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HomeMy WebLinkAboutC4.6_Roadway Plan M 1 O I Q 2 C]u \ 7777 1 -16.50L I r4+37.01 ob4+25.08 >I2681.08 TVC -29.33E 4+81.73 GC-� 2680.98 TVC, w co - -16.50L Cn 2681.64 TVC, N°c' , a ■- Z ~ 7+271 1 GC 6+16.51 HP 2681.24 EP ■� a v a 2681.77 EP � ° Z W w I W LU 4+02.47ZA % w J 2 -29.33L Z i J / IN 2680.64 TVC _ - I� Z � `r 6 w co / 4 -� 1V w w 268 5 w w w w w w 6 w w w w 00 W Cn o \2 �.� S Tl TA Nl M _ _ o _ � _ w J s °v 3 16.050E a ° _ - - - - - +� - I - - (n V ;: w D I ° 2680.50 TVC ° �2% •r� _ 2+88.14 I ° t�j v� s $0' s s s s s s s s s s 'Z68 s H Q -16.50E 1 P O' s 4 81.71 2679.23 TVC i /�p� s 0%0.4 0.48% 3+76.74 - Sg\ONA� Fiyc 2+8 .27 1 / -14.50E � �G 15103E ,2679.92 EP a �I / O 6 _ j / / . o a v °6+45.0 1 2679.15 TVC 6 . ° v ° N%10/1.�6/2 023 g 16.50R 8 2+9594 a e 2682.05 TVC 2+69.6 4+81.73 GC -12.50L -27.01L 3+1666 ,� 5+88.01 7+2731 GC 2679.00 TVC 10240.25N -16.50L V/ ll/ 2681.64 TVC 16.50R �� S 16.50R 9T v 6 5537.18E 2679.59 TVC ° �O ° _ _ 2682.07 TVC 2681.66 TVC 2+58.98 , a N Ps�-----------C--_ --------- °- tc��N CRP\ -12.50E i ° I/. 2678.87 TVC S. A� a 6 ° ���/ - 6+03.01 1 6+30.01 2+47.39 / 3+78.47 31.50R 31.50R CHECKED BY: -15.03E / 9,�0- � 16.50R 2682.17 TVC 2682.17 TVC DAVID A. BAILEY P.E. 2678.71 TVC 42680.36 2680.3s TVC n DRAWN BY: 2+40.52 ° -16.50E ° 2678.64 TVC I a •� L_l s 2 16050E ° ° d' ,� I�. �g ° ° 6 v ° 2678.39 TVC a �� 3+63.11 KEYNOTES `O. / 31.311 2+08.23 a 0�. 9 2680.27 TVC MATCH EXIST. CURB, GUTTER, & SIDEWALK. FIELD VERIFY -16.71L I v ° O / / 6 O PRIOR TO CONSTRUCTION. 5-FT TRANSITION FROM ROLLED ® NOT USED. 2678.47 TRC 1 Sri o X� p/ 32.23R CURB TO VERTICAL CURB AT TRANSITION. � /00 9900 ° � 32.23R Q CB ACHD #1E - INV ELEV: 2675.18 W/ 1' SUMP PER ----- - 2679.88 TVC ACHD SD-601, TYPE I. CONST. 29 LF 12" C-900 ® 0.69% a s. SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% 6 / TO 4% CROSS SLOPE (PER. ACHD SD-806, TO CB ACHD #1 W - -------- w 2679.0 ° 3+21.09 I a SD-301, & SD-303) (QP,00=0.68 cfs, QP2s=0.48 cfs) o In.in ' a h 16.50R ° CONST. SIDEWALK TAPER TO TITANIUM SECTION AS CB ACHD 1 W W 1' SUMP PER ACHD SD-6o1, TYPE 1. a 1 2679.64 TVC I 03 © # / I I SHOWN. INV IN (12 ).2674.98 v 3+16.66 ® CONSTRUCT VALLEY GUTTER PER ACHD SD-708. INV OUT (12"):2674.98 W - - - + 2 26j8 ° 2+88.14 26 50R TVC I CONST. 9 LF 12" SDR-35 ® 1.08% TO SG TRAP ACHD #1. o $ 16.50R I I O NOT USED. (QP,00=0.69 cfs, QPzs=0.49 cfs) 2679.23 TVC 2+07.99, / I W 16.60R N ° 2+84.34 ° / I © CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. © SG TRAP ACHD #1. SEE DETAIL SHEET 4.14 V) o 2678.44 TRC I p 2+77.38 16.50R 777 2679.18 TVC j W 14 14.59R .2 NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ® SEEPAGE BED #1 (PER ACHD BMP 20). SEE DETAIL SHEET 4.14. � z ------___ --- S' 2679.10 TVC-� SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR 2+51.28 - SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM ® 14.59R 12 50R 8 THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS ® CONSTRUCT MONITORING WELL #1A PER ACHD SD-627. 12.50R I I , I -2678.76 TVC 2679.00 TVC / I SHALL NOT EXCEED 5.00%. SEE DETAIL SHEET 4.14. W ® 3 I 00 C8 1.1 I NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE ,-16.50R16.50R ® CONSTRUCT MONITORING WELL #1A PER ACHD SD-627. 2 v I SEE DETAIL SHEET 4.14. 2+20.00 2678.68 TVC 2+58.98 2+83.69 I WARNING PER ACHD SD-712. 16.50R _ - 12.50R 47.54R I O7 NOT USED. 2+40.52 2678.87 TVC 10214.52N 2678.39 TVC I \ / � : I 16.50R LL 5466.06E I NOT USED. a[ / \s4 TVC I i 20 0 10 20 40 IIIIIIIIIIIIIIIIIIIIIIIIIIIII� O CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ACHD W SD-710C W/ 20 THROAT WIDTH. 0 SCALE IN FEET 1"=20' NOTE: SIDEWALK DIRECTLY BEHIND THROAT MUST BE 6" THICK. Q L.L 2688 688 0� 0 2686 2686 J z 0 CNI W �pNH r70 1I)Z + 0 M� Z 268 _ N N 00 2684 Q ENO Q-j NNW - j U W Z ,50 NW= QyQ Q W� NW0 � o 268 °° FINAL GRADE AT -2682 O � ROAD � _ _ _ � � � -0.40% O^Xp� � NNW ♦(0 Z 268 N N o - - - - - 2680 HJQ Ia-J O EXISTING GRADE 0 � A F ROAD � 267 2678 + <12" C 900 Q W /-STORMDRAIN W LL 267& 676 0 Plans Are Accepted For Public 1 V) Street Construction By stamping and signing the improvement plans, the Registered DATE' Engineer ensures the District that the pl ns conform to all Di trict 10-13-2023 267 ly and previously pproved by the District in writing. Acceptance 2674 PROJECT: Tita n i m C L PROFILE of the improvem nt plans by the District does not relieve the C2021-027 Registered Engineer of these responsibilities. H E ET H R: 1 = 0 BY DATE: » > ADA COUNTY HIGHWAY DISTRICT ER: 1 = e672 267 +80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+