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HomeMy WebLinkAboutC8.1_Amity Road Striping Plan NOTES KEYNOTES N m oV E SFo�ti� a��__ 0 1. COORDINATE WITH ACHD INSPECTION SERVICES PRIOR TO PLACEMENT OF O INSTALL 4" WIDE WHITE FOG LINE PER ACHD TS-1112 DETAIL 17. g 0 a_ PAVEMENT MARKINGS OR RELOCATION/REMOVAL OF EXISTING SIGNS. O INSTALL WHITE LEFT TURN ARROW PER ACHD TS-1113.01. 4-10-24 2. VERIFY FINAL STREET NAME APPROVAL PRIOR TO ORDERING STREET NAME SIGNS. E C) �/- PLO v 3 INSTALL 8" WIDE WHITE SOLID STRIPING PER ACHD TS-1112 DETAIL 15. �,A� FOF �O .ZP 3. INSTALL PAVEMENT MARKINGS IN ACCORDANCE WITH ITD SD-630-1 AND MUTCD O 0 15 30 60 90 U) REQUIREMENTS. ® INSTALL DOUBLE 4" WIDE YELLOW SOLID CENTERLINE STRIPING (NO m PASSING TWO DIRECTIONS) PER ACHD TS-1112 DETAIL 7. U SCALE: 1" = 30' J F I INSTALL 24" WIDE WHITE STOP BAR PER ACHD TS-11 12 DETAIL 19. f n o © BEGIN OBLITERATE EXISTING CENTERLINE STRIPING. i 3 ® SITE KEY O7 END OBLITERATE EXISTING CENTERLINE STRIPING. J i � 1"=400' wl o in ® BEGIN OBLITERATE EXISTING FOG LINE. u J 0) > O9 END OBLITERATE EXISTING FOG LINE. ^ L 0 OlnLf) M N 00 wo INSTALL WHITE CROSSWALK MARKINGS PER MUTCD REQUIREMENTS AND � c0 M 1 0 O ACHD TS-1112 DETAIL 18. XO v) 1 1 INSTALL WHITE RIGHT TURN ARROW PER ACHD TS-1 1 13.01. m w cn o U) U o � m E � w ro w ro z 0, W U r Ln W W X W O O O W N N (/7 O O z IRR 0 W RR z O Z U — — — — — ° d d°°- - - - A -< -a -°- - - Q -- - - - -a - $a- - -°a - -° - d-a- a -aa -a - - - - - - - - - - -,- - - - - a - - - - - -,d a° da a a a Q Llid dd a d d d d d < d d d° °d Q wg ag_d O W OfO z w N ccn D $ 4 1 w cUn J 6 0 BYO 4 1 0 o J o o Z� EP EP EP EP EP EP EP EP EP EP EP EP EP P EP EP EP EP EP EP 2 :F °' P - - - EP- - - EP - - -EP - - - EP- - - EP - - EP - - -EP - - - EP- - - EP - - EP - - -EP - - - EP- - - EP - - -EP - - - EP - - - EP- - - EP - - EP EP EP EP 0 O - - - - - - - - - - - - - - - - - - - - - - EP EP EP EP EP EP EP EP EP— Q = L — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = z w O J EP EP EP EP EP EP EP — — — — — — — — — — — — — — — — — — — �_ ���P=7 — — — — — — — — — — — — — z EP EP EP EP EP EP EP EP EP EP EP E EP EP EP EP EP EP EP O TB Tg Tg TB Tg Tg Tg Tg Tg Tg TB TB TB TB TB TB TB Tg TB Tg P P U TB TB TB TB o—T -E��TB EP OF Q ❑T $ CTl OHP OHP P Lu N OHP 1 275.00' TRANSITION 1 DESIGNED: C. GRAHAM 100.00, O DRAWN: L. HAASE cwn ' CHECKED: C. GRAHAM D Df APPROVED: C. GRAHAM z O 0 PREPARED FOR: D o G20 LLC a_ PO BOX 593 W EAGLE, ID 83616 a I ° ° I 1 J � J to 4 I I I I I I d d \ \ d 100.00' TURN LANE 100.00' TAPER RR I \ - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — W °° O ° — — — — — — — — — — — — — — — 7 d < < ad^ ° < < 4 . a da 4 O <d ' d d ° a d ' ° a a °< < ° ° d a < < ° d °d d d a d a e d O � Q 10 3 11 11 Q 0 p z N 4 1 EP EP EP Ep 1 ❑T z z w ' 2 2 o , 4 o ? EP o_ EP EP �Q I 4 Ep Ep �Yp ❑ 0 1 9 p O Z � 2 — — EP EP EP E EP P _ O — J � — - - - - - - - - - - - - — � r __ —EP - - - EP — EP- - - EP - - -EP - - EP EP EP EP E P =—EP EP EP EP EP EP EP V — — gyp— EP— � = a — — — — — 5 — I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ISI — I— - - — - - - - — - - - - - - - - - - Q W `� _ _ (� Z EP EP EP EP EP EP E EP EP EP EP — - - - - - - - - - - - - - - EP- Lu w EP EP P EP EP �p � P E O OHP OHPOHP-0o TBF'P T TB TB TB B TB TB of— — G p OHP OHP OHP- U) OHP HP OHP O 1 3 1 1 9 z 100.00' TURN LANE 100.00' 275.00' TRANSITION 0 C cn G J z Ln y Y 0f O w cn W. AMITY ROAD STRIPING PLAN J_ U d N Q O N V)i CSW PROJECT NO. 19022 J ODRAWING DATE 04/10/2024 0 C a w a C8m 1 U H U