Loading...
HomeMy WebLinkAboutC4.7_Roadway Plan C� Q M E o � Q CO jl KEYNOTES Oct M t �I 2+58.91 1 °� MATCH EXIST. CURB, GUTTER, & SIDEWALK N m I \ 2+58.84 �I -18.11LN I O FIELD VERIFY PRIOR TO CONSTRUCTION. 5-FT TRANSITION = �. w 17.99R 2682.30 TRC II FROM ROLLED CURB TO VERTICAL CURB. Z o 2682.28 TRC MATCH EXISTING II __ II O SAWCUT EXIST. ASPHALT AS REQUIRED (MIN. 2') FOR 1% Z MATCH EXISTING III TO 4% CROSS SLOPE (PER. ACHD SD-806, Z 2+83.23 III 1 t II 1 SD-301, & SD-303) g 18.00R �2682.33 TVC 0 j II 0 2 II > 3 2+91.15 2 - O SHOWN UCT SIDEWALK TAPER TO PUBLISHER SECTION AS ' a 1 - -� 15.27R- - - - - - - - - - - - - - - - - _ Z W 2682.29 TVC- 3 2+81.14 CONSTRUCT VALLEY GUTTER PER ACHD SD-708. W Z a °a a a 16./73 L ° \ Lu ONOT USED.0 38 TVC . � w a iR ° R / © CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. Z 1 ° 8 ° R1 ` NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES ■cc W z W 2+85.49 \2684 SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR 2+99 37 -15.46L SIDEWALK Z 1 v . ACHD WILL NOT ALLOW ANY TOLERANCE FROM o 1 i 00 2682.35 TVC J Cl) - -12.50L / / THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS w a 11 \\2682.23 TVC SHALL NOT EXCEED 5.00%. rn ° 3+01.37 / w Q v 0 -12.50E NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE 1 WARNING PER ACHD SD-712. 2682.22 TVC 3+09.37 \ ° -12.50L p °� Q7 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ACHD +99LI37 2682.32 TVC 2 j' a SD-710C W/ 20 THROAT WIDTH. \tJNAL F 12.$OR 3+01.37 \ ° \ 3+18.65 D ���� a �gS \ST Nei 12.50R 14.79L NOTE: SIDEWALK DIRECTLY BEHIND THROAT MUST BE 6" THICK. 2682.23I TVC G ER �F \ N 2 8 :22 TVC \ \ a °2682.42 TVC v. Q- O t<` 3+09.37 \ 0� 0 � ® CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ACHD Q 10/16/2023 I I12.50R \ �� 2 a ° -16.50L D D D 1 " " 3+25.62 SD-710C W/ 12 THROAT WIDTH. %� 7� 2682.E 2 TVC \ 2682.47 TVC N lji 3+18.65 7 \ 1 NOTE: SIDEWALK DIRECTLY BEHIND THROAT MUST BE 6" THICK. 9� 262.414.79R2 TVC R15. �\ O 3+31.98 GC F OF ° -16.50L j 09 NOT USED. ��'�N S. CRP\ / ° \� 2682.57 TVC 0 3+25.62 \\ \ ° \ 0 ® CB ACHD #2AW - INV ELEV: 2678.24 W/ 1' SUMP PER ACHD D D 16.50R ° a 3+49.45 SD-601, TYPE I. CONST. 29 LF 12" C-900 ® 0.69% TO CHECKED BY: §2.47 TVC -16.50L / ° 3+79.87 C # - Q 3+31.98 GC a 2682.49 TVC/ �/° -27.24L ° ,,I CB ACHD 2AE DAVID A. BAILEY P.E. 16.50R v ° �O 11 ° 3+80.00 GC r 9657.03N i (QP,00-0.69 cfs, QPzs-0.49 cfs) DRAWN BY: CB ACHD 2AE W 1' SUMP PER ACHD SD-601, TYPE I. \� 682.57 TVC �0 3+49.45 �o -16.50L 3+89.53 5660.96E I' o c Q # / 2682+36 TVC -16.50L J 16.50R 2682.27 TVC INV OUT (12"):2678.04 16.50( � 11 •� �.' w J INV IN (12"):2678.04 3+ �.00 GC � 9+29.41 U 2682.36 TV ® -2682.49 TVC 3+96.49 -16.50E j CONST. 103 112" SDR-35 ® 0.29% TO SG TRAP ACHD #2 3+87.06 -14.79E 16.50R p \� \ I 2682.22 TVC 2682.29 TVC I (QP,00=0.94 cfs, QPss=0.68 cfs) 2682.30 TVC 3+189. 9 1 I 412 50L 916 50+69 $ GC I I © CB ACHD #2BS - INV El2679.01 W/ 1' SUMP PER ACHD 16.50R 4 R3 5' I 914.59E 2682.13 TVC nf 2682.45 TVC SD-601, TYPE I. CONST. 21 LF 12" C-900 ® 2.38% TO 5682.27 TVC vj 7 ° a I I ACHD #2BN 2682.18 TVC 9+76.3 � P,00=0.11 cfs, QPss=0.08 c 3+96.95 a ° 9±11,67 14: (Q s cfs) 14.79R -16.50E a a 26-8 .48 2682.22 TVC j R15.0' ° �s ° 2682.21 TVC ® CB #2BN W/ 1' SUMP PER ACHD SD-601, TYPE I. 9+85.62 INV IN (12"):2678.51 z0 4+05.19 I / _ R 9+14.03 GC INV OUT (12"):2678.51 a ° -12.50E 160 _ _ _ 54.30R J 00 ° _ �__- -16.50L 2682.53 TVC CONST. 