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HomeMy WebLinkAboutT_6021_SCITY OF COSTA MESA JOHN WAYNE >: AIRPORT " PRO-ECT LOCA110N VICINITY MAP NOT TO SCALE SYMBOL ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) • POWER POLE OSCO SANITARY SEWER CLEANOUT ® SANITARY SEWER MANHOLE ® STORM DRAIN MANHOLE • FIRE HYDRANT □WM WATER METER BOX & SERVICE DPB PULL BOX □GM GAS METER ®WV WATER VALVE POWER POLE ANCHOR b, MONUMENT -x-x-x-FENCE BL0CKWALL • TREE Q{J SHRUBBERY ..La. JL,L~ ~ ASPHALT PAVEMENT ::::::::::::: :;: BRICKWALK I · • · · I --.. ·.· . -.. CONCRETE ~//~{L////j BUILDING ----EXISTING CONSTRUCTION - - --PROPERTY LINE NEW CONSTRUCTION ---l---CENTERLINE ----S----SEWER LINE ----W-----WATER LINE ---G-- - GAS LINE --E--ELECTRICAL LINE --T TELEPHONE LINE -CATV-CABLEVISION LINE -SP-SPRINKLER SYSTEM --¢ -0- STREET LIGHT SIGN CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG 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 CATV CABLE TV Cl CAST IRON l CENTERLINE CNB OTY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST /ELECTRIC EC END CURVE ECR END CURVE RETURN EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK GE GROOVED END IP&T IRON PIPE AND TAG LT LEFT MAX MAXIMUM MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER 0G ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT RW RECYCLED WATER SCH SCHEDULE s SEWER sea SEWER CLEANOUT SMH SEWER MANHOLE SHT SHEET SW SIDEWALK s SOUTH SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE w WEST/WATER W/ WITH PUBLIC WORKS DEPARTMENT NEWPORT BEACH BIKE LANE PROJECT GENERAL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK}, 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND THE CllY 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. J. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION. 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 SPRAYABLE REFLECT0RIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 FT MIN CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). B. 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 75 FOOT INTERVALS. (JAMBOREE IMPROVEMENT ROAD, SAN JOAQUIN HILLS ROAD, AND SPYGLASS HILL ROAD) FEDERAL PROJECT NO. CML -5151 ( 02.c;) C-5 53 -•= '{2,.,/JJ<I. di) CITYENG EER 7-/1--/l/ DATE: _____ _ EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC/AT&T TELEPHONE COMPANY CITY OF NEWPORT BEACH UTILITIES DEPARlMENT ORANGE COUNTY SANITATION DISTRICT ADELPHIA COX COMMUNICATIONS UNDERGROUND SERVICE ALERT DAY (800} 624-8153 (800) 611-1911 ~ 800~ 332-1321 949 644-3011 714 962-2411 (714) 542-6222 (800} 422-4133 (949) 644-3717 38TfCHNOlPGY DRIVE, SUITI: 100 IIIVINE, CA 92618 949.923.6QOQ ,m- k,,~~ _ _:;r -~--,,,,,..,,.,,,-,,------,,----,-=---,---------DAlE: 5/9/2014 ROCK E-MILLER RCE 29493 APPROVAL RECOMMENDED: ~~c?---./~- CONSTRUCTION NOTES STRIPING CONSTRUCTION NOTES &--wsrALL BIKE LANE LEGEND AS SHOWN. @--wsrALL BIKE LANE LINE (DETAIL 39). ~ALL BIKE LANE INTERSECl10N LINE (DETAIL 39A). ~•ALL CHAANWZlNG LINE (DETAIL 38A). ~ALL 1YPE IV (R) PAVEMENT AARCJ#. ~!: LOOP DETECTORS, SPLICE TO EXISl1NG DLC PULL BOX. ~TE EXISTING SIGN. @----Ro«M: SIGN OR MARl<ING. ~NSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CALlRANS) "UNIFORM SIGN CHARI"_ @-aUFFEREO BIKE LANE SHEET INDEX 1 TITLE SHEET 2-8 SIGNING AND STRIPING PLAN -JAMBOREE RO BIKE LANE 9-13 SINGING AND STRIPING PLAN -SAN JOAQUIN HILLS RD BIKE LANE 14-16 SIGNING AND STRIPING PLAN -SPYGLASS HILL RD BIKE LANE C-5653 REVIEWED: TONY BRIN 521 1-.::;;;;;'i' SOMMERS, RCE 65241 TITLE SHEET NEWPORT BEACH BIKE LANE IMPROVEMENT PROJECT (JAMBOREE ROAD, SAN JOAQUIN HILLS ROAD, AND SPYGLASS HILL ROAD) OTY TRAFFIC ENGINEER SENIOR CIVIL ENGINEER DATE: 7 -l'f -1'f DESIGNED RC RM ORAI\W RC DAlE 5 9 2013 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-6021-S SHEET 1 OF 16 G2s-2 \ ' \ \ \ ' \ ' \ \ 2 L=50' \ 4 L=153: R=103 1 2 L=337' -----R26 (CA) s: -)> q ------i -0 "-I I -"-I r -z "'.: fTl -0 " ef' 24 -- (J) OJ -i -)> "'.: -l -0 "-I z N N + 0 0 2 L=208' 3 L=150' 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, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. " s 1 'i •• -"'.: --"-I -"'.: OJ -";}) -;p· q -"'.: -"-I 5 4 L=200' L=200' R81 (CA) ON E* SL " :::0 :::c:1 m-< ~~· (') ' C ~ 0 0 z C :::0 LEGEND .if -------------,,,. -=-=---------.. ~ G'• JAMBOREE RD 3 L=200' 1 I a:: Cl >-I <(' IXI : ~1 ~I IXI' OJ -r-----"-1 ---i s: )> FJ :r: t~---~-----,-~1ti~c---_77J--1~_:i--~-~,.