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HomeMy WebLinkAboutC4.0_Street Plan and Profile V19 n In w 1r w 0 O 3 F- z Ld O U n F 1Y O H z Iw 5 F- z v) LL O z O Q U O 0 Li ct z O F- U o Ld z ¢ J Y 0 O Ld jn LL O w 1L O d w N z w ct v) z cn U ct J O w U N N O N H c) of r o 0 U O m SITE KEY 1"=250' %00 00 O' 9 / 1 / y0 �c 00\ 10x^6^O�ry\� 00 / 3 BLOCK 2 4 / 5 / 2775 2770 2765 2760 2755 2750 104 BLOCK 3 6ry x OOv KEYNOTES lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. O2 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. Og INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER (OM1-1). 1p 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 11 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 12 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". 6 7 6 � BLOCK 6 \� ACHD SEEPAGE BED #2 BLOCK 6 2 3 4 5 6 I'S5 10 6�Gyy ry16 �0•x 6�GOry 'L16 1�x ,�GOry ye. ry,\6 �"�x 6�GOa- '\ 1� '\6^� �� ?\ EA 0 1 —~ 13+00o m _ + q I — 14+000 — i —10 F In- "S AVERIL WAY IK ~o 8 1 /2%B�� 23�s J..�. G ^'yh ,�L' j . ,\'oy .�Q-G y 1'0 •CQ'G px� 01 y v k.� px^ O S ry'\ u 4A ryA ry� _ � 1 O 2 J� ACHD SEEPAGE BED #1 Z' SEE SHEET C4.1 3 4 5 ACHD SEEPAGE BED #3 ®® I 15+00 , 6 'oo I gA c \ ry^6 . �rr O � 1 � 2 W SEE SHEET C4.2 0 0Q 4 N N n ol a,— I, 10N N 0 m �+ ui N w 11 a J O O + Q U �I N FINISHED GRADE w5 S w W --- jp + O r --O ----------- -------------------------------------------------VI..W F J¢ W ---- -------------------- -------------------- -------------------- ---------------------------------------------------------- 5 d 5 a d-- a --------------- m a N ^ J Q N v --------------------------------------------- _ _ 0.50% -- --------------------------------- ------------- ------------------ --- w N >a w N w -- — — -- (L a - a a -a --- --- - -- - _ -- -- ---- ---- ---- ---- ---- -- --- — _ _ - - - ------ 1,15 � m I!) a0 M)� +� -4NN 11- I J at0 - NN dW w oo� 2.00% +N =I EXISTING GROUND ---- Ld ELI ---- ---- ----------- o rl --------- cj w ---- IIN ELll d N n N N N n N N n N n N n N N T n N I Y n N O T n N N n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 S AVERIL WAY PLAN AND PROFILE STA. 10+00 TO 1 5+50 2775 2770 2765 2760 2755 2750 7 2 ) 0 20 40 80 120 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' SEE SHEET C4.1 SEE SHEET C4.2 6 QQ ACHD SEEPAGE BED #1 C / LA 10xA I� 1 1 10 9 8 / a l O hl � 'I I BVC ., SEE SHEET C4.1 2775 2770 2765 2760 2755 2750 �G 9°j 'S1s G 60. �.. .•.. 9 v r9 9e X 6A Off, ; � ..i 2S C? Q Z + \ •N o-16ryyy�G�. 1 1 x 9 ♦'` rah U 12 00 — — n S TINDARIS AVE ~ 13+00iz- 00' 10 v ®® / u \ ^ cam'` 2 xry1' 6h .'� �a• xy ry6 .--� G, .y c 6 1 qQ xr\'`6g x 0�,y� 1 ory .ti ' ,,�. `1'G6 x'\G• �ry = a' c 5 7 8 9 I 10 4 BLOCK 4 ry� ry: SEE SHEET C4.2 BLOCK 2 33 N ci r 0 ------------------------------------------------------------- -------------------- -------------------- ----------------------------------------------- -------- ------------------------------------------------------------- -------------------- -------------------- ----------------------------------------------- ----� + O ¢ - -------- ------------------- N---------------------------------------- -------------------- -------------------- ----------------------------------------------- ----N -wN w w - 0 0 oN ri 'O� --------------------------------------- n -------------------- -------------------- FINISHED ----------------------------------------------- GRADE a as a - - r O -rn- j0� M + -------------------- - ---- K + O }- 0-------------� n------------------------------------- N -------------------- -------------------- ----------------------------------------------- ---- - 2.o No N Q Q ¢ ---- O H N II¢ ui II J------------- w N W ------------------- --- 1.38 -------------------------- -------- — ---- ---.N Il.-- - w w > - (Uia >j da d 5 a 5 a i — — —--00N IN N01 04a 2--.0-0% OM Oil -_n 16 L6 +r- ------- 04 nN ID `r a -- MJ - ' ' ^ it J r w w W.-- NU) �' `� EXISTING GROUND rL a o ------ 00 N -1.99% 'o -� N n. - ---- ---- ---- ---- II ---- ---- ---- ---- ---- ---- ---- ---- --_- - +p ------- ow— + i� --------� N II-- ----- ----- ----- H ---- IL w ----- - I N II U J w w ---------- a ------------------------------------- - -------------------- ----------------------------------------------- ----- 12" STORM DRAIN CROSSING t` N f 0 m W N O n �r�� br�� Ny N N N N N N N N rr rrOr�� N N rr rrhr�� N N y N r�� rrm b N P r 10+00 10+50 11+00 11+50 12+00 12+50 13+00 S TINDARIS AVE PLAN AND PROFILE STA. 1 0+00 TO 14+00 14+00 32 2775 2770 2765 2760 2755 2750 �g5\01�L Fib OENSFO 16970 S 6-2-22 00 T�TFOF\OP�,�.P� �7NNE M. GAP YJ JW E >�o y C �N3 CY)r 00 Q)rl o� X O co w O� am "o Ev 1 _ u w 0 c� 3 0 a I a a 0 z OO a U u u O �^ o � N Lij a z 0 z 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) (% L1J Z J O LL O 0 (VLL � Z Q O Q Z \ N Z Z Q � Q C)J d ai d N Q ` C) Lu Q O m 2 Z N N O Q C) LJJ d Z N LQ m � L1J v I d J_ LJJ Q CSW PROJECT NO, 22001 DRAWING DATE 06/02/2022 C4.0