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Home My WebLink AboutR_6055_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 R/W I 10' VARI ES 115'-20'1 1 EX.± 6"TYPE B CURB SAWCUT AS NEEDED FL PER PLAN FS PER PLAN ±2% - EX. 6"-7"PAVEMENT VARI ES CL 20' VA RI ES EX . & PROPOSED FINISH SURF ACE 1 EX. ± B" TYPE B CURB 2 SAWCUT AS NEEDED FL PER PLAN • .· . • ' • ~ ~trfJtPs~iifD \ UNDERLYING SUBGRADE SHALL-BE COMPACTED TO A MINIMUM 95 PERCENT RELATIVE COMPACTION PER ASTM D 1557. TYPICAL SECTION: OCEAN BLVD NOT TO SCALE STA 39+00 TO STA 53+48.90 R/W - DRIVE FIT G.I. CAP 11/2"GALVANIZED LINE POST PAINTED TO MATCH EXISTING 16'-0" I/,"-1x7 PREFORMED GALVANIZED AIRCRAFT STRAND 10.5" PAINTED TO ATCH -+t--~+----tXISTINGG,.L'---++--j 10.5" 10.5" • • 3/8" STEEL TRUSS ROD WITH TIGHTENER PAINTED TO MATCH EXISTING z OS N , 1 ½"GALVANIZED LINE POST PAINTED TO MATCH EX ISTING POST FOOTING ITYPI GALVANIZED LINE POST PAINTED TO MATCH EXISTING TIMBER RETAINING CURB EX.GROUND ,------i-t--"Cl-2" GALVANIZED END/CORNER POST PAINTED TO MATCH EXISTING ITYPI ' END/CORNER POST FOOTING ITYPI 10.5" 10.5" 10.5" , 4'-0" , END/CORNER POST 1 1/," GALVANIZED PIPE DIAGONAL BRACE PAINTED TO MATCH EXISTING 2" GALVANIZED LINE POST PAINTED TO MATCH EXISTING NOTES: 1. ALL META L 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 INSTA LLED IN SUCH A MANNER THAT THERE ARE NO OPENINGS OR GAPS WHICH IN THE OPINION OF THE CITY COULD BE HAZARDOUS. CONTRACTION JOINTS SHALL BE SAWCUT AT INTERVALS OF 10' O.C. IN BOTH TRANSVERSE AON LONGITUDINAL DIRECTIONS. SA WCUTS SHALL BE 2" DEEP . B" (EX.SIDEWALK h-..~~~'777i'mt-li7m--ts~'1B" == 7 \ . . 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 . C 0, u . "' C 0 MATCH EXISTING BACK OF SIDEWALK IRRIGATION SLEEVE WITH END CAPS PER LANDSCAPE PLANS !POPPY AVE! 5 R/W R/W 8' 4' 3' SDWK 2.0% 8' 4' SDWK R/W 3 18' 9' CROWN LINE ' REMOVE EX . CURBI !HEIGHT , ±8'1 1.01/. --:-----,----;, --,----------~ 40' 9' CL 6' 8' 3' 4' SDWK RE~~~l~H\X. ;c~:~ VARIES I ' 1.0-1.5% ~ VAR 2.01/. - • • EX. 6"-7=MENT J ) T -EX. FINISH SURF ACE \__UNDERLYING SUBGRADE SHALL BE COMPACTED TO A EX. COMPACTED MINIMUM 95 PERCENT RELATIVE COMPACTION PER NATIVE SAND ASTM D 1557. TYPICAL SECTION: POPPY AVE NOT TO SCALE ST A 12+26. 73 TO STA 22+ 19.00 40' 18' CL 6' 8' 3' 9' CR OWN LINE ' 9' 3' 4' SDWK I ± B" CURB 1'8" CURB MATCH EXISTING BACK OF SIDEWALK IRRIGATION SLEEVE WITH END CAPS PER LANDSCAPE PLANS !POPPY AVE! R/W 5 EX. BRICK WALL R/W MATCH EXISTING BACK OF SIDE WALK IRRIGATION SLEEVE WITH ENO __£_'..----- CAPS PER LANDSCAPE PLANS !POPPY AVE! REBAR ~ 8" 4. ANCHOR POSTS SHALL BE GUYED WITH ¾" STEEL TRUSS ROOS 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 ENO/CORNER POST FOUNDATION DETAIL FOR LAST TWO POSTS. TIMBER RETAINING CURB AND GUARD CABLE FENCE DETAILS 8' 7' SDWK 5 TREE WELL 9' 6"CURB 12 e..c...== 2' i-----1 NOT TO SCALE 40' 18' CL 6' CROWN LINE 9' ' I 6"CURB ----<12 REMOVE EX .CURB & GUTTER !HEIGHT , ± 8'1 TYPICAL SECTION: POPPY AVE NOT TO SCALE STA 22+19.00 TO STA 23+55.37 8' 7' SDW K 5 2.01/. R/W 1 EX. BRICK WALL MATCH EXISTING BACK OF SIDEWALK 4.0' 1------"-'~-,--IRRIGA TION SLEEVE WITH END TREE WELL CAPS PER LANDSCAPE PLANS !POPPY AVE! -1--1-u o_ (I) -- Ul L -1-0 (I) "' (I) u MATCH EXISTING BACK OF SIDEWALK IRRIGATION SLEEVE WITH END CAPS PER LANDSCAPE PLANS !POPPY AVE! 2.0% VAR 3 I I 3 SA WCUT AS NEEDED SAWCUT AS NEEDED ~ ~ -------I -' ' •• -------.,,..-_ - REMOV: ~X. ~URB ; , t EX. PCC PAVE~E: --, VAR 2.01/. --MATCH EXISTING BACK OF SIDEWALK IRRIGATION SLEEVE WITH END PROPOSED FACE OF CURB \ /TREE WELL PROPOSED FACE OF CURB \ L • -1-<D Ul 0 I 0 N N 0 I W o_ u E +- -Ul -1-o_ Ul L I 0 00 U NZ ,-... °' -o // -1--1- (1) (I) (I) (I) L L -1--1- Ul Ul I I -1--1- (1) (I) (I) (I) .c .c Ul Ul C C 0 0 CONSTRUCTION NOTES (i) PROTECT IN PLACE. !HEIGHT -±8 l TO REMAIN TYPICAL SECTION: POPPY AVE NOT TO SCALE STA 10+00 TO ST A 12+45.50 REMOVE EX. CURB !HEIGHT , ± 8'1 CAPS PER LANDSCAPE PLANS !POPPY AVE! V, w -"' <( > n ~ __, <( .,. 3' w 0 -V, \ I I ffl. /I TREE ~ i::J I b ~ '"' ' n > / I _l_ I I I I z "' -<( I :::, w __, I .,. u I I I DETAIL 1 I '-._ RETAINING WALL !PROTECT IN PLACE! o._ o._ // 0 REMOVE EXISTING PCC PAVEMENT 16"-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. TYPICAL SIDEWALK AT 30" X 48" TREE WELL LOCATIONS > > u u f f G) REMOVE EXISTING CURB (HEIGHT , 8'1 AND RECONSTRUCT TYPE 'B' PCC 8 8 CURB PER CNB STD -182-L. CURB HEIGHT , 6" UNLESS OTHERWISE SHOWN. ,;!; ,;!; -@ REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK PER CNB STD -180-L. -1--1-N i5 i5 «> @ REMOVE EXISTING CURB & GUTTER (HEIGHT , 8'1 AND RECONSTRUCT TYPE 'A' ~ ~ -PCC CURB PER CNB STD-182-L. CURB HEIGHT , 6"UNLESS OTHERWISE SHOWN. P R E PAR E D BY : 2 SOUTH POINTE DRIVE -SUITE 275 4l/' ~ LAK E FOREST, CA 92630 !;j BARRY J. COWAN ° 949.5 88.0707 "3 ~~~~~ RICK ~ ~ ';'. @ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT IC2-PG 64-101, CO' 00 1 0N THICKNESS TO MATCH THE NEW PCC PAVEMENT. • . Exp. ~6~-3~0-~17~ --1 "'s SAWCUT LINE ENGINEERING C OMPANY (FAX)949.5 88.0709 JN 17218 a:: No. 46568 NOT TO SCALE REVIEWED : BARRY J. COWAN PROJECT ENGIN EER'S NAM E R.C.E. 46568 DATE: ------- DESI GNED: DRA WN: \ I' /., TREE WELL PER LANDSCAPE PLANS i '"' ;,-, "" I l42"X 4B"WHERE APPLICABLE! TREE / "-' / "' ~ __, I <( .,. 