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HomeMy WebLinkAboutConstruction Drawings_Part11 cs T KEYNOTES N o`�����E S _m ✓ a Q� = 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO an�`YYl PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. a ° 16970 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H ° a lSsx3 ,�g�ry0 2 R=20.00' ��7-12-2 0 (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST 2 � ? ti �, ��gTFOF`�P P•ZP INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". ° o N o a a ° N/VE a ya o a$ 2° Q3 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ° k 13- 0 20 40 80 120 titK ® INSTALL 20' WIDE CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE ° 'n V) 6" THICK AT DRIVE APPROACH. a 29 tK- LI# Y ?ss ass tih`' W. BISCUITROOT ST HORIZONTAL SCALE: 1" = 40' 0 (3) INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. a o� �s• !� RA?• I ��' 7 _ VERTICAL SCALE: 1" = 5' III �I � © NOT USED THIS SHEET. ° I 7 �i �+ o N 07 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 3 (�?ssR's > D 0' SITE KEY ° �o?ssR :5 w 1"=250' ® INSTALL TYPE II BARRICADE WITH KICK PLATE PER ACHD SD-1132A. TYPE II a I sA. N o M Go 0 BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE Q I �o 00 RED/WHITE DIAGONAL DECALS. � I O 2 ° O cf) 5 7 O9 INSTALL TYPE III BARRICADE PER ACHD SD-11326. TYPE III BARRICADES SHALL BE Q ?s ° a coU�p L U 00 ?ss 9v a ?s ��,7 0 so ° ° THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. d c Rss• a m E o w ��' A) e� ��+ sa o, a R=20.00' ro ® INSTALL STORM DRAIN MONITORING WELL PER ACHD SD-627. ° °LLJ L N 1.00% �'� 1.00% U d ° S C-4- W. BISCUITROOT ST �h�' J CV 16+00 Lo N SS ° N N h � ° N ohw INTERSECTION DETAIL w ° M SCALE: 1 "=20' 2 R , h `1� N R=5.00'Lo 0 0 0 R=20.00' 2 �q LR=20.00' cli o N N R=20.00' I ' IIr I (.0 rlR=20.00 o 0 S z � C' w I M I o Z I - O I I ' F- �° I r D� LLJ ?SSS I �G O - - 9 $ - - ACHD VERTICAL SAND FILTER #2 BLOC K 5 J o ft� w Q z c s°� �hh�O6 BLOCK 5 4 2 cn O o 26 I a _ ? ACHD VERTICAL SAND FILTER #3 I z w 61 ; I w 15 14 13 12 11 10 9 8 7 6 5 3 2 1 o ' �L S, o I Oi• R=5.00' CII I �--' ��'��' R=20.00' Q � x 0 � �� N Oz o w 25 I ° �� 1O�k 2 '� > > > > > > > > R=20.00' R=20.00' o�`' I -411111 $ ��' aSs k ,X �x �x �x ? ? ? S S S U cmo N G 3 G �, 1 I w 1 1 cS W x x x x h ss �0 2 -��. O ?s o�, ?s sR ?s s ? 9 ? S O ? A ? ? x S X �o m "'�, 01� 2 °O ; L�G s � xy — v 'g -SS,.O S, S ? - -SSs � SS 6 Ss 6' - S sr S O ?Ss S - �S 6' _ +I + � o,10kp / �. °, S O S O sr O x O sr O 1 0,•- - 9y.- _0 ,� O DESIGNED: C. GRAHAM Ln O ° ti0 �O ° S R? ?S �R 0 s ? S) ° �, pyx �� x6 ° , 0 sr 8 g �y �' �P �' Ln in �'o �h g fK ° h� �hx so �' x�` �h• X'�� XO o I BLOCK 1 I ° ® I �o 0 0 0 0 0 �cc �o �c N ti O I 3 DRAWN: L. HAASE co 24 i a 10+00� 7 ITT!- - 1�+ TID- - 12+00 - oo m 13+00 7 0 14+00 0 �- 0 15+00 ® ®� �o B.O. CHECKED: C. GRAHAM w s �- �Im -♦ �— N m—� I- —0 5 -+ �- - - - -.r 5 16+00 o m - 17+00 y: I W. BISCUITROOT STREET-► N M �- N O � N ,: m 7 9 APPROVED: C. GRAHAM _OSj, SiT °"> SOO 1SS�6+ SSS SSE SSR R \G U 2 2 v7 ?SS ?S \/�,clll xXxS7 `9 ? OjS � _ O� 9 pc S 2 3 I 2 vXs�i 9 � � �C AA �C x�S C OS C A0 �C- -x, JP- x0 J,P- co - -co ° -co - - - - - xr°. .�0-� _N _'sx 8 M - - _ ti ' �6, �? O PREPARED FOR: cr n R R R �— + fpI s ��- S C� o G 2 0 LLC o S � I .° S , o� •e e •s .�, � o A o + � + � + � �~ �k � � � o ?s I— �' ,n�•�� �`° �°� ° Xa � xo � � S I 2 A R R in � I� � 2 �— h— Cc �n ? C' X R=20.00' > > 4 N `1 Q S' k x h s s w O 6�. 