-~---=···=···=···!--~-~--t!"'~-~I 1 I 6~ER (60') B TYP. W3-3 JAMBOREE RD --+ _ _ ___ _ _ R28 (CA) R2!l (CA)_ 1 -- L=32' R=35' -q --"'.: -"-I -"'.: -q OJ -"'.: -"-I -"J ,. ,. 28 (CA) i----100'--r----i 3 L=50' R L=57' -EXISTING STRIPING, SIGNS, & MARKINGS -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS ffi 0 ffi R28 (CA) L=50' NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT). " 2 L=445' ,, -- ® ~ INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. PROTECT IN PLACE EXISTING LOOP DETECTORS REMOVE. PAINT AND SIGNS TO BE REMOVED. ® INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CALTRANSJ "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. 0 --i ~ -)> "'.: -l -0 -I "-I -r "'.: z -fTl (J) --i "'.: )> --I -"-I 0 --z (,J ---------------t,.J OJ -,,,.. + 0 0 ® BUFFERED BIKE LANE. 40 __ 111_80~ ___ 120 SCALE: 1• = 40' 38 TECHNOLOGY DRIVE, SUITE l 00 IRVNf, <;A 926111 9$.923.6000 - _ _!;_;k)~· ~. ~C:_.;~:'.J•~"#;~=:;;;;.--:-::'.::·. ;:;:::~:::· .,..,· ·.-=-·-====--:--,,..,-,.,,--DA TE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 DATE DESCRIPTION REVISIONS SOMMERS, RCE 65241 SENIOR CIVIL ENGINEER , DESI ED APPD R.C. CHECK D R.M. DRAWN R.C. DATE 5 14 SIGNING AND STRIPING PLAN JAMBOREE RD BIKE LANE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-6021-S SHEET 2 OF 16 / B TYP. ------R28 (<,7-.)---- . --~ ---_. --_. " "' ,. ~ "' --() ----_. ~ t-l. ---------3f, ------ 40 ------· -.---or --======::-------==~=-~=,.==·=-~~=-~=-==--=:---~-~-±~-~-~-~-!:-=~=~~--~--=--=~--.:~=~=~=~=~===·~·=~=~=~===.,'=-====·==-=-==-=-=-=-=-=~====-=-=-=-=-=-=·-=-=-==-=·~.,====~-===}-==--~-=-=····~ .. ':~==~==~---=-~;:~~~ i -~ -tq ~ )> -i 0 I r z /"17 f- -,i I ~ ~ -"I -.,, (/) ~~ i; -i 0 z -1>-(J) + 0 0 - f-- GENERAL NOTES -.,, -"I -"I I"! ..,. r __ .. _ . -- - 1 5 1 R28 (CA~ J, ~ ... ~ --- .. ... .. --., ··----~ -- ---- -" - / 23 (CA) 0 s R81 ~CA( ON E S 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) AND THE CITY OF NEWPORT BEACH ST AND ARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND /OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. -- --- \ I \ ~28 (CA) \ 2 ar=~~=~!4~~~~!=~e~-===-===~~~~~==-=~=~~=====~==~==~~F~=~~~~~===1~~~~~===;;===;===;~======;======;======;~=====-;;=-;=1=;===;;==;;;;===;i===i===;=;====;===;=~Rt?~8~,~r,~4=)::::::==-=-~~=~ ... ~-=_:J~t \ -----R28 (G.'1) ___ --1 1 R28 (CAJ ~ - 50 - - =1545' 2 =2810' -------Q ..,. I \ -"I ----"I ---"' -., -"' --Of ., --"' ---"I -----"!I "I -- r 1i2a (CA}-- JAMBOREE RD B TYP. LEGEND .;fJ' -EXISTING STRIPING, SIGNS, & MARKINGS .:!-~ -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS ROCKE. MILLER .... -Sb4ec 38 TECHNOI.OGY DRIVE, SUll1: 100 ~E, CA 92618 949,923.6000 t ..,. mm l i s JAMBOREE RD @TYP. R28 (&A} ------ ?-I )., -- -.. ---,. .iJ----·- -----------------\ -----·-------Q .. , ·---. ·--~ 1(55) Jt• /"),------\ ::; i / t-<:.C' (CA) ~L ® R28 (CA) ~=7 1 150' 1 R4-4 ON EX SL NOTES INSTALL BIKE LANE LEGEND AS SHOWN, INSTALL BIKE LANE LINE (DETAIL 39). 5 INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT), s R81 (CAl ON EX S R2 1(55) J, -------- .. ., ---------·----. ----------------------. -\ --------------- \ - 2 ® L= 36' 4 5 L=236' CD 0 0 0 ® ® ® ® ® INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. PROTECT IN PLACE EXISTING LOOP DETECTORS REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CAL TRANS; "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *All CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. ® BUFFERED BIKE LANE. REVIEWED: -,i I -~ ~~ -~ -.,, 0/ l -~ .iJ--Q -----Q / -----~ <•, -' / 'R28(i~ R3- • ' I 0 1 1 V V / !I. - ~ ~ 6 40 -- r -;z f'TJ (/) i! ::j 0 ;z U1 Ql + 0 0 80 120 -----, SCALE: 1" = 40' SIGNING AND STRIPING PLAN SOMMERS, RCE 65241 SENIOR CIVIL ENGINEER JAMBOREE RD BIKE LANE ..... 3-31-15 _ _!!.45~-::::_~__:•··:!=!~~·:::· =· ·=• =· •--:::::.:---7=. ::_• ---~--DATE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 DATE DESCRIPTION REVISIONS APP'D DESI R.C. CH CKED R.M. DRA~ R.C, DA 5 14 CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 3 OF 16 :s::: )> -j 0 :r: r z fT1 f--t-(/) -j )> -j ' 0 z (JI co + 0 0 ( 4' Q -59 -fL ______ -·· -- OJ " --IC-=-=-i -= ---------- - - ----------------- - - - - ----- JAMBOREE RD I I • I I R3 7 I I r.