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Home My WebLink AboutR_6070_S. . CITY OF COSTA MES A PROJECT LOCATION CITY OF NEWPORT BEACH OCEAN BLVD. AND POPPY AVE. STREET IMPROVEMENTS C-6189 VICINITY MAP LEGEND • TELEPHONE MANHOLE SEWER CLEA NOUT SEWER· MANHOLE FIRE: HYDR ANT WATER METER ELE CTRICAL PULL BOX TRAFFIC SIGNAL TR AFFIC SIGNAL PULL BOX CATCH BASIN MANHOLE WATER VALVE SURVEY MONUMENT SIGN / •• EXISTING TREE CABLE TV PULL BOX --• --CE NTERLINE - - - -CROWN LINE --····-EXISTING CURB --S--EX SEWER LINE --Ir-EX WATER LINE --G--EX GAS LINE ' --T-EX TELEPHONE LINE -/l,f -EX SEWER FORCE MAIN ---G--PROPOSED GAS MAIN ·· x ··• ·, --Y:·-EX/STING FENCE -• --PROPERTY LINE PCC CURB TIMBER RETAINI NG CURB & GUARD CABLE FENCE l~ilt-¼;;',/NI AC PAVEMENT 1 • •. -' • .. '. • '-I PCC'PAVEMENT 1---'. . • . -'·I PCC SIDEWALK • .:.. ___ '7"",;•r -TREE WELL k.:' _'.:.! ~ TRUNCATED DOME \[J CURB RAMP -=-~-DR IVEWAY \J _-V c=J 135001 HOUSE NUMBER NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE .ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE BC BEGIN CURVE BCR BEGIN CURVE RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK CA TV CABLE Tl/ Cl CAST IRON it CENTERLINE CNB CITY OF NEWPOR T BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURVE RETLRN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED ENO FL FLOW LINE FM FORCE MAIN G GAS GV GA TE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEF T MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATLRAL GROU~ID N NORlli NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BO X RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGH T SCH SCHEDULE S SEWER SCO SEWER CLEANOUT SMH SEWER MANHOLE SH T SHEET SW SIDEWALK S SOU TH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE TYP TYPICAL W WEST/WATER W/ WITH BAS IS OF COORDINATES: EMERGENCY TELEPHONE NUMBERS SOUTI-IERN CALIFORNIA GAS COMPANY SOUTI-IERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPANY DAY (8001 624-8153 (8001 61 1-1911 (8001 332-1321 CITY OF NE\\l'ORT BEACH UllUllES DIVISION ( 9491 644-3011 ORANGE COUNTY SANITATION DISTRICT TIME WARNER CABLE NIGHT ( 949 I 644-371 7 (7141 962-241 1 (7141 542-6222 COORDIN ATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE V!, 1983 NAO , (2007 .00 EPOCH). BASIS OF BEARINGS: ,eeeo~ 421) [\. WfJ DAVID A. WEBB, P.E. . RCE 47961 PUBLICWORKS DIRECTOR APPRO VED ' 'lJ/d~-~. - MARK~IC, P.E. RCE 61527 DEPU1Y PWD I CITY ENGINEER ,.,,,, ,p" ., .. \ ' • ffr \ - ' DATE //-3-261 b DATE /f 3-2tJI& W'L- INDEX MAP NO T TO SCALE APPROVAL RECOMMENDED: 1--+-1---+--~~~---< 1 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICA T!ONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS TO DA TE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTI NG UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIF YING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PR[OR TO BEGINt-!ING CONS TRUCTION. 3. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM [N GRADE, COLOR, DIMENSION, AND FINISH TO AOJO!NlNG IMPROVEMENTS. 4. P .C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e . .g. WATER VAULTS, WATER VALVES, SCO, SURVEY . MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7, AN Y DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLEO TO THE ATTENTION OF THE ENGINEER.ENGINEER SHALL MAKE CHANGES TO DRAWINGS TO REFLECT AS CONSTRUCTED CONDITION. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION AND LIABILITY ON ENGINEER OF RECORD. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICA T!ONS, OR VICE-VERSA, AND ANYWORK REQUEST BY CNB PUBLIC WORKS INSPECTOR SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE, _J ~ ~ 0 <Y. >--------C-O_N_S_TR_U_C_T_I_O_N_N_O_T_E_S ______ __, Ll_ CD PROTECT IN PLACE. @ REMOVE EXISTING PCC PAVEMENT (6"-7" THICK) AND CONSTRUC T 7" THICK POLYPROPYLENE FrBER REINFORCED PCC PAVEMENT ON EXlSTING NATIVE COMPACTED SANO PER CNS STD-109-L AND MODlflED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. @ REMOVE EXISTING CURB (HEIGHT = B'l AND RECONSTRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HE[GHT = 6"UNLESS OTHERWISE SHOWN. G) TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 1 SHEET 2. @ REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. @ REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNS STD-511-L. G) REMOVE EXISTING AND CONSTRUC T NEW MODIFIED ALLEY APPROACH TYPE 'A ' PER CNB STD-142-L AS SHOWN ON DETAIL SHEET 10. @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER CNB STD-162-L. MATCH EX. DRIVEWAY. @ CONSTRUCT TIMBER RETAINING CURB AND GUARD CABLE FENCE AS SHOWN ON DET All SHEET 2. @) REMOVE EX!Si[NG AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-18 1-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. @ ADJUST MANHOLE TO GR ADE PER CNB STD-111-L. @ REMOVE EXiSTING CURB & GUTTER (HEIGH T = 8'? AND RECONSTRUCT TYPE 'A' FCC CURB PER. CNS STD-182-L. CURB HEIGHT = 6"UNLESS OTHERWJSE SHOWN. @ REMOVE EXISTING SIGN AND RE-INSTALL NEW SIGN AND BREAK AWAY POST . SIGN TO MATCH EXISTING. @ INSTALL BLUE REFLECTIVE PAVEMENT MARKERS AT FIRE HYDRANTS PER CNB STD-902-L. @ REMOVE EXiSTING AC PAVEMENT AND REPLACE WITH 4" AC OVER 7.5"CMB. @ EX. GAS MA[N TO BE RELOCATED BY $CG PRJOR TO CONSTRUCTION. @ REMOVE TO NEAREST JOINT AND MATCH EXISTING PAVEM5NT . @ REMOVE EXISTING AC PAVEMENT AND BASE (7"THICK) AND, CONSTRUCT 7"THJCK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATI VE COMPACTED SAND PER CNB STD-109-L ANO MODIF i~D AS INDiCATED ON THE TYPICAL SECTIONS ON SHEET 2. @ REPLACE EXI STING TRAFFIC LOOPS AS SHOWN PER CAL TRANS STD PLAN ES-5A, ES-5B (TYPE E, MODlFIEO TYPE El, LOOPS SHALL BE INSTALLED AFTER PAVING AND AT EXACT LOCATION APPROVED BY ENGINEER . @ REMOVE EXISTING TREE. @ EXISTING SIGN ~ SEE SIGNING AND STRIPING PLAN SHEET 11. (@ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-101, THICKNESS TO MATCH THE NEW PCC PAVEMENT. @ REMOVE EXiSTING AND INSTALL 3"P,V.C (SCH, 40l UNDERDRAIN PIPE PER CNB ST0-184-L. ~ TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 2 SHEET 2. @ TREE WELL 48" X 48" WITH 24" OPENING TREE GRATE PER LANDSCAPE PLANS. @ SAWCU1 LINE @ 2" AC OVERLAY OVER THE EXISTING AC PAVEMEN T, COLDMILL 2"TO MATCH , EXIS,TING IMPROVEMENTS AT PACIFIC COAST HIGHWAY. SHEET INDEX 1 TITLE SHEET 2 TYPJCAL SECTIONS AND DETAILS 3 PLAN & PROFILE OCEAN BOULEVARD -STA 39+01.03 TO STA 43+00.00 4 PLAN & PROFILE OCEAN BOULEVARD -STA 43+00.00 TO STA 48+20.00 5 PLAN & PROFILE OCEAN BOULEVARD -STA 48+20.00 TO STA 53+48.90 6 PLAN & PROFILE POPPY AVENUE -STA 10+00.00 TO STA. 14+50.00 7 PLAN & PROFILE POPPY AVENUE -STA 14+50.00 TO STA . 19+50.00 8 PL AN & PROFILE POPPY AVENUE • STA 19+50.00 TO STA. 23+55.00 9 RAMPS MARIGOLD A VE, NARCISSUS AVE, ORCHJD A VE AND POINSETTIA A VE / OCEAN BL VD 10 RAMPS OCEAN BL VD, HAZEL DR, SEA VIEW AVE AND ALLEY / POPPY AVE 11 SIGNING & STRIPING OCEAN BL VO I POPPY AVE 12-14 IRRIGATION PLAN -POPPY AVENUE 15-17 PLANTING PLAN -POPP Y AVENUE 18 LANDSCAPE DET Al LS APPROVAL RECOMMENDED: TITLE SHEET OCEAN BLVD AND POPPY AVE STREET IMPROVEMENTS C-6189 POPPY AVE FROM OCEAN BLVD TO EAST COAST HWY 1-----=0--=Cc=Ec.cAc.cN--=Bc.=L:..c.V-=-D-'-F.:..Rc.=Oc:.cM.c..cPc...O:ccPc.cP_Y'-A:...-:V.c..cE=..:..TO-=-ocMcc.Acc.R.:..:cG:.c:U:,=E:c.R"--IT'-'EccA:..c.V::..cE=-----1 Q CITY OF NEWPORT BEACH R-6070-S C 0, u (f) C 0 + 0 <D (/) + <D <D L + (/) I N 0 I 0. E + (/) + I 0. (X) ·- -L N 0 r--"' -D / . + LI'.) <D 0 <D 0 LN + (/) (f) IU R/W I 10' VARIES I 15' -20') 1 EX. ± 6" TYPE B CURB VARIES CL 20' VARIES gr:Jf :ii~~~~ sf~If ~;~tf ~t~c~lf s;~:r~_triIT~6I~~r ALS SAWCUT AS NEEDED FL PER PLAN FS PER PLAN ±21/. EX. & PROPOSED FINISH SURFACE SAWCUT AS NEEDED FL PER PLAN 1 EX. ± 8" TYPE B CURB R/W R/W MATCH EXISTING BACK OF SIDEWALK IRRIGATION SLEEVE WITH END_/ CAPS PER LANDSCAPE PLANS (POPPY AVE) CONSTRUCTION NOTES 8' 4' SDWK 8' 4' SDWK 2.0% ----'' ' ------:,.,.. . . .., EX. 6"-7"PAVEMENT • ~ EX. COMPACTED ':) / > / .. •• \ ' / \ • - NATIVE SAND \_UNDERLYING SUBGRADE SHALL BE COMPACTED TO A 3' 3' VAR MINIMUM 95 PERCENT RELATIVE COMPACTION PER ASTM D 1557. TYPICAL SECTION: OCEAN BLVD NOT TO SCALE STA 39+00 TO STA 53+48.90 CONTRACTION JOINTS SHALL BE SAWCUT AT INTERVALS OF 10' O.C. IN BOTH TRANSVERSE ADN LONGITUDINAL DIRECTIONS. SAWCUTS SHALL BE 2" DEEP. 40' 18' CL 6' 9' CROWN LINE ' 9' TYPICAL SECTION: POPPY AVE NOT TO SCALE STA 12+26.73 TO STA 22+19.00 40' 18' CL 6' 9' CROWN LINE ' 9' 3 ± B"CURB j8"CURB SAWCUT AS NEEDED I SAWCUT 1As NEEDE~ ____,...