Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Construction Drawings_Part8
a NAL F m LA m °j — o`` �,�GENSF4 J I 'u a_ O ti�O Q ° 6 16970 ° p a 2 ° IL CL R=25.00' ° 1 - - ��' 2 n ��3-2-26�0 W F 4 ,�°° U) U 0 15 30 60 90 1 a ° ° 2 ° `Il ° cL °°°°°°°°° ° ° _ ° J SCALE: 1" = 30' i 0�`1�' 1.0790 cn — do ti6 `�, �� ° z ° N o° !i 0 I TVC G TVC �G �00 �c i � I w 2692.43' �� 2694.74' S`99 �G >>• _ — W 0 KEYNOTES I 2692.45 ti6 �s9 c4 °¢A• _ 2j > 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET I W W. ROUTEBURN DR _ kq° 3 ^o L N U TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. ° I TVC — _ kp N L3 La rn N a) 2694.48' _ O O I R=5.00' �TVC ?S.9 �L J ?s99 ri r (c,0�3 , °g°a z O2 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD oC 2692.43' A �' TV0 �� �S•0.82% " � � 8 a a XO , 1 a c� 9• 2694.74' !z , N O SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED 'TRAFFIC W I w �� J `�' ��' °j�' ° ° 2 ° m w , V) YELLOW". ° ! 9i rn tiro / ° O U) U 00 Z I c '� ctOv �,��' W. ROUTEBURN DRIVE ° oS i @) o O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME J tiro °Q o � o `�' m E " 0_ PANEL PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE ANDfo ° a ° 2 00 z COLORED "TRAFFIC YELLOW". I 1 W °°°°°°°°°° ° ea ° ti ° 2 — foo w " I 2 4 °° a ° ° m ° R=20.00' 2 ^°° - - ® INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12 SUMP. 1 ° ° ° ° a ° o I w v 6 , r,- V O INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. i TOgs9�SS• R=25.00' © 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. I ° o_ + I W 0- w O7 INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. W Lu oz ® INSTALL 4' ASPHALT RAMP TO TRANSITION TO EDGE OF ROADWAY. N INTERSECTION DETAIL N Q INTERSECTION DETAIL o O9 INSTALL 10' CONCRETE SIDEWALK. SIDEWALK ELEVATION TO MATCH THE CENTERLINE SCALE: 1"=20' ELEVATION OF ROADWAY WITHIN f0.5 FEET. SCALE: 1 "=20' CD z o 10 INSTALL 2'WX12'LX3' DEEP SAND WINDOW TO FREE DRAINING MATERIAL. SEE DETAIL 1 Of O SHEET C9.0 AND DETAIL 5 OF ACHD STORMWATER DESIGN GUIDELINES SECTION o d ° z _ 6 I 8200. ~ 11 INSTALL 5 FOOT CURB TERMINUS PER ISPWC SD-707. ° a_ Ir/ Q ° O Of z I ? a ui c� U 7 R=20.00' z 1'�rL� O °d o 0 N 1 a ti Q N Z °° cn I M ° ° ° ° 4 2 z w J 0 5 ''��,� z 1k aY W. ROUTEBURN DR N 1.5490 `off.<O a� ° 2 v BLOCK 9 0 3 11 , _ c� \ It a o O \ \ \\ \ 4J '° Lu R=20.00' � 96cL ° oy0 9 ° "60�°. ° 0k 0—� oa`�BS, ° c •1 6�g 2 DESIGNED: C. GRAHAM O cLrO cLrO `L a ° tib ° 0 I y1` Z'112� Jr DRAWN: L. HAASE 8 10 3 10 m I O� ° CHECKED: C. GRAHAM W pP T?6Aj �pP , �pP , ,SOP . SOP , SOP , CpP , � �pP , SOP . , W I ° ° ° \Lc) cv �' •� ° O ? OJ�r�rO �6� ��' A APPROVED: C. GRAHAM > — �r0' — — — >— ���— 0 ��� 0 � '� N O0 6 �° 0 h 6 0 �tp_ � �OQ ° S >- - >- ro >- - >- �. >-° EcEP � EP cL-EP EP `L�°—$EP �� `LSO o EP �L�O EP—N �O W O ° d J \ ^ ° O 3 't