--, ,0 '-1 0 s R81 (CA) ON El< sl GENERAL NOTES - ·-~ 2 L=396' R28 (CA/ . .(F 4' "" "\\;, * - - -· --- --72 (s') -~,1-15 ON EX SL D11 H - 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND /OR SIGN AGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. / I s 4-4 ON EX SL 'I" J, " R 2 -1487' ' s R28 (CJi:) ~ R81 (CA) ON E* SL B TYP. 1-15 R3-7 ON EX SL - - W11-15 2 L=50' 2 L=268' R28 (C'I) ~ -- - ~"' I :< , 7ua (CA) . R 1 5R / 3- 4 L=197' ® R-37 --- -- 2 L=634' RELOCATE ARROWS R=80' @TYP. ---- - A ,, I ., 'R28 (CA) ~ R RELOCATE ARROWS NOTES - - ' \ - - - - 4 =70' R - -If ✓;-- / ~,rr~ 5 1 --! I 1<28 (CA) 2 L=107' -..J 0 + "l 0 0 ----- 2 L=396' s R81 (CA) ON NtW POST 1 I --! I'"' --",! --",! ---.,, -4---"l -",! --'f -",! \ I --! \ - TYP.~ 2 =39 2 =500' :s::: )> -j 0 ::r:: C z fT1 (/) -l )> -l 0 z co N + 0 0 3 LEGEND INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). No. 29493 .... 3'11-15 Jr -EXISTING STRIPING, SIGNS, & MARKINGS ' .. f,.~ -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS ·- 38 TECHNOLOGY DRIVE, SUITE 100 IRVINE, CA 92618 9,49.923,6000 _.1:.A:>~. ~-~-•:;•~~~~:;:-=-===-=-=--=-DATE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT). INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. PROTECT IN PLACE EXISTING LOOP DETECTORS REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA{ DEPARTMENT OF TRANSPORTATION, (CAL TRANS; "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. 0 40 80 120 ® BUFFERED BIKE LANE. ,-----, SCALE: 1" = 40' REIIIEWED: SIGNING AND STRIPING PLAN BRAD SOMMERS, RCE 65241 1------1-------------1---f SENIOR CIVIL ENGINEER JAMBOREE RD BIKE LANE DATE DESCRIPTION REVISIONS ES! APP'D R.C. CHECKED R.M. DRAWN R.C. DATE 5 14 CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 4 OF 16 B TYP. P28 (GA}-- --------------- B TYP. 2 L=500' _...,,g7_a. (.CN--1 ------ -i 1 3 L= 00' R4-4 81 1B EX SL .. - JAMBOREE RD -----R3-7 I 1 --it;,a (Cl'\) ~ -------- ----~ (f" --'7 -----------~ R2-1(S =85' 3 L=100' 1 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, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. -•• .. .. 2 L-200' - - 2 L=359' R28 (CA) -j r-t \ ' "" -rq -------- 1-1 11-1 ON EX SL -i ---rq /r---:"~2 '"rtt(5~5);--_ =----..., R28 (CA) ----------_,c::;? -j .,c::;? .,c::;? ------------ - B TYP. W3-3 -------- --- ---...__ -... ----------------- ----------- Ci! , .. ----------- -.. -! -i $'.: )> ----i rq 0 -:r: rq r -.., z [Tl -' (/) ---i -)> .., =:! -0 rq -z rq -" -i 0 CJ) + 0 $ R81 (CA) ON EX Sl r I/ -~ I 1 fi 0, ::Of 0 ~ Cl) i;J r-. !/ ::0 , , .s::- I ),,. § , ,--< fll (/J £! I,§ , (0 -I>. + 0 0 --0 ROCKE. MIU.ER ..__29~◄=83-, .... 3-,11-15 CIVIL POST 1 LEGEND .l>---EXISTING STRIPING, SIGNS, & MARKINGS 0 0 @ NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). -EX TO REMOVE STRIPING, SIGNS, & MARKINGS 0 ® ® INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). REMOVE. PAINT AND SIGNS TO BE REMOVED. • SLd r -PROPOSED STRIPING, SIGNS, & MARKINGS 38 TECHNOLOGY .DRIVE, SUITE 100 UMNe, CA92618 • 949.923.6000 k I corr -+--1't5=.··..;;·_.·~~·--~ ... r=,-------.,...-=-~~....,· ,.,.•=-=-· -,:-:-:==--:-::::--::-::--DAlE: 05/09/2014 ROCK. E._ MtuER..RCE 29493. EXPIRE 3-31-15 INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CAL TRANSJ "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. @ BUFFERED BIKE LANE. R~WED: BRAD SOMMERS, RCE 65241 ~----1--------------t---t SENIOR Cll/lL ENGINEER DAlE DESCRIPllON APP'D REVISIONS 5 14 0 40 80 120 SCALE: 1" = 40' SIGNING AND STRIPING PLAN JAMBOREE RD BIKE LANE CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 5 OF 16 s:: )> -I 0 I r z [Tl (/) -I )> -I 0 z 0 (J') + 0 0 I-------- ""-! I -J ",! --",! --~ -.. --~ I--",! ~ - -'r ",! ""-! t ~ _g 28 (CA) ~ S::1--)> "i -I -0 "' - I .J,_ ~ RZB - - -., ___ - - - (GAJ --- - ! ------ ------ ,., "" --~ C --- --- tR28 (CA) --- - R28 {CA)_ ~ s ~ R81 ~C~ ONE - -- -----\ '·~~n Ir\\ -~ • --------- - - - - ----- , .. ,,. . .. - ---- ----- -1 R28 (CA) - - JAMBOREE RD A-""' R2-1?55~ ------R28 CA --I ~ I I. 2 =2668' \ -(CA) -(C;I,)-R28 - ---"'28 ' --_, >4 I \ --------------- ---- --- - ---- --- 111 '" '" ---- - ------ ------- 'I' \ ~ ~R:;/,0 ,n,\ \ R28 (CA) \ -------- (D 0-=2006' s ~1E~C~ s l R81 ~CAL B TYP. ONES~ 1 ! (c~/ R28 ),, ----- -R28 (CA) - -- - ' I ""'l-•. ""'l . -Ji ",! I --- ---- --- ------------ ---- - -"' r z :;:; -[Tl: I-- - - (/) ~ -I "' )>,__ -I -0 ... z'-- "' - - - - - -r- I ~ - - - - -Ls-c:: ·.; GENERAL NOTES -- ---- "' - --- ---- -- ---- - -- 'l" .. -1fl --- ---- ---- - -- ·1 - -- - __ -~28 (CA) B TYP. