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HomeMy WebLinkAboutConstruction Drawings_Part9 Li KEYNOTES o 20 4o so 120 0���I�cE SFo m 0 10 SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO �j PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. HORIZONTAL SCALE: 1" = 40' 16970 VERTICAL SCALE: 1" = 5' 7-12-24 v 0 INSTALL PEDESTRIAN RAMP PER ISPWC SD-712A (VERTICAL CURB) OR ACHD SD-712H n0, �gTFOF`�P�� Q� (ROLLED CURB) WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST 'AE M U) INTO THE CONCRETE AND COLORED 'TRAFFIC YELLOW". 03 INSTALL 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. U J ® INSTALL 20' WIDE CONCRETE DRIVE APPROACH PER ACHD SD-710C. SIDEWALK TO BE N Y 6" THICK AT DRIVE APPROACH. � I 0 05 INSTALL TYPE I DRAIN INLET WITH 12" SUMP PER ACHD SD-601. J W E cn � © INSTALL TYPE IV DRAIN INLET WITH 12" SUMP PER ACHD SD-604A. - D o J N 0) SITE KEY Z O7 FIVE FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. L U Ocu IN Ii 1"=250' ® INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II LI Yl c) � c 00 0 BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE o SEE SHEET C4.1 SEE SHEET C4.2 RED/WHITE DIAGONAL DECALS. O m mw U � (n U 00 N I I I 27 i 0 0 INSTALL TYPE III BARRICADE PER ACHD SD-1132B. TYPE III BARRICADES SHALL BE a - � o 5 9 I THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. m E 1 ° Qo �oQ �oQ ^� �o� Q a I 1 1 ® r- wN� ��• ~o �o ��' o � o� � I INSTALL STORM DRAIN MONITORING WELL PER ACHD SD-627. fu z I I Lo- to ��' �`�`' ' �' I . 7 1 oIN pI 5 U N � I I � I I 4 i 4 1 R=20.00' 8 c R=20.00' 4 1 PRIVATE ALLEY 0 s I R=20.00' M R=20.00' oI. oI o o N N o I I 3 i i a�. � rn. � a�. � ��_ � � �v ,�o� 5 w N N o I H \ \ = I m 0i I Q N N u I ACHD VERTICAL 2 0 \ \ CJ=7 i I BLOCK 4 i I SAND FILTER #2 0 o O z o o I Z I 2 11 �� i 2 3 4 5 6 ��, I SEE SHEET C4.2 SEE SHEET C4.1 T T o 1 0 `s�xbS �G 1 SS�S I GRADE I I I C7 I a w ss jRS� 7 1�0 9�. � �SSS sp's? w I I I BREAK LLI o Y IS �yh `�.''.��` a 1`' oX w I + I o a 0 I O J 2 'LC V C� O Y (� V I • C (/1 I . I ° I z � O Of ''X I . I �G ^� M N ^N ^`V r'� k 1 �- I 14 I v~i 16 20 1 I I 11 O a z 6 0 A ti co o �' h' s o I BLOCK 4 w + a Q o- U ss I -tie 06 - - `� x - - ^�' — `� `�� O I I I I v~i ti� x 9R ? c Og1' �x'� �hro ^N hro �N hb ^� h' ^ —r-t''d` a 0 2 Q U z Lo h `O ft� ,� ti N Nh ^ ^ I � 1 o I Z o w Q g O 1 �' / o I BLOCK 5 1 7 I 2'XIS + I BLOCK 1 0 N z 3 I 2 C) m I BLOCK 5 I $ 15 xs 7.�G 1= 19 ssss`�A � I 0_ m = lobo i I N u I s s ° 1 12 Q o I ` ASS �9 qR / N �`� N 7 2555.85 TRC z m o 3 11+00 12+00 > sr m 0 1 a w C' F - o I_o 13+00 0 3 o m 14+00 OX— ! a O O w 044 m co - �- - - -o o _ I 2 p / h ,�x `o o Y 13+79.48 J w -► L I I co cv m SSR p0 _ �O 2 I I �\ `Lh '` �^� G M 3 5 v o - � � I O � `� ,� SX i z ® o --► o ® 2 I I ACHD VERTICAL EG asA .B,s 3 -11 1 - - - - - - - - 1 O I I o S. MOSHOVA AVENUE \o A e a °L Q I ® a oo ®® oo a ® I SAND FILTER #3 g 9 �yh 1,�x sus �R 13 O U I SS9 G ASS � a a a a ® I �c 2555.71 TRC I o 'ox s2 - _ �o �� �2'�8 `�' �� . `��, , `��,-���, �U 1 1 2 �0 °o o o S. TRAQUAI R WAY �--- g 13+50.49 w S TG - - - -x �L x - cP s > > ^ 3 o �' �O 99 O o .�'. ,off• �O TG�,- ak c� ax p - - k ,s - - v� �o- - -h h R=300.00• I— o+ - 1 o "- �— - o °I- - s h s p o a �, o �, l 1 �-- 11+00 M 12+00 m UN � � � � s � X 4 1 v 1 2 C, n U a h o O G N �- 13+0o v 4 DESIGNED: C. GRAHAM 0 w o �� SS a a a W a N o G o a o o �, DRAWN: L. HAASE w I I Ci J U x`O�a�� 7 �08 0 o Y 0`1'� �G I I Ox h��6 �O G ° 0 CQG Oi GU � 14cf) �N h O S�9 3 x6a xa _ _ N O a � ire ui x '� - - - - o . - + :��' o o - ti ^ —`�. o- _ F ti NCHECKED: C. GRAHAM 2 I 'P �h 2 + �n �i4' IV U t � h� ` a6w I rh sr 'S ``� �• " a o0 o o �l• y. `L �• w I $ + N + iA ``� ti ti� APPROVED: C. GRAHAM O I I � I 11 z 3 4 5 6 1 I N aW to 0 U I Ln I I ? 