 inch ~20 ft SCALE: 20 I ' ' I ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS LIDO ISLE STREET REHABILITATION HORIZ: VERT: C-4385 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER VIA ITHACA -VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE (949) 660-0110 FAX: 660-0418 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS DESIGNED: DRAWN: S.K./M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K. 0.8. 03 24 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 22 OF 3Q i -J ----·----.. 4+50 5+05.09 11, INT. VIA ITHACA 6+23.66 11, INT. PIAZZA LIDO 132 CONSTRUCTION NOTES --"• --·-·· ------. ~ -··-----·----,"-.. --·-···---·-···· CD PROTECT IN Pl.ACE. I I I J 5+00 PIAZZA LIDO SEE SHEET NO. 20 0.0' 20. ' 40.0' I I 1\ SEE SHEET NO. 20 PIAZZA LIDO G) COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. @ COLD Mill 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. @) FEATHER AC PER DETAIL ON SHEET 3. --" <-:) 1.,_ C> .ci '&J· ,D Li) ,}; ~~ <---- 5+50 @ CONSTRUCT 0.17' AC (1YPE 11I-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER Cl1Y STD-111-L. @ REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CllY STD-511-L. @ CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER ® SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @ TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: ,_., u ,I) '(.)' r-. in 0--c·s ,n ·•-•---,., __ ; !J l.e,.. ~:i ,n -;:5;>-1-... -q- i ('-~ rn-,-o 6+00 204 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 Oil OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. :;~ f-"i --~ ---·= .. ..r () LL 0 u-)'{_:;.;·- C',' -<1-+ (',i ((0 ·,-•· ,_,, 208 6+50 210 214 LEGEND: l l / ll -___ .,_, ------- EXISTING-SURFACE AT ---CROWN/CENTERLINE -" c, 11.-. D -c:s& .. c, ssi· ----~-0---- 7+00 7+50 216 J 1 56 46 218 VIA ITHACA 0.17' MIN. GRIND W/ 0.17' OVERLAY _COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 No. 40496 Exp. 3-31-11 (949) 660-0110 FAX: 660-0418 ✓I DATE NO, EXISTING FLOW LINE -----AT11' N/0 CENTER INE ------ --~~--'----_:_-"---'--~-~-~--=~--=--=-~ -~-----•• _;___.:...; ____ --·----~-------..., -1· ----------------------~~ O ,:· -------,Jt:" ---------··oe. <-'. ,·_J C1 11 ~-- ---,-0/ a, , ... -.. __ ;,-- PR POSED FINISH SURFACE AT CR WN/CENTERLINE - 8+00 8+50 220 222 224 _, CJ-~'-· CJ.,,. .. .., ,o ,tj-_r-:---0) T(',J t.n , .. I '56 I ' ' I 226 ---""'---------------------,---_----------_____ , _, C:) u~ 0 C) '1,{/ C) , .. I: p_J o, -----. 9+00 __ , c:! L,. c_~ ,r) ·;;.1· t•J -,,. + 0-i m. 228 46 (,J ' i.{) ,~- + ,-..; ·-:I---c __ , .• I -.. , ... ,_,,,_., 9+50 R-0-W PROTECT 2/7/2011 DATE 2' ,Id D w w ~ !=; i3 0 er: z . er: w tn ~ Q_ 0 X, W<D • 12' 10' 2 11 EXIST. FINISH SURFACE 12' 10' PROP. EXIST. FS ELEV PER PROFILE COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT ··----·---.. ~ ,, -· -·--.. ,.., •. -- .. --·. __ ._, __ ·, _r2·2·~::2-·=-t~f::.?t/::~~:1 ~-~ ~-:::·· 1·· =~--'=:.:=·-~;~-:;;·:;;-;,__,.,._:-;,j:~ilfi1i~1~ffi:;;iji~[H:~ilffi;;mu1f!ft1r.Ji~ifil11Ll#\~H~i -litfll!ll1~r,i¥[~)i~mHrHilri;:,:~1~:~imqu~-1fri~! l')~!~,,,ir·r: :;;--";_:;;_,;.:, ;:;:.,::;;:::::...:::::__;~:.c:_~-~-J·- L n.,,rilf!tr~tlftJ1!!rnLTia,J'fl= 1--m --rn---m,dinm,J:m~¾ 1,., 0.17' AC OVERLAY'. TYPICAL SECTION VIA ITHACA -NO SCALE AS-BUILTS DESCRIPTION OF REVISIONS APPROVED -NATIVE SOIL APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 707 40 ASSISTANT cny ENGINEER DESIGNED/· DRAWN: S.K. M.F.P. M.F.P. CHECKED: DA TE: S.K. D.8. 03 24 10 "' ,n r;-c~ ,_, (_Yl ,_. I ' -~ -" (."') 1,__ CJ ;(; c;)_ r, C.l SCALE: HORIZ: 1 "=20' VERT: 1"=2' 10+00 10+50 VIA LIDO NORD 1:,,1 ![ I I ·1 I• 11 H----1-t----.5-' _...c45Ti.O'--' t---2-2.----15 -~H-lr • - - 10+02.69 11, INT. VIA ITHACA 18+58.43 11, INT. VIA LIDO NORD R-0-W 2' 3/8" LIP 4' PROTECT 20 10 0 20 SCALE IN FEET 1 inch ~ 20 ft. C-4385 LIDO ISLE STREET REHABILITATION VIA ITHACA -PIAZZA LIDO TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 23 OF 3Q I I ' _ PROPOSED .. FLOW. LINE. .... AT 11.5' N/0 CE TERLINE EXISTiNG -FLO -LINE - AT 11.5' N/0 EN1ERLINE-i ' o:: I ·--.. -------. ------L - - ---... -------------------------------------------------------+----1------~•-"•"--.--•••----•-•----•-•~---•~--•-~•-" w•~-.--•-• •-•--•~---"" • -~•~ •-••---~-•••'-•• ""U ~"" • "" •--• •••• -•-•e•-•-• ~---•"•'" -, •' -• " ---~ -• •-••"~-->•-•-'" •• •-••·""•-• •••-,._,. •--'-·••• •• ,,. ~•-•·•-•"• •••-""'"' ____ "" s•••·•• _,_,, <m, '•¥-• '""' ••• ._. -• --•"' ,~.-, ' - I (0 (_;~ 1•; '-1. ',/)" -,·j / z.J ,,_., --C.) L,. r:-; ,.