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HomeMy WebLinkAboutC4.1_Street Plan and Profile KEYNOTES N p�`����GE S •tip, zo 10 NOT USED THIS SHEET. © INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. 0_ O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD 07 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. �A 11669-70 J 4-10-24 SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". cP p ® INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES 0 �9T P� O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME PANEL SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL OF cn PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED 'TRAFFIC DECALS. 0 25 50 100 150 E M. L IA m YELLOW". O9 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED 0 IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE J ® INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. REFLECTIVE RED/WHITE DIAGONAL DECALS. HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' N Y O5 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. , / ® INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. Y SITE KEY J II I 1"=400' -i o J >� 0 w L z a 1 a Ln ��M� a) 00L �o 00 012 0 0 v a, ° m LLI r. can ~ M O U) " 00 2 7 J g a N a0 � N o ° 2 m E w V) f6 z / / R=20.00' I a ra w 2 9A, l�, �6o u J do cn d ° ° d ° °4 d ° 0_ ° 0000°%? r w ° - SEE SHEET C4.0Ld ? °e m S`9X) "' I \ W.JASPER STREET 9' ��' 6 \ . _ O \ 3 - - - - B.O. \\ \ 6 269R) //(_,tK 9080% S o 0 z a W \ "0 ° oo ° d ° °° ° °d d ° d° d ° _ O BLOCK 3 3 \• 0. QI BLOCK 4 01� 4 U) 0 o 1• Q w o H ACHD SEEPAGE BED #3 I GRADE_ o > Q O Q BREAK BLOCK 5 ACHD SEEPAGE BED #2 O I .' ACHD SEEPAGE BED #4 x N 1 2 3 R=20.00' S 6 r I l l N U c� w 2 I o I } Ill 7 0� 5 INTERSECTION DETAIL u J g N SS p �J R=20.00' 1 1 o�� R=2o.o0' 1 x2 Y 1 ° Q w SCALE: 1 "=20' o Z 0) XO 7 c x_4�0 G U r U t h �� U 126�q �S�9S U I 00 0q- � p J z �G O 2 1jx0 2 S ti6 `� � 4JG oil a of 00 ^ �' r'6� S �gx �R izx 9G2 C Q I 60�°'',max�hO�G 0 G G G ' U) O cn .� oo s9 o ' 6 0 0, �ti yo �- + `'s 8 �'J I w I ti a 8 D O rS 9S I 6 60' �. x co m + A 9 O s98 09 A� B o + I �� ^p Oy 0� 0� 00 O O O �6� �Ox 4 00�C I r�0o�h��x ry�0 �ti N N �s SO? 9S 62. S O� �cP �' v 16 ISO. hx100 �x�.-�00. 6x�L--------��h�Ox00- -q------ 6�x�O----- N a w o J O 610+00 o m f- 11+00 ® 12+00 0 3+00 0 14+00 0 15+ W.JASPERSTREET z -^ a1o� - �- - 2 - I - o \ ♦- -I - -o - o m - o- ® Ui o 16+00 C) p m ~ 17+00 0 18+00 F H O 9 N ~ 7 W.JASPER STREET N m 2 ml O� -�I ^ I- 0 3-� - i - W 0 N N 7 4 N 2 Co) N N m F ?S9 �si9 269 U U M O N L� sz A S S 6' 6' U 9 .9 9 U 9 0 '• > > w E5 8 �0 !S 5 1 S9 � > S� ) 80 �6, 61 8S `90O? Oi� OX OE W / / °d I I a x Ox o co > > 2 2 o o O G 6' S S 9 S / O 00 �:, S� � ^ rn 3 xRS��+ xS9 C xSS ��, 2x8 TPC o w Ki N r Rx� 5 �x �Sx 0 00 Sx,� 176 16,x 7 X S X sr �e S N O rn 4 7 t= r h r r cA A O 6S O �j O rz 1' O O 2 0 > > x `° °� °� °� °� e+n �^ `� N N °� °� O� + 2 96, >>� �0,�' B0,�' 6SO,O �20,O // / ° V II DESIGNED: C. GRAHAM O I N N Lb N r / ° 1 1 ° DRAWN: L. HAASE wi R=20.00' N � I w 21 20 1 9 1 8 1 7 1 6 15 R-20140 R=20.00' 13 12 11 10 9 8 7 6 4 /// 11 � I I 1 ,w I CHECKED: C. GRAHAM 5 4 3 ° I I ° APPROVED: C. GRAHAM BLOCK 2 BLOCK 2 2 I I 2 z ° 99 PREPARED FOR' o 6 CC 60 ° 2O tiGN d 2 G20LLC 10� d° °° f� 0 O .17 d ° ° d a ° a PO BOX 593 ° ��. �tK EAGLE, ID 83616 Q 2715 2715 aoo 'co11y% 02. '`� `G ��� iO `O 0) 00 ?69 0�' rn °` 0) o ------------------------------------------------------------ -------------------- - ------------ ---------------- �6 ------------------- -------------------- - N J N J— — �° G 6 N C9 <O� CO.0 C9 N J J — — — —v—N (9— —NJ - ----- -------- ----------------------------------------------- ------------- --------------- LOW PT STA = 15+70.98 �s 26 �G --------- ----------------- ---------------- ---------------- ---------------- ----------------- ----------------- ----------------- ---------------- ---------------- ---------------- ----------------- 9 O cn LOW PT EL = 2699.64 - --- --- - W.JASPER ST 9� l lc 99� �d Y PVI STA = 15+95.98 ----- ----- 51.00% ,C• 2710 PVI EL = 2699.89 2710 do w K = 25.00 d ----------------- -------------------- ------------------------------------------------------------- -------------------- - - LVC = 50.00' ° ° ° ° ° a ° d W J ------------------- -------------------- ------------------------------------------------------------- -------------------- — -------------------- -------------------- -------------------------------------------------------------J rn coo a0i coo � L.L_ 0- O rn o 00 I-rn N O ----------------- -------------------- - 2 ------------------------------------------------------------ - ------------------- ------------------------------------------------------------- - +N +N ---------------------------------------------------------- O 2705 Y+ o v w v w 3 O0� 2705 z c- z _ 0 > > N (� gQ " m W ----- INTERSECTION DETAIL 0 0 3 C) w - --------- 11) ------------------- --------------------------------- W- w N w ---------- ---------- --- ----- Z • Oo> SCALE: 1 "=20' — J � �00 M NQ > > , ^ (n l(j --- ------- zQ v I w o N O Oo FINISHED GRADE - 2700 00+ II N O 1.00% --- I 2700 > Z o EOo----------------- --------------------------- _Q II - ----- - --- ---- -- - ___ ----------- z Q (n = II N N W Q Q II ------------ --- N m z z� w a s 1.00% - _ ------ ---------------------------- - -------------------- -------------------- ---------- _____- --- w w c� w> > ----- mcL a------------------ -------------------- --- ---------- _-- --------------- ----------------- ----------- -------------------- -------------------- -------------------- ------------------------------------------------------------- ------------------- V) 2695 \ 0.80% - ----- -- - 2695 co LU z --- ----- 12" STORM c[ W DRAIN CROSSING O (CCZ U) ------------------ -------------------- --------------------------------------------- --------------- ---------- -------------------- -- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- G = EXISTING GROUND I- -----------------0 -------- --------------------------- ---------------- -------------------- ------- ----------------------------------- c� -----------------+ ----------------------------------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- ----------------------- --------------- -------------------- J o 0) 12" STORM J II N Z 2690 W V) II DRAIN CROSSING 2690 — 0- 0- w ------------------- -------------------- ------------------------------------------------------------- -------------------- - ------------------- - ------------------- ------------------------- ------------ -------------------- ---------- ------- -- ------------------------- - ---------- -------------------- -------------------- -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- --------------------------- ------------ --------------- 12" GRAVITY w IRRIGATION CROSSING ----------------------------- ---------- -------------------- -------------------- ------ ------------ ------------------------------------------------------------- cn J 2685 2685 O � O � O O M � M � M M M N M � M I� M u0 M I� M M O � u0 M O N lO N O C! It IM 01 aD It N 01 lO d O 01 I� d O 01 N It 01 V1 a0 O K) V1 0) O a a a a to to to to to to w w w w is is is is w of co of of of o co 0; ri o 4 (6 rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn rn 0 rn o rn o 0 0 0 o d 04 co 04 co 04 co 04 co 04 co 04 co (o co (o co (o co (o co 04 co 04 co n co n o 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 N N N N N N N N N N Q O N v~i CSW PROJECT NO. 19022 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 17+50 18+00 J ODRAWING DATE 04/10/2024 all 0 W. JASPER STREET PLAN AND PROFILE Q STA. 10+00 TO 1 8+50 C 4 . 1 u