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4 4 _- 4" WHITE **Note: Install 120' STRIPE - - 0 of Detail 16. 4 ' v ***Note: Install 25' of Install 24"x21 " Radar '1 Detail 27M with Y E- Type G Markers of ____ PAVEMENT MARKER Feedback Sign w/Solar Panel and R2-1 (35 ° - **** Nate: Spacing for two ' o each end. � P 9 TYPE G (TYP) * Note: Conform to way left turn arrows MPH) Speed Limit Sign existing striping c o I must be 8' (Typ). 4 DETAIL_ 27M on new 14Type 1-B t at Sta 28+80. -� loo Pole at Sta 40+00 - goo M ; ° 0 z -Const RiY 4 19 1 � 20 _ +42 6 O Li (JOE -- 0 **** ' 5 2 5 9 a 2 5 o +50 + + 7 2 I I 7 1 dOIS +38 + 1 1 1 I I I , ° 1 I ' (n C10 ( I I 1 1 1 , I , �% r- I I 1 i 1 I 1 1 1 1 1 1+46 4.5'' --J I 4.5' I I I I 2' I I ; 4. 10 65 + - - 4 - - --- - - --- -- 4 z4 - -- - ------ _- - - - 3. o r, - -- - ------ ------ ------------ -- --- ---- r o - 30--�-- ------ _ _ - r,� _ _ L-- -- N - 3 - - - -1--- PERSHI-N-G�AV-ENUE _ 1 --- -- 4 - -,�-- - - �`- 2C _ --1_ ENUE- 2C --�-�- -- - - 44. - a - -- -- - 35 I �g �� 40 4 Note: Install new 0 2C o 4 e - 2C 4 4 0 -�- ---------- - o Type VI arrow at g.., -► I � 7--T-TT----------------_--_-.--.__- --.--- W -- - ... Sta 27+60 and � i i_- _= = _- - -= = -==- _=- -_ _-_ ---- -- - -- - - - - --------------- refresh/repaint ----------------------------------------- ===-rt ___=__-------- ----- - t - ---- - -- - - -- \ i - - - - --- -- - ► j � T , two existing -------- -------------------------------- .._. °�° +45I 10 n 4.5 2 _ ` +43� 10 45'O ! d _ \/ t,5' I 1 I I I i 4, i ! ' 10T e VI arrows. + 1 - I 1 I 1 1 1 OYPI I I 1 1 I +46 °y 1 13 7 3 '`� +53 11 °' +51 STOP + I I p 4" WHITE- ; ; ; + co (� � i7 E (V 1 Y I , 1 Y + i i� i 1 � CV + , + , + STOP + - 5 I I I 2 STRIPE I + + +54 STOP ! + 5 2 + + I I 9 75 Flare 50 Ba 40 Turn 3 ' a 2 o O (TYP) ----- .-- 6 1 Out Taper Pocket o O CA X ? + O U z5' MODIFIED 45' "� - 6" WHITE ( ) loo ® " " N 10 a DETAIL 39 �_ STRIPE TYP loo Install 24 x21 Radar Feedback Sign w Solar ' to ' qoo to BEGIN PROJECT t° 9 / ' Panel and R2-1 (35 ; I MPH) Speed Limit Sign 26 BIKE LANE BUFFER DETAIL on new 14' Type 1 -B I t Pole at Sta .1-1+48 - FLARE OUT DATA TAPER DATA MO ED TAI Station Offset Station Offset 30+39.00 CL 30+89.00 2.50' Rt 30+45.25 0.05' Rt 30+95.25 2.86' Rt 30+51.50 0.21' Rt 31+01-50 3.13' Rt 30+57.75 0.47' Rt 31+07.75 3.28' Rt 30+64.00 0.83' Rt 31+14.00 3.33' Rt 30+76.50 1.67' Rt Lt PAVEMENT MARKINGS (CLEAR) 2C 2D Install 24"x21 " Radar CONCRETE MEDIAN DETAIL Feedback Sign