--~ I ---;--~ . . ~ - ~,,: '"~'" • \~.,~ e,~rn~~~. (HEIGHT -±5? TO REMAIN TYPICAL SECTION: POPPY AVE NOT TO SCALE STA 10+00 TO ST A 12+45.50 R/W 8' 3' 4' SDWK VAR 2.01/. 3' 8' • MATCH EXISTING BACK OF SIDEWALK ~ IRRIGATION SLEEVE WITH END CAPS PER LANDSCAPE PLANS (POPPY AVE) R/W 4' SDWK VAR 2,01/. MATCH EXISTING BACK OF SIDEWALK ~IRRIGATION SLEEVE WITH END REMOVE EX. CURB !HEIGHT a ± 8'l CAPS PER LANDSCAPE PLANS (POPPY AVE) RECORD DRAWINGS --- ++ <D (/) <D 0. .C L 'g 8 (D PROTECT IN PLACE. "-~ (?) REMOVE EXISTING PCC PAVEMENT (6"-7"THICK) AND CONSTRUCT 7"THICK ,,, ;? POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. ·; t COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON ·-w THE TYPICAL SECTIONS ON SHEET 2. u (L R/W -- 16' -0" DRIVE FIT lj4"-1x7 PREFORMED G.I. CAP ---.-+i---""--cH--¥1GA~L~V A~Nla!IZ~E*D """..,_----71+c--, 1 1/2" GALVANIZED LINE POST PAINTED TO MATCH EXISTING AIRCRAFT STRAND PAINTED TO MAT H -+-++~---+------"XISTING'?-"""------t+---1 ' 3/8"STEEL TRUSS ROD WITH TIGHTENER PAINTED TO MATCH EXISTING z -::,. N ' 1 ½"GALVANIZED LINE POST PAINTED TO MATCH EXISTING POST FOOTING ITYP) GALVANIZED LINE POST PAINTED TO MATCH EXISTING TIMBER RETAINING CURB EX.GROUND ATTnm.+t-t>i!PC7-+8,, (EX. SIDEWALK P--~.,.-g~~8" = 71 • , REBAR .---+Ii---,_ 2" GALVANIZED END/CORNER POST PAINTED TO MATCH EXISTING (TYP) NQJES· END/CORNER POST FOOTING ITYP) 41-011 ' ' END/CORNER POST 1 1/4" GALVANIZED PIPE DIAGONAL BRACE PAINTED TO MATCH EXISTING 2" GALVANIZED LINE POST PAINTED TO MATCH EXISTING 1. ALL METAL PARTS OF FENCE SHALL BE GALVANIZED NEW MATERIALS, ALL POSTS SHALL BE FITTED WITH DRIVE-FIT CUPS AND ALL POSTS SHALL BE PAINTED TO MATCH EXISTING. 2. THE FENCING SHALL BE INSTALLED IN SUCH A MANNER THAT THERE ARE NO OPENINGS OR GAPS WHICH IN THE OPINION OF THE CITY COULD BE HAZARDOUS. 3. CABLES SHALL BE STRETCHED AND FASTENED WIITH 2 CABLES CLAMPS AT EACH ANCHOR POST AT 160 FEET ON CENTER.NUTS SHALL BE WELDED TO CLAMPS OR COVERED WITH AN EPOXY PUTTY (J.B. WELD OR EQUAL) TO PREVENT REMOVAL. 4. ANCHOR POSTS SHALL BE GUYED WITH ¾"STEEL TRUSS RODS AS SHOWN. 5. PIPE FOR FENCE SHALL CONFORM TO ASTM A-120. GALVANIZING SHALL COMPLY WITH ASTM A-123. 6. WHEN CABLE FENCE IS FOUNDED IN SOIL, USE THE END/CORNER POST FOUNDATION DETAIL FOR LAST TWO POSTS. TIMBER RETAINING CURB AND GUARD CABLE FENCE DETAILS EX. BRICK 1 WALL R/W 8' 7' SDWK 5 2.0% 18' 9' CROWN LINE ' 12 6"CURB 2' ~ 6 NOT TO SCALE 40' CL 6' 9' I 6"CURB 12 ±2"AC 2' ~ 8' 7' SDWK 5 2.01/. R/W 1 EX. BRICK WALL MATCH EXISTING BACK OF SIDEWALK MATCH EXISTING BACK OF SIDEWALK IRRIGATION SLEEVE WITH END-"----- CAPS PER LANDSCAPE PLANS TREE WELL TO REMAIN REMOVE EX.CURB & GUTTER 4.0' TREE WELL IRRIGATION SLEEVE WITH END CAPS PER LANDSCAPE PLANS (POPPY AVE) (POPPY AVE) TREE WELL PROPOSED FACE OF CURB V) "' w ...J ·-..,:· er <( .. ~ ·> w 0 -V)' I r-----ic.--+-"C__L I I (HEIGHT O ±B") REMOVE EX. CURB & GUTTER (HEIGHT • ± 8") TYPICAL SECTION: POPPY AVE NOT TO SCALE ST A 22+ 19.00 TO ST A 23+55.37 PROPOSED FACE OF CURB "' ...J . . <C. -~ .. w 0 -V). 2 :-----TREE WELL PER LANDSCAPE PLANS (42" X 48" WHERE APPLICABLE) 2 I I ' ' . I .. • - -~I I . 4' 4' 4' • I RETAINING WALL (PROTECT IN PLACE) I . 4' I 4' 4' . I RIGHT-OF-WAY OR EX. OBSTRUCTION DETAIL 1 DETAIL 2 TYPICAL SIDEWALK AT 30" X 48" TREE WELL LOCATIONS TYPICAL SIDEWALK AT TREE WELL LOCATIONS NOT TO SCALE NOT TO SCALE C-6189 ~ ~ @ REMOVE EXISTING CURB (HEIGHT = 8'? AND RECONSTRUCT TYPE 'B' PCC g g CURB PER CNB STD-182-L. CURB HEIGHT a G"UNLESS OTHERWISE SHOWN. PREPARED BY: REVIEWED: 2 5-10-17 FIELD CHANGE BY CNB APPROVAL RECOMMENDED: TYPICAL SECTIONS AND DETAILS m+<D '°+<D ~ @ REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. BARRY J. COWAN OCEAN BLVD AND POPPY AVE 2 SOUTH POINTE DRIVE -SUITE 27 ~ 6 6 .;::_ ® REMOVE EXISTING CURB & GUTTER (HEIGHT = 8'? AND RECONSTRUCT TYPE 'A' LAKE FOREST, CA 92630 BARRY J. COWAN"" PROJECT ENGINEER'S NAME PATRICK ARCINIEGA STREET IMPROVEMENTS ~ ~-A PCC CURB PER CNB STD-182-L. CURB HEIGHT = G"UNLESS OTHERWISE SHOWN. 949 _588_0707 =~~== ~ R.C.E. 46568 :::i1 :::i1 '.': 'E9 REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), ENGINEERING COMPANY (FAX)949,588.0709 JN 17218 No. 46568 "' DATE: SE~igRE ;Noci~~ER POPPY AVE FROM OCEAN BLVD TO EAST COAST HWY 1- w en ,J ,J 0N THICKNESS TO MATCH THE NEW PCC PAVEMENT. ,.. ------OCEAN BLVD FROM POPPY AVE TO MARGUERITE AVE ~ ~ I,?, 0• s-30-11 c ~ ~ ~ ~ SAWCUT LINE. CIVIL ~... DESIGNED: PM DRAWN: PM DATE: 11-02-2016 CITY OF NEWPORT BEACH R-6070-S - :;; :;; ~ 'E..!I 2" AC OVERLAY OVER THE EXISTING AC PAVEMENT. COLDMILL 2"TO MATCH OF C~'C'~<;,"f-CHECKED: DATE: In 0 .... sr EXISTING IMPROVEMENTS AT PACIFIC COAST HIGHWAY. BARRY J. COWAN, R.C.E. No. 46568 DATE JH 11 01 16 PUBLIC WORKS DEPARTMENT SHEET 2 OF 1 8 o-~-------------------------------------------------~------------------------~----~-~~~-~-~--~---------------~----------------------------~------~ C Q) D . (]) 4- 0 L (]_ "" C 0 (]_ I "' 0 I o_ E + U1 + I o_ (X) ·- -L N 0 r----"' -D / . + LI'.) (]) 0 (]) 0 LN + U1 <I) ID ++ (]) U1 (]) o_ _c L U1 0 CU 0 -z (]_ 0:: /Q -/ ·-+ > (]) ·-(f) u (L // _c _c 0 0 0 0 (]) (]) m a:, LD + +"' L L •• 0 o-o_ o_- 3' 3' (]) (]) (X) zz- I I ~/I ~ ----./ / :,_...-- MARGUERITE AVE • • • I I I /, I I I I I I/ _L---,.---L--__,__ 39+00 B300I 40+00 41+00 RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 133081 133121 133201 R/W -,._ Lt") R/W 133281 CURB RAMP 10 A1 u ID ..,- a:> LO N + -..,- CENTERLJNE DATA PREPARED BY: NO. DELTA OR BRG. RADIUS LENGTH REMARKS CD N61' 22' 15"W 318. 72' CD 11=11' 56' 04" 300.00' 62.49' RICK ENGINEERING COMPANY 2 SOUTH POINTE DRIVE -SUITE 27 ~ LAKE FOREST, CA 92630 BARRY J. COWAN ~ 949.588.0707 =~~~= e (FAX)949.588.0709 JN 17218 No. 46568 N49' 26' 11 "W 218.67' ,._ 42+00 MARIGOLD AVE I I I II,__....---,/ I I ------ II W > □...: > REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 DATE: ------- I I I / 1 I I I I I I u w ,...., ,...., <Xl <Xl + -..,- I I I340a " CURB RAMP --- cri cri 2 20 10 0 20 40 60 p. 6-30-17 ;:::j ;:::j ~ CIVIL ... ~ PM ~~~ ~ CD ® N40"33'58"W 144.56' DESIGNED: DRAWN: PM 134081 ' ' ' 0 - ' ' 0 • ' ' ' ' ' G --- TIMBER RETAINING CURB & GUARD CABLE FENCE A1 --------------- 43+00 134121 APPROVAL RECOMMENDED: PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER DATE: 11-02-2016 ····-····-···. ····-····-···. , _____ _ ..... ······-····-··· . ..... ······-····-··· . ..... ······-····-···. ·····.:······:····:··· • ..... ······-····-··· . ..... ······-····-···. ······-····-···. ······-····-··· . ..... ······-····-···. ,-: : ..... ······-····-···. ' : : PROFILE SCALE: HORIZ: 111=20 1 VERT: 1"=41 CONSTRUCTION NOTES G) PROTECT IN PLACE. ® ® ® REMOVE EXISTING PCC PAVEMENT (6"-7" THICK) AND CONSTRUCT 7" THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. CONSTRUCT TIMBER RETAINING CURB AND GUARD CABLE FENCE AS SHOWN ON DETAIL SHEET 2. (ill) REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. @ SAWCUT LINE. C-6189 PLAN & PROFILE OCEAN BOULEVARD STA 39+01.33 TO STA 43+00.00 CITY OF NEWPORT BEACH R-6070-S :;; :;; ~ GRAPHIC SCALE 1"= 20' OF C~~~ CHECKED: DATE: oo~L------------------------------------------------------~~B~AR~R~Y~J~-~C~O~W~A~N~,_R_.C~-~E_._N~o_._4~6~5_6~8 __ ~D_A~TE~---------~---~J~H~--1~1~0~1~16~-~-~--~-----------------~---------~---------------------~-------~ PUBLIC WORKS DEPARTMENT SHEET 3 OF 1 8 I- w en C -m \(:(::::t::::: - - l=-t-=-t-==t==l==-t-------t------t=r-=-t-=--t-==t-------t=------t-=-t-=---t-=---11==1==-t-==t=----t==t==-t--=t=--l=t--=-t=---t=-=l==t==-t-=--t-------t=t==-t-=-t-==t==l=-----t------t------t=r-=-t-=-t-==t==!