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Home My WebLink AboutT_5837_S~------------------------------------------------------------------------------------------------------------------i ~ 0::: 0 VJ 1--1-'---,-- ; DOVE STRE '~ u \ QUAIL STREET VICINITY MAP N.T.S VICINITY MAP N.T.S. TABLE OF CONTENTS PROJECT NUMBER STREET NAME T-5812-S T-5819-S T-5820-S VON KARMAN AVE. NEWPORT PL. CORONA DEL MAR AREA (.3 SH.') ORCHID AVE. (SH. 2/.3) POINSETTIA AVE. (SH. 3/3) SEAVIEW AVE. (SH. 2,.3/3) NARCISSUS AVE. (SH. 1,2/3) MARGUERITE AVE. (SH. 1,2/3) MARIGOLD AVE. (SH. 1 /3) SANTA BARBARA \ I I I I I PROJECT NUMBER T-5821-S T-5822-S T-5823-S T-5824-S T-5825-S STREET NAME AVOCADO AVE. F ARALLON DR. SAN MIGUEL DR. DOMINGO DR. CLUBHOUSE AVE. SANTA ANA AVE. KINGS RD. SAN CLEMENTE DR. VICINITY MAP N.T.S. PROJECT NUMBER STREET NAME T-5826-S T-5827-S T-5828-S T-5830-S T-5831-S T-5832-S SANTIAGO DR. QUAIL ST. LA SALUD OASIS SENIOR CITIZENS CENTER PARKING LOT CORONA DEL MAR COMMUNITY YOUTH CENTER UNIVERSITY DR. LA VIDA LA FELICIDAD PROJECT NUMBER STREET NAME T-5833-S T-5834-S MAR VISTA DR. IRVINE AVE. CAMPUS DR. DIRECTOR OF PUBLIC Vvvr,r\S VI CINI TY MAP N.T.S. DATE: R.C.E. NO. 16791 EMERGENCY TELEPHONE NUMBERS AGENCY DAY NIGHT APPROVED: _______._S(',.;-yj""-'' A'..."'<d,"""---'t---'11'--~===bi.:__ _______________ _ DATE: CALL TOLL FREE 1-800-422-413 3 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION UNDERGROUND SER~CE ALERT 1 (800)-624-8153 1(800)-611-1911 611 644-3011 962-2411 542-6222 1 (800)-422-4133 1 (800)-624-8153 1 (800)-611-1911 611 644-3717 644-6222 1(800)-422-4133 PREPARED BY : TRANSPORTATION & DEVELOPMENT SERVICES MANAGER R.C.E. NO. 22045 REVISIONS APPROVED NO. DA TE B1 APPROVED TRAFFIC ENGINEER 1--+--+--+----------\-----j RCE NO __ DATE TRAFFIC STRIPING s.,s;de p,- l--+--+--+----------1----i DES~~NED BY 0:.:wN BY CITY OF NEWPORT BEACH H--' _ _;~~,_::-~~~~~~~~~~~~~~~~~~~~~~~-="~~~~~_:=7_.__CH~~\~~:E_D_BY~~~t'5T~-~"~-~_PU_B_LIC_WD_R_KS_D_E_PAR_TM_E_NT~~S_HE_ET_1_ 0_F_"f z C ~ [lJ m JJ g ('\, c,-, :::s-- n) (I) '-t- 0 JJ ~ z (j) z C ~ [lJ m ]J ) / 0 JJ ~ z (j) 1 '=40' DETAIL 39A, 200' DETAIL 39 DETAIL 38 DETAIL "39A, 96' ~ ~<q M -~ -175' ~ -fJ -180' Jr 90' GAP -205' O' -Jr 90' - DETAIL 32 DETAIL 9 DETAIL 39 -ru - TRANSITION DETAIL 38 DETAIL 22 DETAIL 32 DETAIL 22 DETAIL 38 DETAIL 38 --- -----------------GP.P -90' 1 O' -------cu -----0 --DETAIL 9 DETAIL 39 DETAIL 22 -"'---- ------ 0 -;;;t""---.a52!0!.'...' .,._ ----- 60' --0 90' -GAP 0 ------ru --90' GAP --()' 50' ..-, -(\J --DETAIL 9 DETAIL 27B ---4' \.IHITE DETAIL 39A, 200' 4' \./HITE ----------DETAIL 22 DETAIL 39 BAYSIDE DRIVE DETAIL 9 DETAIL 39A, 96' DETAIL 9 DETAIL 32 DETAIL 39 -------= -----=== -----=--=== =---= ---=----DETAIL 27B --:=a-DETAIL 9 DETAIL 39 BAYSIDE DRIVE DETAIL 39A, 96' -------- ----DETAIL 32 --------- LEGEND CONSTRUCTION NOTES !. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STA TE OF CALIF. DEPT. OF TRANSPORTATION STANDARD PLANS, 1992 EDITION. 2. ALL 12" WHITE OR YELLOW STRIPING SHALL BE THERMOPLASTIC, UNLESS OTHERWISE INDICATED. 3. ALL PAVEMENT MARKINGS, INCLUDING ARROWS, LEGENHDASLL AND LANE LINE EXTENSION THROUGH INTERSECTION S • BE THERMOPLASTIC. UNLESS OTHERWISE INDICATED. 4. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY. 5. ALL EXISTING PAVEMENT MARKERS MUST BE REAMROKVEERDS PRIOR TO SLURRY AND REPLACED WITH NEW M . UNLESS OTHERWISE SHOWN. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE S GLASS COVERED REFLECTIVE FACES OR BE 3M SERIE 290 MARKERS. 7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 8. ALL STOP BARS TO BE 12" WHITE @ 1 /2 /', UNLESS OTHERWISE NOTED. s \JAIT HERE B l ~ ~ 4 t EXISTING TO BE PROTECTED IN PLACE "WAIT" TO BE INSTALLED PER STD 24D "HERE" TO BE INSTALLED PER STD 24D •BIKE' TD BE INSTALLED PER STD A24E 'LANE' TD BE INSTALLED PER STD A24E TYPE IV ARRD\./ TYPE VIII ARRD\.11 TYPE VII ARRD\.11 TYPE I ARRD\.II (5') BAYSIDE DRIVE NOTES: Striping for Details 8, 9, 27B, 37B, 38, 38A, 39, 39A and 40 shall be white, Caltrans approved "Sprayable Thermoplastic" applied at at a minimum thickness 0.45 mm. Striping for Details 21, 22, 24, 25, 28, 29, 31 and 32 shall be yellow, Caltrans approved "Sprayable Thermoplastic" applied at a minimum thickness of0.45 mm. All pavement legends including arrows shall be "Sprayable Thermoplastic" applied at a minimum thickness of 0.45 mm. All crosswalks and limit lines shall be applied at a minimum thickness of 0.90 mm. 1'=40' ~ \ SCALE, ~ -- TRANSITION 12' \.IHJTE THERMOPLASTIC - 1'=40' -- - DETAIL 39 DETAIL 32 ~ "'" -z -:::s -DETAIL 9 -= \J:! t:..) -~ -';:.\ --- DETAIL 27B DETAIL 39 DETAIL 32 DETAIL 9"-'c:c---- -------------------- ---- REVISIONS 1-N..:O.::.:+ • ..:D..:A_T..:E'-I-_B_Y+------------iA_P_P_R_o_v_E_□, 'l;'~~~"f. -~fb~R=~~1 R.C.E. NO. 2204'.S 1--1----1---1---------------r-----,DATE: ,J.,nr 26, 2.000 DESIGNED BY: DRAWN BY: f---f----jf---jf--------------1 ---1 MA PA l---+---+--1---------------t----1 CHECKED BY: .DATE : JB 116/15/00 DETAIL 37B, 175' STRIPING PLAN BAYSIDE DRIVE FROM 100' NORTH OF COUNTY RD TD COAST H\./Y E. CITY OF NEWPORT BEACH PUBUC lfORKS DEPARTIIENT --- ·-, T-5837-S SHEET -,:. OF .q " ~ 2 I fl D 0 " m D ' 0 " '-' -0 " ~ D '-' -rn ~ < . z D C z C ~ m -" -~ ' " ~ C > ' " z m " > C m D " z a ~ z I D r D ~ " 0 D ~ ~ m D ! 