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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. ---- 122 - -- --- \ J \ I -- \~=~· -",! -----~ -"' '!' OJ -~ ------",! ------t..?- ",! i "i I --1828 (C~)_ JAMBOREE JOE E FOUST No. 20258 -- - ------ 124 '!" ---- -------- - - ----- - --- - - ------- ---- 111•-~ _ -s, I 26-{G:.; ------------- RD\ - ---]'--,_ 0 3 L=200' LEGEND .if -EXISTING STRIPING, SIGNS, & MARKINGS --,;JL •• --EX TO REMOVE STRIPING, SIGNS, & MARKINGS _ -PROPOSED STRIPING, SIGNS, & MARKINGS 9Mlec 38 lECHNOLOGY DRIVE, SUITE l 00 IRVN, CA 92618 949.923.6000 ~ s R81 ~CAL 1 ONE S B TYP. f6A;~ - ---R26 ------~. --- -. R28 (CA) . -· -I ""-! ' ~ -",! ---- ----- ---------",! -- --------- -------~ U4 ,,. '" 117 ---·-··-· ... -+ )> :n ----------~ -------------",! r--~ ",! m -u, 0 ' z )> < m ' ' ,,. ' ' ' ~2!l (CA)----- B TYP. 2 L=115' 4 L=115' 5 5 Q: ~lol~ \ 6 1 \ --' / \ j ,A :;'',~ / -~--------------------·--.... ---- --------",! -----~ p"' -0 ,,. --- .IC' -q <JI -~ ------",! ------~ 'r ii llli -""'l I \ R28 \C~)_ - - / \ m l -u, 0 NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). (D INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT). -~28 (CA) ---- 3 L=133' s R4-4 1 ON EX SL ------ "R28 (CA) --"ll -------I --- - - - ------ p 't" --.ff' ---- ----'f! \ t RZ-1(55) \ ----\ 2 =1203' 1@, R81 (CA( ON EX S 0 ® 0 0 ® ® ® ® ® INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. PROTECT IN PLACE EXISTING LOOP DETECTORS REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA{ DEPARTMENT OF TRANSPORTATION, (CAL TRANS1 "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. I 0 40 "i ""'l -",! --",! - ~ :n I ~ -~ -",! -",! "i - - I -·-- s:: )> ci I r z [Tl (/) -I )> -I 0 z _. (.,J 0 + 0 0 @ BUFFERED BIKE LANE. ~- s:: )> -I 0 I r z [Tl (/) -I )> -I 0 z CXl + 0 0 80 120 -----'-, SCALE: 1• = 40' REIIIEVIED: AD SOMMERS, RCE 65241 SENIOR CIVIL ENGINEER SIGNING AND STRIPING PLAN JAMBOREE RD BIKE LANE 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 75 FOOT INTERVALS. E,tp. 9-30-13 CIVIL _j_k5~r::C~· >,i~~•··<J!.~(:::. ;:====~::::;::_:;,==· =-~--OA TE: 05/09/2014 JOE E. FOUST, RCE 20258 EXPIRE 9-30-13 DATE DESCRIPTION REVISIONS APP'D DESIGNED R.C. CHECKED R.M. DRAWN R.C. DATE 5 14 CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 6 OF 16 2 L=194' R3-7 ----,/-------ft'28-{ GA 1----ft28 (CA} ---- GENERAL NOTES s::: )> -; -0 ~ I -r ~ z ,; r11 ~ U) ,; -; )> ~ -; -0 ~ z -~ ~ -(.,.I ~ 0 """:! + 0 R28 (CA) 0 ~----~ ~ .h ..,, 0 -:::r:: "l ---r--"l --< --1"77 -A. (/) -~~ ------;; ------- ::::J 0 < -.p,. /\J + 0 0 I -'!, --"l --'!! ..,, -- 3 L=90' -- "' s RB1 (CA) ON Ei< SL 1.l2 ---- 1 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. 133 - - B TYP. ---- - R28 (GA) - - --- CA """:! s::: )> --; ~ 0 -I ~ -r ~ z r11 ,,. m ,,. -'l" ... "' -U) --; ~ )> -; -~ 0 -<-! z ~ ~ -0!! ~ N + 0 () 0 JAMBOREE RD )> ~ m 1 ... "' --RZB (CA) - , .. -..:i.~---11---R28-.(CA}----- -------R2i! (CA} -- LEGEND -------------,, ------------~-J.l' JAMBOREE RD -EXISTING STRIPING, SIGNS, & MARKINGS -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS star tu: as TECHNOLOGY DRIVE, SUITE 100 IIMNE, CA 92618 949,,m,6000 _!!_45~--~~!!_-~M2~-~::::• • ~_;;.:=::~;;:;=;:;_;;,~==-:;--::-:---::-::--DA TE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 B TYP. R28 (CA}-- ~------------- 0 ® G) 0 ® ® -- NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). - INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CALTRANS1 "UNIFORM SIGN CHART". r -- Ill - 1 ON l:~t~~) ,; r z r11 U) -I ~ )> -I ~ 0 z *DETAIL NUMBERS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. ® BUFFERED BIKE LANE. REIIIEWED: 1------1------------+--i BRAD SOMMERS, RCE 65241 SENIOR OVIL ENGINEER DAlE DESCRIPTION REVISIONS CHECKED R.M. DRAWN R.C. DA 5 14 80 120 SCALE: 1 • = 40' SIGNING AND STRIPING PLAN JAMBOREE RD BIKE LANE CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 7 OF 16 R2-1(55 R28 (QA U) ----· ·------ s R81 (CA) ON EX Sl 2 =2587' 1 =75' 3 W11-15 ON EX SL s C! -ii--------------------------=---\ )> ~ -i 0 ~ z -lo ~ ~ 1-------,±------,::--~-"--------------Y---l + 0 0 150'------ s:: )> -i 0 I OJ r z ___ R3-7 __ _ -~ --"2 -C! -C! -q 107 , .. -q -R -I!: ' -\ ' -0, , ~ -~ q --I!: 2 =95' R3-7 -----R20 (CA) ~ , .. =50' , .. R RELOCATE ARROW R81 (CA) ON EX Sl ----100·---- .,. 