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HomeMy WebLinkAboutR-282822s R 6 0 w s 0 a K iu s K o BEGINNING N 0 V DETAIL N LEFT T CO CJ �� HR - -03 A2 L LEFT T TURN ARROW 2 2 +07 ** H ° -03 A3 L 2 a c HR - -03 A4 L LEFT T TURN ARROW 2 22 +69 H HR - -03 A5 L LEFT T TURN ARROW 2 23 +71 H HR - -03 A6 T THRU & & LEFT TURN 2 21 +74 H HR - -11 A7 T THRU & & LEFT TURN 22 +66 H o -11 c THRU & & LEFT TURN O C) HR - -11 A9 L w TURN ARROW 3 30 +16 H C) -03 A10 L LEFT T TURN ARROW 3 30 +78 H HR - -03 All L LEFT T TURN ARROW 3 31 +14 H HR - -03 Al2 R RIGHT T TURN ARROW 3 J HR - -03 SEE SHEET C6A - z TURN ARROW 3 w HR - FOR 43rd STREET g j w 31 +15 H CHANNELIZATION a Z: O -p N W �+ wv p PROcI�E�C`I. LIMITS z z C/) Q O _ H_ z O ~ Q EXISTING J Y 0p xp\ PAVEMENT MARKINGS., w \ ao , 'o o ° B2 LLz s 00 of W�w a �o �E 91 ` o� €� R o � ZoY zQ x z J < o 0 K J Z m a a w a 0 m z O w BEGINUE B1 .TA 0 +68 3EGIN D Al STA 0 +77 END (D) END (E� PROJECT LIMITS CHANNELIZATION NOTES: A# THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. B# THERMOPLASTIC STOP LINE PER COR DETAIL HR -03 AND STOP LINE SCHEDULE TABLE 2. C# THERMOPLASTIC CROSSWALK PER COR DETAIL HR -13 AND CROSSWALK SCHEDULE TABLE 3. OD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. OE LANE LINE PER COR DETAIL HR -02. OF TWO -WAY LEFT TURN LANE PER COR DETAIL HR -01. © APPROACH LINE PER COR DETAIL HR -02. Of g YE LOW PAINT ON FACE OF CURB. .E D TYrE 1 RAISED PAVEMENT MARKERS PER COR DETAIL HR -08 AND DETAIL. h © WHITE PAINT ON FACE A 0 SFT C B. �2� +47 ° BEGIN G ;i ! STA 21+56 BEGIN © 1p"www z AWNPI Cl 1 OC4 -- >\ 50 25 0 50 100 150 C2 ++ •O' B3 SCALE IN FEET - C3 A6 STA 21 64 11' 16.5 8 A3 BEGINQ STA 21+67 0 0 8 BEGIN EO i 7 \ A7 41 xoo 7 1+ •O r�l � rz, I U). it 1 f I C5� 1 A4 A5 STA 0 +77 END TURN MARKING SCHEDULE TABLE 1 MARKING BEGINNING N STATION* C COR D DETAIL Al L LEFT T TURN ARROW 0 0 +93 ** H HR - -03 A2 L LEFT T TURN ARROW 2 2 +07 ** H HR - -03 A3 L LEFT T TURN ARROW 2 21 +80 H HR - -03 A4 L LEFT T TURN ARROW 2 22 +69 H HR - -03 A5 L LEFT T TURN ARROW 2 23 +71 H HR - -03 A6 T THRU & & LEFT TURN 2 21 +74 H HR - -11 A7 T THRU & & LEFT TURN 22 +66 H HR - -11 A8 T THRU & & LEFT TURN O 23 +67 H HR - -11 A9 L LEFT T TURN ARROW 3 30 +16 H HR - -03 A10 L LEFT T TURN ARROW 3 30 +78 H HR - -03 All L LEFT T TURN ARROW 3 31 +14 H HR - -03 Al2 R RIGHT T TURN ARROW 3 30 +17 H HR - -03 A13 R RIGHT T TURN ARROW 3 30 +17 H HR - -03 A14 R RIGHT T TURN ARROW 3 31 +15 H HR - -03 A15 T THRU & & RIGHT 3 32 +77 H HR - -03 A16 T THRU ARROW 3 32 +79 H HR - -03 A17 L LEFT T TURN ARROW 3 32 +79 H HR - -03 A18 T TWO -WAY LEFT 2 25 +75 H HR - -10 A19 T TWO -WAY LEFT 2 27 +75 H HR - -10 A20 L LEFT T TURN ARROW 3 3 +20 H HR - -03 ENDUD STATION MEASURED FROM BACK OF ARROW BEGIN (1 ) PER DETAIL ** MEASURED ALONG 43rd STREET A18 END BEGIN STA 3 +25 EgSr Vq��e� , 28 END G ROg0 FACE OF CURB= L25+0STA0 EAST VALLEY ROAD ENDQp CONSTRUCTION CONTROL LINE END STA 31 END (D REHABILITATION OF EAST VALLEY ROAD DWG NO. AND SW 43rd STREET C6 CHANNELIZATION PLAN SHEET (SHEET 1) 6 OF 10 P- STPUL -TA -96 (268) STOP LINE SCHEDULE TABLE 2 MARKING NO. BEGINNING END STATION OFFSET STATION OFFSET B1 0 +76 ** 6'LT ** 0 +68 ** 5'RT ** B2 20 +36 331T 21 +59 2'LT B3 21 +38 5 61 21 +64 2 31 B4 31 +33 331T 31 +35 1'LT B5 31 +65 78'LT 32 +OS 78'LT B6 32 +61 61'LT 32 +60 2 21 CROSSWALK SCHEDULE TABLE 3 (MEASUREMENTS TO C OF CROSSWALK) CROSSWALK NO. BEGINNING END STATION OFFSET STATION OFFSET Cl 0 +72 28'LT 0 +38 28'RT C2 20 +31 5 61 20 +73 2'RT C3 0 +24 301T 0 +69 28'RT C4 21 +24 58'LT 21 +69 l'RT C5 21 +95 15'RT 22 +14 27'RT C6 31 +45 66'LT 31 +45 3'RT C7 31 +36 70'LT 32 +48 691T C8 32 +50 68'LT 32 +51 13'RT BEGI STA 31+ END (Ei 11 B4 11' ° . 1 + U ,..r T Al2 A14 A13 R =54 BEGIN (j) END STA END `— STATION PER TABLE 1 2 ARROW LOCATION DETAIL NTS PROJECT LIMITS r� STA 31+ P/END B6 STA 32 +61 BEGIN n `M1! Al A16 IIIIUUO uuuuuI ."- -- -- - - C8 C7 11 , e .............. C 1 J A17 co STATE %W STA 32 AND PROJECT ' BEGIN(( LIMITS STA 31 +62 13•RT STA END QH BEGIN STA 31 +42 1•RT BEGIN (H) END (E� PROJECT LIMITS STA 33 +56 END (Gl END - 2azazz C Z 6 LIM 0 m n C �o m @ D z G) Z fio C 3 a > D ` J v� r �r u { N O N O O A° Nhz c N O O a •D z 62'1 C �o m @ D z G) Z fio C 3 a > D ` J v� r �r u { N O N O O A° Nhz c N O O a •D z 62'1 > D ` J v� r �r u { N O N O O A° Nhz c N O O a •D z 62'1 O a •D z 62'1