w/Solar - � Panel and R2-1 (35 MPH) Speed Limit Sign Ili PAVEMENT MARKER I III on new 14' Type 1 -B t" III (RETROREFLECTIVE) Pole at Sto 46+62- i I Consf RW ,/� A 18 2 7 5 ; 7 y - a -i 7 7 00 i ! i I W I< S q i 111 I L ® a 4.5 7 1 1 - - 4-- 4 - �_. _ -- - ------------- - o P 4 HIN N W o PER LNG NU - - - -- - - --- 1 - N - _ �_ - 1 Y 'r' 0 , 4 4 4 _� 4 � 5 --------- ----- ---- o 10 W 10 4 L _ 4 __ _'_ i 14 15� J - - -- S11 -) ------- - . - -- - I I -� 4.5� ,i I ai cv 2C +45 I f{ } i K C3 _ i ; I f 4 15 2 O 4 +53 STOP o I 5 wN r 8 3 3 g r-�a + u + + z 6 } III h`R III I W III > I III � i III I i Ii o loo Place Retroreflective I Pavement Markers t° along Concrete Median N ------------ III I as shown in Detail on III jj LEGEND this sheet i N •i I N 1 Ili U INSTALL SP--A20A MODIFIED DETAIL 22 11 INS -TALL. PAVEMENT MARKINGS (35) ------------ U2 INSTALL SP-A20B MODIFIED DETAIL 32 12 INSTALL PAVEMENT MARKINGS (24" WIDE LIMIT LINE) 3 BAY TAPER DATA MO ED TAI Station Offset Station Offset 31+18.17 3.19' Rt 31+51.50 4.31 ' Lt 31+22.34 2.77' Rt 31+55.67 5,01' Lt 31+26.51 2.07' Rt 31+59.84 5.43' Lt 31+30.68 1.10' Rt 31+64.00 5.57' Lt 31+39.00 1.12' Lt - D IFI E 31+47.33 3.34' Lt PAVEMENT MARKINGS (CLEAR) 2C 2D Install 24"x21 " Radar CONCRETE MEDIAN DETAIL Feedback Sign w/Solar - � Panel and R2-1 (35 MPH) Speed Limit Sign Ili PAVEMENT MARKER I III on new 14' Type 1 -B t" III (RETROREFLECTIVE) Pole at Sto 46+62- i I Consf RW ,/� A 18 2 7 5 ; 7 y - a -i 7 7 00 i ! i I W I< S q i 111 I L ® a 4.5 7 1 1 - - 4-- 4 - �_. _ -- - ------------- - o P 4 HIN N W o PER LNG NU - - - -- - - --- 1 - N - _ �_ - 1 Y 'r' 0 , 4 4 4 _� 4 � 5 --------- ----- ---- o 10 W 10 4 L _ 4 __ _'_ i 14 15� J - - -- S11 -) ------- - . - -- - I I -� 4.5� ,i I ai cv 2C +45 I f{ } i K C3 _ i ; I f 4 15 2 O 4 +53 STOP o I 5 wN r 8 3 3 g r-�a + u + + z 6 } III h`R III I W III > I III � i III I i Ii o loo Place Retroreflective I Pavement Markers t° along Concrete Median N ------------ III I as shown in Detail on III jj LEGEND this sheet i N •i I N 1 Ili U INSTALL SP--A20A MODIFIED DETAIL 22 11 INS -TALL. PAVEMENT MARKINGS (35) ------------ U2 INSTALL SP-A20B MODIFIED DETAIL 32 12 INSTALL PAVEMENT MARKINGS (24" WIDE LIMIT LINE) 3 IN LID -A MO ED TAI AT 13 INSTALL SP -A2013 -MODIFIED DETAIL.. 