==-1=------t-=---t=---11==t-=-t-t l---t=----!;----=-t-=--i---~-··• : c: '._d _: "~: I) :cf . + • .!' : ' • : ~ : 1....:.;......J....;..........t.;............Jl...:.;........j;....;........J...;.......;.._.j.;.......;......-b-.;......4'.;.........J.;.......;......j;......;.......J....;......:..J._ .;............Jb.;........j;....;......-4-.......!~l~.;.......;.......j.; .......... f ... .;.......J...:.;..........j .1.:.;......J..,..;........J..;.......;.._.j.;...... ...... *,---.... ......Jb.;........j;....;......-4-.;.......;.._.j.;.......;.......j.; ........... f--... .;......$...;........J..;.......;.._.j.;.......;.......j.;.;......4'.;.........J.;.......;......j;......;.......J....;..........J;.;.......;......b.;......J.... .......... f ... .;.......J....;......3.;.......;......b.;......J.....;..........J; ........... q b.;......'"""*.;.......;......b.;......$..lb :..t •i~~~t ij:t ••~;~:i~~~•~~~ 1.~~iJ•-··"•---,~,•··•-··--~•~~sl~i~J~lrn~~il• ;; -o -••••••••••:! - -c, nK -n,,n -~,---. -nh >< ----·--··--•---·--• !es_ •• _ =--t==±--=-t-=""""'.' 'l'"E+'""'ii~~~t;;;i";;;;;;c'F"""'i U;-;:-----t-------t-=' ·l==-i-----------t-=-t-=--t==t--=-i--=--t==!--=-t--=--t-=-=!r-=1==--t-------t-=--t-=-=!!---=1==--t-=--t---=t==-t-=--±=---t-t'f---tt. i;.u.rrs1ce_,, •• -"'-" -HL=•-,.,. -•-=••--mo _ •• n,, ... _,,.,o __ ""'1·-t--=--t-==1r----1==--!t-__ •• -•••• ---.: f ~···· ........ t ••·· ·-••E""•··~ ·--·---· +··--• -s-· -----'1-aii1 : ----:----:-, -:------:-----:----:----:----:-, -:----- ····:···········Tm···· C Q) D . (]) 4--0 L (]_ "" C 0 (]_ I v 0 I o_ E + U1 + I o_ 00 ·- -L N 0 43+00 ---- = --------= ----~;.,..-----_..,. •. .. ,r - : ----1 ,··:l ··- ·······'···············'····· 44+00 NARCISSUS AVE \ \ \ CURB RAMP = ----------------. ' ••• S7 • . ' • I' · E· . "GA .\> ' <> V t,. . • ..,. Cl , . , . , \) "' • ., ... .; . 2 e \) .e. l> V t, • <I \) •V. • u a:, 45+00 135001 10+28.81~15.0' RT BCR ---- 135121 ---------- 46+00 135161 R/W g':i --------,. -------- "' 47+00 135281 10+41.33~15.0' LT ECR CURB RAMP 10 r----"' -D / . \) "' . sJ' . t . ~ 0 0 r--0 + .,. G-------------- + LI'.) (]) 0 (]) 0 LN + U1 <I) ID ++ (]) U1 (]) o_ _c L U1 0 CU 0 -z (]_ 0:: /Q -/ ·-+ > (]) ·-(f) u (]_ // _c _c 0 0 . .; . . / TIMBER RETAINING CURB & GUARD CABLE FENCE CENTERUNE NO. DELTA OR BRG. RADIUS R/W DATA LENGTH REMARKS al al PREPARED BY: CD N49" 26' 11 "W 218. 67' m a:, LD R/W t t ".'.-2 SOUTH POINTE DRIVE -SUITE 27 ~ 8=20" 34' 36" 300.00' 107. 74' RICK g_ g_:;::: LAKE FOREST, CA 92630 BARRY J. COWAN ~ 3' 3' 949.588.0707 =~~== \::; :J!1 :J!1 '.': ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No. 46568 '° I 10 co oo N 20 10 0 20 40 60 p. 6·30-17 >!---- N28" 51 '35" W 246.90' ,',=09" 56' 08" 250.00' 43. 35' N38"47'43"W 246.92' REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 DATE: ---------' ~ ~ S CIVIL "'~-.. PM PM - -S40" 36' 39" W 145.85' DESIGNED: DRAWN: u a:, .,. "' . -"' G + r--.,. _, ,2..........4-......~Jj.......;..b-....,, ····:·;,-- - .................... ... :.:.: ....... : ... . ...... ............ .. ... :.f:··=·····* ,-----,,, :L ' 0 > _J a:, z <( w u 0 _J CJ N v ..- + r--..- 48+00 [3600 10+24.98~15.0' R BCR 10 CURB RAMP w > <( 0 -:,: CJ a:: 0 _J u u w 0 "' "' 0 . v 0 0 + + 00 0 .,. -II 136011 APPROVAL RECOMMENDED: PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER DATE: 11-02-2016 .............. .............. ·-··--"-··--..................... ..... ............... . ..... ............... . ·····.:······:····:··· • ..... ............... . ..... ............... . ................ ................ ..... ·: ...... : .... : ... . ..... ............... . ,-: : ..................... ' : : PROFILE SCALE: HORIZ: 111=20 1 VERT: 1"=41 CONSTRUCTION NOTES G) PROTECT IN PLACE. ® ® ® REMOVE EXISTING PCC PAVEMENT (6"-7"THICK) AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. CONSTRUCT TIMBER RETAINING CURB AND GUARD CABLE FENCE AS SHOWN ON DETAIL SHEET 2. @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. @ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10l, THICKNESS TO MATCH THE NEW PCC PAVEMENT. @ SAWCUT LINE. C-6189 PLAN & PROFILE OCEAN BOULEVARD STA 43+00.00 TO STA 48+20.00 CITY OF NEWPORT BEACH R-6070-S :;; :;; '7 GRAPHIC SCALE 1"= 20' OF c~~~l:l" CHECKED: DATE: 00 ~~--------------------------~~=~======~===~====~======~-~~B~AR~R_Y~J_.~C~O_W_A~N~,_R_.C~-~E_._N~o_._4~6~5_6~8 __ ~D_A~TE~---------~---~J~H~--1~1~0~1~16~-~-~--~-----------------~---------~---------------------~-------J S40" 31 '06" W 241. 58' PUBLIC WORKS DEPARTMENT SHEET 4 OF 18 I- w en C -m l""""""+;;;;;;;;;;"i""';;;;;;;;;;F""+;;;;;;;;;;+;;;;;;;;;;F~;;;;;;;;;;"+';;;;;;;;;;+"""""'f;;;;;;;;;;"'+';;;;;;;;;;+"'~;;;;;;;;;;cc+';;;;;;;;;;+""""7F""~;;;;;;;;;;+;;;;;;;;;;p;;;;;""+;;;;;;;;;;'+"';;;;;;;;;;F""+;;;;;;;;;;"+";;;;;;;;;;FSl±r""'""F;;;;;;;;;;F~;;;;;;;;;;~:'l'::rr"""'f;;;;;;;;;;cc+';;;;;;;;;;r""7;;;;;;;;;;""t';;;;;;;;;;"'F"~F~;;;;;;;;;;"'F";;;;;;;;;;F""+;;;;;;;;;;""F';;;;;;;;;;F""+;;;;;;;;;;"i""';;;;;;;;;;F~;;;;;;;;;;;;;;;p;;;;;;;;;;~~;;;;;lf"+';;;;;;;;;;+""""""i;;;;;;;;;;""f'~I~ ~-======·c :::: =" "-0 :::::· I:::: c;;·.: :;_ fi --·:c ." --• "' ' r · : ==.;_··:: .. :.. 0::::::1:::: .... e_c_4<LD~~~:~:t ::••·· :••••:::;"::::::u ~~:::1•!····=··~··•·'~l ~f110:t •: !JJ""!?.;J,U.tt,'1 f,1.nn otl@JJ~, m,l:le'i'e<:t t>1...... e!i.ob!.e, .. : .. it :of ' ew art..,.Beo.oil .. :.ll> :.110.Lifel>J,QTTl>L .... l""':;;;;;;;"F:;;;;;;;""f:;;;;;;;"""IF":;;;;;;;+":;;;;;;;'+:;;;;;;;~:;;;;;;;:;;;;;;;+"':;;;;;;;::+':;;;;;;;,:;;;;;;;:;;;;;;;F"':"':::~!:"':::l"':::"':::l"'+:;;;;;;;"""F":;;;;;;;+":;;;;;;;"':::E ~'l'l :E=-t--------t------t--=-t-=• :::::::: :/:::: 11:=--t:f;,al l~•···· ••••••••••• ,. f:~~tr=t}n1 ~~t~r~: ?ct . ?:T:1 • : ' ••• • ••••••••••• ?ff 8f1~}~~?:t~~t4: ••••1 :••t r ••:••••r :••======·· ===I • =========• j •••••'!11::i ===-, t••t ••t ~;;;;;;;c~~~-J:ffif':cE I ;i;;;;;;i;;;G;;::·_____ - ■ ,i : =c==---· : _ 1! -::::::;::::::::···::::.~---······· --···:..... ·········-·····-············-·· • •• ---··-----~··--••• 11'ir'~!~in-~ l 1:· C I .. ······:···· -' 49+00 50+00 51+00 52+00 C Q) "O . (]) 4-0 L (]_ "" C 0 (]_ I LI) 0 I 0. E + U1 + I 0. (X) ·- -L N 0 r----"' -"O / ' + LI'.) (]) 0 (]) 0 LN + U1 <I) I "0 ++ © U1 © 0. .C L U1 0 CU 0 -z (]_ 0::: /Q -/ ·-+ > (]) ·-<I) u 0... // .c .c 0 0 [3600 136121 0 .,.. -G 136161 136201 3611 136191 R/W 136281 10+ 36.86~15.0' LT ECR 136251 CENTERLJNE DATA al al PREPARED BY: m co LD [37001 10+27 .29~15.0' R BCR 10 CURB RAMP 136311 t t ".'.-2 SOUTH POINTE DRIVE -SUITE 27 ~ NO. DELTA OR BRG. RADIUS LENGTH REMARKS 137091 g_ g_:;::: LAKE FOREST, CA 92630 BARRY J. COWAN ~ 3' 3' 949.588.0707 =~~== \::; CD N38' 47' 43"W 246.92' :J!1 :J!1 '.': ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No. 46568 '° I 10 CO 00 N 20 10 0 20 40 60 p, 6-30-17 ,._ c..§..) l\=16' 51 '06" 300.00' 88.23' ...._9__) N21'56'37"W 207.54' 137081 R/W REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 DATE: ---------' ~ ~ S CIVIL !I,.~-. PM PM :;; :;; °7 GRAPHIC SCALE 1"= 20' OF c~~~G CHECKED: DATE: CJ§.) S40" 33' 07" W 237.60' DESIGNED: DRAWN: 137121 137131 137161 [37201 137191 53+00 [37281 3725 .o ex, u :r: ..,. u +ot-rr,z< cnw:::e APPROVAL RECOMMENDED: PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER DATE: 11-02-2016 PROFILE SCALE: HORIZ: 111=20 1 VERT: 1"=41 CONSTRUCTION NOTES G) PROTECT IN PLACE. ® ® @) REMOVE EXISTING PCC PAVEMENT (6"-7"THICK) AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. @ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), THICKNESS TO MATCH THE NEW PCC PAVEMENT. @ SAWCUT LINE. "' I C-6189 PLAN & PROFILE OCEAN BOULEVARD STA 48+20.00 TO STA 53+48.90 CITY OF NEWPORT BEACH R-6070-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 1 8 .... sr BARRY J. COWAN, R.C.E. No. 46568 DATE JH 11 01 16 oo-~------------------------------------------------------~---------------------------~----~--~~~-~-~---~----------------~----------~---------------------~------~ I- w en C -m I C Q) D . (]) 4-0 L (l_ "" C 0 (l_ I tQ 0 I o_ E + U1 + I o_ (X) L N 0 r----<I) -D / . + LI'.) (]) 0 (]) 0 L N + U1 <I) I D + + (]) U1 (]) o_ _c L U1 0 C u 0 z (l_ 0::: / 0 / + > (]) (f) u (L / / _c _c 0 0 0 0 (]) (]) m CO LD + +q- L L .. 