Loading...
HomeMy WebLinkAboutC4.1_Street Plan and Profile V1APPROVED 0W22,22 9 SITE KEY 1"=250' w 1r w D 0 O 3 F- z W F- Z O U 0 z Ld Ld Ir H z Z N H LL o Z _O a U L� 0 O 0 O Li Ld W ct O F- U o G- W 1r r z a U J J (n IY O F- U LL O Ld G- o 1r Ld LLI 1r F- v) z cn !n 0 3 Ld _J U N O c� of r o U O 2775 2770 2765 2760 2755 2750 KEYNOTES lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. 20 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "H4" WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". O3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. OS CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. O7 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED 'THIS ROAD TO BE EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. Q9 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER (OM1-1). 10 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 11 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 1© INSTALL MIDBLOCK PEDESTRIAN RAMP PER ACHD SD-712G WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". (b N INTERSECTION DETAIL SCALE: 1 "=20' N T INTERSECTION DETAIL SCALE: 1 "=20' SEE SHEET C4.0 SEE SHEET C4.2 SEE SHEET C4.0 SEE SHEET C4.0 LOW PT STA = 14+71.36 LOW PT EL = 2759.34 PVI STA = 14+91.47 PM EL = 2759.12 K = 46.75 LVC = 100.00' Oq �n r+N II � II ------------------ ---- ----------------- -- - > W W ----------------------------------- - > LL m _Ooo coo ID of O rd nN �O �____________________________ W N N + r A. II ------------------------------------------------------- ---------------------------------------------------------------------------------- __________________________________________________________________________________ UW a ---------------------- H4 - a ----- M ci n m d 0 O d Y O M n n > oa- N ^ N N � H J z rn ------------------------------------a a - ------------------- uj-------- -- -------------------- -0.64% O.__ n + 0 } I� IN- 6 ---------------------- ---------------------- --------------------------------------------------- --------------------------------------------------- __ 0 0 N O H U o �z O o U N p o N 'q 0 O> 6 W + a0 II r N r x ocl + o�3 04r rnn a V)LZ a a-� ------------------------------- -------------------- -------------------- --------F rn -� -----N W -w w----------�-� > rn --------------------------------- W m - FINISHED GRADE 5 5 a 5;c� a a— ______________________ a _ 9 8 1. -------------------- -------------------- ---------- --------------------- --------- -0.6400 __� a 00 +r, O m W 12" STORM DRAIN CROSSING ------------------------------- ------------------------------- _______________________________ EXISTING GROUND ------ -------------------- -------------------- ---------------------------------------------------------------------------------- 16 a0 0 M M Y o T N I� n r M N v "l N 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 E CEDARHURST DR PLAN AND PROFILE STA. 8+50 TO 16+50 11+50 11+00 10+50 10+00 9+50 9+00 2775 2770 2765 2760 2755 N 0 20 40 80 120 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' YJ JW� o m c �N 3 Ln 0 ^ o v � N m cr �0 X 0 O rn c 7 3cl Q Ld a O u 0 @1 r� m E m m rn 1 _ u w 0 c� 3 0 N S a a a 0 Z O0 � I U uVO N O 0 N N 41 Q Z w J w O Z w DESIGNED: C. GRAHAM DRAWN: L. HAASE CHECKED: C. GRAHAM APPROVED: C. GRAHAM Z PREPARED FOR: 0 G20 LLC PO BOX 593 U EAGLE, ID 83616 Z) Z 0 W U � L.L IN a C) 0 Lu Z 0 Z Q orf, 0 Q < Z 121- el.(/'I d Q Q > Ww 0 M CIOG W \ Z W 0 W Q a W Ln WM W Ln Q 0 W U CSW PROJECT NO. 22001 DRAWING DATE 06/02/2022 C4.1