-., tD ✓ ,:·-.; ;·,.., ,:-(.._j <.) ' C) LL C) ,n :n- r-r~, (:_t. ('~- C::J I•. ,_::, ,. ~ C) ,._ ·(')Q)"" I c--i --···- EXISTING FLOW !NE AT_11_,5'S/O C: NJERLINE --------------------·--~ ····------------------------- __ , TJ U~ - CJ,,-, C::> lCJ .... ,n-r:,:, + ,.._j ---. .,,J __ C) LL .. c~ ,-, __ ,D_~>,L f·..._ lO +N ,--~--~· .o:J C; b. 0 --t6M- ("'-l ,o r c-i ('-.j ' - ' C) l-1_ 0 ---c,_,c;::_.7'. ITT "' .:t 0-----~ EXISTING SUR ACE AT ---------1---------·---.CROWN/CEIIITE LIIII£.. __ -0.10% PROPOSED FLO LINE Al11.5' S/OC NTERLINE "-' z 0 -, -0 ~ G:o ~ C: 0 0 --0.84% 0 on'. m-o-i ~-~ -lO lO N lD Ln N + . ·+ . , "<I-~~~~~ ~ ~~ ---\. - i ' I . .,_,.,,i ... ____ ,, ____________ ., ______ ,_._, o+oo VIA LIDO SOUD l I 22.~· 14.5' VIA LIDO SOUD 8.( ... I C> l, •. _ ('.'.) 6 -;;-- •O 1:-1 0-i {_J , . ., 0+50 ' 0 L,_ C, ,o -.::.:; .. t~-.r-~- 6 ~i r--., c, Ci~ L' c) ·co {:';> I_{) + {---.; ,-.... 1+00 _, 2~·1_,:_- LO f"-. l:""-1 (0 ·l·c-i ,,,__J._ .. C) 4. 0 --_C) -;:-;;- \{) en +N ____ ,_-: ;·,:;.,- 1+50 2+00 2+50 ; 0 l,_ CJ --··----• v-, .... --LO I<) t---s.j· --~ ~~ 3+00 -~ C) la. ...,q.>~,: . !O ~- 0-I ~,.L T ,..._,; ~, -._ __ _ 3+50 4+00 4+50 NOTE: PROTECT : 2, lO' 10, 2, I 12' 12' CONTRACTOR TO PRESERVE EXISTING r-· -e--->~-r""------~-------i----------~-------,------ RUBBERIZED STREET SECTION OF VIA ~-------------------------------------, (i) >----------<2 11 1--_____ _____, ________ ____,2 11 >-------< LIDO SOUD AND SAWCUT AT JOIN TO ,J,.J PROTECT - - ) ' I r ·' -------· _____ ,.,,, ....... .. (i) OR PROVIDE SMOOTH TRANSITION. RECORD DRAWINGS: 31°~01l----'Rc'cE'-"FE"-,R ,'--'TO~PLA'='N'-F'-"O~R t----+--' REMOVAL LIMITS I PROP. EXIST. FS ELEV PER PROFILE ':----+---...+----"R""EF-"E"'-R _,T-"'O-'P"'LA"'N'-'-'FO"'-R'-----<20 31 I REMOVAL LIMITS CONSTRUCTION NOTES --------·· ·--· ' ---·--------·-·--·------ (i) PROTECT IN PlACE. Q) COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. @ CONSTRUCT 0.17' AC (TYPE 111-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. 0iJ, SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING '-el STREET SECTION AND REPlACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. "l3' SAWCUT AND REMOVE EXISTING CROSS GUTTER, SPANDREL AND CURB INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING V::!/ STREET SECTION AND REPlACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ REMOVE AND REPLACE CURB CORE DRAIN. @ CONSTRUCT ROLLED CURB & GUTTER PER DUAIL ON SHEET 3. 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 PU\NS AS A RESULT. LEGEND: EXIST. PROP. TC ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-82-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 l I I II 0.17' MIN. GRIND W/ 0.17' O,VERLAY _COURSE TYPE III-C3-PG 64-10 . . . ' 1--I ::,IW Uz ~!::; I 1' I I EXIST. FINISH SURFACE COLO PIJ\NE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT -~-~·······---"-_ ~-----·_ ---. ---~-~::-:·'.:.-:~·--::::-::--·_-· __ ·_¾iaiKfilLfliffit¥lh, ... ·:v - 0.17' AC OVERLAY • NATIVE SOIL TYPICAL SECTION VIA OPORTO -NO SCALE r-1 Bl~ ~I_, (/)I I 1' . 1--: I APPROVAL RECOMMENDED: EXIST. ROP. FL ELEV PER PROFILE EXIST. R . T ELEV PER PROFILE VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 20 ! 10 0 I_I SCALE IN FEET 1 inch ~ 20 ft. I ' ' I ' ' I ' I ' SCALE: 20 ! @ CONSTRUCT CROSS GUTTER AND/OR SPANDERAL PER CITY STD-185-L (W=EXISTING). @ ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD-111-L LIDO ISLE STREET REHABILITATION HORIZ: 1"=20' VERT: 1"=2' 205 C-4385 @) CATV PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @) SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. @) TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 t-----+------+--------------------t-----< PATRICK ARCINIEGA, RCE 70740 ASSISTANT CITY ENGINEER VIA JUCAR -VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE (949 660-0110 FAX: 660-0418 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS APPROVED DESIGNED: DRAWN: S.K./M.F.P. M.F.P. CHECKED: DA TE: S.K. D.B. 03 24 10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 24 OF 3Q -·-·-· ----i 10 i· ( ___ ,, ---· ·--1 C) b. (","l · · -0.51% .. , ---<'.-' l~.-c:.> ,:,::;1::.:: ,o ,-- t-N "' -' . ,_ '-l l,. 0 ·-o '-..:•.' C) CJ + (•~ l() ' ,_ -.- ., C) IL. 0 ,r) ':i,' ("-1 CD J;-:< "'''" •.... ·-" ------------ ··' C..> l,_ ,::, • {._j ~;;:v-- uJ = 0 ~~-- ·-----·-·--------r=:-=fJ•eDSEll_ELQW..J IN~E-----+--------------,----- A T 11.5' N/0 CENTERLINE I --.EXISTING FLOWTINE ________ ·-•.. • AT 11,5' N/ CENTERLINJ:: • --------r+PR0PBSE0-H:0W·HNE---+---------··-····--···-········-··-·-+--··-··-···--·-.............. _. ····--········-···-····-··--·-·······-·· ···-· -·····--··-··-·· ····-·-··--·-·····------· ·····--···--·-- -------------- _, ,-::, \1., 0 r{) 'Co' N ro cj-c .