111 ,., ~~8 1tg1~---1-.+---~~- JAM BORE E R...,).<:.._ =50' R ''"' -----L UI ~ - -- R28 (CA) --! -CJ! - -- • a R END EX STRIPING AT STATION 176+00 W9-21 ---- --~ -"' -fTI • U) -i )> -i 0 r;==~~~~~~~~~~~~~~~~==~~~-===~k:::::--=:::~-----==~~- =::::::::___~---.::::~-~:::::--~- ------- -- z ~ 0) "' C! "' 0) + .. 0 0 1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ( GREEN BOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. JAMBOREE RD R28 (CA) LEGEND .i> -EXISTING STRIPING, SIGNS, & MARKINGS .-i:.. -EX TO REMOVE STRIPING, SIGNS, & MARKINGS ROCKE. MIU.ER .... - _ -PROPOSED STRIPING, SIGNS, & MARKINGS 38 TECHNOI.OGY DRIVE, SUITE 100 IRVINE, CA 92618 M9.923.600Q mm 0 ® 0 0 ® ® .::__ ______ ::::-----..._ ----- R28 (CA) ------R2B (C~) 1 NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CAL TRANS/ "UNIFORM SIGN CHART". ---------- 3 L=200' *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. ® BUFFERED BIKE LANE. RE\/IEWED: SOMMERS, RCE 65241 SENIOR CIVIL ENGINEER .... 3'11-15 _.!;_~~-~~_;---~~~~--~:;:?::::===~-~--;:::2 :,_,,· __ ·==-=~----DATE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 DA1£ DESCRIPTION REVISIONS DESI APP'D C. DRA\ffi R.C. DA1£ R.S. 5 14 ------! ~ Ul -~ -- "1. ---"1. - ~ R28 (CA) B TYP. 2 L=438' C -z_ f'l 'S. --! _,_ 0) 0) + 0 0 , s I 0 __.>---1181 (CA) ON / EW POST / I , I , I , 40 '--- SCALE: 1" = 40' SIGNING AND STRIPING PLAN JAMBOREE RD BIKE LANE 120 CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 8 OF 16 - - W11-15 ON EX SL s 4 L=313' 1 R4-4 2 L=313 1 I ---- ~ )> -I 0 :r: - "' -U) N -C: z r1 L---.. - \ W1 0 W13-1P 1 / \ 7 I ..... --- " _ __N,... _________ --• "' ----150' .. --• ., ;,, ------ ---- - ---- " "' -------c.n -I )> -I 0 z .. --- - -------L-------"' ------'-----;,, + --...J N U) "R28 (CA) 0) - 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, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. I , , I s $ , , I i ,}, .# --·---I ,,, -rn ~ I ::0 , 0 I =¢ I , I L=55' ~L=570' R28 (CAJ ---\ -- 1 I - --- - -- 21 22 - - --- - -- - - ---- "R281Caj W3 2 L=1041' ~ ,1" " ------- R 4 L=113' R=80' - -- .. - 3 L=50' s -s 4-4 ON/RNEW PQST W 28 (CAJ 3 L=150' ---- CD -G) ~ z 4 L=122' R=398' - ---------------------16 -- - - -.. - .. - ~ SA~i,~f QUIN 81 ~A~ ON 6 EXP S HILLS RD 1 ! / / z j / - - - -"\ 0~1 1 R2a CAi - ---., -----.. ------------------ -'I' --,. -,. -- -----------------r -- ------ 1 3 L=200' LEGEND .if -EXISTING STRIPING, SIGNS, & MARKINGS . -ft.: --------EX TO REMOVE STRIPING, SIGNS, & MARKINGS ROCKE.MUER No. 29483 -PROPOSED STRIPING, SIGNS, & MARKINGS Sita,, 38 TECHNOLOGY DRIVE, SUITE l 00 IRVN, CA 92618 ,µ9.923.6000 I i!v / 0 ;-L, 3 L=200' ::0 ' \ ' ---f"-._ I -- '-----------I ---I ---I --I --I - ' -- I ------,tf' -, .fr -( • ---+-----I , I I I - -.. --' ~ i -.... _ ., ,_,.,. ' ;'\ I f!! / • f Pza {CA) ' z I 0 ® ffi I NOTES i;! () ::0 C N 0 ::0 f 1 INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39) . s R81 (CA) ON NEW PQST W/R28 (CA) INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL TYPE IV PAVEMENT ARROW (R) RIGHT. ------------,:,____ ---------, -~ ---'-- 2 L=100' 3 L=165' ~ 2 =1882' -=B-{QA" \ -, --1 I -----I --------- --~ ---------.?!_ ------.. -----------'E. ------ 3 L=70' ----. . (/) .., -; - --. ..... _ - )> -_ __J::;j ~ 0 --z "' --N ;. (0 -- + <O 01 I-__,. 1{ 50) 1 ® ® ® INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. PROTECT IN PLACE EXISTING LOOP DETECTORS 35 REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATfON. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CALTRANS; "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. REVIEWED: BRAD SOMMERS, RCE 65241 SENIOR CIVIL ENGINEER 0 40::..___ 80::..._ __ ~120 SCALE: 1" = 40' SIGNING AND STRIPING PLAN SAN_ JOAQUIN HILLS RD BIKE LANE .... 