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HomeMy WebLinkAboutC4.3_Street Plan and Profile KEYNOTES p��5ENsFo.lk 0° 0 © INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. a °° 0 25 50 100 150 Q�n1 = 1 NOT USED THIS SHEET. LAx a 7 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. 16970 O INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD 0 R=20.00' HORIZONTAL SCALE: 1" = 50' 4-10-24 SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". �, T, p ® INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES 3 �� lc VERTICAL SCALE: 1" = 5' CEO q�FOF`�P� P\S r O3 INSTALL MID-BLOCK PEDESTRIAN RAMP PER ACHD SD-712G AND TRUNCATED DOME PANEL SHALL LLSBE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONALDECA a d �A° PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". a �'� L INSTALL TYPE III BARRICADE PER ACHD SD-1 132B LABELED "THIS ROAD TO BE EXTENDED 9g& °°°° °d 2�1 ° -iLLLI [I I ® INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. REFLECTIVE RED/WHITE DIAGONAL DECALS. �,G 70�?��9 Y O5 INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. tit Ate• �• I ° i � ® INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. S d 3: SITE KEY \A ORA wAy JW cn V� 7 - ° a, J C) alb, ° (Jul L o °Q' 00 M � X 0 O 1'`� 3 rn a ti Z m w v, o a 0 cn @J N �G Z m E w rah U ra Ld u, W d U N a V) TB— (n - -EG- - - - —EG— —E_ W \ �FG\ TB � - —EGA i \\ N X 1 \ �� \ BLOCK 7 w \\ so° \\ INTERSECTION DETAIL BLOCK 6 6 \ °' \ SCALE: 1 "=20' o 0 U 7 5 \ . 5 \ \\ 3 Qp ^ 0 8 15+55.95 \\ 4 40.87 L ' ® \ Z 1 cj co 2 1 2723.69 TVCLij \ ® \\ ao �t 3 Sx33 \ cn >> xoo- o ^ ?�� ,� �``� r'x U d �A �>> x�9 3 9g n'C \` FT \ _ _ 7 o C z77 Lu 0 ° 011 I' �R��' N �- C ' \ r�i N ai'p a�'� ?, 6' ���C� . O \ G� �G Z O W O g 2> , -11 � - —� _ 12+ooi �' N 1° '� ---------sr a- � �5x° \> '' \ y Z 7 - R=250.00' ��iv l \ d o o U E Q z �j T09oy82 ,�+p0 o m 5 i m �O � m0� U ,o c� coo 0 0 U N 0•0 ¢ >> c1� �' �� 3 13+0 +00 `nin U co 3 N N \ 2 8 g 8 p o� _i-o- - �- 14 30 0, o F- \ c!1 W �R= 0.0LLJ 0 ^ 1 �x'� a0 ��'°` G .- J of rn 00 Lo � \\ W - - - - O cn t �• y S. MAVORA WAY ,� of 00 N \ - - - - Q = T2��? + °d \• Q z Asti a� �^ N o I w oo `1 x .`� o iO � v „o + p >>�20q 1 2 .cV N N N o�N V �� ^ 0) d N 21 5 4 ` BLOCK 3 1 �, x a O � '� a' Q 14 ACHD SEEPAGE BED #4 cj z U R=48.00' joo•, • > N w ACHD SEEPAGE BED #6 10 7 2 3Lu ACHD SEEPAGE BED #2 } \ 00 BLOCK 5 9 $ 1 20 I I `y�G ACHD TEMP SWALE #7A I DESIGNED: C. GRAHAM ao -= PAVED TEMPORARY TURNAROUND. i O o N ASPHALT SECTION TO MATCH LOCAL STREET, SEE DETAIL 3 SHEET C9.0. i i ti60n�Ox <j G G G DRAWN: L. HAASE Li V) 1 i °�ICb yo �o tK CHECKED: C. GRAHAM w � •'� a� �o � 5� BLOCK 2 19 3 2 �yb �Oxy �60 ,pox !Lo°'a�^x 8 APPROVED: C. GRAHAM I z i I 03 03 110+00 0 m� 11+00 0 3 g 0 2735 2735 6 ® 7 N 00�S. SALTWOOD AVE PREPARED FOR: $ $ 03 03 o G20 LLC Ld 1 s 7 �o R9� 1 1 s9��R� PO BOX 593 - -- --- --- - - - -- --- --- - - - �s 2 ,;� 'Lo x 'Lo EAGLE, ID 83616 HIGH PT STA = 15+50.54Lu 2730 w I ------------------- ----------------------------------------------------- Q HIGH PT ELEV - 2719.98 � ��x,� �c PVI STA = 15+25.54 } 2730 a o 0 ------------------- -------------------- ---------------------------------------------------------------------------------- ------- ---------- -------------------- ----------------------------------------------------- PVI EL = 2719.85 e S s U K = 30.01 Q Ln p ACHD TEMP SWALE #713 LVC - 60.00' Lo N - 17 7 ------------------------------------------------------ Lu Y �� �0) Ln 300 NW I J � ------------- -------------------- 000 � o ------- oao- orn � .+ O� rn- Lo- + o N D BLOCK 4 LOW PT STA = 12+10.44 - LL w 2725 LOW PT EL = 2712.48 I� Lo 04 r jl N cj 2725 PVI STA = 12+35.44 --------- -------------------- ------------ dli w w ~ NN w I O cn PVI EL = 2712.60 cn w 16 ---------- -------------------- ------------------------------------------------------- 5;5; ate'_ SEE SHEET C4.1 -i = >m -----------------w — —> > > z LVC = 50.00' - a_ a U --------------0 d GO M*___ FINISHED GRADE Q 0 2720 d toz 2720 2705 2705 z z v~io Fz -o +� + N - ---------- N - zoo 0) NII NII 0.50% Nrn Z z z W00 ----------- -0; N-------------------------------------------------------- —C-4------ ----- -------------------- ------------ II - O Q z ------- � /� w moo+ N + Uw Uw - 1.60% �N oo O � --------------2 II N I� m W 2. __ Lo N w Lu 00 N f-i L O w V d¢ II ---------- -II N ---------------------------------------------- --------------- -------------------- -------------------- --- ------- II ----- --------- ---------- H to M �------------------- F- � ¢ II + a?- � co = 2715 Z N Ld --c~n w ------ ------ - a W 2715 2700 N 0 o °' V) �Z 2700 � W> > — W w N co �O m a - -> 5---------------- II +--- - �� __ ��� a F- II II N ---- �U z cn a d - L- Q II- - ---- ---- � cn w � J FINISHED GRADE II N. Lu - - cn w- ¢ II = L.L.I z -0.65% _ m 0% 5 0.5 w cj' a a 5 � 1*M EXISTING GROUND a s 5; 5;z ; Q n-- CL a-w----------------- --------------------------------------------------------------------------------- -------------------- --------- ui N 2695 0 2710 0 cq OR + 2710 2695 -0.50 ---- -p,75% . N -- O �� N L� z — - - +N ao� � II J I\ J o� +N II W - = jl N o II 0o N____ PVI STA=10+11.49 Q -- -------------------- -------------------- ---------------------------------------------------------------------------------- ------------------- Q J co II a O II - m W U w 0 PVI EL 2695.06 m o a --------- II N -2.00% -- ---------M 0)- ------------------ J 2705 2705 2690 m II EXISTING GROUND +N z Y 12" STORM - w a W 2690 al� DRAIN CROSSING w O ------------------ - ------- ------------------------------------ --------------------------------- -------------------- -------------------- - - ------------------------------------------------------------------------ - O w Q 2700 2700 2685 2685 0) N 0) ao m o co i co dNd dn dd C N O) N do M n O) O) N M O) OR N Iq a0 N I:(o I O; (6 O; to nd m m (o;z n n n n n n m m m c� 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 C N Q O N v~) 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 10+00 10+50 11+00 11+50 ODRAWING DATE 04/10/2024 0 o S. MAVORA WAY PLAN AND PROFILE S. SALTWOOD AVE PLAN AND PROFILE Q U STA. 10+00 TO 16+00 STA. 10+00 TO 1 1 +5 0 C43u