-:-f", ,,-1---, . ....• Q, 14% . .AT Jt.5'. S/0 CENTERJ,JN!:.: ------- .J c,1.,. ?,--.._ c:, cO {-~, r---• ·;1·' -~-, <;Q:" -· "' 0 a:, :z -~- $ ~ c,' -~~ ,-. -"' t0 C9 -<t;: + ~ .--"' --~~ ' ' .. I ·, I ! i i I I I .i-SCALE: HORIZ: 1"=20' VERT: 1"=2' ··-·-·········-•• ------·-· ·----········-··-· -·-··--·-------·--~---------~ I \ \ f PIAZZA LIDO SEE SHEET NO. 20 \ \; 20. ' o.o· -1-~ft--tti 4ct.o· - 5+00 4+ 78.22 It INT. VIA JUCAR 8+34.93 It INT. PIAZZA LIDO 5+50 CONSTRUCTION NOTES , ····-···-----,--.-------- CD PROTECT IN PLACE. (D COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. @ CONSTRUCT 0.17' AC (1YPE lll··C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. '20' SAWCUT AND REMOVE EXISTING CURB AND/Oil CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING '!.':!J STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ ® @ ® @ ® @) REMOVE AND REPLACE CURB CORE DRAIN, CONSTRUCT ROLLED CURB & GUTTER PER DETAIL ON SHEET 3. ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER Cl1Y STD·· 111-L. REPLACE EXISTING SEWER CLEAN OUT FRAME AND COVER AND ADJUST TO GRADE PER Cl1Y STD-511·1.. CATV PULL BOX FRAME ANO COVER TO BE ADJUSTED TO GRADE BY OWNER. SCE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE BY OWNER. TELEPHONE MANHOLE, VAULT AND PULL BOX FRAME AND COVER TO BE ADJUSTED TO GRADE. RECORD DRAWINGS: 6+00 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFOf~MATION SUBMITfED, IN PART, BY OTHrns. WHILE THIS INFORMATION IS BELIEVED TO 8[ 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. 6+50 211 LEGEND: 111,11 ~ ; j i ·' 7+00 7+50 213 217 VIAJUCAR 8+00 219 8+50 227 I 56, 221 225 441 9+50 VIA LIDO NORD " "! ri ! 'I I' ' i i 10+00 432 434 9+60.34 It INT. VIA JUCAR 20+68.43 It INT. VIA LIDO NORD 436 8 ·+ ;; j . .. . . . . Ii '" I II 440 VIA LIDO NORD R-0-W q;_ R-0-W I 12· 12· I CD PROTECT _•__-'a2_' _, _______ _cl,,_0' _______ •.1-•-------"10e.' ________ ,___,,._2' __ i-------2 111----------+---------{ 2 11l--------i PROTECT CD OR 31 20 >--~R=E~FE=R_T~O~P~LA~N~FO=R_,__ __ -+-~:' REMOVAL LIMITS I ,-I EXIST. PROP. FL EL :::,lw PER PROFILE ~I'S T PROP. T "'I ELEV PER PROFILE I VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV ~ rE Ct'. Ct'. ~ ti; i':5 EXIST. FINISH· SURFACE -,.---·-. --". --. -- PROP. XIST S ELEV PER PROFILE COLD PLANE SURFACE ELEVATION PER PROFILE TOP OF PROP. PVMT ---. ,. --__ ,, -------------·-----,, OR --+--~,..._~R=EF~E~R ~T=O~P~LA=N~FO~R~__,20 31 REMOVAL LIMITS EXIST. P ELEV PER PROFILE . TC ELEV VARIABLE HEIGHT CF TO MATCH EXIST. TC ELEV 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-82-PG 64-10 W/ 0,17' OVERLAY COURSE TYPE III-C3··PG 64-10 0.17' MIN. GRIND W/ 0.17' 01/ERLAYCOURSE TYPE III-C3-PG 64-10 VIA OPORTO -NO SCALE APPROVAL RECOMMENDED: 20 10 0 SCALE IN FEET 1 inch = 20 ft. LIDO ISLE STREET REHABILITATION 20 C-4385 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS VIA JUCAR -PIAZZA LIDO TO VIA LIDO NORD 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 PATRICK ARCINIEGA, RCE 70740 PLAN AND PROFILE SENIOR CIVIL ENGINEER (949) 660-0110 FAX: 660-0418 ~f ~ ,/45'/jo DAmL.BA N 40496 7i5AT~ & 2/7/2011 AS-BUILTS DESIGNED: DRAWN: CITY OF NEWPORT BEACH R-5981-S S.K./M,F.P. M.F.P. NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 25 OF 3Q S.K. D.B. 03 24 10 r·--i------- -.,: 1.:-,-["- -[: ('j , __ , ' - c,l,::;:1 . "' -----~----------- ____ : C! • . .t. 0 CJN Ci;>.;-,,_ + <:'-J ~-' - I i -1- 1 N -0.31% •• -·frl z ! PROPOSED FLOW LINE l i 11 o+oo ., lD <.·. "'> -..:--i ,---;:,;-:, ~1)1 ;~i 1···· I I VIA LIDO SOUD l I I I" 1.1 ' I I 22. ' 14.5' 8.0 ;;; ,() t"-1 ("~ co c.\ \:~ ... i I I 1 • 1 5,0'n IH-lc---l-+t"l"··-----+-1-t-l ' ,i rTI ! ~ ! ! l I ' jl I ----+!1111~ C -L .. . ,} 0 I o+oo.oo It INT. VIA KORON I i,. ..J ~ 26+ 16.42 It INT. VIA LIDO SOUD ~1 i 11 [ " ~i ·j I I ~ I ! I ' ' I VIA LIDO SOUD CONSTRUCTION NOTES •-••• ~a•>••~'-•-•-••••••••••-••-~••-'"••• " " •- CD PROTECT IN PLACE. G) COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. Q) COLD MILL 0.17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS. @ FfATHER AC PER DETAIL ON SHEET 3. --6 ~--.. , ~ 0+50 460 @ CONSTRUCT 0.17' AC (1YPE III-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. '20' SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING V:'::I STREET SECTION AND REPLACEMENT OF FULL DEPTH AC SLOT PATCH (PATCH BACK), W=1' MIN. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @) CONSTRUCT CURB & GUTTER PER Cl1Y ST0-182-·L, (W=1.5'). @ CONSTRUCT SIDEWALK PER CITY STD-180·-L (W=4.5'). @ ADJUST EXISTING WATER METER BOX FRAME AND COVER TO GRADE. RECORD DRAWINGS: -i AT· 13• sTo cENTER_u_N_E_ 1+00 rHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFOf,MAflON IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAV[ BEEN INCORPORATED INTO THESE PlANS AS A RESULT. -EXISTING FLOW LINE A_T 13' i'ljD CENTER\:!NE -----------------"" ----- ------. ' --' " cj .:n· ·Tn tcr· + l'-J 1+50 ~ CJ L... 0 ··· --lO _-;,:• ,. <D + <"--i <-· .,-. ~ -r·· CJ l.t C( .,--·, ---.. ,o ~--·· C) 1n 1:t ~ ·- -'" 1 . ... ] ···f0 h,· 0 d) '(_:;,, c,1 __. -- J; ~ ·' G'.J LL 0 ,n <"..; -,....._ ('-J .-J; ~ ... ---,-- CJ r;~ C, () :.:;:.;· C) C> -,J ;:~. "0.16% c, -[~c-! ' c, c·, -s:'· ,no I EXISTING SVREACE A CROWN/CENTERLINE PROPOSED FINISH CROWN/CEN:fERLIN URFACE AT LEGEND: ~ I / / 1 II 2+00 2+50 1' AC SLOT PATCH 0.5' MIN, DEPTH TYPE 111-82-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN. GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 4,(949)660-0110 FAX: 660-0418 . /~ '7 /4r /yi, DAVID L. BAGNE<I0496 1 DATi? CD 4+50 PIAZZA LIDO SEE SHEET NO 2D ' i; i; ' 1,5, 11.5' 11.5' 1 5' ' c-=-,---------~~--------1--------~~=--------~1 1---------l 2 11!----------i,-...--------l 2 11 >--------, I l i ' 5+00 ·5+00 I • PROTECT CD OR izoY3o",-..-;,;RE=:-F;;;ER;';;;'TO"-;-;;-P:sLAc;;N~F~O~R..,l-r---ii----<-. ~ REMOVAL LIMITS I PROP./EXIST. FS ELEV PER PROFILE OR •--t----t-+-'cR':'FFccE;';'R;-cT'-"O-:-'P,.,LA;;>;Ncc--'-FO=R~---120 30 REMOVAL LIMITS I 0.1 e--1 :::>jw :::,lw CD 11 , REFER TO PLAN FOR , I ~15 COLD PLANE SURFACE ~115 REMOVAL LIMITS I 3/8" c.r, EXIST. FINISH ELEVATION PER PROFILE v, OR I I LIP I SURFACE ~I 1' I TOP OF PROP. PVMT :L p,.~-. :,~-·-,.~--, ~~~~~~~~~~~~~I~ .·~ ,. •1 •,. ------~ EXIST. PROP. TC ELEV '.: ·• •· 00:::'fc;fi: •• ·:·:·'''> • ••• -•• -• PER PROFILE ::~ :--.±t ·--·-----• '"'.~-. ~-·:::-~i~~~ft*j~lffi~~ififfi1~H-:rtrifJii~ri~~ntt~i~T EXIST. PROP. FL ELEV 0.17' AC OVERLAY ' ' 3/8"1 LIP i ' ' PER PROFILE NATIVE SOIL TYPICAL SECTION VIA KORON -NO SCALE APPROVAL RECOMMENDED: EXIST. PROP. TC ELEV PER PROFILE EXIST./PROP. FL ELEV PER PROFILE /& ~ ; .,_: ·-:1.:· "' ' 20 10 0 20 SCALE IN FEET 1 inch = 20 ft. C-4385 LIDO ISLE STREET REHABILITATION fil 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS APPROVED PATRICK ARCINIEGA, RCE 70740 ASSISTANT CITY ENGINEER DESIGNED· DRAWN: S.K./M.F.P. M.F.P. CHECKED: DATE: S.K. D.B. 03 24 10 VIA KORON -VIA LIDO SOUD TO PIAZZA LIDO PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 26 OF 3Q 4+66, I 2 (t INT, VIA KORON 9+55,53 (t INT, PIAZZA LIDO CONSTRUCTION NOTES ---------------------------- (,) PROTEC! IN PLACE. l ! I i N 5+00 PIAZZA LIDO SEE SHEET NO 20 0 COLD MILL VARIABLE DEPTH (0.17' TO 0.25') SEE PROFILE AND CROSS SECTION. 0) COLD MILL 0, 17' ADJACENT TO SIDE STREETS AND TRANSVERSE JOINTS, @) FEATHER AC PER DETAIL ON SHEET 3. I . ······-L ------------·---------·--- 5+50 @ CONSTRUCT 0.17' AC (TYPE 111-C3-PG 64-10) FINISH COURSE OVERLAY ACROSS THE ENTIRE ROADWAY SURFACE. ® @ @ @) ® @) SAWCUT AND REMOVE EXISTING CURB AND/OR CURB AND GUTTER INCLUDING REQUIRED SAWCUTTING AND REMOVAL OF EXISTING STREET SECTION AND REPLACEMENT OF FULL DEPTH AG SLOT PATCH (PATCH BACK), W~ 1' MIN, REMOVE AND REPLACE CURB CORE DRAIN. SAWCUT AND REMOVE EXISTING SIDEWALK. CONSTRUCT CURB & GUTTER PER CITY STD-182-L, (W~1.5'). CONSTRUCT SIDEWALK PER CITY STD-180-L (W~4.5'). REPLACE EXISTING WATER VALVE BOX FRAME AND COVER AND ADJUST TO GRADE PER CHY STD-511-L. RECORD DRAWINGS: 6+00 THESE l<ECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS_ WHILE THIS INF'ORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCUl,ACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PL/\NS AS A l,ESULT. EXISTING SURF ACE A CROWN/CENTERLINE PROPOSED FINIS~ SURFACE AT ·-··-·---··-·---·----l------------+-------------1------------+--·--------·_-_--_-_-+-------.-C-R.O_W_N_f_c_~Irntc•· •• E !STING FLOW LINE ! . A 13' S/0 CENTERLINE 6+50 7+00 7+50 8+50 9+00 9+50 VIA LIDO NORD VIA LIDO NORD SCALE: I -----------·-----______ .J ____ ._ ---- 9+36, 13 (t INT. VIA KORON 21+88,43 il INT. VIA LIDO NORD HORIZ: 1"=20' VERT: 1"=2' 1-'1-"'.5➔' -1---------'1'--'1'-".5~' ------~1-------~1-'-'1."'-5' _______ __1.2'._ LEGEND: ~ / / / 11. 