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HomeMy WebLinkAboutT_6028_SSCALE: 1"=40' w ::) z w ~ 0 , e+oo 10·(?)-I z m,a,,,,,~ -~,~-=~• = --~ SHc= ~ = --== KEWAMEE DRIVE I , ' 2 0 ~ <( 0 0 ~ \ \ ... i.l 1 +I'! ......... v,,,, ••• ," •• -,,~, ·--·· • -· i 1~ [ LCD-tcD 1!~ ® ~ ' 1 AVOCADO : AVENUE : SECOND AVENUE <t I 11 o' I 90' . B B u u F iRAVEL PAAKING RAISED P/IRKING TRAVEL BIKE ~ PAAKING PNI.KWAY PARKING F EIKE LANE MEDIAN LANE LANE UINE E LANE LANE E LANE LANE R 1 o· 8' 3 5' 12' 8' 18' 8' 12' 5' I I I I I I I I I I I I I I I SOU1HBOUND NORTHBOUND PROPOSED TYPICAL CROSS SECTION A-A AVOCADO AVENUE SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2010 EDITION CAL TRANS STANDARD PLANS, NOVEMBER 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 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 APPROVAL BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKING, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. 6. R81 (CA) SIGNS TO BE SIZE 12" x 8". 7. INSTALLATION OF TRAFFIC SIGNS SHAU_ BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT MIN CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). 8. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF THE SECTION 310-5.6.6 OR BY A METHOD APPROVED BY ENGINEER. 9. BUFFERED BIKE LANES SHALL INCLUDE CROSS DIAGONAL HATCH STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE INNER CROSS HATCH STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 50 FOOT INTERVALS UNLESS OTHERWISE NOTED, SEE CONSTRUCTION NOTE @. R 3 s' I I I I PAAKWAY 1 o· CD 0 0 0 ® ffi ® ® ® ® THIRD AVENUE FOURTH AVENUE LLJ I °;:' n _ao..:_ ~ ~ BO' ~ ~ <C LI.JO Iii!-00 • 0 (J) ~ .~ •. _L •. ---,=···· .. ,"?=>._, ,,,~, ,~ f J ·"----1-u 2 @_J R81(CA) R81B(CA) R30A(CA) 14' TYPE 1(1 O') (2) 5 AVOCADO TYPE IV(L) (2) ®-1~ ALLEY AVENUE SIGNING AND STRIPING CONSTRUCTION NOTES LEGEND SCALE: 1 "=40' INSTALL "BIKE LANE" PAVEMENT LEGEND AND ARROW AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). f///77) tZZZZZJ EXISTING RED CURB (PROTECT IN PLACE) PROPOSED RED CURB INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL PAVEMENT LEGEND AS SHOWN. INSTALL 4" WHITE EDGELINE. PAINT RED CURB, LENGTH AS SHOWN. CROSS HATCH STRIPE SPACING PLACED AT 25 FOOT INTERVALS FOR BUFFER SEGMENT. PROTECT IN PLACE EXISTING SIGN. REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS; "UNIFORM SIGN CHART". 0 40::,___ 80:..,.__ __ 1:..:;20 SCALE: 1" = 40' 0 'O 0 0 0 > <{ (/) OJ N 0 ,o f-/' (/) z < _J o_ /' n 0 0 I <IO o_ <( () E 0 L Q' 0 " c__ 0 <l) ,n I L') ()) o:) L') I u / w CJ < 7 < Ct: u C 7 <( if_ f- LL l_i, Ct: f-(/) 0 0 N /' (f) f-u l.J ~ 0 [" (L f-z w ,::r:: Ct: :::, u I *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. cf) >= LL / if> ~ 0 C-5895 -~ -----..,...---------------,-----,i--------"'I"':":~~~----.... -----------------------;§ APPROVED BY: o SIGNING AND STRIPING PLAN (REVISED) ~ Q) .{;-0ol-l.Y 8-,'>1, , ,, . AVOCADO AVENUE ~ ~ ~ ~ ,.,,4,-7-.. ,.,--.,~""-1;;..:':')·-cr·•--,, E' ~ = No. 45521 AM:HONY BRINE, 'RCF 45521 FROM COAST HIGHWAY TO V\IATERFRONT DRIVE ~ * EXP. 12-31-16 1,......:;;;.Cl...,;7 ':_-.;.;R;;;.~F.;_;Fl;..C .;;;E~.;.;IG...,;IN,;;,;EE;.;.;R....-li-------------------.