0 o-o_ o_-3' 3' (]) (]) (X) z z- I ,o co 00 N -' N NZ r----r----::::, -J / / ' q- 0 o- I f ( 20 10 o I I 20 40 10+00 60 ----- GRAPHIC SCALE 1"= 20' 0::: u w :.:: .. 0 0 0 U1 . 0 z 0 -+ (.!) w 0 -co , •... = ........... '' .... . ···-··········· .... . ,, ..................... . :Jl"""=···········jj_····· j,:::::::: .. ·:::::::::: ~;;;~,;,db,;;; .:. ______ L .. ' : ,, - --- -- ··-·····-············-- --- --··-·····-············-·· ··-·····-············-- --.. -..... -............ -.' ··-·····-············-· ····-····-···. ····-····-···. "---··-- ..... ······-····-··· . . .. .. ----------. . .. .. ----------. . .. .. ----------. . ----------------. ..... ······-····-··· . ..... ······-····-···. ······-····-···. ······-····-···. - -n = - - -_:::::::::+:::::::::::: ,----i-----;; ;--,-----, :::::+::::::::::::::: : "cT::?::?E::?±::??JE::?±::?=t:=::=:t:=:?'.r:=::=:t?:=:?t:=::=!r::=:rc:::::c:_.1c:==t==t==::::t==t==:t::::c:::::1.=c:=t:=::=:r::=:=t:=::=:t=:=:=t:=::=:r::=:r,c: __ .::::. __ ?: ... :1 __ ? .... :::: .. :? __ .::::._r::=:::::t:=::=:t=c:c:::::t::::==t:i;73!?:::?Y I ·····,-······:····:···· 11+00 1 I-w _J w I-::::, 8 0 z -4 co <( 0 >-0::: ::,; . .. ::::, w 0 9 co u 0::: .,. N co 0 q-w w w +-. 0 .,. X 0 + w + w 0::: 0::: -N w I-0 0 -I--I- w N + -- 0 Nw Nw ;!:. 0::: -1-R/W 0 w LO w si-w LO w 1-Z en w W>-...-a:: w w-co 0::: ><C 0 Ww 0::: I-0::: I--_J<C eoOI I-. W LO u a:: u + lD 0::: + 03" N 0::: • 0 + I-I-::,; 0 ::,; w N I-LO Cil -w -0 ::::,W -W> + ,.,., 0 ,..! ao::: -ci -o:::--+ 0::: --. mo 0 -LO 0::: I-,.,., ::::, X + u w "' --. "' X LO w -+ 1 0 - CENTERLJNE DATA NO. DELTA OR BRG. RADIUS LENGTH REMAR.KS CID N40' 35' 29" E 664.17' ® S49' 24' 40" E GB.BB' GD N49' 24' 40" W 74.63' 1 w U1 > <( I-w >-_J (L I- (l_ ::::, 0 w oz > -a_ -co<( 0::: 0::: ::,; _J 0D u ::::,w O_j uo::: 0, "w xo w ON o<C WI-.,, + ::c: .,, 0 + -_J --II U r, HAZEL DR PREPARED BY: RICK 12+00 ALLEY i j/ \ hLLEY (t \ -I "' ' \. I-I I-_J 0::: --rn 0 0 [NJ ,-.: r- 4 ,.,., 0 N ,.,., 0 r-0 er, r-. . . ,.,., w w .,, <.O 0 w N 0::: N N 0::: .,, + w + u + 0::: + u + 0::: 0::: N u 0 u N Cil ~ Cil ~ -I--w -w - --- --······-···· ······-····· ..... ······-····-···. - --- - en r-+ 4 N -9 -r-w + w 0::: N -I- 13+00 14+00 RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. ~ . ~ ~ "' 0, ,.,., <.O + 4 4 ,.,., + -,.,., rn 8 -0 0 0 "w q-w 0, w <.O er, ~w + w + w R/W ~~ ,.,., 0::: ,.,., 0::: -I--I- ·T ' ,. ' • 0 0 ,;t-' , ' , " , ' ' ' 14'f'00 - PROFILE SCALE: HORIZ: 111=20 1 VERT: 1"=41 CONSTRUCTION NOTES CD PROTECT IN PLACE. ® REMOVE EXISTING PCC PAVEMENT (6"-7"THICK) AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. @ REMOVE EXISTING CURB (HEIGHT = 8'? AND RECONSTRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HEIGHT = 6" UNLESS OTHERWISE SHOWN. TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 1 SHEET 2. REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. REMOVE EXISTING AND CONSTRUCT NEW ALLEY APPROACH TYPE 'A' PER CNB STD-142-L. REMOVE EXISTING AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER CNB STD-162-L. MATCH EX. DRIVEWAY. REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. 0 7---1 r-w ...-w w L 0 5 :7 LJ:C, ,.,., w LO w + N -r- LO LO + N - 2 SOUTH POINTE DRIVE -SUITE 27 ~ LAKE FOREST, CA 92630 BARRY J. COWAN ~ w . w 0::: "' 0::: er, I-+ I- N - 4 r- LO e201 "' + N - REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 . w w 0::: -+ I-,.,., - 4 r- LO ezzl r-+ ,.,., - 2 5-10-17 FIELD CHANGE BY CNB 1 . w w 0 0::: -0::: 0 ,.,., + I-+ I-_J ...-sr _J --<( r-.. 4 LO 4 ~ -+ rn q-- CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMAR.KS [I] N40" 35' 29"E 225.90' [fil N40" 35' 29 "E 192 • 83 I [1] N40" 35' 29 "E 127.58' GJ N40" 35' 29"E 274.46' C-6189 APPROVAL RECOMMENDED: PLAN & PROFILE PATRICK ARCINIEGA POPPY AVENUE g~s~nro7 ==~==~ ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No. 46568 '° DATE: R.C.E 70740 STA 10+00.00 TO STA 14+50.00 SENIOR ENGINEER p, 6-30-17 ,._ -------- CIVIL ~-.. OF C~~~r;,"f. BARRY J. COWAN, R.C.E. No. 46568 DATE DESIGNED: DRAWN: PM PM CHECKED: DA TE: JH 11 01 16 R-6070-S 11-02-2016 CITY OF NEWPORT BEACH DATE: PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 8 I- w en C -m C Q) D . (]) 4-0 L (]_ "" C 0 (]_ I r-- 0 I 0. E + U1 + I 0. (X) L N 0 r--<I) -D / . + LI'.) a:, 0 a:, 0 L N + U1 <I) I D + + a:, U1 a:, 0. .c L U1 0 C u 0 z (]_ 0::: / 0 / + > a:, (f) u (L / / .c .c 0 0 0 0 a:, a:, m CO LD + +~ L L .. 0 o-0. o.-3' 3' a:, a:, (X) z z-I ,o co 00 N -' N NZ r--r--::::, -J / / ' ~ 0 o- 20 r-- u, U1 + sr - "' U1 + sr - 10 9 N <.!) + sr - rn w w 0::: I- 4 8 ~ 0 15+00 ~ "' IX) + ... 4 -0 9 Ln IX) "' w N w + w + w ... 0::: Ln 0::: -I--I- 20 40 60 ---- - GRAPHIC SCALE 1"= 20' -... 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Ln -4 <.!) 0 ,.., -0 ::::.lw ,,.; "' IX) +w + 0::: N lO 0::: lO u+ _,_ -wO - • ···········•·:••·· :::::::: t ::::: :::::::::::t :::::::: t :::: -··----··----------· - ::: :::::::::::::::j=:::: ..,..---t-----+-----t------t-=,!;!I 5'l=--t-------t= !t-=t=---+-=t=---t-=-:!=---····t-··• •• __ : __ :"!-•. ----1=---i-----1=---i------t==t-=-t==I ~: N "' ,.., + lO - ' I I 0::: u ' co ~ ' •· '.--• - -•-'.--l- 17+00 SEAVIEWAVE 10' ,.., (L -::;; U1 « + 0::: lO -a:, 0::: ::::, u _J u -ST ~Bh Il l I ~,,.;,-I ~ 0::: lO ' 5 , I I r :;i _Qp, -15' 5 CATE 1S REET sr 0 SIGN I ,21 R1-1 IIW w> >"" «;;c >-~ r--"-> Ln "-« Ln ow + "-(/') lO -_J_J uu r--o ""; 0 sr • <00 +O <.!) + -o - IX) N 0::: + 0 u -a:, r--. Ln O'> + lO - tfil)] r--0 ,,.; IX) + 0::: <.!) u -w 4 N t3]J] "' -+ r--- 7" STEP 1 WALLS r-. l() "' + r--- «-0 I l"'lN 0::: 0::: N ,,.; sr + r--- B051 lO >-. 3C lO C, lO + -N r--- 8 r--. Ln r--+ r--- N ,,.; r--+ r--- Hop:==rs===·· =============== = .~()WNJJ• : : - -j ·---------·------·- 18+00 19+00 RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor these plans. B]1] LnW N >-·w U1 3C ,,, 0::: 0 C, oo,_ + + ' r--IX) N --- 4 8 ~ the errors or omissions which may or may not have been Incorporated into N "' 0 + IX) - r-- U1 -+ IX) - 4 r--w .-'W NO:: + I- IX) - 4 WALLS~ >- "' 3C C, sr + -IX) lO ~ - 8 [lli] N . ... Ln + IX) - r-; Ln Ln + IX) - U1 >-Ln>- 0 « • 3: 3C ~c, lO + w +-> IX) IX) IX) ----0::: C, X 8 w :r: BJ]] u I-« ::;; co::.::: oow •_J ·w CO<( q-...,.... IX) "'~ +3: +1--ooW 00 ..