17 LF 12" SDR-35 ® 4.58% TO SG TRAP ACHD #2 � 9738.43N o 8+22.38 / 0 ---- _ 2682.23 TVC QP,00=0.12 cfs, QPss=0.09 cfs 0 2681.44 TVC - �yo' __ 9+95.62 ( ) N 5634.26E _ -14.79E -12.50E w co 0 8+15.42 2681.71 TVC y ° 2682.57 TVC _ ® SG TRAP ACHD #2. SEE DETAIL SHEET 4.14 -16.50L ° o °a 8+96.67 GC i i ° 2681.65 TVC I o ° -12.50L 10+05.81 ° _2682 61 TVC__ SEEPAGE BED ACHD #2 (PER ACHD BMP 20). SEE DETAIL o 2682.13 TVC _ N a N O � ° SHEET 4.14 W o 6 6 .�. a o ® CONSTRUCT MONITORING WELL #2A PER ACHD SD-627. z 10+12.80 SEE DETAIL SHEET 4.14. 8+14.96 GC oy 0.5 % 0.50% -16.50L O W W v -16.50L. W. w W w ,�h'v O ° 2682.64 TVC © CONSTRUCT MONITORING WELL #2B PER ACHD SD-627. 0 r 1 2681.65 TVC 812150E 81.55 0 O ° a SEE DETAIL SHEET 4.14. - 6 4 N 6 2682.0 �, o + N 2681.81 TVC O+ 4 39 _ F�L _ o N ° r oo O' 8+96.67 GC rn - w �- I ' I Q = 26g�.5 6 �`V 4 12.51R o _ _ w - W H U s s s 2682.13 TVC N �___ si M 0 0.50% 0.50% - 6 w LL cc 0 1 0 3 VERIFY ELEVATION & 81.55 T o _ LOCATION OF 0 I s ?682.5 2 EXISTING CURB & GUTTER PRIOR TO "' ANY C&G PREP. Q � 6 6 9+07.14 ° N o �- 1 15.02R O' Plans Are Accepted For Public 7+80.00 / o�' 8+14.96 GC ° a a ° 16.50R 2682.20 TVC __ °'n `V o p 16.50R _ 2681.44 TVC 2681.65 TVC I N ° j 9+69.38 GC a 10+12.80 Street Construction p° I 9+14.03 GC 16.50R- ___ 9+85.62 ° 16.50R 0 8+21.92 16.50R 2682.45 TVC 12.50R ° 2682.64 TVCJ By stamping and signing the improvement plans, the Registered / 14.79R 2682.23 TVC n 2682.52 TVC °a Engineer ensures the District that the plans conform to all District / 2681.11 TVC 8+51.20 I �_ 1 9+76.34 9+95.62- 20 0 10 20 40 policies and standards. Variances Di waivers must be specifical- / I I 32.64R ° 9+29.41 14.79R _ 10+11.15 y and previously approved by the District in writing. Acceptance 12.50R 0 n 8+31.21 2682.13 TVC 16.50R 2682.48 TVC _16.50R of the improvement plans by the District does not relieve the 0� > J Q� / 2682.56 TVC / O 12.50R I / 2682.29 TVC 2682.63 TVC Registered Engineer of these responsibilities. 2681. 1 TVC I i/ 8+76.21 " 110+04.26 I I o SCALE IN FEET \ 8+76. I » > BY DATE: s 14.63R 0 ' 1 =2O ADA COUNTY HIGHWAY DISTRICT It I y /✓ 2682.13 TVC 2682.60 TVC O 2 6 88 688 268 2688 E>ISTING GRADE N U W A ROAD Z o N 2686- 2686 268 a 2686 Q w ^o z v M Q� 1 00� O Z m W MOC, MMZ Oto N ONO �N H Q �M H 2 O I��0 O7Z QjNQ pNp MONO X to ONQ MOO Z M U NN � N Z cV Q c0 00 = c0 +co LEI ^ � O 00 to c0 W ON Q �� �,�� 2 0)i00= +toU GNU EXISTING GRAD N ON = '�� O� +NV ►a- O� Z +N 268 _ _'00 _ o _ N w o > 2684 268 N - _ M W _ _ _ - � -- _ _ ,-i `� 2684 auEL to Z ♦N _ GO m .0� ���0 _ _ HJ � HJ Q .< �N �^ QW� HJ = Q� Q IN \ to ,�j QW d HJ� N_j - - - --S�LU-Q� - W (nW ••W� 1 / NW0 NW � p QW ?i J NWC� NWC9 0.43% 0.50% .. WC� Nw (n J (nW I 268 N W 0.5 % 1.02% 0 40% 2682 268 % 0.44% ''S .24% - 2682 _ -0.40% 0.57 FINAL GRADE AT -1.5 OAD 2.00q FINAL GRADE AT_j O ROAD Q STA: +24.51 ST 3+09.37 L.L 268 2680 268 ELEV: 2681.56 E V: 2682.10 0 LO 12" C-900 2680 C, Q STORM DRAIN 12" C 900 STORM 6RAIN DATE: 267 2678 267 2678 10-13-2023 � Titanium L PROFILE c o�iEo27 H O R: =20' Publ sher CL PR FILE SHEET HOR. 1 "=20' � VER: 1 =2' VER: 1 "=2' 267 676 +40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10 00 10 20 10 40 10 ?��76 2674+60 4+40 4+20 4+00 3+80 3+60 3+40 3+20 3+00 2+80 2+60 2+-A 4o7