3-31-15 _ _!_~~;::'.-~:_.,:~~~;;\ ;::;.:?:'.~_ ::· -•;::;_::;.,=_:,--=-=· ~=-=c-=-=-DATE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 DAlE DESCRIPTION APP'D REVISIONS GNED R.C. CKED R.1.4. DRAWN R.C. DAlE 5 14 CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 9 OF 16 - - s:: ► -t 0 ::c - ~ C z fT\ 1o "' -- "' -- " -,. . (/) ~ ----~---cf)---- -t ► -t 0 :;,. --z ~ "' --N ~ (0 "' -+ ••-1o ------ W3 3 -I ---------------- ,. \ 3' -) --------------·- ------- -------r ----------- -(J1 ~R28 J (C_h)_ --\ -" ----- - r - z:l: fTl (/) . --{ -~ --)> " -fr----- 0 "' z -"' .i:,. -_. -+ ~ '-../ 1o OJ f-W3 3 2 L=100' 1 ---- --- --------- --- @L=200' 2 =1882' ------ ' ------- " -----+-·--------.. --- -------- ---- - 2 L=1188' 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, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND /OR SIGN AGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. I ' S R81 (CA) ,_ 1 t=1882' SAN JOAQUIN HILLS RD - - - - R28 (CA} - - ~ -------1 -I ~ -•· ' - ------------------- > > > 2 > 2 > 2 ~ -------,, " !II I ' .ff ----,. ,, .. ' -------------- ----------i-, ---- ' -••-1o / I;. ~R28 (CA) en - - ----~ I (D"@~, ------ en ' s: I (CA) 2 =1188' I m ' 0 I z C ::0 CJ ~)R81 -(i) (CA) 0 3 L=200' \ I \ 1 SAN I \ ' - "._ R~ R26 tCA) j n 3 -1 4 V -I ,,., 1. 1o 1o -•• ----,--"' i-, ' -------------- ---1<28 (CA) - - - - -I -------- --------- -311 ,. -- --------- --------- 1111 -- ------- - 1 ~,-= 1 JOAQUII J HILLS RD R28 "tC7'\ • -•· ------------------ --- - ---- ---- "' - ---- ---- ---- - - -------- " - R"2S-(-"/. -1 -- -- " -- -- - - -- ---- 1o "' -"' - :;,. - -"' :;,. -"' -"' -1o -- lo "' --"' --:;,. - - - ~ )> -t 0 I r z fT\ (/) -t )> -t 0 z .i,,,. _. + -..J OJ s:: ► -t 0 I C z [Tl (/) _,,.__; ------------"' -t \ .(f )> ' ~-2---· -----:::l .. ... - j/ ----- ··- --- f-l>~o '"" ' , ------ 1 .(f ~ -., -.. -<:7 j/ ' - ' -T --••-I 1-, --....__ - - - - \ '"\. I ~ 3 L=200' :\ I s 1 LEGEND .if -EXISTING STRIPING, SIGNS, & MARKINGS ,,,,,,,,,,,:~~:'''''""'''--EX TO REMOVE STRIPING, SIGNS, & MARKINGS ROCKE. MIU.ER 29483 No. -PROPOSED STRIPING, SIGNS, & MARKINGS St::illlC 38 lt:CHNOLOGY DRIVE, SUITE 100 IMNE, CA 92618 949.923:600() R81 .. .ff ---'1' -- ----------- -·-"' ------.... -\-R?8 (CA) 1o R2 1\50) - - -- 2 L=364' (CA) 0 0 @ ® ® NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CALTRANS1 "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. REIIIE\IED: BRAD SOIAMERS, RCE 65241 1------1-------------t---t SENIOR CIVIL ENGINEER .... 3-31-15 CIVIL _!:_/Jvi;;~ .. ~-::::• ~-_;-~-~'tK-=• ~,.---<=;;:· ·;:;::;:.:::>~--==::==---=--::-:--:-=-DAlE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 OAlE DESCRIPllON REVISIONS , DESIGNED APPD R.C. CHECKED DAWN R.C. DAlE 5 14 - - -- 1 --- --- 0 ------ ---T -- - JL=200' " 0 -_z "' --"' -1o (J1 .f:> + 0 -" 40r--_ 111_80r--_-_,120 SCALE: 1" = 40' SIGNING AND STRIPING PLAN SAN JOAQUIN HILLS RD BIKE LANE CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 1 Q OF 16 ---------------------- ---------- R 4 L=260' R 2 L=260' ----- ----- 2 L=700' 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, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. 1 I-R28 CA -- 2 L=603' 71 ---- 6 ' ,, - - ---.:..~':I-=----=--=-=----:::----=.----..:..----:::----3'---- - - N -"' -:;,. -Cl) .. -i\i -.fl "' - ' :;,. =\ -"' - 103' ., ., 7 =61' R81(CA) ON tX SL .. \ ' I ' ' ' ' , __ "' ' -- - - - - - - - I -fl LEGEND _ _...;.;,R;:.,.,2-1{5Q)1--- R28 TCA) I-G7-1 --U)-- - ------. - 1 ___ ~28 (~CA~) __ _ 3 L=200 .if -EXISTING STRIPING, SIGNS, & MARKINGS 1 " --- -=-----=--==== ========::::::::: ,-i-~ -EX TO REMOVE STRIPING, SIGNS, & MARKINGS E. MIUER -PROPOSED STRIPING, SIGNS, & MARKINGS Stel:; 38 TECHNOI.OGY DRIVE, SUITE 100 IIMNE, CA 92618 9,49 .923.6()00 COi" 3 L=200' ,. ' I R -I - - -- ,. ' I ' I --- 77 2 L=700' S R81 (CA) ON EX POST ®L=608' ~~--1---R2!l-(ACAl+)--~ -l )> "' -I "' 0 -I "' ' -a:: z ~ fTl 78 -~ (/) > -I )> :;,. --I 0 N z -"' -..J -CXl "' + R2-1(50) -----'--l----- (J1 _,, NOTES z ' I ~ G) C m r- 0 ;:o 1 INSTALL BIKE LANE LEGEND AS SHOWN . INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL LANE DROP MARKING (DETAIL 378). INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT). INSTALL LANE LINE (DETAIL 12) PROTECT IN PLACE EXISTING LOOP DETECTORS REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STA TE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CAL TRANS; "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. REVIEWED: BRAD SOMMERS, RCE 65241 1------+------------1---1 SENIOR Ctll1L ENGINEER 2 L=633' SCALE: 1" = 40' SIGNING AND STRIPING PLAN SAN JOAQUIN HILLS RD BIKE LANE _..:.45:=::_· ~__......!