-□...... r-- : 4 ~ w IX) :r: u I-« ::;; - ( J (T> "' + IX) - 8 B]fil 4 4 r--. Ln ,,, + "' - N . ... sr + (T> - 0 0 • 0 Ill ct, IX) .... I- <UJ I-UJ V) ::c: I Vl UJ UJ ~UJ ....IV) ::c: 0 I-< ::::!: PROFILE SCALE: HORIZ: 111=20 1 VERT: 1"=41 CONSTRUCTION NOTES G) PROTECT IN PLACE. ® ® © ® ® (J) ® @) ® @ @ @ @ @ @) @ NO. [fil [§] [TI [fil REMOVE EXISTING PCC PAVEMENT (6"-7"THICK) AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REMOVE EXISTING CURB (HEIGHT = 8'? AND RECONSTRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HEIGHT = 6" UNLESS OTHERWISE SHOWN. TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 1 SHEET 2. REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. REMOVE EXISTING AND CONSTRUCT NEW ALLEY APPROACH TYPE 'A' PER CNB STD-142-L. REMOVE EXISTING AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER CNB STD-162-L. MATCH EX. DRIVEWAY. REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. ADJUST MANHOLE TO GRADE PER CNB STD-111-L . INSTALL BLUE REFLECTIVE PAVEMENT MARKERS AT FIRE HYDRANTS PER CNB STD-902-L. REMOVE EXISTING TREE EXISTING SIGN ~ SEE SIGNING AND STRIPING PLAN SHEET 18 REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10>, THICKNESS TO MATCH THE NEW PCC PAVEMENT. REMOVE EXISTING AND INSTALL 3" P. V .C (SCH. 40) UNDERDRAIN PIPE PER CNB STD-184-L. TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 2 SHEET 2. SAWCUT LINE. CURB DATA DELTA OR BRG. RADIUS LENGTH REMARKS N40° 35' 29 "E 189.16' N40°32' 14't 260,93' N40° 35' 29 "E 214.17' N40°32'14"E 285-83' C-6189 CENTERLINE DAT A PREPARED BY: REVIEWED: 3-8-17 FIELD CHANGE BY CNB APPROVAL RECOMMENDED: PLAN & PROFILE DELTA OR BRG. RADIUS LENGTH REMARKS N40• 35' 29" E 664.17' N40" 32' 14" E 735.37' N49" 25' 30"W 223.00' 2 SOUTH POINTE DRIVE -SUITE 27 ~ LAKE FOREST, CA 92630 BARRY J. COWAN ~ g~s~nro7 ==~==~ ENGINEERING COMPANY (FAX)949,588.0709 JN 17218 No. 46568 '° p. 6-30-17 * RICK CIVIL -£,-" OF C~~~r;,"f. BARRY J. COWAN, R.C.E. No. 46568 DATE BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 DATE: -------- DESIGNED: DRAWN: PM PM CHECKED: DA TE: JH 11 01 16 5-10-17 FIELD CHANGE BY CNB PATRICK ARCINIEGA POPPY AVENUE R.C.E 70740 STA 14+50.00 TO STA 19+50.00 SENIOR ENGINEER DATE: 11-02-2016 CITY OF NEWPORT BEACH R-6070-S PUBLIC WORKS DEPARTMENT SHEET 7 OF 18 I- w en C -m C Q) "O . (]) 4-0 L 0.. "" C 0 0.. I 00 0 I 0. E + U1 + I 0. 00 ·- -L N 0 r--"' -"O / . + LI'.) (]) 0 (]) 0 LN + U1 <I) I "0 ++ (]) U1 (]) 0. .C L U1 0 CU 0 0 0 • 0 Ill + r-cn .... t-ct W t-W V) ::c: I Vl Ww ~w ....IV) ::c: t.) t-< :::. l [IT] ...-r---+ 0-, 4 - 0 "' "' w + w en c:r: -I- 0 w wx 1-0 ...-w 0:: <((Il "' I-U-' + a-0-, _J<( -w::::. 0:: ~ "' r---+ 0-, - 20+00 l 132}] "' -+ 0 4 4 N r---w "' w . w . w co 0:: ,.., >-N 0:: r---. N + I-,.., ;r:: + I- 0 i::, "' 0 -+ ' N 0 lO N -r--- "' 8 -6311 + 0 N 5231 4 0 -sr-w +w 0 c:r: 0 NI- 8 NO. rn l1ill [ill N "' ...-+ 0 N r--- "' "' + 0 N 525] 4 0 . en lO w + w 0 c:r: N I- R/W "' w lO w r---c:r: + I- 0 N 4 m 21+00 N "' 1321] r---+ 0 N 4 4 9 0 co oi cow 0 w +w + w 0 c:r: -c:r: NI-N I- -I -,-0:: "' en + 0 N CURB DATA OELT A OR BRG. RADIUS LENGTH N40" 32' 14" E 241.50' N40" 32' 14" E 122. 06' N40" 32' 14" E 224.82' N l oi 53]] oi 5Til -"' + + --N 4 N 4 0 --I') w + w -0:: N I- /_ =-· , STREET t \ , , • 11 V • _J _J <( ;r:: "" r--- a:i u -8 "' 0:: + cc -N 1 REMARKS 22+00 23+00 ALLEY ALLEY(&_ \U I 7' 4 1 , ">-w W_J >-' <(<( N .,-; -+ N N >-_Jr--;; o..u ...- 0.. -00 + 0.. 0 N .N -'a uO + o-,0 --lO 0 + N N FIVE CROWNS PARKING LOT 0 0 cow +w NO:: 0:: w I- <( ;r:: • co -0 co ow +w ,.., 0:: U1 <( '-" ~ I I \ I I I 1 \ NI-NI- "-"--11) ,.,,A-'\"I ··-------- u <( z -'-" w cc • •• 0 T ?~ T • _.T ? • ·• 0 T ? • • ~ T EX. 18" WATER 9 EX. 8"WATER ow (ABANDl .,..:w co c:r: + I- N N ow •w ::= 0:: + I- "' N 23+5 t 6~ ~ ~ JOIN EXISr NG1 ~1-Ts CONDUIT 1 ~ SEE NOTE FIVE CROWNS FINE FOOD & SPIRITS \ \ C') o"' ~--1-0 -;t TS CONDUITe ~ SEE NOTE i C') ~ TS CONDUIT SEE NOTE V, NOTE: CAUTION! TRAFFIC SIGNAL CONDUIT IS SHALLOW. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING TRAFFIC SIGNAL CONDUIT PRIOR TO SAWCUTTING AND EXCAVATION. CONTRACTOR SHALL EXPOSE CONDUIT TO DETERMINE EXACT DEPTH PRIOR TO SAWCUTTING OR EXCAVATION OF ROADWAY /SIDEWALK. MODIFIED CAL RANS TYPE E DETE TOR LOOP 2 +00 STREET ~ V, -z 0.. 0:: /Q -/ ·-+ > (]) ·-(f) u 0.. // .c .c 0 0 al al PREPARED BY: ~ N40" 32' 14" E 151.13' REVIEWED: 2 5-10-17 FIELD CHANGE BY CNB APPROVAL RECOMMENDED: m a:, LD t t ".'.-2 SOUTH POINTE DRIVE -SUITE 27 ~ g_ g_:;::: LAKE FOREST, CA 92630 BARRY J. COWAN ~ 3' 3' 949.588.0707 =~~== \::; :J!1 :J!1 '.': 20 10 0 20 40 60 ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No. 46568 ,o I 10 00 co N p. 6-30-17 ,._ BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 DATE: ------- --' GRAPHIC SCALE 1"= 20' ~ ~ S CIVIL !lo~-.. PM PM :;; :;; "7 OF C~~~G CHECKED: DA TE: DESIGNED: DRAWN: PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER DATE: 11-02-2016 ..... ······-····-··· . ..... ······-····-··· . ..... ······-····-···. ·····.:······:····:··· • ..... ······-····-··· . ..... ······-····-···. ······-····-···. ······-····-··· . ..... ······-····-···. ,-: : ..... ······-····-···. ' : : PROFILE SCALE: HORIZ: 111=20 1 VERT: 1"=41 CONSTRUCTION NOTES CD PROTECT IN PLACE. ® REMOVE EXISTING PCC PAVEMENT (6"-7"THICK) AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. @ REMOVE EXISTING CURB (HEIGHT = 8'? AND RECONSTRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HEIGHT = 6"UNLESS OTHERWISE SHOWN. 0 ® ® TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 1 SHEET 2. REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD-180-L. REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. (j) REMOVE EXISTING AND CONSTRUCT NEW ALLEY APPROACH TYPE 'A' PER CNB STD-142-L. @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER CNB STD-162-L. MATCH EX. DRIVEWAY. @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. @ ADJUST MANHOLE TO GRADE PER CNB STD-111-L. @ REMOVE EXISTING CURB & GUTTER (HEIGHT = 8'? AND RECONSTRUCT TYPE 'A PCC CURB PER CNB STD-182-L. CURB HEIGHT = 6"UNLESS OTHERWISE SHOWN. @ INSTALL BLUE REFLECTIVE PAVEMENT MARKERS AT FIRE HYDRANTS PER CNB STD-902-L. REMOVE EXISTING AC PAVEMENT AND REPLACE WITH 4" AC OVER 7.5"CMB. EX. GAS MAIN TO BE RELOCATED BY SCG PRIOR TO CONSTRUCTION . REMOVE EXISTING AC PAVEMENT AND BASE (7"THICKl AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REPLACE EXISTING TRAFFIC LOOPS AS SHOWN PER CALTRANS STD PLAN ES-5A, ES-5B (TYPE E. MODIFIED TYPE El. LOOPS SHALL BE INSTALLED AFTER PAVING AND AT EXACT LOCATION APPROVED BY ENGINEER. REMOVE EXISTING TREE. EXISTING SIGN ~ SEE SIGNING AND STRIPING PLAN SHEET 18. REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), THICKNESS TO MATCH THE NEW PCC PAVEMENT. REMOVE EXISTING AND INSTALL 3"P.V.C (SCH. 40) UNDERDRAIN PIPE PER CNB STD-184-L. ~ TREE WELL AND SIDEWALK TRANSITIONS PER DETAIL 2 SHEET 2. @ SAWCUT LINE. @ 2" AC OVERLAY OVER THE EXISTING AC PAVEMENT. COLDMILL 2"TO MATCH EXISTING IMPROVEMENTS AT PACIFIC COAST HIGHWAY. @ 2"SCH.40 PVC SLEEVE WITH END CAPS. ® CONSTRUCT 6-INCH THICK DRIVEWAY. C-6189 PLAN & PROFILE POPPY AVENUE STA 19+50.00 TO STA 23+55.00 CITY OF NEWPORT BEACH R-6070-S PUBLIC WORKS DEPARTMENT SHEET 8 OF 1 8 •• •· ...-BARRY J. COWAN, R.C.E. No. 46568 DATE JH 11 01 16 oo-~------------------------------------------------------~---------------------------~----~--~~~-~-~---~----------------~----------~---------------------~------~ I- w en C -m C (J) u ·-0 + (]) 0 I "' 0 I 0. E -+ U1 + I 0. ' 41+29.35 , (91.88 TC) 91.42 FL <I ~ R/W 9.9' I I I I I I w ::::, z w ~ C .J -i----'O C, - (92.99 FS) ....----- p 01~ EXISTING I 10+34.49 l JO~N EXISTING a: <C :i!: ~ 92.51 FS I I 10 . . <.D • . I . . 92.49 FS 92.44 FS {) 41+34.10 92.14 T,C . 91.84 FL I {) I (92. 76 TC) 92.11 FL I 'I ' , b, !12 b , 10+28.49 92.49 TC {) 41+55.39 CL OCEAN BLVD = 10+00.00 CL MARIGOLD VE w ::::, Z' w >--1---<C U) ::::, U) U) -o, a: <C z {) I I 'V I 10+32.32 ECR (97 .48 TC) (96.93 FU 10+30.32 ECR ' 'v I 98.49 TC 1(98.49 FS) l • 4" CURB , 98.38 TC 97.10 FS 101.06 TC (101.06 FS) 94.34 TC (94.34 FS) 4"CURB R/W 93.17 TC 92.70 FS 92.70 FS ' , 47+36.08 BCR, (92.60 TC) 9~12 FL ' ' v {) q 0 N <I 47+42.99 92.29 FS ,Q"C.F. ' I I 94.20 ~c I (94.2~ FS)1 JOI . EXISTING I I I I 4" CURB I I I I I I I I 93.20 "TC I 92.66 FS I 10+41.33 ECR (92.97 TC) 92.43 FL EX. SIGN b ---....__ ~7 +44.30 ,t, ~2.34 FS •o-, V O"·e,,- --,-----:.....~ <I JOIN EXISTING 101.56 TC (101.56 FS) 4" CURB 100.94 FS 101.43 TC 100.89 FS 100.90 FS STREET (t , {) ' [> 1 !l,:~ EXISTING (101.21 TC) -nocr.Gtrnet·i-------="" ~1'7--- (100.86 FS) 100.84 FS I --...;;;;;;:--.; 50+47.23 ' ( 100. 77 TC) 100.28 FS ' [> 50+48,49 BCR (100.82 TC) 100.32 FL , f> 50+54.52 100.49 FS O" C.F. E'X. SIGN 50+55.83 100.53 FS o':g. ' [> ' 1~+~.92 (101.01 FS) REI ;ORD1 0 1 WINGS These Record rawings haJe J en prepare~ based b n the best available information. While this informatio is believe ij be reliable, I City of ~e port Beach is not responsible for its accuracy, nor the errors □1 o issions whi ~h may ~r ay not have been Incorporated into these plans. j I w • I z I w I ~ I c I -::c 0 a: 0 I I I 4.0' I . 