27B CS ® INSTALL SP-A20A MODIFIED DETAIL 9 4 14 INSTALL PAVEMENT MARKINGS (KEEP) CS AT A2B 8/15/22 BIKE LANE BUFFER REVISIONCS _ Relocate/New AT A2A 8/15/22 RADAR FEEDBACK SIGN REVISION CS AT AL - D IFI E 39 15 INSTALL_ PAVEMENT MARKINGS (CLEAR) 2C BY CH'D INSTALL PAVEMENT MARKINGS (STOP) 16 INSTALL PAVEMENT MARKINGS (SIGNAL) Street Names/ R81(CA)/R81B(CA) �7 INSTALL. PAVEMENT MARKINGS TYPE IV (L) ARROW 17 INSTALL PAVEMENT MARKINGS (AHEAD) A 0 INSTALL PAVEMENT MARKINGS TYPE IV (R) ARROW 18 INSTALL PAVEMENT MARKINGS (12" WIDE CROSSWALK LINE) O INSTALL PAVEMENT SYMBOL, ARROW & SIGN FOR BIKE LANE O REFER TO SCHEDULE FOR SIGN RELOCATION NE Relocate/New Post 35+58 47' Rt 35+68 AND SIGN INSTALLATION DETAILS Pershing Ave 10 INSTALL_ PAVEMENT MARKINGS (12" WIDE STOP LINE) Post 36+40 18' Rt 36+40 32' Rt Pershing Ave R2-1 xx• LEGEND NUMBER AND LENGTH Relocate/New Post 19 INSTALL_ SP-A20A MODIFIED DETAIL. 16 4 Lt Pershing Ave R1-1 F1 20 INSTALL DETAIL 27M Post 40+73 43' Rt 40+79 52' / 4 \ 9/26/22 CAT TRACK REVISION CS AT 3 \ 8/18/22 CROSSWALK & NO PARKING SIGN REVISION CS AT 2D 8/15/22 SIGN SCHEDULE REVISION CS AT A2c 8/15/22 PAVEMENT STRIPING, MARKINGS & LEGENDS REVISION CS AT A2B 8/15/22 BIKE LANE BUFFER REVISIONCS _ Relocate/New AT A2A 8/15/22 RADAR FEEDBACK SIGN REVISION CS AT A 6/9/21 ADDENDUM REVISION CS AT MARK DATE DESCRIPTIONS BY CH'D REVISIONS 11 ***** NOTE: R30E(CA} signs in City of Stockton limits shall be placed 45 degrees to oncoming traffic. NOTE: BIKE LANE 3 (R81) SIGNS MUST BE POSTED ADJACENT TO BIKE LANE PAVEMENT MARKINGS AS SHOWN ON THIS SHEET. oQ�OFESS/(�- Oe�QFESS/�� TR 2224 L.0 No. 83958 M `jam F F ��' p��`z s�qT C /V OF CP��F F OF cm -\FO RECORD DRAWING f'orrectior" By Na Changes BY Date 3 - 2 - 4 My Person Using This Drawing Should verify DOdgle Vidad Awni Taha Ail information By Inspecting The site Ot Wora RTE 2224 RCE 8 3 9 5 8 (Approval for City limits) (Approval for County limits) DRAWN BY DATE PROJECT ENGINEER DATE COUNTY LIMITS CHECKED BY DATE STRIPING AND SIGNAGEP ERS H I N G AVENUE WIDENING NO SET TOTAL Cyprus Sommer 9/26/22 Cyprus Sommer 912111 Awni Taha 9/26/22 COUNTY OF SAN JOAQUIN NO SCALE SHEETS P L_ AN (Meadow Avenue to Thornton Road) 17-R4 21 DRAWER SHEET N0. CITY LIMITS CHECKED BY DATE 2' i} SIGN: PRINT: SIGN NEW/RELOCATION (See SJCo Std R-26 SCHEDULE for details) STREET OR INTERSECTION Quad. Course of Action Previous Sign Location New Sign Location Station ® Sign Type Pershing Ave/Meadow Ave SW _ Relocate/New Post 32+32 58' Lt 32+22 63' Lt Pershing Ave R1-1 13 Pershing Avenue NW Relocate/New Post 32+74 27' Lt 32+95 32' Lt Pershing Ave Street Names/ R81(CA)/R81B(CA) Pershing Ave/Meadow Ave NE Relocate/New Post 32+60 45' Rt 32+68 