1� R=20.00' I SOic> >L o N N M N a W N �x �,�' > I �s ss N ti� 4 A 8 R PO BOX 593 w R=20.00' 2 h� `� ° N � q J �� X 'L I EAGLE, I D 83616 1 � 0 h Q `�O Aj O SO SO U 6 ��� Q SO 6R 6 N U R=20.00' LG 2556.86' I } p > ,Q Q °° 2556.86' LG Q I o > I 2 A° ^ 2 ° 22 I I 17 16 15 14 13 12 11 10 9 I ° �a0 m rn� I I v=, I BLOCK 3 ^R=5.00' NLo I co h1-O % SSj �C ?Ss ry0� 06 D' I INFILTRATION TRENCH #4P -- ° ?SS 1• o� �, 8y° �. ? w (PRIVATE) 5 I • i PRIVATE h� ss� <c W. MINARETS I oc I INFILTRATION TRENCH 5P s O 21 I . N BLOCK 4 (PRIVATE) I o R ?ss g% N ��6 I W 69 I\.- - - - - - -`-� '3 �hy�. I I I J `ti�� R=5.00' A° I 8 8 ° 4 I I I 4 s LL lOi ] 2 0 � . LG ~ 255782/ ° 2 ' ° ° ` SEE SHEET C4.1 SEE SHEET C4.0 Off�// O N LL R=20.00' 2a 2557.52' LG/ 2 R=20.00' Z z I 6 / I 2565 2565 Z Q 0 ---------- ---------------------------------------------- - h =R 20.00 = z w R 20.00' 0• w ,,�'� Ss � O � � c � _3 z _ CL co X Q ° O ----------------------------------------- N 00 ----------- -------------------- ------------------- ---------------------------------------------------- ------------------------- ------------ ------ - w ----------------------------------------- M _cZzn Iso Q3 -- - - . aQ° Lq N coO O N - - It - - - - - -- - - -- N O � ---------------------- In ----------- ------ --- --------------- ------------ -------------- --------- of *---------------------- --------- ------ + ,. ----- ------------------------------------------ O . Z> 0 Lo L a aor- + Lc o (>Q/� ~ z 2 04 + > + Lo c 2560 + + -*C) L0 ,n + N Lo Lo 2560 LLQ Lo n FINISHED GRADE "2 ul II z: N II w N N N II = JO o 0 Q II ------------------ > > ------------- N N N w Li - LLI N 55 dw� - 5- - --- ---- ------ ------------- - ----------- -------- - 5 > ----- ------ > 5 --------------------- ----- a-rr 9 � a cl a. a. cf) -- - ------ -------------------- - --- --- --- --------------------- ---------------- --- ------------ -- -- - ce 9 -050- - - - - -1.3 - - - - - .2555 0.50% - 2555 Ll)_ ° ` ------- ------------- ----- Z -------------------- -------------------- -------------------------------------------- G N --- --------------------------------------------------------- -------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- ----------------------- -------------------- -------------------- --------------- Ji h + 12" STORM DRAIN n N Q O• �O ------------------ ------------------ ----------------------------- --- ------------- ------ ------------- -------------------- --------------------- U ti o� Y y � 12" STORM DRAIN CROSSING a w 2550 a p 2550 � m w CROSSING w R=5.00 -------------------------------------------------------------------- _m--- -------------------- -------------------- ------------------------------------------------------------- --------- ------------------------------------------------------------ -------------------- -------------------- --------------------------------------------------------------------- ------ -------------------- -------------------- ------------------------------------------------------------ ---------w Yp -------- ------------------------------------------------------------ -------------------- -------------------- --------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------------------------ ------ 0 2545 _ to 0) _ _ _ 2545 M 0! M R M le N M NOR OOR � M d N n W OR N O n T N W N 3n121O 1f170W 4NHb7'M G�' ® ® R It vi a to a vi vi vi vi vi ui vi vi to It to -* to a to to ui to vi 0 It 0 It 0 ui 0 ^i7 N N N N N N N N N N N uo to u> to vo to u> to v) u) u> to to to u> to u> to u> to to to to to to to N to In to N to In to N to In to N to In to to to In to In to In N N N N N N N N N N N N N N N N N N N N N N N N N N N N N W PROJECT NO. 19005 DRAWING DATE 07/12/2024 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 o N 0 INTERSECTION DETAIL W. BISCUITROOT STREET PLAN AND PROFILE 0 (I SCALE. 1 o,=30 STA. 10+00 TO 1 7+2 5 C402