0, ., ' JOI EXISTING 93.89 TC STREET (t (93.89 FS) JOIN EXI&T-IN G _.___,c---10'1'36.38 I I 4"CURB 47+84. 77 , 92.20 FS )O"C.F. 47+88.35 92.20 FS O" C.F. -0 • "'.· .. 1·.tn_ 0 -. 00 93.89 TC (93.89 FS) R/W 4" CURB 92.69 FS 92.96 TC 92.63 FS 92.65 FS <J 47+93.55 ECR (92.63 TC) 92.17 FL <J 47+95.95 (92:70 TC) 92.24 FL JOIN EXISTING 10+34.97 10+30.82 (101.18 TC) 100.45 FL • 101.51 TC (101.51 FS) 4" CURB 101.28 TC 100.88 FS I · I I 4.0' /R/W JOIN EXISTING 101.54 TC (101.54 FS) 4" CURB 101.03 FS 101.40 TC 100.94 FS 100.97 FS 101.06 TC (101.06 FS) 4" CURB 93.29 TC (93.29 FS) (X) ·- -L N 0 r---"' -D / . G. '44+69.'13 3/ ---,;. --.... . -i~I~TINC$- ' , -z (L 0:: /Q -/ ·-+ > a:, CONSTRUCTION NOTES u r!{'_ G) PROTECT IN PLACE. // EDGE OF CO~STRUCTION ' ) OCEAN BOULEVARD ' [> ' [> -§ -§ G) REMOVE EXISTING CURB (HEIGHT = 8'? AND RECONSTRUCT TYPE 'B' PCC al al CURB PER CNB STD-182-L. CURB HEIGHT = 6" UNLESS OTHERWISE SHOWN. I ' STREET (t [> , 96.65 FS • O"C.F., , 44+ 72.68 BCR (96.87) TC) 96.37 FL 44+ 73,62 (96.85 TC) . , {> , , 96.32 FL , (> PREPARED BY: (97 .12 FS) ' , ' [> m a:, LD t t ".'.-@ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB 2 SOUTH POINTE DRIVE -SUITE 27 ~ g_ g_:= STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. LAKE FOREST, CA 92630 BARRY J. COWAN ~ ~ ~ 00 @ REMOVE EXISTING CURB & GUTTER (HEIGHT = 8'? AND RECONSTRUCT TYPE 'A' PCC 949.588.0707 ~~== e ' ·v REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 {) {) , ' ' ·v ·v ' OCEAN BOULEVARD {) {) 50+94.46 E~R ' ~gg--~~ i[ 0, 50+97.41 • (100.77 -TC) G. 100.24 FL APPROVAL RECOMMENDED: C-6189 CURB RAMP DETAILS 1- w en z z -CURB PER CNB STD-182-L. CURB HEIGHT = 6"UNLESS OTHERWISE SHOWN. ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No. 46568 DATE: ~ ~ ~ @ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10), 10 o. s-3o-17 "' ------1--------------------,---------t C ~ ~ s THICKNESS TO MATCH THE NEW PCC PAVEMENT. 20 0 20 40 6° CIVIL "'~~... DESIGNED: PM DRAWN: PM DATE: 11-02-2016 CITY OF NEWPORT BEACH 1--_R_-_6_0_7_0_-_S_---j - PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER MARIGOLD AVE, NARCISSUS AVE, ORCHID AVE, POINSETTIA AVE/ OCEAN BLVD ----, t,,?,6 SAWCUT LINE OF C''v~ ATE 1 -,,, ,,, ' ei GRAPHIC SCALE 1"= 5' " CHECKED: D : PUBLIC WORKS DEPARTMENT SHEET 9 OF 8 ..,. oo~L _______________________________________________ LB~A~R~RY~J~-~CO~W~A~N~•-R~.C~.E~--N~o_._4_65~6~8 ___ D~A~T~E ________ __.i_ ___ ~J~H.L-_~11~0~1~1~6'--"---"----'-----------------'----------'--------------------'------~ R/W 99.67 TC (99.67 FS) SEA 1 IEW AVENUE 6 JOIN EXISTING 10+37.04 JOIN---6 EXISTING R/W 1 WALLS -<--"0 I:) '<: [J}?l O)C) 0, 00)• R/W R/W FIVE CROWNS PARKING LOT 6 ~ 4"CURB I ALLEY (l ------------------, r REMOVE AND REPLACE / BRICK BORDER IN-KIND JOIN EXISTING PAVEMENT ., '·-· '' ',•.......__. ·.· - . {? v CR0WN LINE . {? --_· Iv - -· -----~------_j_'---------~-----·-------------·, ------+---- v ---·---- I I (/ (/ L'.1 I 16+64.17 Ave = (/ <.D (/ q STREET (l 10+00.00 EW POPPvl~vENUE I -{? ! JOIN EXISTING ----------- R/W v v ----------- <:J - (/ 22+06.19 -POPPY AVE= 10+00.0Q (l ALLEY v v STREET (l I ~ 0 - 0 . 0 - POPPY AVENUE R/W REMOVE AND REPLACE_/ .. BRICK BORDER IN-KIND v I • I I v v {? v '-------------------------''-------------1,.--------------------1 C (J) u 0 + (]) 0 I 0 I 0. E + U1 + I 0. (X) ·- -L N 0 r--"' -D / . + LI'.) (]) 0 (]) 0 LN + U1 <I) ID ++ (]) U1 (]) 0. .C L U1 0 CU 0 J 17 x·. ·1 o-.,,; \J ~R\tS , , 11....---.c-·, 6.-s-sA 53+99.9 LOT LINE ~ / L • 4.0' - R/W / 2<-~1-·r--· ~--~~~-~~~ ---~~--------~·0-,,_ __ @'·{/6'. C)~ )j 0'· 17 •..9:• ,,,, o' 6' "<./~'i-- ' -~ ------gf.s7 FS I. '-I \ .• 2.01/. 9' 10' I CONSTRUCTION NOTES CD PROTECT IN PLACE. @ REMOVE EXISTING PCC PAVEMENT (6"-7"THICKl AND CONSTRUCT 7"THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. G) REMOVE EXISTING CURB (HEIGHT = 8'? AND RECONSTRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HEIGHT = 6"UNLESS OTHERWISE SHOWN. @ REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. (J) REMOVE EXISTING AND CONSTRUCT NEW ALLEY APPROACH TYPE 'A' PER CNB STD-142-L. POPPY AVE ...J w NI <C ::c EX. 1 CURB EXISTING GATE R/W (PVT) 11-,.,.,.. ...,. RECORD DRAWINGS These Record Drawings hove been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not hove been Incorporated into @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK DRIVEWAY APPROACH PER CNB STD-162-L. @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB STD-181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. @) REMOVE EXISTING AC PAVEMENT AND REPLACE WITH 4" AC OVER 12"CMB. @ REMOVE TO NEAREST JOINT AND MATCH EXISTING PAVEMENT. @ EXISTING SIGN ~ SEE SIGNING AND STRIPING PLAN SHEET 18. @ REMOVE EXISTING AND INSTALL 3"P.V.C (SCH. 40) UNDERDRAIN PIPE PER CNB STD-184-L. @ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2-PG 64-10l, THICKNESS TO MATCH THE NEW PCC PAVEMENT. @ SAWCUT LINE R/W 10+26.00 ECR (93.88 FS) 93.71 FS o"·c,F,. • /- 93.5.9 FS • _();.lr.F. - R/W §'3.80 tsb -_.., AILLEY 14 O' ,. ALLE~ 10+25.00 (93.81 FSl 7 R/W ~ 10+25.82 BCR (94.27 FS) 94,25 FS O" C.F. "1 . -;;--.._ _ \. ------" -• 94.16 FS • _ 94.3t'l\.FS -. O" C.P: • I__/ (94.56 FSl /.EXISTING J,,A, GATE (PVT) 12+26. 73 BCR 93.44 TC 92.94 FL <:J -L'i 12+34.73 <:J -, 12i-52. 73, 93.62 FL 12+56. 73 ECR 91,.36. TC ~.86 FL -12+30.73 93.15 FS 93.11 f".L v 93.27 FL 12+42.08 POPPY AVE = jQ+18.00 Q ALLEY -SEWER 12+s2·.13 93.78 ·s , 1 93.48 FS • 93.44 Ft' ~OPPY A~NUE • 93.74 FL -{? CROWN LINE . ·------r --- C-6189 -z (L 0:: /0 -/ ·-+ > (]) ·-(f) u (L // .c .c 0 0 0 0 (]) (]) 2 these plans. ,----------------------------.--------++----.---.----,,--.------.-------------------.-------------.------------------------------1 1111 ~:::::,_ ·---PREPARED BY: m a:, LD + + ST -• lo1 0 0 N i5 i5 .;::_ _ p v-_ 11,'<\1•,c,c 2 S UTH P I TE DRIVE -SUITE 27 o. o. _ '------'"~--.c.,...-'----.;.;'':>,., <o\L Ii -~-, LAKE FOREST, CA 92630 BARRY J. COWAN ~ REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 ~ ~ oo 'oa.~::>Q STREET 1 '-c,'<, • 949.588.0707 =~~== \::; z z -o SIGN "~'\C,-~------1 ENGINEERINGCOMPANY (FAX)949.588.0709 JN 17218 No. 46568 '° DATE: 3-8-17 FIELD CHANGE BY CNB 2 5-10-17 FIELD CHANGE BY CNB APPROVAL RECOMMENDED: PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER CURB RAMP DETAILS OCEAN BLVD, HAZEL DR, SEAVIEW AVE AND ALLEY/ POPPY AVE 1- w en _J _J ON "•C)'-' -.']... <.\,' ,._ --------N-· ~6-3~ C --' POPPY AVENUE ~r:::, <o<o•ror,,, o 20 40 Go DESIGNED: DRAWN: ~ ~ s '-,a <o"'-· 20 10 civiL ~-.. PM PM DATE: 11-02-2016 CITY OF NEWPORT BEACH R-6070-S - :;; :;; ~ OF C~~~r;,"f. CHECKED: DA TE: 1 Q 1 8 In 0 .... ST GRAPHIC SCALE 1"= 5' BARRY J. COWAN, R.C.E. No. 46568 DATE JH 11 01 16 PUBLIC WORKS DEPARTMENT SHEET OF o~~-------------------------------------------------~------------------------~----~-~~~-~-~--~---------------~--------~-------------------~------~ C (J) u (J) C ·-0. ·-L + U1 u C <{ (J) C ·-C (J) ·-U1 I -I 0. E -+ U1 + I 0. (X) ·--L N 0 r--<I) -u / + LI'.) a:, 0 a:, 0 LN + U1 <I) IU ++ a:, U1 a:, 0. .c L U1 0 CU 0 -z (L 0:: /Q -/ ·-+ > a:, ·-(f) u (L // .c .c 0 0 0 0 a:, a:, m a:, LD + +"' L L .. 0 o-0. o.- 3' 3' a:, a:, (X) zz-I ,o CO 00 N --I NNZ r--r--:::, ---:, // I .. "' oo- MARGUERITE AVENUE -----1 0 0 • 0 1---0 LL+ w;::: 8 2 _J w<C >I--0 (/) 00 I ! \ \ \ I \ lj I l I I 11 I\ \ I I ! I \ I ,_. -;,: 8 5 ~ 8 3 - 8 3 8 3 ------ 4 8 POPPY AVENUE ALLEY 115' TRANSITION 0 0 • 0 01---+ LL ;::: w _J ~~ (/) 0 _J w wm z ,-.....,w _J w :r: l/) u I-- <( ~ MARIGOLD AVENUE 11 \ I \ I 8 4 NARCISSUS AVENUE I I j I I 111 \\\ • I I 111 l I I l , ,l I I I l , -~ -I 7 CS J J -•, I' I 7 11 -----~--- I 11' _.--=--¥=---=-~---- l.__ ;c;---~=----=-------..---------44+00 ---~- \li --';3 43+00 ----------"-+-.. ---_ _.:.:'.