55' Rt Pershing Ave R1-1 D Pershing Avenue Remove/Salvage 33+33 25' Rt Pershing Ave SW -44 <Z> Pershing Ave/St Carlo Ave NE Relocate/New Post 35+58 47' Rt 35+68 55' Rt Pershing Ave R1-1 Pershing Avenue Relocate/New Post 36+40 18' Rt 36+40 32' Rt Pershing Ave R2-1 c Pershing Ave/Rivara Rd SW Relocate/New Post 40+73 49' Lt 40+60 59' Lt Pershing Ave R1-1 F1 Pershing Ave/Rivara Rd SE Relocate/New Post 40+73 43' Rt 40+79 52' Rt Pershing Ave Street Names Pershing Ave/Rivara Rd NE Relocate/New Post 41+27 50' Rt 41+41 59' Rt Pershing Ave R1-1 OPershing Avenue Relocate/New Post 45+66 18' Rt 45+12 32' Rt Pershing Ave W3-3 <8> Pershing Avenue Relocate/New Post 45+97 18' Rt 45+97 32' Rt Pershing Ave R3 -8B -!z-> Pershing Avenue Relocate/New Post 46+15 22' Lt 45+97 39' Lt Pershing Ave SW -44 Ivt Pershing Avenue Remove/Salvage 46+59 33' Lt 46+59 38' Lt Pershing Ave R2-1 <S>Pershing Ave/Joan Ave NE Relocate/New Post 47+10 45' Rt 47+19 54' Rt Pershing Ave R1-1 o Pershing Avenue Relocate/New Post 47+49 31' Rt 47+49 35' Rt Pershing Ave R3 -8B OPershing Avenue Relocate/New Post 47+59 31' Rt 47+59 35' Rt Pershing Ave R26(CA) Pershing Avenue New 47+66 8.5' Lt Pershing Ave R4-7C/OM2-1 H K Pershing Avenue Relocate/New Post 48+40 33' Lt 48+40 39' Lt Pershing Ave R48(CA) Pershing Avenue Relocate/New Post 48+80 33' Lt 47+80 39' Lt Pershing Ave R -30E ers a r Ing e 4- 0 H 4 01 PershingAvenue New 31 +00 38 Rt Pershing Ave ***** R30E(CA) c2Pershing Avenue/Meadow Ave New 32+00 38' Rt Pershin g Ave *****R30E(CA)/D11-1/ M4-14 0. Pershing Avenue New 46+47 32' Rt Pershing Ave R81(CA)/R81 B(CA) 11 ***** NOTE: R30E(CA} signs in City of Stockton limits shall be placed 45 degrees to oncoming traffic. NOTE: BIKE LANE 3 (R81) SIGNS MUST BE POSTED ADJACENT TO BIKE LANE PAVEMENT MARKINGS AS SHOWN ON THIS SHEET. oQ�OFESS/(�- Oe�QFESS/�� TR 2224 L.0 No. 83958 M `jam F F ��' p��`z s�qT C /V OF CP��F F OF cm -\FO RECORD DRAWING f'orrectior" By Na Changes BY Date 3 - 2 - 4 My Person Using This Drawing Should verify DOdgle Vidad Awni Taha Ail information By Inspecting The site Ot Wora RTE 2224 RCE 8 3 9 5 8 (Approval for City limits) (Approval for County limits) DRAWN BY DATE PROJECT ENGINEER DATE COUNTY LIMITS CHECKED BY DATE STRIPING AND SIGNAGEP ERS H I N G AVENUE WIDENING NO SET TOTAL Cyprus Sommer 9/26/22 Cyprus Sommer 912111 Awni Taha 9/26/22 COUNTY OF SAN JOAQUIN NO SCALE SHEETS P L_ AN (Meadow Avenue to Thornton Road) 17-R4 21 DRAWER SHEET N0. CITY LIMITS CHECKED BY DATE 2' i} SIGN: PRINT: