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HomeMy WebLinkAboutC4.2_Street Plan and Profile V1APPROVED _._ O�W2 U cif In U J (n Y 0 3 F- J U 0 z 0 W Ld 0- a z w r- Of W W Of w r 0 x 3 r Z z Z O U N r of 0 z W N Z N H LL C) z O U L� O of O w W Ld W of O H U 0 0 M M W } Q U J Y O 3 Ld N 2775 J_ 1 U 0 2770 0 a W T r 2765 z Ld of Z N 2760 x r U In Y 0 2755 Ld J U N 2750 N o N x U of d 0 U "1 "=250' ' SEE SHEET C4.1 KEYNOTES lO SAWCUT EXISTING ASPHALT PERPENDICULAR AND PARALLEL A MINIMUM OF 2 FEET TO PROVIDE SMOOTH TRANSITION TO NEW ASPHALT. O2 INSTALL PEDESTRIAN RAMP PER ACHD SD-712H TYPE "1-14" WITH TRUNCATED DOMES PER ACHD SD-712. DOMES SHALL BE CAST INTO THE CONCRETE AND COLORED "TRAFFIC YELLOW". Q3 INSTALL TYPE I DRAIN INLET PER ACHD SD-601 WITH 12" SUMP. ® INSTALL TYPE IV DRAIN INLET PER ACHD SD-604A WITH 12" SUMP. OS CONSTRUCT 4' WIDE CONCRETE VALLEY GUTTER PER ACHD SD-708. © INSTALL TYPE II BARRICADE WITH "KICK PLATE" PER ACHD SD-1132A. TYPE II BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. 0 INSTALL TYPE III BARRICADE PER ACHD SD-1132B LABELED "THIS ROAD TO BE EXTENDED IN THE FUTURE." TYPE III BARRICADES SHALL BE THICKENED EDGE ALUMINUM WITH 6" WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS. ® INSTALL STREET NAME SIGN (ACHD TS-1109) INSTALLED PER ACHD SD-1114. ALL STREET SIGNS AND HARDWARE MUST COMPLY WITH MUTCD STANDARDS. CUSTOM FINISHES MUST BE APPROVED BY ACHD AND ACHD APPROVAL IS NOT GUARANTEED. CUSTOM MODIFICATION OF STREET SIGNS AND HARDWARE INSTALLED BY ACHD IS PROHIBITED. Q9 INSTALL "KEEP RIGHT OF ISLAND" SIGN (MUTCD R4-7R) AND OBJECT MARKER (OM1-1). OO 5 FOOT TRANSITION FROM 6" VERTICAL CURB TO 3" ROLLED CURB. i Ol INSTALL STORM DRAIN OBSERVATION WELL PER ACHD SD-627. SEE RIGHT 1 27 z -------------------- ------------------------------------------------------------- -------------------- -------------------- ------------------0 ______________________________ ------------------a ------------------ --------- � n Q r II J -------------------- ------------------------------------------------------------- -------------------- -------------------- ------------------ - 5----------------------------- ao -------------------- FINISHED - GRADE / f — — — — — — -------------------- ------------------------------------- - 1.5 0 _ o -------------------- ------------------------ ---- ---- - ------------------- �� ------------------ + i / oo N II U J F ------------------- -------------N — _f0 a0 n --------- i - ----------------------- a 011D� -------------- aO ------------- n ---------- m iNJn- N EXISTING GROUND ----------- _ Ia wn --_--_-_-_-_-_--_-____________________ ------------------------------------------------------------- ------------------nn-- ---------------------------------------- -------------------- -------------------- -------------------- ---p------------------- -------------------- -------------------- ------------------------------ ------------------------------ aUW-------------------- -------------------- O O C 6 G t4 M a M 15+50 16+00 16+50 17+00 17+50 18+00 S PALATINO AVE PLAN AND PROFILE 18+50 19+00 N INTERSECTION DETAIL (1) SCALE: 1 "=20' N INTERSECTION DETAIL SCALE: 1 "=20' SEE SHEET C4.0 SEE SHEET C4.0 F- LL W J w V) 2775 2775 2770 2770 ---------------------------------------- -------------------- -------------------- -------- -------------------------------- 0.50% — — — _ ,- — 2765 2765 -- a o--------------------------------- --------------------------------- �� M� -------------------- -------------------- -------- AN---------------------------------- � -------------------- -------------------- -------- 2760 2760 II � w --a--------------------------------- -------------------- -------------------- -------- 2755 2755 ---------------------------------------- ---------------------------------------- -------------------- -------------------- -------------------- -------------------- -------- -------- 2750 2750 ---------------------------------------- -------------------- -------------------- -------- N N N � tV N lV N 19+50 20+00 20+50 21+00 '6 n Nao ---- ¢ ------------------------------------------------------------- -------------------- -------------------- - ------ + N n II `4% Ova r 11 z V1W ____ FINISHED GRADE ______________ ____________________________________ ____________________ - ___________________ . 3 N n - F a co ---- ------------- ---------------------------------------------- -------------------- -- N J a W a- w -- --------- ------------------------------------------------------------ -------------------- -------------------- a - S o_ a c+� --------- -0.50% ------------------- ----------------- ------ ----- — — — ----- ------------------ - _�_______�— -- ----Nw -- -- — — ro ko --------- --------- ------------00w-- +n N ---------------- --------------- ---- ------------ EXISTING GRO - 11 w a 12" STORM DRAIN CROSSING ------------ ------------ ------------ ------------------------------------------------------------- ------------------------------------------------------------- ------------------------------------------------------------- -------------------- -------------------- -------------------- -------------------- -------------------- -------------------- -------- -------- -------- r n 0 N Ml Ml M1 N Y1 8 O �(1 Y1 n W V Cl Yf M 21+50 22+00 22+50 23+00 23+50 24+00 E ENGLEHART DRIVE PLAN AND PROFILE 0 20 40 80 120 HORIZONTAL SCALE: 1" = 40' VERTICAL SCALE: 1" = 5' \ Z 40 O \ U yZ:) - Z O ce 277 O --------------------------------------- Z-- LL O ------------------------------- Q -- - ____ -------------------------- --- -- ____ Z Lu + Lo n 277 O -----------------------------------Q N 2 -- ne vri w o d --- _______________________________ 5 Sz fl a w I.L a 0.57% 276 O ---- - _________ _ --�— ------o(n ------- Z ----------------------- 0 M m ------- + ------ N 11 w W Lu 276 N --- -- ----------------- ------------------------------------------- G ---- ---- ---------------------------------------- ---------------------------------------- 275 d ---- a- ---------------------------------------- ---------------------------------------- 2750 n u�i Ni o .Q al 50 25+00 H u 16970 �9 6-2 220O- 0FF\M. G Vul i JW o L O /r u C L]N� �� Ln O "00 a�� C M x Oco rn 3 rn LL� O Ln am u O Ert m m uu w 0 z 0 a u w O 0 z w DESIGNED: C. GRAHAM DRAWN: L. HAASE CHECKED: C. GRAHAM APPROVED: C. GRAHAM PREPARED FOR: G20 LLC PO BOX 593 EAGLE, ID 83616 Lu J_ IL d fV Z o a Z Z Z O a --j V) d L.L o w a m 2 2 M L1J LJ N > J O V Y 7 LL.I.J a LLJ C:� LJ 00 a � crl p z_ a J a CSW PROJECT NO. 22001 DRAWING DATE 06/02/2022 O STA.1 5+00 TO 19+50 STA. 19+00 TO 25+50