-\,- 45+oo -i_ ·- -- ------ ----~~ ......,,1. -----..__,,, -- RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 42+00 ----==-+---N q --EX. -------' 0 --C\J ----' --- '--, i<;J ......._ '-- ----r--- ---,----1 -------i1 '--......_ ......_ ----- ....--,------r ----------OCEAN BOULEVARD SIGNING AND STRIPING GENERAL NOTES: 1 ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE ST AND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS,DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCDl, DATED JANUARY 2014, THESE PLANS,AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE 'PRE-MARKED• AND/OR ''CAT -TRACKED" FOR APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 'PAINT FOR TRAFFIC STRIPING, MARKING, AND CURB MARKINGS," OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OR SECTION 310-5.6.6 OF THE ST AND ARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. UNLESS OTHERWISE NOTED,INDUCTIVE LOOPS SHALL BE 6'CIRCULAR TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONS LOOPS. 9. INST ALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY ST AND ARD PLAN STD-902-L. SEAVIEW RELOCATE EX. R1-1 SIGN & AVENUE POST AND INSTALL R1-3P SIGN BELOW STOP SIGN 3 _____, ' TRAFFIC CONSTRUCTION NOTES: QJ 0 0 0 0 0 IT] 0 INST ALL 12" WHITE THERMOPLASTIC LIMIT LINE PER CAL TRANS STD PLAN A24E. INSTALL 12" WHITE THERMOPLASTIC BASIC CROSSWALK PER CAL TRANS STD PLAN A24F. CROSSWALK WIDTH IS MEASURED INSIDE TO INSIDE. PAINT / REPAINT CURB RED WITH TWO (2) COATS. SCRAPE ALL OLD RED CURBS OF SCALING OR BLISTERED PAINT. REMOVE EXISTING STRIPING. PROPOSED SIGN LEGEND NO PARKING 9x8 T012~9 MONDAY I STREET SWEEPING R30(M0D) RELOCATE EX. SIGN & POST NO STOPPING ENTIRE BLOCK R8-1(M0D) REMOVE AND REPLACE EX.R1-1 SIGN & POST AND INSTALL R1-3P B OW STO SIGN INST~L R30( om SIGN ~ P s_T~ - "' '' "' REM VE EX. 30(MOD) & p ST ., s --- OCEAN BOULEVARD ,n r'\ A 65' TRANSITION MOVE E . R -1(25) & ~T ALLEY INSTALL R2-1(25) & POST rn • ClJ ., .• -' ' ' • >-, ~--"-......L.:: ., <Cw w~ w _J (/) :r: u I--HAZEL DRIVE <( ~ ~--y u INSTALL R30(MOD) S GN & POST REMOVE EX. R30(MOD) SIGN & POST -.,. REMOVE & REPLACE EX. W3-1 SIGN & POST I F 0 -REMOVE & REPLACE EX. R30(M0Dl SIGN & POST INSTA L R1-1, R1-3P SIGN & POST REMOVE EX. R1-1 & POST V REMOVE AND REPLACE EX. R30(M0Dl SIGN AND R2-1(25) SIGN AND POST -N .,. POPPY AVENUE NOTE: THIS PLAN ACCURATE FOR SIGNING AND STRIPING WORK ONLY PREPARED BY: 2 SOUTH POINTE DRIVE -SUITE 27 ~ LAKE FOREST, CA 92630 BARRY J. COWAN ~ g~s~nro7 =~==~ ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No, 46568 '° RICK p, 6-30-17 ,._ CIVIL ~-.. OF C~~~r;,"f. BARRY J. COWAN, R.C.E. No. 46568 DATE REVIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 DATE: ------ DESIGNED: DRAWN: PM PM CHECKED: DA TE: JH 110216 -'--1 I L v' -.,. 40 INSTALL R30(MOD) & POST REMOVE EX. R30(MOD) & POST 20 0 40 r-- 80 120 SEE SHEET 8 FOR LOOP REPLACEMENT .I I ----- GRAPHIC SCALE 1" = 40' APPROVAL RECOMMENDED: ANTONY E. BRINE R.C.E. 45521 CITY TRAFFIC ENGINEER DATE: 11-02-2016 C-6189 SIGNING & STRIPING OCEAN BLVD AND POPPY AVE STREET IMPROVEMENTS POPPY AVE FROM OCEAN BLVD TO EAST COAST HWY OCEAN BLVD FROM POPPY AVE TO MARGUERITE AVE CITY OF NEWPORT BEACH R-6070-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 1 8 1- w ,.,, C -m CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 GRAPHIC SCALE 1"= 20' 20 10 0 20 40 60 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 MA T C H L I N E - S E E S H E E T L I - 2 KEY MAP SE A V I E W A V E POPPY AVE HA Z E L D R OC E A N B L V D P A C I F I C C O A S T H I G H W A Y POPPY AVE LI-1 12 IRRIGATION PLAN I I I I I I I I .. I 10+00 r '/ \ \ \ PREPARED BY: ' RICK ENGINEERING COMPANY 2 SOUTH POINTE DRIVE -SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.LA No. 3247 DATE 200 11 +00 REVIEWED: 215 ...J w w> "' ~ Cl:'. IC 214 " .. IRRIGATION LEGEND SYMBOL DESCRIPTION ■■■■■■■ 2" SCH. 40 PVC SLEEVE WITH END CAPS [QZl PARKWAY IRRIGATION TO BE PROVIDED AND INSTALLED BY OWNER IRRIGATION NOTE: G:j ...J ...J <( 216 1. PROVIDE BLUE COLORED METALIC THREE (3) INCH WIDE MARKER TAPE ATTACHED TO PVC SLEEVE AT EITHER END TO IDENTIFY END CAP/ PIPE LOCATION -,-; PATRICIA TRAUTH, P.L.A. RECORD DRAWINGS These Record Drawings have been prepared based an the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 219 223 I 1: 220 222 APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- f--f---+------+--------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DESIGNED: DRAWN: MS MS CHECKED: DATE: PT 10 31 16 DATE 11/2/16 l---l----+------+--------------------1 ---~~--- R-6070-S SHEET OF 18 1-w Cf) 0 (D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 GRAPHIC SCALE 1"= 20' 20 10 0 20 40 60 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 MA T C H L I N E - S E E S H E E T L I - 3 MA T C H L I N E - S E E S H E E T L I - 1 KEY MAP SE A V I E W A V E POPPY AVE HA Z E L D R OC E A N B L V D P A C I F I C C O A S T H I G H W A Y POPPY AVE LI-2 IRRIGATION PLAN 13 03/08/17 FIELD CHANGED BY CNB1 1 225 227 231 233 I 226 230 234 238 235 0 242 PREPARED BY: ' RICK ENGINEERING COMPANY 239 248 2 SOUTH POINTE DRIVE -SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.L.A. No. 3247 DATE 241 250 243 REVIEWED: 301 303 305 254 300 304 308 IRRIGATION LEGEND SYMBOL DESCRIPTION ■■■■■■■ 2" SCH. 40 PVC SLEEVE WITH END CAPS [QZl PARKWAY IRRIGATION TO BE PROVIDED AND INSTALLED BY OWNER IRRIGATION NOTE: 1. PROVIDE BLUE COLORED METALIC THREE (3) INCH WIDE MARKER TAPE ATTACHED TO PVC SLEEVE AT EITHER END TO IDENTIFY END CAP/ PIPE LOCATION -,-; PATRICIA TRAUTH, P.L.A. RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 307 309 312 316 APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- f--f---+-----+--------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DESIGNED: DRAWN: MS MS CHECKED: DATE: PT 10 31 16 DATE 11/2/16 l---l----+------+--------------------1 ---~~--- R-6070-S SHEET OF 18 1-w Cf) 0 (D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 GRAPHIC SCALE 1"= 20' 20 10 0 20 40 60 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 MA T C H L I N E - S E E S H E E T L I - 2 KEY MAP SE A V I E W A V E POPPY AVE HA Z E L D R OC E A N B L V D P A C I F I C C O A S T H I G H W A Y POPPY AVE LI-3 IRRIGATION PLAN 14 PROVIDE SLEEVE TO EXISTING PLANTER AREA 2 05/10/17 FIELD CHANGED BY CNB2 313 315 317 318 324 328 321 323 325 327 331 333 RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 'Iii '·'·.· .. '.· .. '·.·.·•.:.· • .. •. :·.. . . . .. ' . . . (.) • ·: •' ,· :.: _...... • .... _.;.:,"•II', 332 336 PREPARED BY: ' RICK ENGINEERING COMPANY 341 2 SOUTH POINTE DRIVE· SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.LA No. 3247 DATE 346 REVIEWED: 352 IRRIGATION LEGEND SYMBOL DESCRIPTION ■■■■■■■ 2" SCH. 40 PVC SLEEVE WITH END CAPS [QZl PARKWAY IRRIGATION TO BE PROVIDED AND INSTALLED BY OWNER IRRIGATION NOTE: 1. PROVIDE BLUE COLORED METALIC THREE (3) INCH WIDE MARKER TAPE ATTACHED TO PVC SLEEVE AT EITHER END TO IDENTIFY END CAP/ PIPE LOCATION PATRICIA TRAUTH, P.L.A. APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- f--f---+-----+--------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DESIGNED: DRAWN: MS MS CHECKED: DATE: DATE 11/2/16 l---l----+------+--------------------1 ---~~--- PT 10 31 16 I I -U-~ " 0- 'lii Ul R-6070-S SHEET OF 18 1-w Cf) 0 (D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 GRAPHIC SCALE 1"= 20' 20 10 0 20 40 60 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 MA T C H L I N E - S E E S H E E T L P - 2 KEY MAP SE A V I E W A V E POPPY AVE HA Z E L D R OC E A N B L V D P A C I F I C C O A S T H I G H W A Y POPPY AVE LP-1 PLANTING PLAN 15 I I I I I I I I .. I r '/ \ \ 10+00 \ PREPARED BY: ' RICK ENGINEERING COMPANY 2 SOUTH POINTE DRIVE -SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.L.A. No. 3247 DATE 200 ® © POPPY AVE 215 © G:j ...J ...J <( RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 219 ® 223 MULCH I I . . 