-------i> J'~l'f' CJV\\. ,<:,"'-~ DC:SIGNcD BS DRA'/INJc/R.G. CITY OF NEWPORT BEACH L_T_-6_0_2_8_-s_-l~.J Of C ,1.I' ,-• , 'PPROl''·.D " CHECKED: DATE: PUBLIC WORKS DEPARTMENT Sf-EET 1 OF ,i ? L _____________________________________________________________ ....1..:.;N.:.;o·..J.._:D.:..AT..:.E_.1..o:.:'E.:..:sc.:..RI_Pr..:I0.:..N..:.o_F,,.;RE:..vI_sIo_N_s ________ ...J._" ___ J.... ______ ..J.. __ -a:..B.S;:.i . .._.:.:11.1..1:.:a.o..:.12~c,.;;;.is1...... ________________ -'-~-----1.......1LL SCALE: 1 "=40' 5+00 R81(CA), R81B(CA) S & POST (0 -~~ ,u••• ••==' ''""""'' ,.,,.,,,, q s= '"-"'"" _,,_ -- R81(CA} R81A(CA} R30A(CA) B u ALLEY 't. I 11 o' I 90' 125' B u 1 i~: I I I I SECOND AVENUE I PARKWAY PARl<ING ~ EIKE TRAVEL PARl<ING RAISED PARl<ING TRAVEL EIKE ~ PARl<ING PARKWAY LAI£ E LAI'£ LANE I..AI£ MEDIAN LAI'£ LANE LAI£ E LAI'£ R 1 o· 8' 3' 5' 12' 8' 18' 8' 12' 5' I I I I I I I I I I I I I I SOUTHBOUND NORTHBOUND PROPOSED TYPICAL CROSS SECTION A-A AVOCADO AVENUE SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2010 EDITION CALTRANS STANDARD PLANS, NOVEMBER 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 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 APPROVAL BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD. 4. MATERIALS SHALL COMPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKING, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. 5. FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. 6. R81 (CA) SIGNS TO BE SIZE 12" x 8". 7. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON SIDEWALKS SHALL PROVIDE 7 FT MIN CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). 8. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF THE SECTION 310-5.6.6 OR BY A METHOD APPROVED BY ENGINEER. 9. BUFFERED BIKE LANES SHALL INCLUDE CROSS DIAGONAL HATCH STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE INNER CROSS HATCH STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PJ..t.CED AT 50 FOOT INTERVALS UNLESS OTHERWISE NOTED, SEE CONSTRUCTION NOTE (§,). R 3' 8' 1 o· I I I I AVOCADO KEWAMEE DRIVE I I 120·1 20·1 j ~ll l R81{CA) R81B(CA) S 14' ALLEY AVOCADO AVENUE SIGNING AND STRIPING CONSTRUCTION NOTES G) INSTALL "BIKE LANE" PAVEMENT LEGEND AND ARROW AS SHOWN. @ INSTALL BIKE LANE LINE (DETAIL 39). 0 INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). © INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL PAVEMENT LEGEND AS SHOWN. INSTALL 4" WHITE EDGELINE. PAINT RED CURB, LENGTH AS SHOWN. EX. DRIVEWAY (TYP.) . I LEGEND I I FOURTH AVENUE SCALE: 1 "=40' f / Z 7 / / J EXISTING RED CURB (PROTECT IN PLACE) 1 Z Z Z Z Z J PROPOSED RED CURB E o_ CI) .,.., N a, C 0. ~ ~ (J) 0 <J 0 0 0 > <l'. (fl OJ N 0 <D f---/ (fl z <l'. _J 7 n ~ 0 0 I U) ~ Q_ <l'. u E 0 L "' 0 L Q_ 0 <l) (J) >, L L :, (J) <[) ~ I v <[) a, O'.J <[) I u / w 0 <l'. z <( [t'. 0 0 z <l'. U) f---w w [t'. f--- U) 0 0 N / (J) f---u CROSS HATCH STRIPE SPACING PLACED AT 25 FOOT INTERVALS FOR BUFFER SEGMENT. PROTECT IN PLACE EXISTING SIGN. w 7 0 ct'. Q_ REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTIMENT OF TRANSPORTATION, (CAL TRANSJ "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. 0 40 80 120 '------'-', SCALE: 1 • = 40' f---z w ct'. ct'. ::) u CI) I "' >= > "' ~ 0 C-5895 i ----------------------,----r-------"T"'."==:-;::-:----"T"'-----------------------,§ APPROVED BY: ;:., ,# "'ol'I Y e'? c.: ~ /-1,_ "(" <" No. 45521 EXP. 12-31-16 ~? C/V\\. ~ SIGNING AND STRIPING PLAN .,, Q) L AVOCADO AVENUE ~ / 45521 FROM COAST HIGHWAY TO WATERFRONT DRIVE 11; 1--.,;;C;.:.ITY.:...:.:.;;,;:;,,;.~~N.;.:E;;;.ER;._+------------------,---:::-'.:"'.:":::'.'-::--::::--"""1~ DESIGNED: s.s DRAWN: J.L. c1rY oF NEWPORT BEACH 1---T_-6_0_2_a_-_s---1 ~ APPROVED CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 / L _____________________________________________________________ ..1..:.:,No:. . .J.......:.DA .... T.:,E _J.:D.:.Es:.:.c .... R1P_r_10N_oF_R_E_v1s_1o_Ns _________ .J.... __ L. ______ ..._ __ ...aB;;;.;;.S;;1,. __ ;;:,,.;9 ,,:;;20;:;;15~ ________________ ......., _____ __,"-