EP d3 3 d3— O t _ N ry EP ti E Z I • z ° cl ------------------ —o d3---d3--d3---d3---d3— --d3---d3—�— d3 d3 �� d3 -- d3 — N3 d3 I i as U o ------- - PREPARED FOR: 0 5+00 1 6+0o S. CINDER ROAD I � 9 LG ° O 7+00 1 8+00 , u I TSITE KEY * 2712.53' �L F1 1 1 LLC or� ,� �6 �� °� ,�h �� — �� Q 1"=250' �, 3 ° a 6 ��� PO BOX 593 �� --- ?S-- tiog� ��'+,-- �'oQ`F+,d3 ---cL�O96Q +,----r' --- L�Oo6 +,-- cY�Ogh l�'+, --cL�O�'� L�'+,---- �L�Oo� `�+, 6�'� `�i+,--------`L�O� LF', ----, - / / =E�l od3— pP d3 —d3— a -- — -- _--- + ° ° EAGLE, ID 83616 EeP �O d3 x-d3— OPd3 pP d3 OP—d3 d3 pQ — ———`1' F 81 81 n 1 91 -E �—FPSs d3— yr d3 �O —d3 d3 �O d3 - Q 9S6'�pq �S9 TO ?s T @t P al EP 81��—al EP al EP S• S q 90 09 6'9 TO 6' T ° ?• 0V .� S q 29 O 6'9 TO I69 A J A• 6S• `SO,,q9S 0q Dul� 6`• A• 00•<_ , Q Y N Z Q INTERSECTION DETAIL O w w SCALE: 1 "=20' — 0 cn V N � SEE SHEET C4.0 w O z O Z Z / BLOCK 9 1 I I z Z z Q I ., 0 p J O , W - - - - - - _ _ V cn o� - - -i ° ° I - - - - �� _ , \ Toos9�s—J z ? z a L pG�°` \ — — 0 3 BLOCK 8 — — — -o Y- — — — — w — ---� — — > Z - O , ti, ° a, \ IR RR R ce m O Lu IRR IR IRR IP R ------ G -- G G ---------- G R IR Il Z TOc SR O �O �p `p ^e-------- �p --- ---- a�pG L-----`pG ------ ---.pG - pG --I---pG ------ -- G ---- G m C `u _ G \ � , ° �• I 10 a a a a° ,�pc ° /,,lbc�b ,�pc�� ��° as a a tp °� tp �6 Q \w / D' 1 0 �' �rO ryrO a �(/�� (�(��1 rod v v ° 6g �0� v° 9 gcL gcl °Og a o�^� ° ^�' W / O CO , , ° `L " cL 0 ti6 �6 ° a�6 °° 6A z W >TOgLLI69?�`— — >— — >TOgs92? r:� d3 6 d3 d3— < < 6^; _ P 10 8 O O (n Vf O• 9• h ` Dc d: �.�. < A, `pP pQ OQ OP OP OP , P ( P O _ ell? w/ W E P EP I ti pP C ti pP 'y OP o —d3 0g A ocL' . Z } cL—d3 d3 cLrO ,� d —cLrO 0 3 cLrOd3 d3 cLrO�d3 �6A d -tib�� d3 cLrOd3 —— d3 —d3 d3 d3 d3 d_ d3 d3 3 d3 d3 d3 d3 d3 d3 d3 d3 d3 d3——— d3 —— d ———d3——— d3—— O d d __ d3___ d3 d3 d3 r� __ d3 d3 o --- ------- J , N ————————— l.1 9+00 1 -J -o ---- o --------- _ 10+00 1 S. LINDER ROAD � 0 I Q O 07 _ 12+00 1 14+00 1 11+00 _ 13+00 15+00 O _ fro `�, __ 1 - cL 1 cb 1 cL. cL h ro p� Y 0 9ry0 -y1 g`1' i1 0_lD �-1 0 °oi o 1 1 do 1 cVo 1 --'n — cLrO L�`'— ---- rO `�`'---- 0 0 k, 3— �OP�3 ao d3 d� `pP—d3 --- d3 rL�pQ d3 ---d3-� �OP`d3 d:ao --rL pQ�- d3-- 3 Q��—d3 d3 —�� P d3 d3�6 PL�d3 ---d3-- �� Ql�—d3---d3 �6�W 81 al 81 _ _ 81 �p - p d3 pP P cL P ti P` 81 el a el 81 ai — EF EP '< � e EP el E EP EP EP 91 EP El EP P EP EP 1 al - 8J al al 3 NO d3 d3 �O -d3 d3 �O d3 d3 Z W �S T �S ) 269 1 JO ?69.-j0 81 91 81 81 81 91 91 Q J �592 T0q �692 �0q d TOq dH0 2s9, r0q dH0 �69 TO HO 269 J�0 dH0 269, T09 HO 2s9\, �q q 6'9� T0q dH0 09 dH0 9? oy dH0 �S 'q ?S •q U , csi>'• ?'• 9A. \ 6S �6' �6e y ��• A' 09• o Sg, S,s• S S Z _ / o ofuj N U U J C n1 CSW PROJECT NO. 24005 — DRAWING DATE 03/02/2026 S. LINDER ROAD IMPROVEMENT PLAN o 0 STA. 10+00 TO 21 +00 W 0- 4 . 1