3' I w z "' I e Si <( V, I w I q-__, u I I I I - - -I. 4' . I. 4' .I . 4' .I \_RIGHT-OF-WAY OR EX. OBST RUCTION DETAIL 2 TYPICAL SIDEWALK AT TREE WELL LOCATIONS APPROVAL RECOMMENDED: PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER DA TE: 11 -02-2016 NOT TD SCALE C-6189 TYPICAL SECTIONS AND DETAILS 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 N N > 'E3I ~\ ·:r ~ ll l 1-("Z4/1, '1/ CIVIL PM PM s s ~ @ 2" AC OVERLAY OVER THE EXISTING AC PAVEMENT. COLDMILL 2"TO MATCH ; -1;,-0-r -c,'"1.1 CHECKED : DATE: o_o ~~----E_x1_s_T_IN_G_IM_P_R_o_vE_M_E_N_T_S_A_T_P_A_CI_F_Ic_c_o_A_ST_H_IG_H_W_A_Y_. _____________________________ ~_B_A_R_RY_J_._c_o_w_A_N_._R_.c_._E._N_o._4_65_6_8 ___ D_A_T_E _________ ~---~J~H~ __ 1~1_0~1_1~6 ~~-~---~----------------~--------~-----P-U_B_L_1c_w_o_R_K_S_D_E_P_A_R_T_M_E_N_T ____ ~s_H_E_ET __ 2_o_F_1_8~ .. I.J CJ ' -' --:.-: ·+- ··"! .. ..... . :.-. .±"·· 9'6 .. . .!. . ' . ] :-· ••• ·-::-:: .... -==T:. - ! ; ···--T . . . -... !: ...... , .. -·· -...... .. . . •.. ' - -......... . • • . ·1 • . ' • . •• ; ........ . C O> D . (]) + 4-Cl 0 L L Q_ 0 °' "' CD 0 . CD CL 0 I O e) N 0 I ifl o_ D E + V, + o_ v, L I 0 ro u NZ ,-. er 0 // +-+ (1) (]) (j) (]) L L +-+-v, V, I I +-+ (]) (1) (]) (1) .c .c V, V, C C 0 0 Q_ Q_ // > > uu // .c .c 0 0 C ............. . ....... .. ,.: ~ ,-'• - . .. ·---·L . ± :l· . 1.-: ' • .... :: : .... :.-½ .- MARGUERITE AVE I I j STREET 1k. 38+07 --- 39+00 B300I V, EX. o" WATE~ ' \ 133081 R/W ,-. CD Q .. t, "' G 40+00 133121 ' 40"+00 w ' R/W • G 133201 , EX .' 1 CURB • W - U z c,w z"- -·-.......... . ......... ·-· -·-·-· ........ ------ :.:::.::·:=:=: . . --....... . ... . . ----...................... ·-- ---·~ -.. ---· ........... . :.::: :::.:t. .... :.:.:.+ ............ , ............ ····· ~.-•-~ ---~-"-•· -.... -.:.-./.-. . ··!·· ·•----.. . .. . .. . ·.::::::::·]·~: ·:·::--:•F··· -r ··:i.-. •• ' .. . ... ... . , .... , . ,_ ., ~t-'= '1 0" . .. . ! " r lo0 .-.... :::~ ~~l~:::~~;/t· ~ l>a,·; /:/··· ;! • • 1qH1:: ]~::;\ ~ ~.: . • !·~ v ••• :.: .. ::.::·:::.;.~ ........ ..... ,. •• ·:_T j.. . . l -....... ·_.t·· ·i .... :: !. ' \ .......................... . 1 • .......... T 41+00 133281 10+27.01~15.0' LT ECR CURB RAMP 10 u OJ .,. co . CD N + -.,. • .................... - ................ . . -·· .... ---..... i ...• fJ4·'-z:f ..... : :·::; : .. -fIT· .. · .. - -. . .... ..... ···----• --· .............. -- -. ..... ...... .... ... . .. ... ..... .-::.: .. ::::·· r·· j·•·•:•·•·•·::::~··•·c:::..J···· 42+00 MARIGOLD AVE "W > D<r > ..Jo OJ_J 0 Zc, «-wcr u<r o::,s _J_J u w "" '"'] co co + -.,. G I CURB & GUTTER CURB RAMP ~ ~ PREPA RED BY 1ia\El~ON mm- CENTERUNE DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS REVIEWED . BARRY J. COWAN t t ~ 2 SOUTH POINTE DRIVE· SUITE 27 ii ii;': LAKE FOREST, CA 92630 <3 BARRY J. COWAN CD N61' 22' 15"W 31B. 72' PROJECT ENGIN EER'S NAME R. CE . 46568 ~ ~ lD 949.588.0707 u..r z 1 ~ Q ENGINEERl\i}G COMPANY (FAX)949.588.0709 JN 17218 er No. 46568 DATE: CD £\=11'56'04" 300.00' 62 .49' N49' 26' 11 "W 21 B. 67 ' 1340(] , B408I R/W 9 TIMBER RETAINING CURB & GUARD CABLE FENCE ,ff -------- 43+00 134121 APPROVAL RECOMMENDED• PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER . M • ~ -. .... i ,. ·"j: ·_ .,. . .... ' .::.1::-· .:·.:· --..... I : -· -· -· .................. ~ .... -·-----~ -. __ , ---· 1-.. = __ j:_:_.cc .. ·······:·:r::. ·:·-...... i ... :·· . .. ..... .... ... ~· . -- ·········+· .............. ···:;:: · .. ····:: ::: . - --' .. ······~· . . ,. . ....... ·1 . ··~· . _f ·f .. : •• ••. :·1 .. ·.t· ..... j ' __ , ---i ...... -·-..... ---·--···~·. - - - -, .......... ., ... .: .. - ····:c:· . 1-- :J. .. .. ····:· t· PROFILE SCALE: HORIZ: VERT: 1"=20' 1"=4' 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 TYP ICAL SECTIONS ON SHEET 2. REMOVE AND REPLACE WITH NE W WATER/SEWER VALVE FRAME AND TO GRADE PER CNB STD-5 11-L. CONSTRUCT TIMBER RETAINING CURB AND GUARD CABLE FENCE AS SHOWN ON DETAIL SHEET 2. REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER STD-181-L MODIF IED AS SHOWN ON DETAIL SHEETS 9 & 10. COVER CNB @ SAWCUT LINE C-6189 PLAN & PROFILE OCEAN BOULEVARD STA 39+01.33 TO STA 4 3 +00.00 00 00 N 20 10 0 20 40 60 -I< Ex . 6-30-17 * ~ -~ ~ ~~ --::i ~ 111-z.1~11:, c1v1L DESIGNED PM DRAWN PM DATE __ ':..:.• i_-0""2'---=2"'01-"6-CITY OF NEWPORT BEACH R-60?0-s / / 7 GRAPHIC SCALE 1"= 20' =--,, 7 or [j\.1 CHECKED• DATE: G) ® N40' 33' 58"W 144.56' ~L ----------------------------------------------------...L:B=A=R~RY.:__:J_.~C~O=W~A~N~,_R~.C=·=E·_:__N=o·_:__4=65=6~8_:__ _ _:__D=A~T=E _________ -...J. ___ _,J~H1-_~1~1-"D~1~16::1..._.L_..L. __ ..L ________________ ..L _________ .L _____ P_U_B_L_IC_W_O_R_K_S_D_E_P_A_R_T_M_E_N_T ____ ..L.s_H_E_ET __ 3_o_F_1_8_j .. .. 