Loading...
HomeMy WebLinkAboutC4.0_Street Plan and Profile KEYNOTES S�owaL F ~ 1 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO © INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. ° ENSF� m 0 9 0 25 50 100 150 Qom ` o PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. O7 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 4 d ""� � 16970 m 20 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". ® INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES 8 4 o, 3 ° HORIZONTAL SCALE: 1" = 50' 4-10-20-24 SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL a a VERTICAL SCALE: 1" = 5' Op��9T O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME PANEL DECALS. oo� °h\ �'/NNE M�G�P�P PER ACHD SD 712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC 1 YELLOW". 09 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED ° �0°' \ g9S9 °26g124 d° IN THE FUTURE. TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6 WIDE a LG� U REFLECTIVE RED/WHITE DIAGONAL DECALS. a J ® INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. 269718' \ d � t�5 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. ® INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. 0 ° 1 a �� V# ° ° O Ql INSTALL 5 FOOT CURB TERMINUS PER ISPWC SD-707. 2 ° ° °° °o N R=20.00' \LG \• 6 SITE KEY " � d A� \ � d ° �W� �D E 77 1­ 1 =400 2697.44 ° °d n R=20.00' CIL-1 r 7� a 26 ' a � 2697.56 C) LG Ln ayCL) Ll o�o 3 � M LG 0 N00° ° X Q 0 z 8 2697.09' / J, o a v O SEE SHEET C4.4 SEE SHEET C4.1 SEE SHEET C4.3 J r\ -.1 LG �,; 3 can ^ 1-75% �o \ Co2697.80' d O u 0 N\ �m Im II I ;I / / 3 9 N \ .9 0 0 am E Ld I c�i^ I 3 BLOCK 2 I I ` / / ao ° / ° ra z I �,, I I i ACHD SEEPAGE BED #2 6 // Nfu f a pl u ^ \ ACHD SEEPAGE BED #1Lu ILu 2 $ 2 2 W S�x6S I� I � 0 3 W mm �^ Y �09 AS'69 7 a I G ` V BLOCK 5 BLOCK 6 I I vl I o f aW 3 LX I ; I °x , Z N-��x �O: 1°�6�Lx � \ 3 3�5�° r g5 �vG 'IS �� p 2 �k3� 1 N o 0 O v 66 0 0 6j X '` I 2� xS 2j x) 415g �1G / w N N = I I � N �' - ---L- I °tie y°6__L___ _'S °s '8 �R �O - 6g� ti , INTERSECTION DETAIL I 2 �1Kk�� / SCALE: 1 "=20' L _I 1.82% 12 O O 7 / o 0 4 Cl) / z m F10 00 0 11+00-0 3 2+00 U F o 13+00 0 Ld J o II- -m + ^ -I - -� m- - - -m - 7Sf00 2�2�g1 02 zo i 4 2 I ®® 1 M S. SWIFT CURRENT WAY M ®® ~ R_15 0 O° � �5+45• 1 1.82% ® �j �� m\ � vI 2 �O .ot�K e x� >L x �e x0 p`L xh 60 'to- Q w o m I h '� - --66 �h. �k o > Q O L_ °x 61 1 �x e ?� '6R o 1 1ti 1ti s aJ 9 / �Y /.' z w O m m 2 p ` •�°e' 09 = c rL i n �� / p a- z m IL v e°'� - I--- �� sxh Q w g N cp / Q W xe��� R7 x"1 "GC O Y p� �S / U U N e/ o J �`g�'O�'�k `flii'�A �N 3 BLOCK 7 / / cy• \ 3 4 / L~u w Q No N �V / / o z I / 5 / 0y 1 3 1 2 / = C� U co`1 Im n / 2 5 � / v1 0 p w 1 I 1 , / oy / / w a ACHD SEEPAGE BED 5 / °' W Q z I I f 1 # /. I v I I / i \ BLOCK 5 / ImA o � I Im e �' ^� 1 e �° ° //: II Im n I I ' x o°j 3 0,�' oX e°e ^`X ooe .`X °°�' .tiX �o°' ^ti �I e / I� JI! yy \ ,� e d ^ ee / N 2 / 8 5 0 0^ o" o xti1/ / Lu SEE SHEET C4.4 SEE SHEET C4.2 '0+00 \ do 11+00 0 .- 0 3 12+00 ,��° �"' w •° 269� 00 R_3pp.00 2 N - M - �3�00 7 a, o / DESIGNED: C. GRAHAM O 26 0 _- S. SELAWICI<WAY R_1p �- 2 cp o ,` 2740 2740 Cok N��x N� s9 oo���� to °' 00 d a, + DRAWN: L. HAASE Li to cn ------------------ -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- --------------------------------------------- - t,;�i A -- - ^��' 1►\N0° o - �� CHECKED: C. GRAHAM rnl 8 x r ----- - -- w ------------------ -------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- ------------------ _ �69 ?sr I � ti n: �6) • HIGH PT STA - 15+45.02 9 ° �' 2 APPROVED: C. GRAHAM �1 S 8 0 ------------------- -------------------- ---------------------------------------------------------------------------------- -------------------- -------------------- ------------------------------------------ HIGH PT ELEV 4 2727.68 -- Z o o. o u B �, _W z PVI STA = 14+99.22 � x°° a1 ^i co N � j xe JLc`° ' ` a w 7 O --- --- -- �- ° .