1 I M N N U o 15 PREPARED FOR: ~ I BLOCK 3 I 1 I 1 I 3 I 26 7 ACHDAND FI�LTE IC L G20 LLC � I I I Q I n I .. I 25 24 23 22 21 20 19 25.0 DRIVE PO ° PO BOX 593 was oui � a�, � a�, was Aa�, I 1 EAGLE, ID 83616 BLOCK2 I 1 , I � � �Tol- °y `rrn °y `rs 2 R=20.00' PRIVATE ALLEY I I I BLOCK 1 16 J I I 4 I , o R=20.00' I s 4 I o I °o o1 Em R=20.00' o co 8 M R=20.00' Lu Y ° _ _ o � . _ . a co, to I I 1 J W I h Q h Q h Q h Q h Q h Lo Lo O co I I 8 g O co I I I 8 SEE SHEET C4.1 SEE SHEET C4.2 ILL. 0 0 0 Z V) Z 2570 2570 2565 2565 Z z Q a_ z Q Z - z 0 w o O m O 0 Ld - w o _ w o N a o � o ---------------------- o 00 °' � V� J ------------------------------------------------- Lo _ O Z O O ,6 (o ---------------------------- --- ----- ----------- ------------------- ------------------- ---------- ------------------------------------------------ --------- N O ----------------- h7 �------------------- ------------------- ---- - + --------------- M I..L 0 0 O O t0 M O Z p 00 H O (p M U) Lo ' U L—+ cn 2565 � "� N '� �iJ 2565 2560 + IN o o � II N a u 2560 W Lo o N co w a m EXISTING GROUND Q II H J Z Q N it N ---------------------------- + 00 a7 (Do of ------------------- ------------------- ---------- ----------------------------------- tj _ N------------------------- � II N ---------------- -------------------- --------------- ---- ---- H W----------------------------(A w---- z � m � N w a II cn Li a ofH J Q II ------------ -------------------- ----- 04 0_ U J r II 5 Q � 06 N W N W Q N ± �_ N N z N W m N W d a a s W \w w5 > - - F- J - II NII � j > ^J / cam o_ a > N w Q II= a 1 w 5 > 0_ a _ - - - - - - - - - - - - - - - ~ ----- ----------------- ------- - - H J z ---------------------------- O m a ----------- ------- - -- - cn > > N w� w _ + 11n O -------- _ 0.50% z 0_ a EXISTING GROUND 'n 0- - - - - - - - - - - - 0.40% Q 2560 > 5' S PVI STA=11+88.63 'n 2560 2555 - - 2555 Z 0_ uj it N - -0.40%- cn -0.86q a -- PVI EL=2557.56 F J N 00 r- ----- ------ ------- ao � -2.009 P N W ao a, _ - ----------- -------- -------------------- - 0)It)VI STA-14+25.63 - U O� _ _ _ > > Nao o r,�n o - - - - --- - 5 _000- ----- M� +ul ---- +N ----------------- _ - - _ ---- -0.9990 ON �_ II -2.00% - - - - - -- - - -- _ r-� FINISHED GRADE PVI EL 25 5.21 a a JO ---------------------------------------------- ---_, - __ - +d--------------------------- m ------------------------ II II J \ N lal N 2.00% -2.00% O N II W \ + J Y 2555 II 2555 2550 N a 2550 m J a II I'�W CR,OSSINGM DRAIN a 0 w ------------------------------------------------------- -------------------- -------------------- ----------- -------------------------------------------- 2.00% w () --------- ------------------------------------------------------------ -------------------- ---- ------ --------------------------------------- FINISHED GRADE MLo -------- ---- ------------------- ----------------- +�n ------- - -------------------------- -- -------------------- ------------------- --- ------------------ ----------------- O N J J II w 0 2550 w 2550 2545 2545 O N co CO O 1n M O to tG to n t0 M fG 0 w 1 00 w 00 0) 00 fG 00 i-. 00 i-. 00 n 00 N t0 O t0 0) 0) 1l * 0) M * N 0) 0) * 00 N 't M IO IO 00 Of O N N I� n N 00 of � ci � 06 Co � Co � Co Co Co Co Co ui ui ui * * to * 0 * 0 * uS ui 0 uS 0 uS co uS O O O O O O O O O O O O O O O O O O O in in to to to to to to io io 01 01 01 01 in 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 N N N N N N CSW 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 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 a o S. MOSHOVA AVENUE PLAN AND PROFILE S. TRAQUAIR WAY PLAN AND PROFILE O STA. 1 0+00 TO 14+50 STA. 1 0+00 TO 14+00 C4m0