00 t- i.LI Cll C - ••. ·1··· . : :~: 43+00 44+00 45+00 ••••••••••..... : ..... ::t.: . -- ······· ·· · ···=L. • • • • • ·,· ' ··:1······::::·::~·. •. :t . . j t ' • . _. ::J· .. -'•• l • ... ·1 ·:· . _. .".!·· ., ' ...... ~ ........ .. ,. ..... ~. . . .. . . ... : . 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RADIUS LENGTH REMARKS ® N40"35'29"E 664 . 17' .,. .... ,. ... . .=;,;;,;, __ 18+00 REVIEWED: BARRY J COWAN 3 3 949.588.0707 ~ ~ ~ ~ 20 10 O 20 40 60 ENGINEERIN G C OMPANY (FAX)949.588.0709 JN 17218 No. 46568 ::o DATE: a:: ad ~ Exp. 6-30-17 * GD N40" 32' 14" E 735 . 37' CID N49"25 '30"W 223.00' PROJECT ENGINEER 'S NAME R C.E. 46568 ·:::' ~ ~ GRAPHIC SCALE 1"= 20' ~ 1 u-:= It (-zJ-z,o/h CIVIL ~" OESIGNED PM ORAWN: PM ,, ,, , CH ECKED · DATE. 19+00 N "' "' + ro rn 24 0 . .... ·····T······ •• ··•·:.: .... . . •... · 1··· " .......... . . .... :.. ... :·. -. .... .. . . ....... . en "' + "' ' '' - 0 0 • 0 LO .t, a, I- <( lJJ I-lJJ Vl :,:: I Vl lJJ lJJ 2a lJJ ....J Vl :,:: u I- <( ::::. APPROVAL RECOM MENDED: PA TRIC K ARCINIEGA R.C.E 70740 SENIOR ENGIN EER DATE. 11 -02-2016 PROFILE HORIZ: VERT: 1"=20' 1"=4' CONSTRUCTION NOTES G) PROTECT IN PLACE. 0 G) 0 ® ® (J) ® ®) ® @ @ @ @ @ ~ @ NO. III [§] [I] ~ REMOVE EXISTING PCC PAVEMENT 16"-7" THICK! AND CONSTRUCT 7" THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIF IED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REMOVE EXISTING CURB !HEIGHT = 8'1 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/SE WER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L. REMOVE EXISTING AND CNB STD-142-L. CONSTRUCT NEW ALLEY APPROACH TYPE 'A' PER 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 CNB STD-902-L. REMOVE EXISTING TREE FIRE HYDRANTS PER EXISTING SIGN -SEE SIGNING AND STRIPING PLAN SHEET 18 REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT IC2 -PG 64-101, THICKNESS TO MATCH THE NEW PCC PAVEMENT. REMOVE EXISTING AND INSTALL 3"P.V.C !SCH. 401 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 "E 260.93' N40' 35' 29 "E 214 .17 ' N40'32'14"E 285,83' C-6189 PLAN & PRO FI LE POPPY AVENUE STA 14+50.00 TO STA 19+50.00 R-6070-S •• N BARRY J. COWAN , R.C E No 46568 DATE JH 11 01 16 ooo L----------------------------------------------------------------'---------'--------------------------'-----=-'-----'-'"-=-'-'-'---'---'----'----------------------'------------'--------------------------'--------....J CITY OF NEWPORT BEACH PUB LIC WORKS DEPARTMENT SHEET 7 OF 1 8 20+00 21+00 23+00 BTIJ G2.lJ N m + 0 N t32] f- I V) FIVE CROWNS PARKING LOT C °' D <D + s-0. 0 L L Q. () 00 "' CD 0 . LI, Q. 0 ,o ro N 0 ' w 0. D E + -· V) + 0. Vl L ' 0 ro u NZ ~ De: -o // ++ <D <D <D <D L L ++ V) V) ' ' ++ <D <D <D <D JC JC V) V) C C 0 0 o._ o._ // > > uu // JC JC 0 0 4 0 0 0 • 0 LO + r-"' ~ I-< w ~-,-w 'r~t> Ww ~ W ~ FMP_ ...J VJ ::c (j I-< ::!E 4 4 4 0 CURB DATA NO. DELTA OR BRG. RADIUS LENGTH REMARKS rn N40' 32' 14" E 241 .50' [jQ] N40'32'14"E 122. 06' [TI] N40' 32' 14"E 224.82' Jill N40' 32' 14"E 151.13' ~ ~ PREPARED BY: ~io1£ss10N4, CO CON <. t t ':; 2 SOUTH POINTE DRIVE· SUITE 275 ,g, '+- g 8.;:: LAKE FOREST, CA 92630 ; BARRY J. COWAN i ® 0 ~ _,#_ T 12 • REVIEWED• BARRY J. COWAN 3 3 20 60 949.588.0707 ~ ~ ~ ~ ~ 20 10 0 40 ENGINEERING COMPANY (FAX)949.588.0709 JN 17218 No. 46568 :;c DATE: PROJECT ENGIN EER'S NAME R.C.E. 46568 \) 1. ! . ("') 0 ,::,, rn !J) • -I "ti "!~ 1 TS CONDUITg ~ SEE NOTE i ("') \ ~ NOTE: CAUTION! TRAFFIC SIGNAL C0NDUJT IS SHALLO W. CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING TRAFFIC SIGNAL CONDUIT PRIOR TO SA WCUTTING AND EXCAVATION. CONTRACTOR SHALL EXPOSE CONDUIT TO DETERMINE EXACT DEPTH PRIOR TO SA WCUTTING OR EXCAVATION OF ROADWAY /SIDE WALK. ~ .'1' TS CONDUIT ~ x_~ SEE NOTE ' -~ MODIFIED CAL RANS TYPE E DETE TOR LOOP 2 +00 , w L STREET It \ APPROVAL RECOMMENDED PATRICK ARCINIEGA R.C.E 70740 SEN IOR ENGINEER c6 c6 2 +: Exp. 6-30-17 * ' GRAPHIC SCALE 1"= 20' /1,., .. . DESIGNED· DRAWN · ;::' ~ 6 '-~ {q..-11 (4.(-U,(J. CIVIL ,.,-. PM PMf--f--+---f--------------------1 / / =f q ~ -~~~~ OF C~\.\'\~~ CHEC KED. DA TE: DATE: 11-02 -2016 " ' ......... : .t ..... , . .. , .. ·i ·_ :·: .. :·-r _··· . '.!. -- .. .... -. . .. - !" _. ........ :.1 i , .: ..... ::·i;.··· ..... . . ... , . ·;._· ·:·:. <l ......... , ' _-_._ }:-·-.:-:.:.:.:; .; .. . !.-..... ! • - - l . ...... ··· . t . -....... , .. . +· ···-. --~ . . :·::··: .... l·'. --.. ; ... . . . ...... - ---· --• • ··········1 T ,. "'-·-..... , ... .... ...... ·• ...... t.:·· ' _,..., "' ~-. . , ·_ + - ........ , . •• ·_ ·1 :::: :::· • . ·.J-~-' ' ..... ~ .:·:·:: ·.+ • : : : ••...... l. -:.