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HomeMy WebLinkAboutR-282833c3 N r C le pU m I Q) °a c O w SEE SPECIAL PROVISIONS Lu �€ Z > FOR 43rd STREET ¢ CHANNELIZATION c) N W u� rj jai i LL_ z p PROJECT LIMITS U O p ~ Q EXISTING pJ—p Apo PAVEMENT a Q MARKINGS, W \ Of ` g �o LL- O O 3E STA 0 +64 < BEGIN E U ~ Ld a'°L Bl 1 U 0-' '� mo a cE m E STA 0+6§A,,,,--- 1.. F4 BEGIN D Al 71 it FL STA +77 'KE END D ,I ° TRAFFIC ISLAND — STRIPING O PER DETAIL A2 o C CL W 16.5 o F t z STA 4+6A END E PROJECT LIMITS CHANNELIZATION NOTES A# THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. 3 C# THERMOPLASTIC STOP LINE PER COR DETAIL HR -03 AND STOP LINE SCHEDULE TABLE 2. THERMOPLASTIC CROSSWALK PER COR DETAIL HR -13 AND CROSSWALK SCHEDULE TABLE 3. QD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. �E LANE LINE PER COR DETAIL HR -02. TWO -WAY LEFT TURN LANE PER COR DETAIL HR -01. © APPROACH LINE PER CDR DETAIL HR -02. QH EDGE OF ROAD LINE PER CDR DETAIL HR -03. JO TYPE 1 RAISED PAVEMENT MARKERS PER COR DETAIL HR-08 AND DETAIL. i -+ STA 21 +47 0, BEGIN E STA 21 +56 BEGIN G t_,c") ___.. OT C5 fA4 �F STA 4 +72 END E 50 25 0 50 100 150 DB3 SCALE IN FEET A6 STA 21 +64 BEGINQD A5 A7 ` A8 m m Lr, R =45' 1 RPM TRAFFIC ISLAND LAYOUT NTS R =12' END TURN MARKING SCHEDULE TABLE 1 MARKING TYPE STATION' CDR DETAIL Al LEFT TURN ARROW 0 +93 ** HR -03 A2 LEFT TURN ARROW 2 +07 ** HR -03 A3 LEFT TURN ARROW 21 +80 HR -03 A4 LEFT TURN ARROW 22 +69 d A5 LEFT TURN ARROW 23 +71 HR -03 A6 THRU & LEFT TURN ONLY ARROW z HR -11 A7 THRU & LEFT TURN ONLY ARROW 22 +66 HR -11 A8 THRU & LEFT TURN ONLY ARROW CHANNELIZATION NOTES A# THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. 3 C# THERMOPLASTIC STOP LINE PER COR DETAIL HR -03 AND STOP LINE SCHEDULE TABLE 2. THERMOPLASTIC CROSSWALK PER COR DETAIL HR -13 AND CROSSWALK SCHEDULE TABLE 3. QD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR -01. �E LANE LINE PER COR DETAIL HR -02. TWO -WAY LEFT TURN LANE PER COR DETAIL HR -01. © APPROACH LINE PER CDR DETAIL HR -02. QH EDGE OF ROAD LINE PER CDR DETAIL HR -03. JO TYPE 1 RAISED PAVEMENT MARKERS PER COR DETAIL HR-08 AND DETAIL. i -+ STA 21 +47 0, BEGIN E STA 21 +56 BEGIN G t_,c") ___.. OT C5 fA4 �F STA 4 +72 END E 50 25 0 50 100 150 DB3 SCALE IN FEET A6 STA 21 +64 BEGINQD A5 A7 ` A8 m m Lr, R =45' 1 RPM TRAFFIC ISLAND LAYOUT NTS R =12' END TURN MARKING SCHEDULE TABLE 1 MARKING TYPE STATION' CDR DETAIL Al LEFT TURN ARROW 0 +93 ** HR -03 A2 LEFT TURN ARROW 2 +07 ** HR -03 A3 LEFT TURN ARROW 21 +80 HR -03 A4 LEFT TURN ARROW 22 +69 HR -03 A5 LEFT TURN ARROW 23 +71 HR -03 A6 THRU & LEFT TURN ONLY ARROW 21 +74 HR -11 A7 THRU & LEFT TURN ONLY ARROW 22 +66 HR -11 A8 THRU & LEFT TURN ONLY ARROW 23 +67 HR -11 A9 LEFT TURN ARROW 30 +16 HR -03 A10 LEFT TURN ARROW 30 +78 HR -03 All LEFT TURN ARROW 31 +14 HR -03 Al2 RIGHT TURN ARROW 30 +17 HR -03 A13 RIGHT TURN ARROW 30 +17 HR -03 A14 RIGHT TURN ARROW 31 +15 HR -03 A15 THRU & RIGHT TURN ONLY ARROW 32 +77 HR -03 A16 THRU ARROW 32 +79 HR -03 A17 LEFT TURN ARROW 32 +79 HR -03 A18 TWO -WAY LEFT TURN ARROWS 25 +75 HR -10 A19 TWO -WAY LEFT TURN ARROWS 27 +75 HR -10 A20 LEFT TURN ARROW 3 +20 HR -03 REHABILITATION OF EAST VALLEY ROAD DWG N0. AND SW 43rd STREET C6 CHANNELIZATION PLAN SHEET 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 33'LT 21 +59 21T B3 21+38 56'LT 21+64 23'LT 84 31 +33 33'LT 31 +35 11 LT B5 31+65 78'LT 32 +05 78'LT B6 32 +61 611T 32 +60 22'LT CROSSWALK SCHEDULE TABLE 3 (MEASUREMENTS TO C OF CROSSWALK) CROSSWALK NO. BEGINNING END STATION OFFSET STATION OFFSET C1 0 +72 281T 0 +38 28'RT C2 20 +31 56'LT 20 +73 2'RT C3 0 +24 301T 0 +69 28'RT C4 21 +24 58'LT 21 +69 1'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 69'LT C8 32 +50 68'LT 32 +51 13'RT PROJECT LIMITS END OD * STATION MEASURED FROM BACK OF ARROW BEGINQF PER DETAIL L ** MEASURED ALONG 43rd STREET 11 A18 STA 31 +83 79'LT y END E STA 28 +62 (n END QF STA 31 +40 m B5 `.. BEGIN 0 .� END E \ \5' 5. �.. A19 1 STA 31 +41 x .... 1 END D All B4 Lu c ......a. JI ". GALLEY R0q0 +6 o FACE OF CURB= 29 +oo EAST VALLEY ROAD - CONSTRUCTION / CONTROL LINE END STATION PER TABLE 1 (MARROW LOCATION DETAIL NTS x END STA END STA 21 +56 BEGIN X2 Am C6 J � Al 4111'1�' I R =54 I 1 STATE R/W STA 32• AND PROJECT BEGIN C LIMITS STA 31 +62 13'RT STA END H BEGIN END U PROJECT LIMITS STA 33 +56 END G STA 31 +42 1'RT BEGIN H r3"�TRAFFIC ISLAND STRIPING BEGIN R =58.5' NTS IZi 9. 282833 ay Z � a c 0 o o ao m n � wo o ova z F0 wjt W o z m c N� o c ay 0 a O 0 o o ao 1 n wo o ova O F0 wjt z o z ONO c N� o c m 3 n ay a O �r n o ao 1 ' N a wo o ova O F0 wjt 1 o "C ONO c N� o O �O g °c n C m Z