1' AC SLOT PATCH 0.5' MIN. DEPTH TYPE 111-B2-PG 64-10 W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 0.17' MIN_ GRIND W/ 0.17' OVERLAY COURSE TYPE III-C3-PG 64-10 ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949)660-0110 FAX: 660-0418 ~ ~ltt DA 2/7/2011 NO. DATE f---------{ 2 111-------+-~--------{ 2 111----~-' AS-BUILTS DESCRIPTION OF REVISIONS PRO . EXIST. FS ELEV PER PROFILE TYPICAL SECTION VIA KORON -NO SCALE APPROVED NATIVE SOIL APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED: DRAWN: S.K./M.F,P_ M.F.P. CHECKED: DATE: S.K. D.8_ 03 24 10 ✓ 20 10 0 20 SCALE IN FEET 1 inch ~ 20 ft. C-4385 LIDO ISLE STREET REHABILITATION VIA KORON -PIAZZA LIDO TO VIA LIDO NORD PLAN AND PROFILE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 27 OF 30 co N . 0 z I-w w I (/) w w (/) w N z w 0::: LL <!'. > __ -Ci)--, ~ ~---- irni-- DETAIL "A' 60}.+..'H--- 23' 23' DllA L 1 6011-+c-H--- I DllAIL "//,' 60!-+c.+t----l I _J <!'. 0 z w (!) <!'. > 65 8 <!'. z <!'. ~ 0::: (!) <!'. > VIA LIDO NORD - - ----7 _ ,----"'''"'')" I . I .. I . I I I . . I • . I I • . I .. I I . I I w RED(L=15') 63 0::: ~ :::c <!'. > RED(L=11 ') 63,J----t RED(L= 13') 6311----1 10-----<63 RED(L=30') . I . I RED(L=20') 63\.----11 65 I . I I ··.•· I I I I <!'. <!'. u <!'. 0 :::c <!'. . I I-:::c I-•. ·• 1 <!'. <!'. 0 ~ > I- Cf) I . I 63 RED(L=7') .. I I I I . ) 63 RED(L=15') ,g .. ·•. ... • ' I _;::, •. .•· . . J ' ~. PIAZZA LIDO ll~ .. I . t:- i--, I ,. ' I I *· I ... j I I SEE SHEET NO. 30 RECORD DRAWINGS: THESE RECOf,D 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. I . I I '\ I I ALDEN & SSOCIATES \ I I I CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 ~P' • ..-:T • 40496 DTE RED(L=71') 631----,, 0::: <!'. u ::J """) <!'. > I ~\ \ SEE SHEET NO. 30 ill 2/7/2011 NO. DATE RED(L=B') 63,i---ttcll z 0 0::: 0 ::.::: <!'. > 65 AS-BUILTS I I I I I • I ·• I I I \ DESCRIPTION OF REVISIONS I I I I I I I I I L--- \ I r \ . \ ----- APPROVED ct. I CONSTRUCTION NOTES --.. ·----~--· ··-------.,. _ _. ··---·-----·---·--- 0 PROTECT IN PLACE 160' PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA ~ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL @ GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. @) PAINT STOP AND LIMIT LINE PER DllAIL. @ PAINT CURB LIMITS AND COLOR PER PLAN. @) INSfALL FIRE HYDRANT MARKER PER CITY STD-902-L. STRIPING GENERAL NOTES: --·-. ···--·------·-------------. ··--------------- 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTlc" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS ANO LIMIT LINFS SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 10. REMOVE ALL CONFLICTING STRIPING BY SAN BLASTING. REMOVE ALL EXISTING RPM'S. ct. i 12" WHITE RETURN RETURN GUTTER I "' I GUTTER CURB CURB TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET NOT TO SCALE NOT TO SCALE 40 20 0 40 ! L_J I SCALE IN FEET 1 inch = 40 ft. C-4385 APPROVAL RECOMMENDED: LIDO ISLE STREET REHABILITATION LIDO ISLE VIA FIRENZE TO VIA KORON (E) PATRICK ARCINIEGA, RCE 70740 STRIPING PLAN SENIOR CIVIL ENGINEER DESIGNED· DRAWN: CITY OF NEWPORT BEACH R-5981-S S.K. M.F.P. M.F.P. CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 29 OF 30 S.K. D.B. 03 24 10 J--------'. 63 REO(l••25') co N • 0 z I-w w I Cf) w w Cf) "' "' "i SEE SHEET NO. 29 OCTAi 1 60 I DETAIL "A" 6QH--1+--I __ _J (._______._____,) ~ w N z w 0::: LL. <( > "' DETAIL "/i,' 6011--.J..M--H---1 DllAIL 1@-·--+-+->t--- l C PIAZZA LIDO 23' DETAIL "/i.'@)--+-+-tt--· (L=105') 62 23' 65 <( 0 z LU l') <( > 62 ·,·,·· . ,,r,,-,--·~--·~---r- ~ ~::5:;-,: ,-----,,63 RED(L=30') ) I ~"' <0, "i \ \ o&"' ouo RECORD DRAWINGS: Tl l[SE RECOflD DflAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMllTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CllY or NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE rLANS AS A RESULT. I I I . •• I 63 REO(l=107') I I SEE SHEET NO. 29 RED(L=13') 63,___..,, RED(L=20') 53;1----11 65 I I I I . 63 RED(L=15') I I \ \ 4. I • ... I \ \ ~i\ \ \ 4. <¾ \ :c. • \-'.' -4. <¾ :c. t::. 4. ii -7 RED(L=2') 63 RED(L=14') 63 ALDEN& SSOCIATES _,_ CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 FAX: 660-0418 'en . . I .•• I I : I ,.\ I 65 -~ - 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS •. I \ . \ : I I I \ APPROVED rt I ,,, CONSTRUCTION NOTES "'"'" ·----·-· ··-··--------· ··--_____ ,, ___ ,._ ----...... ----·- 0) PROTECT IN PLACE W PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA 'i!::!J MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL @ GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. @ PAINT STOP AND LIMIT LINE PER DETAIL. @) PAINT CURB LIMITS ANO COLOR PER PLAN. @) INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L. STRIPING GENERAL NOTES: 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL or CURB AND GUTTER. 3. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK' LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 10. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. 4' TYP. DIRECTION OF TRAVEL 4" WHITE TYPE A WHITE NON-REFLECTIVE (4' c-c) TYPE G ONE-WAY CLEAR REFLECTIVE * -UNLESS OTHERWISE NOTED DETAIL "A" NOT TO SCALE 12'' WHITE RETURN GUTTER °" CURB RETURN GUTTER CURB TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET NOT TO SCALE APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 707 40 SENIOR CIVIL ENGINEER DESIGNED· DRAWN: S,K./M.F.P. M.F.P. CHECKED: DA TE: S.K. D.B. 03 24 10 NOT TO SCALE 40 20 O 40 J '~-' i SCALE IN FEET 1 inch ~ 40 ft. C-4385 LIDO ISLE STREET REHABILITATION LIDO ISLE VIA FIRENZE TO VIA KORON (W) STRIPING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5981-S SHEET 30 OF 30 63J--- IIED(L=38') I rt i I ..;:-~ ~'? rt I I i 12" WHITE I RETURN RETURN i'o GUTTER GUTTER TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET NOT TO SCALE CURB STRIPING GENERAL NOTES: 1. SEE STREIT IMPROVEMENT PLANS FOR EXISTING UTILl1Y LOCATIONS. TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WA Y STREET NOT TO SCALE 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3, ALL STRIPING DETAILS, MARKINGS, MARKERS, ITC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSI' OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPlASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902·-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE Cl1Y OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO OE INSTALLED UNLESS NOTED OTHERWISE. 10. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. RECORD DRAWINGS: CURB I THESE RECOl,ll DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUOMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIIJLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE PLANS AS A RESULT. I 62 ------11 .. ---"'"" z 0 ..J w 0 0::: <( co <( z 0 ..J w 0 0::: <( co <( > c§ ~ 1- (/) I I I I I // I I /I II I I I I I I I CONSTRUCTION NOTES -·----·---·-----···-----· -- CD PROTECT IN PLACE I !!~---+1--162 ~ 0 0::: 0 (.) <( > I I --, '--- 1 I ~ 0 0 0::: 0 0 <( 0 ~ 1-(/) '60' PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA ~ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. @) PAINT STOP AND LIMIT LINE PER DETAIL. @) PAINT CURB LIMITS AND COLOR PER PLAN. @) INSTALL FIRE HYDRANT MARKER PER CITY ST0-902-L. 40 20 0 SCALE IN FEET I VIA LIDO NORD --71 z 0 -:, 0 <( > I I /I II I I // II I I /I II I I 40 I "' "' I '-.. I I '-.. z 0 -, -0 <( 0 ~ 1-(/) ~ '-.. "' "' '-.. '-._ 11 ..J 0 co w <( > 1 inch ~ 40 ft. " ~, ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 (949) 660-0110 FAX: 660-0418 /4 ~YM-'7/$J,., lo AIDLBA N 40496 I DAT~ & 2/7/2011 AS-BUILTS NO. DATE DESCRIPTION OF REVISIONS APPROVAL RECOMMENDED: PATRICK ARCINIEGA, RCE 70740 SENIOR CIVIL ENGINEER DESIGNED; DRAWN: S.K./M.F.P. M.F.P. APPROVED CHECKED: DATE: S.K, D.B. 03 24 10 ----1 r~-- . w I I 0::: 0 ..J LL <( 0 ~ I . 1- (J) I * I •. I I I • I I . . I . I 1 I . I .. 65 63 RED(L=25') PIAZZA LIDO LIDO ISLE STREET REHABILITATION w N z w 0::: LL <( > C 0) N . 0 z I-w w I Cf) w w Cf) C-4385 LIDO ISLE THE ALLEY TO VIA FIRENZE STRIPING PLAN CITY OF NEWPORT BEACH R-5981-S PUBLIC WORKS DEPARTMENT SHEET 28 OF 3Q , ,. ,.- RED(L=1 B') (631 I RED(L=43') (63) // §)---/1 RED(L=38') 2il I I "'i, I I '--~ '-- L .. .J.siP _ I '--""~ '-- L--#-1 2" WHITE Ii. 12" WHITE RETURN RETURN i'o GUTTER i'o GUTTER TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET NOT TO SCALE CURB STRIPING GENERAL NOTES: 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILllY LOCATIONS. ~]~~ TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET NOT TO SCALE 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CllY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK'' LAYOUTS SHALL BE APPROVED BY THE CllY OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 10. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. CURB '-- '-- ' '-- "'i, "'i, LJ VIA LIDO NORD -71'R.lc.. - -- irn,-ir'-(62 <( z 0 RED (63)--;--I ✓ irn1-JHs2 -~7'- <( I I > I I g 0::: 0 0 I '-- <( z 0 _J w ~ iii <( > _J w 0 0::: <( ca <( 0 ~ t-en ~' ~ 0 0 0::: 0 0 <( > I I I I // I I '-4 C, !/' I I I '-- '-- ' "'i, I 1/' I I I /I • (63) RED(L=3') '-- '-- '--' '--"'i, I I I I I CONSTRUCTION NOTES CD PROTECT IN PLACE I I !/' I I ~ I I I '-- '-- ~ -----0~;' -----00 ~ &a "" u-b '-- t2, PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO lliE CURRENT CALIFORNIA ~ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. @) PAINT STOP AND LIMIT LINE PER DETAIL. @ PAINT CURB LIMITS AND COLOR PER PLAN. @) INSTALL FIRE HYDRANT MARKER PER CllY STD-902-L. ALDEN& SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 W,9) 6,-01 ~ £. FAX: 660-0418 -;i/2 ..S/ /c;.J OATI I I '-- i t-en ~ '- I z 0 -, 0 <( > I !/' I I !/' I I !/' I I I " ''--'-- '--'-- \ ~ '--~ '--'--~ 40 20 0 40 I I ! I SCALE IN FEET 1 inch =40 ft. NO. DATE DESCRIPTION OF REVISIONS I I I I '-- Li irnl-JH52 Z . w -110::: 0 _J O ~ 0 I .. ·. I _J 0 Ill ~ <( w <( 0 <( 0 ~ > _, ~ f-I I t- en 1 ·: , en ' L""~ I 1: * . I • I ii 11· • I •••• 11 11.11 I , 1 : I. I : I I ED(L=15') RED(L=17') .65 63)RED(L=25') PIAZZA LIDO '-- .... r '-. ' '-. ·/ 1& fl/~ f,,(! . /';v . I ...._ /~ APPROVAL RECOMMENDED: ~4-'i ~ $ '-<. ~ LIDO ISLE STREET REHABILITATION w N z w 0::: ~ <( > 0) N . 0 z I- LU LU :r: Cl) LU LU * fl-le Cl) C C-4385 Q . -LIDO ISLE THE ALLEY TO VIA FIRENZE PATRICK ARCINIECl_AfRCE 70740 SENIOR CIVIL 'Ef.JGINEER -• DESIGNED:-· ·-1 DRAWN: S.K,LM.F.P. M.F.P. APPROVED I CHECK~~~./D.B. I DATE: 03/24/1 o STRIPING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT APR O 2 2010 R-5981-S SHEET 28 OF 30 co N • 0 z 1-w w :c Cl) w w Cl) '"[ • ~ Hmi ,._ I, UJ N z UJ 0::: LL <( > " ~---- 1 VIA LIDO NORD _ _J~ ff._.----"--0) L____C_I ~- Nl , I a Ila -' 23' 23' IL I 1 11 11 I __ --1 I DETAIL 1 (60) I II I ,.,. '~ DETAI 1 (6_0 ~ II j DETAIL I" A" 150· I "3 , __ __ _J 62~1mi ~"' . . • t>: > 8 <( ·.z <( <( 01 z UJ I (9 <( > 1'2' otf.fc no~ ~ 'o,i'I i1 i~ re~\o.~elJ. , G 1'lff> 11iC101rt\1:1 ~ (9 <( > I, ✓ II (C3)RED(L=30') ® ~ ,1. 1± , , ~ rd " I . --I ... I 1·•-·•11 I -.-· I 11·1 I I --_ .• I 11· ·_11 I . I : I .I : I 11-·11 I . I I I ·. -11 I _·. I 11-•·-11 I · • I ·-· UJ 0::: ~ :r: <( > "· , RED(L=15') @)---11✓ v RED(L=11 ') (63) II RED(L=13') (63) II✓ RED(L=20') (63') II i/ ✓ ~ :r: I- <( > I (63) RED(L=7') - 1,. :/1 I I 11---11 I -I I,_ ·11 I . I I· . 11 •· I I· I 11-11 I I 11·-_, 1 I I I I I I ., II ·-_\1 I I I <( 0 <( :r: I- <( Cl ~ 1-(/) .. •. RED(L=,z,!.') (63 ✓ 1-- 0::: c3 :::> ...., <( > I I RED(L=B') (631 '~ ✓ 11-. I o : 1· z 01 0::: 0 I, ~ <( > If, 65. I/' I 11·. I I .r--- I I , I -1 I I • I I , I I I :J I --- CONSTRUCTION NOTES CD PROTECT IN PLACE ,,;;;-, PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA ~ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL @) GENERALLY CONFORM TO THE CURRENT CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2006. @ PAINT STOP AND LIMIT LINE PER DETAIL. @) PAINT CURB LJMITS AND COLOR PER PLAN. @ INSTALL FIRE HYDRANT MARKER PER CITY STD-902-L. STRIPING GENERAL NOTES: 1. SEE STREET IMPROVEMENT PLANS FOR EXISTING UTILl1Y LOCATIONS. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 11.' WHITE UNLESS NOTED OTHERWISE. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER Cl1Y STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE Cl1Y OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 10. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. I ✓ ,'\T (@RED(L=27') I' I ½ ·· --· II'- ·, K -(.1: A • 65: / imi--w<62 _Jr~.. -.~ I 1\J) -=:--:-:' .• ---i9 -'17 RED~(63) ---rt I 12" WHITE RETURN rt 12" WHITE ( ' ' ) ~ Sis rK:f : LJ :' LJi ' < u >1<2 -..• ·-.. __ • . . -~~ PIAZZA LIDO , .. ;1-e;- -i-'- • .I-;- '-~ :·I ly rl . y ®( i ) i( I • -, -----r~-"" . • , • -' • , -< . _, . . ' -' imi ,_,. I'- *I." - SEE SHEET NO. 30 ~r i:;:r __ -\'Df ~ b:' ' - I\. I ~) I : I ~ _:-,,, A': ·c:· 'i\i;;:---~-~ -· ====-'F,v~ 1 (@RED(L=15') ·-'· •. '\ y;~======-----.. • 'n I •. \ \\ : I ' -I _, I I \\ \~ ,1\1 I ~-.• , .. I IF~~~--- \\\ PIAZZA L\00 I \I I \ . \ I : I ~\ I . I \ I ,--\ ,\ I I I --TEc. ,--;, ~. ~ ~i\ij ,\ I -~ I ·\ I ~: __ \ • I :,\\ I \ • . t \ _, I ~-\i \ \ I ' I \1 '\\ I '\ \ )\ a) GUTTER j~~ TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET NOT TO SCALE CURB SEE SHEET NO. 30 -<:\~?/ALDEN& V\..cNJsoCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE 8, IRVINE, CA 92614 (9 ) 66 -0110 FAX: 660-0418 ,,/4.J>;/o • P~0496 ' DAfE APPROVAL RECOMMENDED: 1---+----+------------------+----1 PATRICK ARCINIEG.(,_JCE 70740 SENIOR CIVIL ENGINEER DESIGNED: I DRAWN: S.K,LM.F.P. M.F.P. NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: I DA TE: S.K./D.8. 03/24/10 RETURN a) GUTTER ~l~~ CURB TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET NOT TO SCALE ~ 40 20 0 40 a SCALE IN FEET 1 inch =40 ft. C-4385 LIDO ISLE STREET REHABILITATION LIDO ISLE VIA FIRENZE TO VIA KORON (E) STRIPING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT APR O 2 2010 R-5981-S SHEET 29 OF 30 I I ·L 65) I-.. ·_.·:. . . .. SEE SHEET NO. 29 DETAIL 1 (60) I, 11 j DETAIL:' A"@_g , ___ _J ®71:~l!I ~ :,·•·.··• ~r I·~' ® ~i "JI~. _--::-.•.·.•·.· 1JJ .. SEE SHEET NO. 29 : 11 : RED(L=13') (63) II 11· ·11 I I ... , .. I (63)RED(L=30') 1 I I 1 RED(L=20') (63) II 11 I I 11 •··11 I . I ... ' 1·><:_)\t§J ~ ~,~,,, 1'\Qi~ ·.•·. 'I ;. : X •••••.• < 11 • ··~ ...... · . . I JI ~= _J Uc -~ c.c-,,J T 63)RED{L=25') ' .. • .• ~ ·,·-\.C C , . ) ~ "'5 u<: .• , ... • □ ,' q ' ,LJ t ~ (--""'-... ' ,• ' , ~ ·~--~-~·-:'.G ) t::L~ f r~ ~ 9 3 ,N l •• · \ · · '· ..•. @RED(L=15') ✓ // ·a . r, . .. . (/4J LJ, ·.•. ·., U[ 2\ j l \'{~ (ff - 1:r-- I\ \I 1\ \ I ·T ~1~~ c2)c::'ll w ~m, ru (02 '.~1 r ::--. "' ~ co N • 0 z 1-w w I Cf) w w Cf) ::--. ">ii "' ">ii ,t, ., "' ~ ">ii f- ~ "' ">ii LLI N z LLI 0::: LL. <( > DETAIL 'A" (60) I I II I • '7 ··--M DETAIL 1 (60) I I II J I .'7 •. ;..:I ·y. rl 'j ... .. d ·c ' . -· .. [ .... :c '-.. ... ··c· •, DETAIL 1 (60) ) di I ·t . ' ' ~ PIAZZA LIDO •· · 23' 23' ~ "' .,, - DETAIL 'A" (60) 11 II I ' ,:----:....::--. {L=105') _62 --......,,·.~ ~"Xw f- ~ ~§I ·-,. 1--' . h -.,, fo I· . ... µ I-' H P.· p' h-- •.'I. I"- c- - □ <( 0 z LLI C) <( > -,.· I 162 ~ F ~ .. -..- ~ <( z <( ~ C) <( > '= .,. ~r r j ~ 1;;::::::::::: '11)/,7 A ,? ~ \ I\ ~· \U I ~ ~ -,- ~I "" I \ Iv I . ~-••.. _ I \ I '& I • \ I ·~ I 'I I ~\ I • I . I\ ~ .• .. I .. ·, ~~·. 7'. \~ 11·.· .d'.'..1-· -7' \ 63 RED(L=~ I '-::---=r \~ 1'~ ~ I i II I I I 1 • 'I l I I I', ~- II \ , .. I 'I ·\ \ I \\ I •• \ .d'.'.. '¾ :c. t:: .d'.'.. -7 RED(L=2')(63 RED(L=14')(63 I I I I ,.\ I I I I ,.\ I ••. I d'.. I I '¾ ,·.·\ :c. ··. \-'. • -• .d'.'.. : la_ I I 0::. I I ~,\ ~ 0 "2, .d'.'.. -7 ,:.\ I . I I ·•· I \\ I I I I _..J .~--· \~ -...-. ~;:_ ., •• • ••• ~ ,-~ ---¼(' ~ 00, &ouD ;:>I. '60)RED \ ~_i, -~1 \ .. :7\·-, . ~ .. _...-..· .. •. -• I . . RED(@) t:. \B' I ' ":::----~ --= =- ">ii ">ii ,~ ~ ">ii ">ii ....._ --- ""' ~=-~ -L=240' :c-1, 0 ;,,~\ _.-::;::::::::: =-------=--4 , WHITE 60 ......... • I _ -c... . · . . ----=---== ;:.:. \J\P.. L\OO souo ' \t • It ·· ------~ ....._ -...-1 .... ~~ -= -= ""' -~ = -.,, -- =, ----= --=- "\\-<;\?) ALDEN & V\.."~sOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 _,/(949)660-0110 FAX:660-0418 --✓-1--L..=-./J/2--'--/ ✓ ~---;3/-e>/ lfJ DAVID L. BACON Rf"E 40496 DATE NO. DATE ss: -, I, /\~ ,,}-1"-') RED(L'2:0{63) ... .n - = = - = --~ .'C+ - = I I I ... , I '\ ~ ~\~~p) > •• ~ \I ': I I . ., ~J I . I I . '\ I :\ \ II t ~~I I ;\ I I & .\ I I 5 \\ ct \ ~ I' ~I ;,v ···\ - = =- - - \ . 1. I •• .. ~·-•. I • ' I . ~' -;:?' i . .:.#' - = = •. I I. I '\ ~I - I I DESCRIPTION OF REVISIONS I \ I ~I - -- - \~ I I \ APPROVED ct I ix, CONSTRUCTION NOTES CD PROTECT IN PLACE ,,;;:... PAINT STRIPING; STRIPING SHALL GENERALLY CONFORM TO THE CURRENT CALIFORNIA lic:!J MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES {MUTCD) 2006. PAINT STRIPING LEGEND AND ARROWS; STRIPING LEGEND AND ARROWS SHALL @ GENERALLY CONFORM TO THE CURRENT CALFORNlo\ MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES {MUTCD) 2006. @ PAINT STOP AND LIMIT LINE PER DETAIL @) PAINT CURB LIMITS AND COLOR PER PLAN. @ INSTALL FIRE HYDRANT MARKER PER CITY ST0-902-L STRIPING GENERAL NOTES: 1. SEE STREIT IMPROVEMENT PLANS FOR EXISTING UTILflY LOCATIONS. 2. CONTRACTOR SHALL PREPARE AND PROVIDE DOCUMENTATION LISTING LOCATION, LENGTH, COLOR, MARKING, AND STENCILING OF EXISTING CURB MARKINGS BEFORE REMOVAL OF CURB AND GUTTER. 3. ALL STRIPING DITAILS, MARKINGS, MARKERS, ITC. SHALL BE PER STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, MAY 2006 EDITION. 4. ALL TEMPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSION OR EQUIVALENT WITH GLASS REFLECTIVE FACES. 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. NO NEW SIGNAGE IS TO BE INSTALLED UNLESS NOTED OTHERWISE. 10. REMOVE ALL CONFLICTING STRIPING BY SANBLASTING. REMOVE ALL EXISTING RPM'S. 4' TYP . DIRECTION OF TRAVEL 4' WHITE TYPE A WHITE NON-REFLECTIVE (4' c-c) TYPE G ONE-WAY CLEAR REFLECTIVE • -UNLESS OTHERWISE NOTED DETAIL "A" NOT TO SCALE t,#-12" WHITE ct 12" WHITE RITURN GUTTER "" RITURN GUTTER Jli~~ CURB ~~~~ CURB TYPICAL STOP AND LIMIT LINE MARKING FOR 2-WAY STREET NOT TO SCALE APPROVAL RECOMMENDED: DESIGNED: I DRAWN: S.K,LM.F.P. M.F.P. CHECKED: I DA TE: S.K./D.B. 03/24/10 ~ 40 20 a TYPICAL STOP AND LIMIT LINE MARKING FOR 1-WAY STREET NOT TO SCALE 0 40 t SCALE IN FEIT 1 inch = 40 ft. LIDO ISLE STREET REHABILITATION C-4385 LIDO ISLE VIA FIRENZE TO VIA KORON (W) STRIPING PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Al'R o 2 2010 R-5981-S SHEET 30 OF 30