· !:"' -·i•-~~~-- PROFILE SCAL E: HORIZ: 1"=20' VERT: 1"=~' CONSTRUCTION NOTES (j) PROTECT IN PLACE. ® REMOVE EXISTING PCC PAVEMENT 16"-7" THICK) AND CONSTRUCT 7" THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMEN T ON EXISTING NATIVE COMPACTED SAND PER CNB STD-109-L AND MODIFIED AS INDICATED ON THE TYPICAL SECTIONS ON SHEET 2. REMOV E EXISTING CURB !HEIGHT = 8'? AND RECONS TRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HEIGHT = 6" UNLESS OTHERW ISE SHOWN. TREE WELL ANO SIDEWALK TRANSITIO NS 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-5 11-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 RAM PS 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 OTHER WISE SHOWN. @ INSTALL BLUE REFLECTIVE PAVE MENT MARKERS AT FIRE HYDRANTS PER CNB STD-902-L. RE MOVE 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 17"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 TYPICA L SECTIONS ON SHEET 2. REPLACE EXISTING TRAFFI C LOOPS AS SHOWN PER CAL TRANS 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 IC2-PG 64-10), THICKNESS TO MATCH THE NEW PCC PAVEMENT. REMOVE EXISTING AND INSTAL L 3"P.V.C !SCH. 40) UNDERDRAIN PIPE PER CNB STD-184-L. TREE WELL AND SIDEWALK TRANSITIO NS PER DE TAIL 2 SHEET 2. SAWCUT LINE 2" AC OVERLAY OVER THE EXISTING AC PAVEMENT. C0LDMILL 2"T0 MATCH EXISTING IMPROVEMENTS AT PACIFIC COAST HIGH WAY. C-6189 PLAN & PROFILE POPPY AVENUE STA 19+50.00 TO STA 23+55.00 R-6070-S •••• N BARRY J COWAN, R.C.E . No. 46568 DATE JH 11 01 16 o o o L ___________________________________________________________ ..L_:...__:..._ ___ ..:_ ______________________ ...J. ____ ..;::.:.L_---'===----'---L-----'-------------------'------------'-------------------------'---------J CITY OF NEWPORT BEACH PUBLI C WORKS DEPARTMENT SHEE T 8 OF 1 8 1- w en C -m C +-o, <l D •- . L - 0 -"" 0 D +-. (I) co DO I 0 Co>N 0 I if; o_ D E +- -V) +-<l v, L I Q ro u (92.30 FSI R/W "' "' JOIN EXISTING ' 41+29.35 , 191.88 TCI 91.42 FL R/W 9.9' >-----------ij i ' ;.JOIN l EXISTING 192.99 FSI ., / j • 10+ 34.49 JOIN EXISTING ~ _, • 192. 76 TCI 92.11 FL 92.51 FS 92.49 FS 92.44 FS [> 5.0' \C> ' [> 3 41+34.10 92.14 T.C 91.84 FL • [> CtJRB. RAMP ----~- 10+27 .01 ECR 92.42 TC 92.04 Fit:, ' ' 1/4 ' 41+.42.67 92 .00 FS • 0" C.F, 41+ 39.90 91.92 FS O" C.F. ":::> ' [> ' I \/ [> ' '\/ JOIN EXISTING 10+ 30.38 6 .10+28.37 197.15 FSI w ::> z w ~ C ..J 0 C, 10+ 34.49 (92.69 FSI EDGE OF CONSTRUCTION ~ \C> STREET I[_ w ::> Z ' w --> <( r.n ::> r.n r.n -o , a: <( z [) I ' [> [> {) 41+55.39 tL OCEAN BLVD = 10+00.00 CL MARIGOLD VE \/ I I 'I 98.49 TC (98.49 FSI 10+32.32 ECR (97.48 TCI 196.93 FLI I I I I 4" CURB 10+30.32 ECR (97 .28 TCI 96.8] 'FL , -e1I 98 .38 TC ' '\/ 10+28.81 ECR 97.14 TC 96.85 FL 10 ~4+66.45 96.73 FS ' O"C ,F. 97.10 FS CURB RAMP CURB & 1 GUTTER 4.0' J N EXISTING 98 .62 TC (98 .62 FSI 4" CURB R/W 97.17 FS 97.62 TC 97.12 FS 97.04 FS \C> . ' 97 .43 TC 97.43 FSI R/W R/W 93 .20 TC 93.20 FSI JOIN EXISTING 193.03 FSI 94.34 TC 194.34 FSI 4" CURB R/W 93.25 TC 92.74 FS 93.17 TC 92 .70 FS 92 . 70 FS ' [> [> [> ~ ' \C> .. 4.01 .. 0 0 N 94.28 ~c 194.28 FSI JOIN 1Ex1sTING I I l 4" CURB I I, '-. ! -~ I I I I 10+41.33 ECR \ 93.20 TC , 92.66(S : 192.97 TCI \ [> ~ ' 92.43 FL 47+44 .30 92.34 F~ O"t}.F... -------- \ \ ' 10'+ 34. 18 192.87 FSI ' [> [> ~ . OCEAN BOULEVARD 101.06 TC ( 101.06 FSI $L, EXISTING (100.86 FSI ' [> ' ' ' [> STREET I[_ FLI 1 ~X. SI GN 10 50+55.83 100.53 FS, 0':g. 50+54.52 100.49 'FS O"C .F. •~.• ' [> ----- z w I > <( <( - \ t:: w r.n \ z -I 6 0 / 0. ' 1~+:i';_92 . (101.01 FSI \C> "'-·-..._) I ' [> 50+48.49 BCR (100.82 TCI 100.32 FL , {) ' [> ' [> w ::> z w ~ C -J: 0 a: 0 STREET I[_ JOIN EXISTIN( 10+36.38 6 ' I ,I I '· I JOI~ EXISTING 93.89 TC 1193.89 FSI , I I I I 11 4" CURB \I ,j I I I 'I 4.0' "'j~ 0 -ro 4.0' 93.89 TC 193.89 FSI R/W 4" CURB '\/ \C> , I 10+26.19 BCR 192.80 TCI 92.24 FL ' 10+23.1~ BC~ I? 92.67 TC 92.23, FS ' [> 47+84.77 92.20 FS )O''C.F. 47+88.35 92.20 FS O"C.F. 92.69 FS 92.96 TC 92 .63 FS 92.65 FS 8,0' B.o·, ~ 92.80 TC 4" CURB 93.29 TC 193.29 FSI R/W 92.57 FS JOIN ·- -....;~~~t=4" CURB EXISTING • {) .,....._ 93.12 TC , 10 50+088 .30 100.49 S I I ·1 ,I i,I I I II I 101.51 TC I 1101.51 FSI I I I I 4" CURB I I 1 101.28 TC 1100.88 FS -' 0 ,O" C.F. , ,a. ~\ /R/W 4.0' ---,,-1 JOIN EXISTING 101.54 TC ( 101.54 FSI 4" CURB 101.03 FS 101.40 TC 100.94 FS 92 .24 FL 100.97 FS 10 1.06 TC ( 101.06 FSI "JOIN EXIS·TING C, R/W -NZ ~ ·44+69."13 JOIN EXISTING > \C> ' [> CONSTRUCTION NOTES u u G) PROTECT IN PLACE. // \C> ' [> ~ ' EDGE OF CO!lfSTRUCTION \C> ';::> ' , OCEAN BOULEVARD ' [> I ' STREET I[_ [> , 96.65 FS , O" C.F., • 44+ 72.68 BCR (96 .87, TCI 96.37 FL 44+ 73,62 196.85 TCI . , {) 96.32 FL (97 .12 FSI ' [> ' . ' [> -§ -§ G) REMOVE EXISTING CURB (HEIGHT = 8'1 AND RECONSTRUCT TYPE '8' PCC i5 i5 CURB PER CNB STD-182-L. CURB HEIGHT = 6"UNLESS OTHERWISE SHOWN. PREPARED BY: wa1ESSION41 OJ l'.D N M\ [> t t ':; @., REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMPS PER CNB 2 SOUTH POINTE DRIVE -SUITE 275 ,$7 4' g_ g_ ;':' STD -181-L MODIFIED AS SHOWN ON DETAIL SHEETS 9 & 10. LAKE FOREST, CA 92630 !l BARRY J. COWAN i ~ ~ co @ REMOVE EXISTING CURB & GUTTER (HEIGHT = 8'1 AND RECONSTRUCT TYPE 'A' PCC 949.588.0707 ~ ;; REVIEWED BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46568 [> [> • [> ' ' \/ \/ OCEAN BOULEVARD ' '\/ O" C.F. {) 50+94.46 E~R 100.59 Tc 1_7 ' 100.33 FL 50+97.41 • 1100.77 -TCI 100.24 FL APPROVAL RECOMMENDED: (100.94 FSI C-6189 CURB RAMP DETAILS PATRICK ARCINIEGA R.C.E 70740 SENIOR ENGINEER MARIGOLD AVE , NARCISSUS AVE, ORCHID AVE , POINSETTIA AVE/ OCEAN BLVD t- LIJI en, z z -CURB PER CNB STD -182-L. CURB HEIGHT = 6" UNLESS OTHERWISE SHOWN. ENGINEERJNG COMPANY (FAX)949.588.0 709 JN 17218 No. 46568 DATE: I l O ~ Exp. 6-30-17 lt """"-;" ;" ';" ½9 REMOVE EX ISTING AND CONSTRUCT 2' WIDE AC PAVEMENT (C2 -PG 64-101, 20 40 60 ,1-/ DESIGNED : DRAWN : CITY OF NEWPORT BEACH R 6070 S ._, :':' ;::' i:, THICKNESS TO MATCH THE NEW PCC PAVEMENT. 