· ::::::'#~. =-· _.......-:::::_· _· ·_. _?_• _•• ._· _____ DATE: O5/D9/2O14 OAlE OESal!PllON APP'O DESIGNED R.C. CH CK 0 R.M. ORA\IN R.C. DAlE CITY OF NEWPORT BEACH ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 REVISIONS 5 14 PUBLIC WORKS DEPARTMENT SHEET 11 OF 16 --------1 N H\LLS RO =1446' SAN JOA.OU\ . __ ------------------- ~ ... :::::J ---~ --~ ---------~ ----------- ---- ----------------- -~ ~A}__ 2 L=633' lo ------- 1 - - ----- 3 L=200' SAN JOAQUIN HILLS RD .. 0 ;o 1 -• .. .. S4-J---- -------- GENERAL NOTES ------------ -------- 2 =1095' --- 5 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. .. R28 (CA)~ .. ., -;ff "' ,__-----150'-------l 4 L=271' 4-4 LEGEND ~ -EXISTING STRIPING, SIGNS, & MARKINGS = == :::: ==== :===== ===::====== 4:':.. -EX TO REMOVE STRIPING, SIGNS, & MARKINGS ~ ROCKE. MILLER 294113 -PROPOSED STRIPING, SIGNS, & MARKINGS 38 TECHNOLOGY DRIVE, SUITE l 00 IRVN,CA92618 9,49.923.6()00 "'"' -- 87 ------- R28 ~CA~ R2 1 50 ~ ------------------ • ~--------~ \ ' ' lo - ~ -- -~ ------.--~ --·-- ~-------- ~ ~ ~ -1 50) ' ' \ ffi 0 0 ® © ® 3s ' \ -' R28 (CA) -- NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT). 1 s R81 (CA) ON Ej SL NOT IN CONTRACT SAN JOAQUIN HILLS RD: MARGUERITE AVE TO EAST PROJECT LIMIT TO BE COMPLETED BY OTHERS (c5;-gz. /,e-~z.-s) INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. PROTECT IN PLACE EXISTING LOOP DETECTORS REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CAL TRANS; "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. BRAD SOMMERS, RCE 65241 1-----+------------+---1 SENIOR OVIL ENGINEER DAlE DESCRIPTION REVISIONS APP'O DESIGNED R.C. CHECK 0 R.M. DRA\IN R.C. OAlE 5 14 0 40;...._~ 80;..__ __ .:.:;120 SCALE: 1 • = 40' SIGNING AND STRIPING PLAN SAN JOAQUIN HILLS RD BIKE LANE CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 12 OF 16 ~ )> -, 0 "' :r ~ ... 0 (,J ~ + ~ 0 ~ s R81 {CA) ON EX SL -- 150' HATCH, TYPICAL NOT IN CONTRACT 2 =2417' 1 SHEET 13 OF 16 TO BE COMPLETED BY OTHERS ( c.-~2---1 IZ.-t:70"/ ;!!. ) R HATCH, TYPICAL N JOAQUIN HILL 2 =2417' LEGEND .,ir -EXISTING STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS NOTES 0 INSTALL BIKE LANE LEGEND AS SHOWN. 0 INSTALL BIKE LANE LINE (DETAIL 39). 0 INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). 0 INSTALL CHANNELIZING LINE (DETAIL 38A). ® INSTALL TYPE IV PAVEMENT ARROW ((R) RIGHT). ® INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. ® PROTECT IN PLACE EXISTING LOOP DETECTORS @ REMOVE. PAINT AND SIGNS TO BE REMOVED. @ INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. 150' R28 (C~-__ _ -t , .. 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, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. ROCK E. MU.ER No. 29493 Slr;II~ 38 TECHNQI.OGY DRIVE, SUITE 100 IRVINE, (;A 92618 9,49.923.$)00 MM R2S-(Mrt---- -t R2-1(55) __ _ R28 _(C.A)- R 4-4 ON EX SL Cl! ~ >,1 - -- .... ~t-15 _.!!,~~·· ::::_>tt!!_· ··~"~~\::r:'.'...,,.C:'.:: •• =·=•::::_::::;>:_ _____ DATE: D5/09 /2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 DATE DESCRIPTION REVISIONS R S R81 (CA) 4 L=100' APP'D RE\/IEWEO: MERS, RCE 65241 OR CIVIL ENGINEER CHEO<ED R.M. DATE 5 14 s R81 (CA) ON EX SL R28 CA R 2 L 200' 1o 0 40:;___~ 80:;___ __ _,120 SCALE: 1 • = 40' SAN JOAQUI D BIKE LANE T-6021-S II LEGEND -EXISTING STRIPING, SIGNS, & MARKINGS ,-~~•--EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS GENERAL NOTES r..., z· (() + 0) 0) 1 ------- " --- ,, I 0 I -' z I -I s: m I z 0 0 {) -z 0 i -< 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION, AND ALL SUPPLEMENTS, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. " L=753' 2 L=845' -- ----- f-D11-1 --;---- 1 1 OJ! ,. --0J! 17 ---~ ,. ~ B TYP. 1 ' - 2 L=814' 3: -CJ) CJ) -0 z 0, ~ B TYP. 1 -- 3 L=100' ----- 0 ::0 .. -i -•• ------ SPYGLASS Hlll RD NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA< DEPARTMENT OF TRANSPORTATION, (CAL TRANS1 "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. -..., --- 0. -I "' -- ------------L= 1 @ BUFFERED BIKE LANE. ROCKE. MIU.ER ..._~29=◄=93-1 .... 