11 +00 2+00 214 ® NO GAZANIAS -" PLANT PALETTE SY BOL BOTANICAL NAME COMMON NAME SIZE Tristania laurina Water Gum 36" Box • Spathodea campanulata African Tulip Tree 36" Box l:}}}}:,j Parkway landscape planting to be selected and installed by owner PALETTE A Aeonium a. 'Atropurpureum' Purple Aeonium 5 Gal Senecio serpens Blue Chalksticks 1 Gal PALETTE B Abella g. 'Kaleidoscope' Kaleidoscope Abella 5 Gal Rosa 'Iceberg' Iceberg Rose 5 Gal Gazania 'Fiesta Red' Red Gazania 1 Gal PALETTE C Salvia leucophylla Purple Sage 5 Gal Muhlenbergia rigens Deer Grass 5 Gal Carex pansa California Meadow Grass 1 Gal 216 MULCH TYPICAL SPACING QUANTITY' Per Plan Per Plan Per Plan Per Plan 36"o.c. 5 12" o.c. 23 36"o.c. 5 48"0.C. 1 18" o.c. 8 48"o.c. 1 48"o.c. 4 12" o.c. 15 "TYPICAL QUANTITY BASED ON A PARKWAY WITH APPROXIMATELY 44 SQ. FT. REVIEWED: PATRICIA TRAUTH, P.L.A. 220 APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- f--f---+------+---------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DESIGNED: DRAWN: MS MS DATE 11/2/16 ---~~---CHECKED: DATE: PT 10 31 16 222 ® R-6070-S SHEET OF 18 1-w Cf) 0 (D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 GRAPHIC SCALE 1"= 20' 20 10 0 20 40 60 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 MA T C H L I N E - S E E S H E E T L P - 3 MA T C H L I N E - S E E S H E E T L P - 1 KEY MAP SE A V I E W A V E POPPY AVE HA Z E L D R OC E A N B L V D P A C I F I C C O A S T H I G H W A Y POPPY AVE LP-2 PLANTING PLAN 16 03/08/17 FIELD CHANGED BY CNB1 1 225 227 231 I ® © © V . • . ~-. '· • ·•.,·~ -::-::- ~ _f • -:· 1: 226 230 234 ® MULCH © 233 © 238 235 ® 0 242 ® PREPARED BY: ' RICK ENGINEERING COMPANY 239 ® 248 ® 2 SOUTH POINTE DRIVE -SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.L.A. No. 3247 DATE 241 © 250 ® D 243 :s: w 301 © W:::::, © >Z <(W w> en<. . . . . : ' ... . . . -. . . ' . . : '. .. • 'ti,'. e. . • P._ •. • 254 300 304 ® MULCH PLANT PALETTE SY BOL BOTANICAL NAME COMMON NAME SIZE Tristania laurina Water Gum 36" Box • Spathodea campanulata African Tulip Tree 36" Box l:}}}}:,j Parkway landscape planting to be selected and installed by owner PALETTE A Aeonium a. 'Atropurpureum' Purple Aeonium 5 Gal Senecio serpens Blue Chalksticks 1 Gal PALETTE B Abella g. 'Kaleidoscope' Kaleidoscope Abella 5 Gal Rosa 'Iceberg' Iceberg Rose 5 Gal Gazania 'Fiesta Red' Red Gazania 1 Gal PALETTE C Salvia leucophylla Purple Sage 5 Gal Muhlenbergia rigens Deer Grass 5 Gal Carex pansa California Meadow Grass 1 Gal 303 305 ® ® 308 TYPICAL SPACING QUANTITY* Per Plan Per Plan Per Plan Per Plan 36"o.c. 5 12" o.c. 23 36"o.c. 5 48"0.C. 1 18" o.c. 8 48"o.c. 1 48"o.c. 4 12" o.c. 15 *TYPICAL QUANTITY BASED ON A PARKWAY WITH APPROXIMATELY 44 SQ. FT. ---"1" -,-; REVIEWED: PATRICIA TRAUTH, P.L.A. RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. I 307 309 I ® SUCCLENTS ONLY 312 316 © ® APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- f--f---+------+---------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DESIGNED: DRAWN: MS MS CHECKED: DATE: PT 10 31 16 DATE 11/2/16 l---l----+------+---------------------1 ---~~--- R-6070-S SHEET OF 18 1-w Cf) 0 (D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 GRAPHIC SCALE 1"= 20' 20 10 0 20 40 60 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 MA T C H L I N E - S E E S H E E T L P - 2 KEY MAP SE A V I E W A V E POPPY AVE HA Z E L D R OC E A N B L V D P A C I F I C C O A S T H I G H W A Y POPPY AVE LP-3 PLANTING PLAN 17 INSTALL CAST IRON TREE GRATES WITH 24" OPENING. IRONSMITH SUNRISE #4858 WITH FRAME 4800F. INSTALL PER MANUFACTURERS RECOMMENDATIONS INSTALL CAST IRON TREE GRATES WITH 24" OPENING. IRONSMITH SUNRISE #4858 WITH FRAME 4800F. INSTALL PER MANUFACTURERS RECOMMENDATIONS CONTRACTOR TO MAINTAIN LANDSCAPE FOR 90 DAYS, UNLESS OTHERWISE NOTED IN SPECIFICATIONS, WHICHEVER IS GREATER. 2 05/10/17 FIELD CHANGED BY CNB2 313 MULCH 318 ® 315 MULCH 324 ® 317 321 ® © 328 332 ® © 323 ® 325 MULCH 327 ® 336 MULCH PREPARED BY: ' RICK ENGINEERING COMPANY 341 MULCH 2 SOUTH POINTE DRIVE -SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.L.A. No. 3247 DATE 346 MULCH 331 ® 333 ® 352 MULCH I I I PLANT PALETTE SY BOL BOTANICAL NAME Tristania laurina • Spathodea campanulata COMMON NAME SIZE Water Gum 36" Box African Tulip Tree 36" Box l:}}}}:,j Parkway landscape planting to be selected and installed by owner PALETTE A Aeonium a. 'Atropurpureum' Purple Aeonium 5 Gal Senecio serpens Blue Chalksticks 1 Gal PALETTE B Abella g. 'Kaleidoscope' Kaleidoscope Abella 5 Gal Rosa 'Iceberg' Iceberg Rose 5 Gal Gazania 'Fiesta Red' Red Gazania 1 Gal PALETTE C Salvia leucophylla Purple Sage 5 Gal Muhlenbergia rigens Deer Grass 5 Gal Carex pansa California Meadow Grass 1 Gal ' ' TYPICAL SPACING QUANTITY' Per Plan Per Plan Per Plan Per Plan 36"o.c. 5 12" o.c. 23 36"o.c. 5 48"0.C. 1 18" o.c. 8 48"o.c. 1 48"o.c. 4 12" o.c. 15 "TYPICAL QUANTITY BASED ON A PARKWAY WITH APPROXIMATELY 44 SQ. FT. REVIEWED: PATRICIA TRAUTH, P.L.A. RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. 'Iii 2 +00 APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- 1---t----+-----+--------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DESIGNED: DRAWN: MS MS CHECKED: DATE: PT 10 31 16 DATE 11/2/16 l---l----+-----+--------------------1 ---~~--- R-6070-S SHEET OF 18 1-w Cf) 0 (D CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 POPPY AVENUE STA 10+00.00 TO STA 23+62.00 3 -ht 2rii t Pa a r uaT 4 7 c 11-30-17 A 5432 1 18" 1 NATIVE SOIL 2 CONCRETE SIDEWALK 3 12" LINEAR ROOT BARRIER (DO NOT ENCIRCLE TREE) 4 NATIVE SOIL BACKFILL 5 NATURAL GRADE 10 7 8 9 6 3 4 2 1 ROOTBALL, TO BE PLANTED 2"-3" ABOVE FINISH GRADE AMENDED BACKFILL MIX WATER BASIN MULCH FINISH GRADE WIDTH TWICE DIAMETER OF CONTAINER PLACE ROOTBALL ON NATURAL GRADE FERTILIZER TABLETS (2) 2" DIA. X 10' LONG, LODGE POLES, PLACE OUTSIDE ROOTBALL AND DO NOT PIERCE ROOTBALL (4) BLACK PLASTIC CINCH-TIE WITH ONE TWIST NAILED TO STAKES, SHALL NOT DAMAGE BRANCHES 1 2 3 10 5 4 8 7 9 WIDTH VARIES SEE #6 11 ROOTBARRIER 12 CURB OR PAVING 12 11 NOTE: LOCATE ROOT BARRIER WHERE TRUNK IS 5' OR CLOSER TO ADJACENT HARDSCAPE AND 10' OR CLOSER TO PAVERS. THE ROOT BARRIER IS TO BE PLACED PARALLEL TO AND AGAINST CURBS OR PAVING. INSTALL ROOT BARRIER PER MANUFACTURE'S RECOMMENDATIONS. SEE PLANTING SPEC. FOR ROOT BARRIER SPECIFICATIONS. LENGTH OF ROOT BARRIER SHALL BE 5' MINIMUM IN BOTH DIRECTIONS (10' TOTAL) FROM THE TRUNK. 5 BC LD-1 LANDSCAPE DETAILS 18 DIMENSION-PEDESTRIAN A B C D 2" TO 12" SIZE 30" 24" 12" 4" DIMENSION-VEHICLE A B C D 2" TO 12" SIZE 36" 30" 24" 4" (--\ SLEEVE INSTALLATION \,__ ,,,/ SCALE: N.T.S. Cf) PAVING (;,>', SAND BACKFILL \,_:/ COMPACTED TO THE DENSITY OF EXISTING SOIL C3) LATERAL LINE SEE LEGEND FOR SPECS :4) CONTROL WIRE SEE LEGEND FOR SPECS C§) UNDISTURBED SOIL @) MAINLINE SLEEVE, SEE LEGEND FOR SPECS PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. 0 § 0 0 0 0 0 0 0 TREES IN TURF TO RECEIVE 3'-4' DIA MULCH RING AROUND TRUNK. ROOTBALLS SHALL BE 2"-3" ABOVE FINISH GRADE. TREE STAKES SHALL NOT PIERCE ROOTBALL. TREE,STAKES /; SCALE: N.T.S. PREPARED BY: ' RICK ENGINEERING COMPANY 2 SOUTH POINTE DRIVE -SUITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUTH, P.L.A. No. 3247 DATE / ( ' '\ ROOT BARRIER '"-_/ SCALE: N.T.S. REVIEWED: PATRICIA TRAUTH, P.L.A. LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: -------- DESIGNED: DRAWN: MS MS CHECKED: DATE: PT 10 31 16 0 0 0 0 0 RECORD DRAWINGS These Record Drawings have been prepared based on the best available information. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor the errors or omissions which may or may not have been Incorporated into these plans. APPROVAL RECOMMENDED: f--f---+------+--------------------1 PA TRICK ARCINIEGA R C.E. 70740 SENIOR ENGINEER DATE 11/2/16 l---l----+------+--------------------1 ---~~--- R-6070-S SHEET OF 18 1-w Cf) 0 (D