20 10 0 '~,g ~ /r -z,,(t.D/.; CIVIL "' PM PM DATE: 11-02-2016 >------------1 -• ::; :;:; ';' @ SAWCUT LINE GRAPH IC SCALE 1"= 5' 1 CHECKED DA TE: PUBLIC WORKS DEPARTMENT SHEET 9 OF 1 8 0::1 oo8 L _________________________________________________ ~B~A~R~RY~J~-~C~O~W=AN~,~R~C~.E~-=N~0 ~-~4~65~6~8--~□A=T~E---------~---~J~H __ 1~1~0~1~1~6~~-~--~---------------~--------~-------------------~--------' R/W 99.67 TC (99 .67 FSI '.;' 2.81/. )'.,, ·-' ~ • ..,,, /!. --~ --! ,,,.._ N "" ~·-L, "".,. 4" CURB (/ 1 i ~ -V '-Y CURB j SEAVIEW AVENUE I 15.0' 15.0' -RELOCATE STREET 21 NAME SIGN (/ v -I (/ LI 16+64.17 10+18.00 v 98.57 FL i._ SEAVIEW v R/W 9.0' 4" CURB 2.01/. v v (/ U) 0 0 . V 0 "' -v I GATE LI JOIN EX. WALKWAY " -<,: ,;)(-"'"-"" "' '>' 10· ,__.-s, v R/W ~ R/W 104.G4 FS O" C.F. A LEY 14 O' -v ALLEY l 22+06.19 ~ 10+18.00 103.97 FS .103.93 FL R/W U) POPP[ AVE '0 l ALLEY • . 0 d 'v FIVE CROWNS PARKING LOT 15 r-CROWN LINE . 6 JOIN EXISTING PAVEMENT 6 2.8% 4.0' ------+ __ ,L _______________________________________ _ C +-0 Cl D ·-. L -() --U) 0 D +-. <J) "' oo I O ON I U) Cl D E +--Vl +-Cl Vl L I 0 ro u NZ e-a: -o // +-+- (l) <J) (l) (l) L L +- +-Vl V1 I I +-+- (l) <J) (l) " L L v, Vl C C 0 0 Q_ Q_ // > > uu // LL () () 0 0 <J) (I) CD CD N +- +-N L L •• 0 0 CO Cl Cl- 3 3 <J) <J) co zz -1 I 0 ro ro N --' v (/ 4.01 17 -, LI - --4r-,,----'r:___S_TREET i 'Iv~ 5 O' EXISTING WALL POPPY AV ENUE LI (/ 16+64.17 Po Ave -(/ 10+00.00 l SEAVIEW v v v t 20 10 0 20 -' <:] -LI (/ U) 0 LI 6 ~ LI (/ LI 0 . POPPY AVENUE 17+00 \_ 22+06.19 -POPPY AVEc 10+00.00_ i._ ALLEY ' R/W 40 . 0 ro v -1 -' 91.57 TC 91.57 FS 0 V 0 60 I" 0 4.0' v 00 \ STREET i._ 11+00 v CONSTRUCTION NOTES CD ® PROTECT IN PLACE. REMOVE EXISTING PCC PAVEMENT (6"-7" THICK! AND CONS TRUCT 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 O 8'1 AND RECONSTRUCT TYPE 'B' PCC CURB PER CNB STD-182-L. CURB HEIGHT O 6" UNLESS OTHERWISE SHOWN. @ REMOVE AND REPLACE WITH NEW WATER/SEWER VALVE FRAME AND COVER TO GRADE PER CNB STD-511-L . (i) REMOVE EXISTING AND CONSTRUCT NEW ALLEY APPROACH TYPE 'A' PER CNB STD-142-L. POPPY AVE O" TO 6" CURB TRANS, CROSS 1 GUTTER 4.6' -5.0' - . 000 1.87 TC 1.67 FS • 2.01/. 91.93 TC 91.76 FS 6.0% R/W 2%060 10 -'----'-------,000 • 0000· ·00000 JOIN 1 6. EXISTING 9' 10' . (92.02 TCI 91.76 FS ~ '· -----'-'=--'-----I.' CURB '-Y ';i.'_ 10:0• .J STREET i._ PR EPAR ED BY RICK ENGINEERJ.stG COMPANY 2 SOUTH POI NTE DRIVE -SUITE 275 /? '4< LAKE FOREST, CA 92630 f:_i BARRY J. COWAN % 949.588.0707 ~ ~ (FAX)949.588.0709 JN 17218 No. 46568 ~ RE VIEWED: BARRY J. COWAN PROJECT ENGINEER'S NAME R.C.E. 46 568 DA TE: DESIGNED: DRAWN: 6.21/. "''° J>_, • '9 ·&,, /: 'J'C' (92.19 TCI 91.85 FS R7W 6 JOIN EX. WALKWAY WITH TOP OF CURB ~ EXISTING GA TE R/W IPVTI • POPPY AVENUE @ 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. 401 UNDERDRAIN PIPE PER CNB STD -184-L. @ REMOVE EXISTING AND CONSTRUCT 2' WIDE AC PAVEMENT THICKNESS TO MATCH THE NEW PCC PAVEMENT. ICZ-PG 64-10!, @ SAWCUT LINE R/W 12+26.73 BCR 93.44 TC 92.94 FL 10+26.00 ECR (93.88 FSI 93.71 FS O"C.F. R/W JOIN EXISTING --17 -- A LEY ALLEY i._ 10+25.00 (93.81 FSl 7 <J_ f1 - 94.16 FS R/W I~ 10+25.82 BCR (94.27 FSI L'I <:]_ • LI • _ 12+ 34. 73 12+52. 73 12+ 30. 73 93.27 FL 93.62 FL 1 93.15 FS 12+42.08 POPPY AVE - , 93_.11 ~L SEWER 10+18.00 Q ALLEY 1 sc---,. 1 93.48 FS • (94.56 FSI r EXISTING GATE (PVT! \ 12+56. 73 ECR <J 9'.1,36 TC / ~.86 FL 12.+52. 73 93.78 FS 93.74-FL v 93.44 FP -' \POPPY A\/~UE ' /CR~N LI_NE ' Vo -----·----· -· -_.:..: ______ L __________ _ APPROVAL RECOMMENDED: PATRICK ARCIN IEGA R.C.E 70740 SENIOR ENGINEER C-6189 CURB RAMP DETAILS OCEAN BLV D, HAZ EL DR, SEAVI EW AV E AND ALLEY/ POPPY AV E .N N> e-e-o r:;icrim',~-PMir>ATFC:--__ P_M1---1--+----1-----------------_____j DA TE: 11-02 -2016 .-.-z I ( ., _., , GRAPHIC SCALE 1"c 5' CHEC KED: DA TE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6070-S SHEET 1 Q OF 1 8 ... , N BARRY J. COWAN , R.C .E. No. 46568 DATE JH 11 01 16 ooo L----------------------------------------------------~~-~--~--------------------~---=~-===-~-~--~----------------~---------~--------------------~------__J t- w (/ ' • , C o; D o; C -L +-,n D +-C Cl. <{ •- o; L C o ·-U) CD o; . ·-U) ,n 0 ,o -N ' U) Cl. D E +--,n +-Cl. ,n L ' 0 ro u -NZ ,._ (C -o // +-+- G) (D <]) G) L L +-+-,n ,n ' ' +-+- G) G) G) G) JC JC ,n ,n C C 0 0 Q_ Q_ // > > uu // JC JC 0 0 0 0 G) G) mm N +-+-N L L •• 0 0"' Cl. Cl. -3 3 (I) G) "' zz-' ,o ro ro N --' N N > ,._ ,._ 0 --z / / ' •• N ooo INSTALL R1-3P BELOW EX. STOP SIGN 0 0 • 0 f--0 LL + w~ _J 8 2 w<( > f---~ OV) oo N Cl) <( w w~ w_J V)I MARGUERITE AVENUE \ , I .. ' I ' t \ i ' I~ I i \ 1 __ -::....