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HomeMy WebLinkAboutConstruction Drawings_Part13 a m N NOTES KEYNOTES \GE SFo O j 1. COORDINATE WITH ACHD INSPECTION SERVICES PRIOR TO PLACEMENT OF O INSTALL 4" WIDE WHITE FOG LINE PER ACHD TS-1112 DETAIL 17. E PAVEMENT MARKINGS OR RELOCATION/REMOVAL OF EXISTING SIGNS. z 16970 a 2O INSTALL WHITE LEFT TURN ARROW PER ACHD TS-1113.01. 3-2-26 Q 2. VERIFY FINAL STREET NAME APPROVAL PRIOR TO ORDERING STREET NAME SIGNS. I O ��9T PLO O F OF vD ,ZP � O3 INSTALL 8" WIDE WHITE SOLID STRIPING PER ACHD TS-1112 DETAIL 15. �QjN gyp, �_ 3. INSTALL PAVEMENT MARKINGS IN ACCORDANCE WITH ITD SD-630-1 AND MUTCD I 0 15 30 60 90 NE M.G U U REQUIREMENTS. ® INSTALL DOUBLE 4" WIDE YELLOW SOLID CENTERLINE STRIPING (NO N PASSING TWO DIRECTIONS) PER ACHD TS-1112 DETAIL 7. J O5 INSTALL 24" WIDE WHITE STOP BAR PER ACHD TS-1112 DETAIL 19. i SCALE: 1" = 30' Fn c u� © BEGIN OBLITERATE EXISTING CENTERLINE STRIPING. o i J i O END OBLITERATE EXISTING CENTERLINE STRIPING. L -wl v) ® BEGIN OBLITERATE EXISTING FOG LINE. I L rn J I O END OBLITERATE EXISTING FOG LINE. rr 11f'nn L O 10 INSTALL WHITE CROSSWALK MARKINGS PER MUTCD REQUIREMENTS AND 100 0 , ACHD TS-1112 DETAIL 18. O 0 c c 1 1 INSTALL WHITE RIGHT TURN ARROW PER ACHD TS-1113.01. I CIDw cn I N a - Cai 00 1© INSTALL 4" WIDE YELLOW TWO-WAY LEFT TURN LANE STRIPING PER SITE KEY co o bi ACHD TS-1112 DETAIL 10. I 1"=250' Z L - u Li u cn W orf a_ X W O w Q p Z W W Z Z O U I U g n orf 0 O z z o IL z a F- ILL] of M U w I / p o Z o Ln / cv - - - - - - - - - - - - - - -�/ ,( Q o BLOCK 9 J ------------ -------- O-------------- O U ;ILL. ° ° ° ° ' oo ° ° ° ° ° ° ° e ` a ° ° ° ° ° w o a a 0 $ 1 , W 275.00' TRANSITION 100.00 100.00' TURN LANE , 00 DESIGNED: C. GRAHAM W w DRAWN: L. HAASE — > - >- - >-V > - >- - >- - >- - >- 4 >- - > - >- - >- - >- - >- - >- N o CHECKED: C. GRAHAM W -----Ep E EP EP EP EP EP- EP EP EP EP EP EP EP- EP Z W d3 d3 d3 d3 d3 3 d —cd� — d3 3 d3d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 - J APPROVED: C. GRAHAM —————————————————————————— ————— —————————— z6 I — ---------------- ---- ------------ -------- ,- u o — - - - - - - - - - - S. LINDER ROAD p R � -d3 r-d—eP�,----�a------E----------------------------------- PREPARED FOR: d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 —d3 d3 d3 F 1 1 1 LLC � -el al al al e1 EP�E o al a� a� �� a� EP��FP � 0 PO BOX 593 w $ O P EP j p 4 z g z EAGLE, ID 83616 3 EP EP EP , Z � 1 < U J J V' Z Y 0 Q O W N V N W > � i i I V) �, CC d li I Z 0X Z Z m I - - - - - - — - - - - — _ _ _ N Z 100.00' TURN LANE 100.00' TAPER BLOCK 8 w - - O Z I. ° a, ---- 0 IR CAIR IRR IRR IR2 IRR IRR � ------ ----------------- IR W ------------------------------------- - cn 10 ° a V °c < Z .v W L Q , < - -< - - - 11 - -< - 1 LL Q M W �_ 0 1 O w W d d3 d3-� d3 d3 < < - -< _ 1 9 > � W �+ —< u LV O W �EQ I 12 o_ O d3—d3 < - -< - -< - -< - -< - -< - -< - -< -< - -< � 6 d3 d3 d3-o d3 d3 d3 d3 d3 d3 d3 d3 _Ln O J # d3d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 3 d3 d3 d3 d3 d3 d d d3 d3 d3 d3 d3 d3 d3 Z ——— ——— ————————————— — ————— ——— —— ————————————————————————————————————————————— ® -- ---- p ---------------- Q - - — - - - - - - - - - - - - - - - - - - - - - - S. LINDERROAD � I � _ C IF 3 - - - - - - - - - - - - -� Q Q - -------------------- ----- --- ------- --------------- — ----------------- _ a Z �/ J --- Q LL d3 d3 d3 d3 3 d3 d3-� d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3 -------- d3 d3 d3 d3 d3 d3 d3 d3 Y - al _ o/ el EP EP �Pa�j a —E$1 al EP al e p el H EP EP EP EP EP EP P ai al al al al al al al al 1 w 0 dHO dH0 dH0 dHO dHO dHO dHO dHO—0 dHO dH0 dHO O O -' � , 1 / _ _ �I 0 4 0 U , 100.00 275.00 TRANSITION 1 9 L J 1 1 U W C14S. LI N DER ROAD STRIPING PLAN CSW PROJECT NO. 24005 U DRAWING DATE 03 02 2026 0 ce o W @ a- C801