0 < z D C z < -~ ' " -0 ' ~ " > " z _m " p C ~ I . D '-' 2 a I 1. I. £ z I ~ ~ 8 0 D D -0 ;g -m D ~ -rn C < " <l 00 z C . s. OJ !:fl -t 0 :0 v,. )::, ~2: <'--z " G1 """iz C s. OJ m :0 ;~~□ 3 ::0 J ~ "a< ~ c:,, z -G] &~~ ~ <), s. ,._OJ "' !:fl -;-- ~ -f- ) 0 :0 ~ z G1 4' \./HITE --t---... DETAIL 9 DETAIL 39 DETAIL 38 DETAIL 32 DETAIL 37B DETAIL DETAIL 27B\ 39\\ 00 L[) ---- DETAIL 22_) CONSTRUCTION NOTES 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIF. DEPT. OF TRANSP□RTATI □N STANDARD PLANS, 1992 EDITION. 2. ALL 12' \./HITE DR YELL □\./ STRIPING SHALL BE THERMOPLASTIC, UNLESS OJHER\./ISE INDICATED. 3. ALL PAVEMENT MARKINGS, INCLUDING ARRD\./S, LEGENDS AND LANE LINE EXTENSION THROUGH INTERSECTION SHALL BE THERMOPLASTIC, UNLESS OTHER\./ISE INDICATED. I 4. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRl□ R T □ SLURRY. 5. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRl□ R T □ SLURRY AND REPLACED \./ITH NE\./ MARKERS, UNLESS DTHER\./ISE SHD\./N. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES □R BE 3M SERIES 290 MARKERS. 7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 8. ALL STOP BARS TD BE 12' \./HITE @ 1/2 t:. UNLESS □THER\./ISE NOTED. \ ' I s B L ~ t \ DETAIL 22 LEGEND EXISTING T □ BE PROTECTED IN PLACE 'BIKE' TD BE INSTALLED PER STD A24E 'LANE' TD BE INSTALLED PER STD A24E TYPE. IV ARR□\./ TYPE I ARRD\./I (5') DETAIL 39A, 80' f,()' o,()' DETAIL 22 NOTES: ------- +-"' SCALE, 1'=40' ·~ BAYSIDE -= DRIVE 00 L[) -- Striping for Details 8, 9, 27B, 37B, 38, 38A, 39, 39A and 40 shall be white, Caltrans approved ''Sprayable Thermoplastic" applied at at a minimum thickness 0.45 mm. Striping for Details 21, 22, 24, 25, 28, 29, 31 and 32 shall be yellow, Caltrans approved "Sprayable Thermoplastic" applied at a minimum thickness of 0.45 mm. All pavement legends including arrows shall be "Sprayable Thermoplastic" applied at a minimum thickness of 0.45 mm. All crosswalks and limit lines shall be applied at a minimum thickness of0.90 mm. BAYSIDE DRIVE 80' TRANSITION 00 " 0 -(\J ----- DETAIL 39 DETAIL 27B )'\\ SCALE, 1'=40' \ ls I/ I/ r1 I/ & "' i'f I ;;j DETAIL 29 :!) ""\\ DETAIL 29 ~ ~-~ ~ ----\ \ L[) .., A'cJ' -' -1 (J', -<:,()' 40' 0 ------------------40' -----f') -------I I/ 260'___/ DETAIL 39A, DETAIL 38 300' TRANSITI □N SCALE, 1'=40' DETAIL 22 REVISIONS APPROVED 1-N-O-.... D-A_T_E-,--B-Y.-------=c..:::..:..=:.:..=.::.:.:::. ____ ___,,_AP_P_R_O_V_E--ID O;J,;,J.,r/Vl ~ 'ilkfu:tNGl~EER R.C.E. NO. 2204$ DATE: JuM. 2b 1 ~000 l--+---+--+--------------1------1 DESIGNED BY: DRAWN BY: MY MY 1---+----+--1--------------1-------1 CHECKED BY: DATE : .JB 06/15/00 DETAIL 22 I 0:, I -- (\J (\J - -i ~ ------- STRIPING PLAN BAYSIDE DRIVE FR□M 100' NORTH □F COUNTY RD. T□ COAST HVY E. CITY OF NEWPORT BEACH PUBUC lJORIS DEPAimlENT T-5B37-S SHEET~ OF 4 ~ z 5 r □ ~ 0 0 0 D n 0 ~ g 0 0 ~ ' z 0 C z < ' • m . -D -0 " ~ c, • D 2 !" 