-- ' ~,,\, .--r..:i :-'i o_ / r ~j1'"" \ ,\,, 83 - ' ' • • I MARIGOLD AVENUE I" I, 'I ' l.-- 10'_ 7 ·,'--\.2: • .. --·-~ N 0 43+00 __ -' •• 8 4 7 NARCISSUS AVENUE __'1__5700 --... -----_i2',00 . • ~--· oo ___ ~=··_· :-=---.c-----~=~~--'=---'-=··--------::r ----4\\ .. -· -.......... .... -~---· OCEAN BOULEVARD - SIGNING AND STRIPING GENERAL NOTES: TRAFFIC CONSTRUCTION NOTES: 1 PROTECT IN PLACE. ~~~ --.. J..6too --.... • (i"_/ ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IGREENBOOKI, 2009 EDITION AND ALL SUPPLEMENTS, THE INST ALL 4" YELLOW THERMOPLASTIC STR IPE PER CAL TRANS STD PLAN A20A, DETAIL 2. EX. R1 -1 - ORCHID AVENUE I \: I' ' \: POINSETTIA 49+oo -1 -.. - CAL TRANS ST ANDA RD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ICA MUTCDI, DATED JANUARY 2014, THESE PLANS , AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. [iJ 0 0 0 INST ALL 4" DOUBLE YELLOW THERMOP LASTIC STRIPE PER CAL TRANS STD PLAN A20A, DETAIL 22. 0 AVENUE ' \' \\ • , I 8 3 EX.R1-1 5 8 4 8 2 8 POPPY AVENUE 115' TRANSITION INST ALL .. R?-11MODI ;.··,•&. POST D ALLEY .. 0 0 • 0 Of--+ LL ~w _J ~3: V)0 _J w w Cl) z >--<W _Jw IV) u f-- <( 2 2. 3. 4. 5. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE '!'RE-MARKED" AND/OR ''CAT-TRACKED" FOR APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 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. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 'PAINT FOR TRAFFIC STRIPING, MARKING, AND CURB MARKINGS," OF THE ST AND ARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION IGREENBOOKI, 2009 EDITION AND ALL SUPPLEMENTS. UNLESS OTHERWISE NOTED, FINAL STRIPI NG SHALL BE SPRAY ABLE REFLECTORIZED THERMOPLAS TI C AN D APPLI ED PER THE SPEC IAL 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. 8. 9. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OR ·SECTION 310-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION IGREENBOOKI OR BY A METHOD APPROVED BY ENGINEER. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHAL L 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. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYD RANT PER CITY STANDARD PLAN STD-902-L. RELOCATE EX. R1-1 SI GN & POST ANO INSTALL R1-3P SIGN BELOW STOP SIGN SEAVIEW AVENUE .. IN TALL R8-11MODI & POS T 4 8 ro ro •~=== ------~--~-----· - . --· --. --·---. --·---· --. -·-= " , .I • -12+00 "' "' 13+ 1 oo 14+ 1 oo 15+ 1 00 "' 16+00 50' I <x: ..---..---1 > ... - l ,._ -----( EX. R1-1 , & R6-2 ' INST ALL f,,i R301MODI S GN & POST REMOVE '" '" 0 REMOVE EX. R1 -1 & PO ST [I] [I] [TI 0 INST ALL WHITE THERMOPLASTIC PAVEMENT MARKING PER CAL TRANS STD PLAN A24D AS SHOWN ON PLAN. INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE PER CAL TRANS STD PLAN A24E. INSTALL 12"WHITE THERMOPLASTIC BASIC CROSSWALK PER CALTRANS STD PLAN A24F . CROSSWALK WIDT H IS MEASURED INSIDE TO INSIDE. PAINT / REPA IN T CURB RED WITH TWO 121 COATS. SCRAPE ALL OLD RED CURBS OF SCALING OR BLISTERED PAINT. REMOVE EX ISTING STRIPING. PROPOSED SIGN LEGEND NO PARKING 9t$ TO 12/8 MONDAY STREET SWEEPING R30(MOD) RELOCA TE EX. SIGN & POST NO STOPP ING EN TIRE BLOCK RS-HMO D) REMOVE AND REPLACE EX. R1-1 SIGN & POST AND INSTALL R1-3P B OW STO SIGN 50' I NSTtL R301 ODI SIG N & P ST 19+ 0 I ,..., REM VE EX. 301MODI & P ST __ c ,.., '• 0 • 0 f-.0 :r: + (.'.)0 ex l.() ~8(.JU=j_ . ---•·,-.....-' w<:l: o -> f-. 00 N 0(/) m <i:w w~. w--' (/):J: u f-. <{ 0 N ~ ,------,..._ ', 1\ \ , t I I , • 2!.too ...... OCEAN BOULEVARD 2oroo ' ---···----- ! i' ,._ ro "' 21100 -----------\7 INSTALL R301MODl & POST REMOVE 65' TRANSITION MOVE . R -11251 & PDST ,._ ALLEY TA L RB-1 !MODI POT 0 N ' 0 N INSTALL RZ -11251 & POST 0 0 "' • -0 ~ --n 6 -C') C') 0 ~ ~ u f-- <( HAZEL DRIVE EX . R301MODI REMOVE & REPLACE EX. W3-1 SIGN & POST REMOVE & REPLACE EX. R301MODl SIGN & POST INS T A R1-1, R1 -3P SIGN & PO ST N '" '" '" '" ,., EX . R301MODI & POST SEE SHEET 8 FOR LOOP REPLACEMENT ! SIGN & POST 2 REMOVE AND REPL ACE EX. R301MODI SIGN AND R2-11251 SIGN AND POS T POPPY AVENUE 40 20 0 40 80 120 ----NOTE: THIS PLAN ACC URA TE FOR SI GNIN G AND STRIPI NG WORK ONLY GRAPH IC SCALE 1" = 40' PREPARED BY 2 SOUTH POINTE DRIVE· SUITE 275 ,fl '4c LAKE FO REST, CA 92630 If BARRY J. CO WAN )', 949.588.0707 ~ ~ . RI CK ENGINEERING C OMPANY (FAX)949.588.0709 JN 17218 = No. 46568 :::o '6 oc_.,· 3ceD_c· 1,,_7 • Exp,_ CIVIL ~ BARRY J. COWAN, R.C.E. No . 46568 DATE RE~EWED , BARRY J. COWAN PR OJECT ENGINEER'S NAME R.C.E. 46568 DESIGNED, DRAWN, PM PM CHECKED, DATE JH 11 02 16 APPROVAL RECOM MENDED, f--+---+---+----------------.j ANTON Y E. BR INE 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 1 1 OF 1 8 1- UJ u. C -a I I I I I I I I I \ \ \ PREPARED BY : RICK '· ~----- / ,· ', 2 SOUTH POINTE DRIVE-SUITE 275 LAKE FOREST, CA 92630 949.588.0707 ENGINEERIN G C OMPANY {FAX)949.588.0709 JN 17218 PATRICIA TRAUTH , P LA No. 3247 DATE I ' 214 216 IRRIGATION LEGEND SYMBOL DESCRIPTION ••••••• 2" SCH. 40 PVC SLEEVE WITH END CAPS PARKWAY IRRIGATION TO BE PROVIDED AND INSTALLED BY OWNER IRR IGATION NOTE: 1. PROVIDE BLUE COLORED MET ALIC THREE (3) INCH WIDE MARKE R TAPE ATTAC HE D TO PVC SLEEVE AT EITHER END TO IDENTIFY END CAP/ PIPE LOCATION -____ .,. ___ . ___ POPPY AVE KEY MAP I ' ' \ 0 220 20 REVIEWED : APPROVAL RECOMMENDED f----+--f----\---------------------1 PATRICIA TRAUTH, PL.A. LANDSCAPE ARCH ITECT PL.A. No. 3247 DATE: f---l---f----+---------------------IPA TRICK ARCINIEGA R.C.E. 70740 SENIOR ENGINEER DESIGNED: DRA WN: MS Ms f---t--+---+-------------------1 DATE: 11/2/16 CHECKED: DATE: --=~~-- PT 10 31 16 10 0 222 20 40 60 GRAPHIC SCALE 1"= 20' IRRIGATION PLAN POPPY AVENUE STA 10+00.00 TO STA 23 +62.00 CITY OF NEWPORT BEACH PUBLI C WO RKS DEP ARTMENT C-6189 Ll-1 R-6070-S SHEET 12 OF 18 r 1-w Cf) 0 CD 225 227 231 233 235 239 241 \ 226 230 234 238 242 248 250 PREPARED BY : RICK 2 SOUTH POINTE DRIVE -SU ITE 275 ""'' LA KE FOREST, CA 92630 ~ , -'e. ," 949.588.0 707 ~ 'tt;-a,'1;,,i .. " 'c'. ENGJNEERJ.NG C OMPANY (FAX)949.588.0709 JN 17218 ,gnatunl' " PATRICIA TRAUTH, P.LA No. 3247 DATE 24 3 REVIE WED: 301 303 305 254 300 304 308 IRRIGATION LEGEND SYMBOL DESCRIPTION ••••••• 2" SCH. 40 PVC SLEEVE WITH END CAPS ~ 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 I PIPE LOCATION ________ POPPY AVE _-1 -____ _ KEY MAP 307 312 20 AP PROVA L RECOMMENDED PA TRICIA TRAUTH , P LA LANDSCAPE ARCH ITECT P.L.A. No . 3247 DATE: f---4---J----+------------------iPATRICK ARCINIEGA R.CE. 70740 SENIOR ENGINEER DESIGNED: DRAWN· MS Ms f----1---f------1-------------------1 DA TE: __ C-'IIL/2"-/-'-16'----- CHECKED: DA TE : PT IO 31 I 6 10 0 309 316 20 40 60 GRAPHIC SCALE 1 "= 20' IRRIGATION PLAN POPPY AVENUE STA 10+00 .00 TO STA 23+62.00 CITY OF NEWPORT BEACH PU BLI C WO RK S DE PARTMENT C-6189 Ll-2 R-6070-S SHEET 13 OF 18 1-w Cf) 0 CD 313 315 317 32 1 323 325 327 331 N I .....J I-w w I (/) w W . . " (/). 318 324 328 332 336 341 346 PREPAR ED BY RICK ENGINEERING C OMPANY l PATRICIA TRAUTH, P LA No. 3247 DATE 333 -~ --e,,; ' n:::o:c_. :'~1·· -\ •••• 352 \ \ IRRIGATION LEGEND SYMBOL DESCRIPTION ••••••• 2" SCH. 40 PVC SLEEVE WITH END CAPS t2Z'2 PARKWAY IRRIGATION TO BE PROVIDED AND INSTALLED BY OWNER IRRIGATION NOTE 1. PROV IDE BLUE COLORED MET ALIC THREE (3) INCH WIDE MARKER TAPE ATTACHED TO PVC SLEEVE AT EITHER END TO IDENTIFY END CAP / PIPE LOCATION ____ .,. _______ POPPY AVE w ;; s w > "' w ------------- KEY MAP PROVIDE SLEEVE TO EXISTING PLANTER AREA 20 REVlEWED APPROVAL RECOMMEND ED: f---l--+-----l---------------------1 PATR ICIA TRAU TH, P.L.A. LANDSCAPE ARCH ITECT PL.A. No. 3247 DATE DESIGNED: DRAWN· MS CHECKED DATE: f--f--+----+--------------------aPATRICK ARCINIEGA R.C.E. 707 40 SENIOR ENGINEER MS f--f--+----+--------------------1 DA TE __ ,,111-'/2"!_/_::16'--- PT 10 31 16 10 0 \ \ 20 40 60 GRAPHIC SCALE 1 "= 20' IRRIGATION PLAN POPPY AVENUE STA 10+00.00 TO STA 23+62 .00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C-6189 Ll-3 R-6070-S SH EET 14 OF 18 1-w Cf) 0 CD ~;':'-!I' -..-(,,~- I I I I 200 \ \ \ PREPARED BY : RICK ESfGINEF.R!NG COMPANY PATRICIA TRAUTH, P.LA No 3247 DATE 215 © POPPY AVE ® 214 PLANT PALETTE SY BOL BOTANICAL NAME COMMON NAME SIZE • Tristania laurina Water Gum 36" Box • Spathodea campanulata African Tulip Tree 36" Box k}}}~d 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 Abelia g. 'Kaleidoscope' Ka leidoscope Abelia 5Gal Rosa 'Iceberg' Iceberg Rose 5Gal Gazania 'Fiesta Red' Red Gazania 1 Gal PALETTE C Salvia leucophylla Purple Sage 5 Gal Muh!enbergia rigens Deer Grass 5 Gal Carex pansa California Meadow Grass 1 Gal ' i • I I I I 216 TYPICAL SPACING QUANTITY• Per Plan Per Plan Per Plan Per Plan 36" o.c. 5 12" o.c. 23 36" o.c. 5 48" o.c. 1 18" o.c. 8 48" o.c. 1 48" o.c. 4 12" O.C. 15 8 •TYPICAL QUANTITY BASED ON A PARKWAY WITH APPROXIMATELY 44 SQ. FT. __ -_____ POPPY AVE ---·-·-------------------POPPY AVE _ ..£..: ______ _ KEY MAP REVIE WED: PATRICIA TRAUTH, PL.A. 219 ® 220 20 APPROVAL RECOM MENDED: LANDSCAPE ARCH ITECT P.L.A. No. 3247 DATE: 1--t----+---t------------------------l PA TRICK ARCINIEGA R C E. 70740 SENIOR ENGINEER ORAWN· MS MSl---------j--+----+---------------------1 t------+-----------< DESIGNED CHECKED: DATE DATE: 11 /2/16 ---~---- PT 103116 10 223 N y'Y\ v \ C,, Y1 I d. 0 222 20 __J f-w w I U) 40 60 GRAPHIC SCALE 1 "= 20' PLANTING PLAN POPPY AVENUE STA 10+00.00 TO STA 23+62.00 CITY OF NEWPORT BEACH PU BLI C WORKS DEPAR TMENT C-6189 LP-1 SHEET 15 OF 18 1-w Cl) 0 CD . I I ...... I CL ....J 1-w w I CJ) w w CJ) w z ....J I 0 I- <( ~ 225 I 226 (§) 22 7 © 231 233 (9 \ 230 234 © 235 239 @ . ,., . .., I,' ~ ~-~~1.PO·-~~,.~ ,,:-,-,>sr-_=_;_."-_"-_,. _· ~-· ..... -:.:::_ .. ___ ::: ..• :::.:::_ ;:: .. ::.c· ~-:..,.