3-31-15 CMI. 38 TECHNOLOGY DRIVE, surre 100 IRVM, <;A 92618 949.923.6000 __ 45~-~=-...;.~~~-_.....--::=··~··_ .,,.._::;:,=_ ·=-===-=--=--=--DA"IE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 REVIEWED: BRAD SOMMERS, RCE 65241 1-------l--------------+---t SENIOR CIVIL ENGINEER DATE DESCRIPTION REVISIONS , DESI ED APPD R.C. DRAYIN R.C. DATE 5 14 - --~- '!I} --- -----~-- \ ' \ 0 40 SCALE: 1" =40' SIGNING AND STRIPING PLAN SPYGLASS HILL RD BIKE LANE CITY OF NEWPORT BEACH r-so21-s PUBLIC WORKS DEPARTMENT SHEET 14 OF 16 LEGEND 21' -EXISTING STRIPING, SIGNS, & MARKINGS -:i• -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE {DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE {DETAIL 39A). REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANSJ "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CAL TRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. ® BUFFERED BIKE LANE. ~ 2-t:"= 2903' - -- ~~--_,,.,,--~ -u..\\..\.. ~o ... -sS l"' ~ - 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, 2006 EDITION CAL TRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. - S~'{G~ ~L-------........-1~( 0 I r z .. -······--··· [Tl . .••• ---·· -'4 (/) .., -I )> • M :::l • - 0 "i z (.,,I CD + 0 0 .. - R0CI( E. MIU.ER 11o._:294:::93c..._1 .... 3-31-15 CML 1 L=822' 3 =100' Sll;:.1111,: 38 TECHNOLOGY DRIVE, SUITT: 100 IRVINE, CA 92618 949. 923.6000 <OM _t_k.>~:::::C:~~~~:!!,~1:::::::?::;::::" =· ·==· --=?==-_•------DA'lE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 I REVIEWED: 1------1-------------4--'1 BRAD SOMMERS, RC£ 65241 SENIOR CIVIL ENGINEER DATE DESCRIPTION REVISIONS , DESIGNED APPD R.C. CKED R.M. DRAWN R.C. DATE 5 14 B TYP. 0 40:...___ 80::__ __ .:..;-120 SCALE: 1" = 40' SIGNING AND STRIPING PLAN SPYGLASS HILL RD BIKE LANE CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 15 OF 16 CD ® 0 © ® © 0 ® ® ® LEGEND -EXISTING STRIPING, SIGNS, & MARKINGS -EX TO REMOVE STRIPING, SIGNS, & MARKINGS -PROPOSED STRIPING, SIGNS, & MARKINGS NOTES INSTALL BIKE LANE LEGEND AS SHOWN. INSTALL BIKE LANE LINE (DETAIL 39). INSTALL BIKE LANE INTERSECTION LINE (DETAIL 39A). INSTALL CHANNELIZING LINE (DETAIL 38A). INSTALL DOUBLE YELLOW (DETAIL 21). INSTALL TYPE IV PAVEMENT ARROW ((L) LEFT). B TYP. INSTALL LOOP DETECTORS AS SHOWN (SEE DETAIL), SPLICE TO EXISTING DLC IN PULLBOX. INSTALL BIKE SHARROW. REMOVE. PAINT AND SIGNS TO BE REMOVED. INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, ( CAL TRANS) "UNIFORM SIGN CHART". *DETAIL NUMBERS REFERENCE CALTRANS STANDARD PLANS (2010 EDITION). *ALL CONFLICTING SIGNS AND STRIPING SHALL BE REMOVED. ® BUFFERED BIKE LANE. 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, 2006 EDITION CALTRANS STANDARD PLANS, JANUARY 2012 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 INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL 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 FINAL APPLICATION. 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 SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER SPECIAL PROVISIONS. BIKE LANE LEGENDS SHALL BE TWO COATS PAINT. 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 8 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 75 FOOT INTERVALS. 1 - ':J: ~ 3 \ ~ L=100' \ '3 'l! 0 i ~ .. \ 1 ----:-==,2r-:::=2903' R2B CA j "' r- =214' z =722' 0 '}. 'B I... C, p..) .\ ---......-........~~[!:[28::(C~A~~ ==:~[================================="==~=-- - No. 211493 .... 3-31-15 ··- 38 T£CHNOLOGY DRIVE, SUITE 100 IRVN, CA 92618 9,49;923.6QOO _f!h>~···~• ~>ll~.~~,i~(~..-----~•·~· ~· ~?~. -==-:---:~.,,--DAlE: 05/09/2014 ROCK E. MILLER, RCE 29493 EXPIRE 3-31-15 1 TYPE=' fi LOOPS LOOPS SHALL BE CENTERED IN LANE 10' TYP. LOOP PLACEMENT DETAIL SCALE: 1" =40' BRAD SOMMERS, RCE 65241 1-------l-------------+---I SENIOR CIVIL ENGINEER DATE DESCRIPTION REVISIONS DESIGNED APP'D R.C. CHECKED R.M. OffA'Mj R.C. DATE 5 14 100· ,. TYP. SIGNING AND STRIPING PLAN SPYGLASS HILL RD BIKE LANE CITY OF NEWPORT BEACH T-6021-s PUBLIC WORKS DEPARTMENT SHEET 16 OF 16