0 p C ~ 0 n z s ~ z 5 r 0 ~ 0 0 0 D n o n m 0 ~ " ' 0 z C C 2 i D ~ ~ " • D z m c; p C ~ 0 Jl s J' c,, -:;;::l... ~ ~ z C ~ rn m ]J 0 ]J ~ 2 G) z C s'. rn fl ~,□ Il ~C>~ ~ -~ -z ;ii. '< [i) ..., .. z ~~c 5'. elf~ ~ ) -) \) 0 'v '"'j J ~ □ ]J ~ z [i) C\l i:,:... E-r=:l "' r=:l ~ CD -r=:l ..:l ffi ::c: in ro u -r=:l E-r=:l «: IZl ::,;! DETAIL 22 CONSTRUCTION NOTES I. ALL STRIPING DETAILS. MARKINGS, ETC., SHALL BE PER STATE OF CALIF. DEPT. OF TRANSPORTATION STANDARD PLANS, 1992 EDITION. 2. ALL 12' \./HITE DR YELL □\./ STRIPING SHALL BE THERMOPLASTIC, UNLESS □THER\./ISE INDICATED. 3. ALL PAVEMENT MARKINGS, _INCLUDING ARRD\./S, LEGENDS AND LANE LINE EXTENSION THROUGH INTERSECTION SHALL BE THERMOPLASTIC, UNLESS OTHER\./ISE INDICATED. 4. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY. 5. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY AND REPLACED \./ITH NE\./ MARKERS, UNLESS □THER\./ISE SHO\./N. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS COVERED REFLECTIVE FACES DR BE 3M SERIES 290 MARKERS. • 7. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. 8. ALL STOP BARS TD BE 12' \./HITE le 1/2 /',, UNLESS □THER\./ISE NOTED. 2 +~ SCALE 1' = 40 ·~ BAYSIDE DRIVE +~ SCALE I' = 40 ·~ BAYSIDE DRIVE DETAIL B NOTES: Striping for Details 8, 9, 27B, 37B, 38, 38A, 39, 39A and 40 shall be white Caltrans approved "Sprayable Thermoplastic" applied at at a minimum thickness 0.45 mm. ~!riping for Details 21, ~2;,24, 2_5, 28, 29, 31 and 32 shall be yellow, Caltrans approved Sprayable Thermoplast,c applied at a minimum thickness of 0.45 mm. A!' !'aveme~t legends including arrows shall be "Sprayable Thermoplastic" applied at a mm1mum thickness of0.45 mm. All crosswalks and limit lines shall be applied at a minimum thickness of0.90 mm. DETAIL 22 DETAIL B <t _1Z -"" <t <[ I-u w AD 1-z --l.'.Jo WO "'~ BEGIN STRIPING 1 oo· (FEET) NORTH FROM CENTER LINE OF COUNTY ROAD. DETAIL B REVISIONS 2 335' 240' (D INSTALL TYPE 0A0 MARKER RUMBLE STRIP PER DETAIL 'A' THIS SHEET. @ INSTALL 4" WHITE EDGE LINE WlTH TYPE 'G' MARKERS AT 8' O.C. 4' 6' n 4' CLR DETAIL 8 1 2 EX. FACE/CURB . . . . . . . . ·1 EX. FACE CURB . . . . . . X DETAIL A TYP. -I r Jo INSTALL TYPE 'D' REFLECTORS 4' 1/ DOUBLE YELLOW 2, ~ D □ □ □ □ □ □ □ □ □ □ □ MODIFIED DETAIL 22 DETAIL B ROVED STRIPING PLAN ~ ~ ~ -:6 ~ ~ 1-N_O_.+-D_A_T_E +-B_Y-+------------+A_P_P_R_o'-v--'E:.c.iD ~t-od fr]2',lMOM6.fi,__. RAFFIC ENGINEER l--+---+-+--------------1-----1 R.C.E. NO. 2.2-045 BAYSIDE DRIVE DATE: j\/M-2(,, 1 2,0()0 l--+---+--+--------------1------1 DESIGNED BY: DRAWN BY: M\.l M\./ 1---l----1--1---------------1-----1 CHECKED BY: DATE : JB 06/15/00 FROM 100' NORTH OF COUNTY RD. TO COAST HWY E. CITY OF NEWPORT BEACH PUBLIC WORKS D!PARTIIENT T-5837-S SHEET 4 OF --f i. ' z C g] . "' C " ~ :;: ► " z .m rn n 9:1 • C a ~ z ~ ·\ ) ~' 0 -£ :0 c,, ~ ~ z ~ (j) ~ z C ;;:;: rn m JJ I '· I ) \; z ~ ~ 0 ., Ii 8 ! '£ 1 " ~ □ • "' " ; a z " < z 0 UJ C z -'