~~· •:::· S'i2,~ 0 242 PREPARE D BY RI CK £&/GINEERING COMPANY 248 ® 2 SOUTH POINTE DRIVE -SU ITE 275 LAKE FOREST, CA 92630 949.588.0707 (FAX)949.588.0709 JN 17218 PATRICIA TRAUT H, P LA No. 3247 DATE 241 ' -" ~ - \.~.,t,IOSCAp _ I'> 1 rsu I h c' • oo I 'i I ii IJ 243 30 1 (0 • ' ·" I •.• ' J.,_~-- 254 300 @ PLANT PALETTE SY BOL BOTANICAL NAME COMMON NAME SIZE • Tristania laurina Water Gum 36" Box: • Spathodea campa nulata Africa n Tulip Tree \:::))}}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 Abelia g. 'Kaleidoscope' Kaleidoscope Abelia 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" o.c. 1 18" o.c. 8 48" o.c. 1 48" o.c. 4 12" o.c. 15 <b •TYPI CAL QUANTITY BASED ON A PARKWAY WITH APPROXIMATELY 44 SQ. FT. Q'. ,-0 REVIEWED: PATRICIA TRAUTH, P.L.A. ___ -·-------POPPY AVE ---~·-·---· KE Y MAP 307 G 312 20 APPROVAL RECOMMENDED: LANDSCAPE ARCHITECT PL.A No. 3247 e----1--1-+-----+-------------------IPATRICK ARCINIEGA R.C.E . 70740 SENIOR ENGINEER DESIGNED: MS DRAWN: MS DATE: 11/2/16 --~=~-- CHECKED: DA TE: PT 10 31 16 10 309 0 ® 316 20 40 60 GRAPHIC SCALE 1 '• 20' PLANT IN G PLAN POPPY AVENU E STA 10+00.00 TO STA 23+62 .00 CITY OF NEWPO RT BEACH PUBLIC WO RK S DEPARTMENT C-6 189 LP-2 R-6070-S SHEET 16 OF 18 1-w (I) 0 (I) N I a.. ....J f-w w,.,.,, I cn .c.L-..:__,,__,c.&~ w w ; • Cf) • HJ.-1'09 •• •• 318 324 @ CONTRACTOR TO MAINTAIN LANDSCAPE FOR 90 DAYS, UNLESS OTHERWISE NOTED IN SPECIFICATIONS , WHICHEVER IS GREATER. 317 32 1 332 (9 323 325 327 331 @ @ 346 PR EPA RE D BY: t,.t-lOSCAP[ RICK 2 SOUTH POINTE DRIVE LAKE FOREST, CA 92630 949.588.0707 SUITE 27 ,'<> iraui1i ENGINEERIN G COMPANY (FAX)949 588.0709 JN 17218 ' -• L,, ~ "/: ,t;::._~ '• , gnatu~ PATR ICIA TRAUTH , PL.A No. 32 47 DATE 333 I I I I 1 1 INSTALL CAST IRON TREE GRATES WITH 24" OPENING. IRONSM ITH SUNR ISE #4858 WITH FRAME 4800F. INSTALL PER MANUFACTURERS RECOMMENDATIONS I l I I I • ~°Z''.t :;:-,: .. >~~> ', ;-~_:,. _:~-.-:;~ .. ! __,:~==~--:,--,--~---• T -~-., PLANT PA LETTE 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 Abelia g. 'Kaleidoscope' Kaleidoscope Abelia 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 \ \ \ I \ \ TYPICAL SPACING QUANTITY- Per Plan Per Plan Per Plan Per Plan 36" 0.C. 5 12" o.c. 23 36" o.c. 5 48" o.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. . ""-·-·---"" ·-· KEY MAP REVIEWED, PATRICIA TRAUTH, P.L.A. ~ )<Cl l I 1i>QJ \1 20 APPROVAL RECOM MENDED, LANDSCAPE ARCHITECT P L.A No. 3247 DA TE, 1---l----+-----1-------------------1 PA TRICK ARCINIEGA R.C.E. 70740 SENIOR ENGINEER DESIGNED, DRAWN, ~:icr""":-~M~S t-;,;~--'M~Si---.l---L--j_ ________________ j DA TE, __ 1~1L/2i/~16~-- I CHECKED, DATE, PT 10 31 16 'I 'I ~ \ "' I 10 . \ 1\ I \ I I \ 0 ' \ ' I ' I I ' \ 20 40 60 GRAPHIC SCALE 1 "= 20' PLANTING PLAN POPPY AVENU E STA 10+00.00 TO STA 23+62.00 C ITY OF NE WPORT BE AC H PUBLIC WORKS DEPARTMENT C-6189 LP-3 R-6070 -S SHEET 17 OF 18 1-u CJ C. 0 DIMENSION-PEDESTRIAN A B 2" TO 12" SIZE 30" 24" DIMENSION-VEHICLE A B 2" TO 12" SIZE 36" 30" C D 12" 4" C D 24" 4" CD PAVING @ SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL @ LATERAL LINE SEE LEGEND FOR SPECS @ CONTROL WIRE SEE LEGEND FOR SPECS @ UNDISTURBED SOIL @ MAINLINE SLEEVE, SEE LEGEND FOR SPECS PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. NOTE: SEE#6 G) ROOTBALL, TO BE PLANTED 2"-3" ABOVE FIN ISH GRADE (;) AMENDED BACKFILL MIX @ WATER BASIN @)MULCH @ FIN ISH GRADE @ WIDTH TWICE DIAMETER OF CONTAINER (V PLACE ROOTBALL ON NATURAL GRADE @FERTILIZER TABLETS @ (2) 2" DIA X 1 O' LONG, LODGE POLES , PLACE OUTSIDE ROOTBALL AND DO NOT PIERCE ROOTBALL @(4) BLACK PLASTIC CINCH-TI E WITH ONE TWIST NAILED TO STAKES, SHALL NOT DAMAGE BRANCHES ([j) ROOTBARRIER @ CURB OR PAVING 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 PAV ING. INSTALL ROOT BARRIER PER MANUFACTURE'$ RECOMMENDATIONS. SEE PLANTING SPEC. FOR ROOT BARRIER SPECIFICATIONS. LENGTH OF ROOT BARRIER SHALL BE 5' MINIMUM IN BOTH DIRECTIONS (10' TOTAL) FROM THE TRUNK. TREES IN TURF TO RECEIVE 3'-4' DIA MULCH RING AROUND TRUNK. ROOTBALLS SHALL BE 2"-3" ABOVE FINISH GRADE. TREE ST AKES SHALL NOT PIERCE ROOTBALL. PREPARED BY : RI CK ENGINEERING COMPANY 2 SOUTH POINTE DRIVE -SUITE 27 LAKE FOREST, CA 92630 ~ , • "• "' 949.saa.0107 ..., 0:.1~~~ .. w .c; (FAX)949.588.0709 JN 17218 /" ''00 0 '" 11-30 PATR ICIA TRAUTH, P.L.A. No. 3247 DATE 18" REVIEWED: PATRICIA TRAUTH , P.LA LANDSCAPE ARCHITECT P.L.A. No. 3247 DATE: DESIGNED· DRAWN CD NATIVE SOIL 0 CONCRETE SIDEWALK @ 12" LINEAR ROOT BARRIER (DO NOT ENCIRCLE TREE) 0 NATIVE SOI L BACKFILL ® NATURAL GRADE 20 APPROVAL RECOMMENDED f-----1--+----+------------------ f.---lc----+----+-------------------1 PATRICK ARCI NIEGA R.C.E. 70740 SENIOR ENGINEER "unirni:-~M~S liJ;~--M~Sf---f----1-----1-----------------_j DATE: __ 1'--'1'---'/2,_,_/-'-'16'------ 1 CHECKED : DA TE : PT 103116 10 0 20 40 60 GRAPHIC SCALE 1 "= 20' LANDSCAPE DETAILS POPPY AVENUE STA 10+00.00 TO STA 23+62.00 CITY OF NEWPORT BEACH PUBLIC WO RK S DEPARTMENT C-618 9 LD-1 R-6070-S SHEET 18 OF 1 8 1-w (J) 0 (Il