�. n cs 7 6 6 O 0 = 0 e o � N �n• rn o Y g4. O 2735 PVI K L= 15.27 .00 2735 ti� 4 + N "? �, :ri N 2�� 0 3 * \ 1g+ g6'NC / to 00 \M� 9 sZ PREPARED FOR' = o� \� o LVC 91 60' z 8 8 oM N 7 \ ? / / G20 LLC N 096 .' N(0U Ld M y ��° 9 ACHD SEEPAGE BED #3 g3 5_ R jNC 2 PO BOX 593 +N +�a- 26g9.22, EAGLE, ID 83616 >_ ------------------ ------------------- ---------------------------------------------------------------------------------- - -------- -- --------------------------------------- -q.N Ln N 6 10 - ° z II II o 4 / Q 2730 U w CI.I)w w 2730 ------------------ ------------------- ---------------------------------------------------------------------------------- --- -------- ----- --------------------------------------- m ---------- ----------------w -------- BLOCK 4 7 5 LLI JJ / BLOCK 2 J ------------------- -------------------- ---------------------------------------------------------------------------------- -------- -------- ---- ------- ---------------------------- ---------- ------------------ ------------------ - 000 / 1( 1 1 Y LOW PT STA = 12+30.64 0 N / LOW PT EL = 2710.15 + O o 04 00 --------------- S 2725 PVI STA = 12+90.64 a N LO N 2725 _ w PVI EL 2711.35 > + ~ K 21.82 ------------------� a N �' �� :n N SEE SHEET C4.1 � ------------------- ---------- --------------------------------------------------------------------- LVC = 1 20.00' - ----------- _ - ------ -------------- ----i------- II J------------------- a- - --------- -N--------- ---------- W - -------------------------------------------------------------------- d o --------- c0 00 M r / O � � `OLn +^ �L O 2720 +to N +N U 2720 2710 2710 z ool ----------- - N II � II J jl W II w �Oe�, /�i d LaJ Z z LdW > > '� ------ -------------- - ------- ------------------- ------ ------------------ ------------------------ ------------------------------ -------------------- -------------------- ------------------- ------ -------------------------------------- Q w m w 00 M0 ------------------ - ---------- --------------------------------------------------- ----^ ------------ ------- --------- ---------- ------------------ --- ------------- ------------ ------------------------------- ----------- Lr)- t-- ------------------- -- - z O ----------- ------------------------------- af 0) (Q nII ------ = Q w La - Vm) w 1p . + o � ~ ' N N2715 2715 2705 rn 2705 cn ± o o ^ Li+ / -------- ----------- o N ------------- no O -O Z N N � H J N w wOr- 0 + r N LL o OO . - n r, (n (n w U + + o a� Jcn oo � O FINISH _ > PVI STA=14+06.96 oO C° ao Q N -------- Q + O • -------- ------------------------------------------ n w � - -------------- ---- -----� -------------------------------- cm to -------- IIN X ------------------------ ------------------ -GRADE ---- ---------------------------a_ C --- PVI EL=2699.14 7 ------ w o0uN + o - >- ------ ---- i => &a FINISHED GRADE �oo > w c�� --------- ---------------- --------- --- --- ------ -- ---- ------- - --------------------------------- z ---- --- --------- a � II N a F- J J N0 ------------------------ - LLJ Q z c n 0% � �2710 cn w 2• > -1.34 cn _2 % EXISTING GROUND c cn Lij _ > > > 1.00o -------------- _ - ------------- ----------- --------- -------------- --------------- ------------------- ------------------------------------------------------------- -------------------- ------------------- m � ------------- c0a- CL > > -_-mom ------------------ -------------------- ------------------------------------------------------------ -------------------- --1.00q- - ------ --- ------ % co,h = EL a 1.82% - _ _ - - n r- --------------- All; \7_0 --- 0i N o------------ -------2.00--- ----------- 7 r �6j � Z MIS +ttp I2 �� U �/- ---------------------- ------ ------- -------------------- ----------------------- ------------------ ------------ --------- --- ----------►7------ N N---------- (IIl +t0 J 2705 12" STORM Z o DRAIN CROSSING " 2705 2695 0o N to c w �W N 2695 STORM + EXISTING GROUND II w N ------------- DRAINd ------------------- - --------------------------------------------------------Y - +� ---t--------- --------- '�� -------- CROSSING ----------- ---- ----------- - --- ---------- - ---- - oa, � IIw 00 \__, II J O - ------ _ II N --------H w --- m� -- -------- ---1 - GRAVITY ------------- --------- ----- - ------------------ -- --------- - ---- ----- aw 12" TOROSSING ------ a � II N II Ld ---------- -- cn IRRIGATION CROSSING L.L J 2700 2700 2690 2690 > n n O Ln OI to n n n _ O to L. O t\ ao N ao O ao ao N C, M M n n O n O to aq Lq aD Lq :D :D fL1 01 aD q q M N M N a0 t\ � O O O 07 in N 0 t0 IM t0 IM Il a6 co Ci a6 O N M t0 07 07 M N t0 o n n n n n a6 r� a6 r� Oi r� Oi a6 6 0 Oi 0; 0; V O O O O O O O O O O O N N N m m m to 0a to 0a to 0a to 0a to 0a O m m m n n n n n n n n n n n n n n n n n n n n n n co co co :o co :o co :o co co co co co n co co m N N N N N N N N N N N N N N N N N N N N N N NNNNNNNN N N N O Q 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 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 ODRAWING DATE 04/10/2024 0 o S. SWIFT CURRENT WAY PLAN AND PROFILE S. SELAWICI< WAY PLAN AND PROFILE Q U O STA. 10+00 TO 1 5+50 STA. 1 0+00 TO 14+50 c4mO u