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HomeMy WebLinkAboutConstruction Drawings - C7.20 V1APPROVED M04,22 D - a CURB RAMP DETAIL (STA=22+96+00) 1"=10, 0 Ell EXISTING PHASE 1 ME I STA: 23+79.64 OFF: 16.50'RT_ TC: 2713.44 E 3 E ME STA:23+79.64 OFF:16.50'LT TC:2713.25 E 3 3 STA:21+15.25 OFF:16.50'RT TC:2712.62 8" w 8" W STA:21+09.7384 � TC:2712.678" W S. COLDITZ WAY OFF:14.2.6RT 7 STA: 21+03.20 OFF: 12.50'RTJ TC:2712.71 STA: 21+19.59 OFF:12.50'LT TC: 2712.59 STA: 21+26.09 OFF:14.82'LT TC:2712.54-- STA: 21+31.64 OFF:16.50'LT TC:2712.49 [T­__ - - - BUMP OUT DETAIL NOTE: ALL RADII ON BUMP OUTS ARE 10' - - - - I I I BLOCK 6 I I I I I I I I I I I I I I STA:20+83.25 OFF:16.50'RT TC:2712.85 " w STA: 20+88.80 8" w . OFF:14.82'RT TC: 2712.82 STA: 20+95.31 OFF:12.50'RT TC: 2712.76 STA: 21 +11.70 -OFF:12.50'LT TC:2712.64 STA: 21+06.15 OFF:14.18'LT TC: 2712.69 STA: 20+99.64 OFF:16.50'LT TC:2712.73 0 MATCHLINE SEE SHEET C7.10 17 I I I o z I J PMR - - - 18 STA:16+97.87 PT OFF:16.50'LT 18 29 28 I 27 I 1 26 1 25 1 24 1 23 1 22 1 21 1 20 1 19 I STA:17+41.23 TC:2715.71 OFF:16.50'RT v, BA:TC: 2715.39 21+50 00 1 1 1 I STA: STA:23+44.25 L - OFF:16.5 TC:2713.5353 2 W 23 80 23+I00 � - T 2716 d 2712 E CB-3A OFF* 16.50'RT I - TC:2712.36 PT STA: STA: 21+50, 15.30RT PC OFF: RIM: 12.11 STA:18+34.99 ro STA: 17+41.23 STA: 22+52.25 CB-36 TC:2712.61 INV OUT: 2709. 7 (12") OFF:16.50'RT OFF:16.50'LT OFF:16.50'RT STA: 21+50,-15.30LT STA:20+07.25 425: 2.46cfs 4 TC:2714.69 TC:2715.39 TC:2712.97 RIM: 2712.11 OFF:16.50'RT Q100: 3.44cfs TC:2713.42 / STA:22+37.25 - 1 - - 71NV IN: 2708.80 (12") - - STA:20+53.25 - + STA:19+61.25 STA:19+15.25 STA:18+69.25 19 OFF:16.50'RT 31 LF OF INV OUT: 2708.30 (18")-OFF:16.50'RT - - - 0 3 OFF:16.50'RT - OFF:16.50'RT -OFF: - / TC:2712.88 11 Q25: 3.42cfs TC:2713.08 ui (n TC:2713.76 TC:2714.10 TC:2714.44 STA:17+78.29 14 12 ® 1.00% Q100: 4.77cfs ,--r201 J } OFF:6.50 715.11LT 12W STA: 21+50,-19D50LT 8" W 8" W 8" W 8" W 8" W 8" W 1$x RIM: 2712.42 114 LF OF 18" ® 1.00%'1 S. COLDITZ WAY 20+^ 2 19+00 o, INV IN: 2708.26 (18") 21 11 14 LF OF 12" 0 0.00%- - - - �o � o � - - - - - 3 NV OUT: 2708.26 (18") 2 m fy n m 7 20 SS ,8 5 INV OUT: 2708.76 (12") SS ,8 12 31 LF OF 12" 0 0.00% SS „9 SS „9 SS 119 15 5 LF OF 18" ® 1.00 11 OS o 4 SEEPAGE BED #3 13 c 6 S&G-3A "o11 ECR 6 \ / STA: 21+50,-24.50LT 9 - - N - - RIM: 2712.5 11 12 LF OF 18" ® 0.00% STA:23+33.64 OFF:16.50'LT TC: 2713.46 STA:22+84.14 OFF:16.50'LT TC:2713.13 BCR N TA:19+77.64 LSTA:19.+ 4 1 STA:18+85.64 6 INV IN: 2708.21 (18") . 130 LF OF 18" ®0.00% 12 . STA:20+69.64 STA:20+23.64 F0'F INV OUT: 2707.81 (18") OFF:16.50'LT OFF:16.50'LT F:16.50'LT OFF:16.50'LT OFF:16.50'LT 1 BCR STA:21+50.00 TC:2712.95 TC:2713.29 :2713.64 TC:2713.98 TC:2714.32 STA:22+11.14 OFF:16.50'LT OFF:16.50'LT I STA: 22+64.141 OFF:39.19'LT _ TC:2712.36 I TC:2712.73 1 I I 1 I 1 TC:2712.59 ECR STA: 22+31.14 OFF: 39.211T 30 29 28 27 26 25 I I 1 I TC:2712.59 I I I I I I I I I 12" SD 2708 INV: 2709.52 2706 PROP. GRADE 0 ROAD rL �EX. GRADE 0 ROAD rL 7 y, STA:18+08.54 OFF:16.50'LT TC:2714.89 PC _STA:18+34.99 OFF:16.50'LT 1 TC:2714.69 I 1 24 23 22 1 21 M IOb O M O DJ vi N N M Fz Fz � FZ Fz Fz � N N N N N N N 23+00 22+00 21 +00 20+00 19+00 18+00 17+00 S COLDITZ WAY PLAN AND PROFILE 2716 2712 2708 2706 PAVING CONSTRUCTION NOTES �2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-702. �3 CONSTRUCT 5' LONG ROLLED CURB TO VERTICAL CURB AND GUTTER TRANSITION PER ISPWC STD DWG SD-707. SEE SHEET C8.10 FOR MODIFIED DETAIL. ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. �5 CONSTRUCT 4' WIDE VALLEY GUTTER PER ISPWC STD DWG SD-708 AND ACHD SUPPLEMENTAL SPECIFICATIONS. © CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ACHD SUPPLEMENTAL STD DETAIL SD-712 & MODIFIED ISPWC STD DETAIL SD-712A, TYPE "A". SEE SHEET C8.10. �7 CONSTRUCT TYPE IV CATCH BASIN FOR ROLLED CURB PER ACHD SUPPLEMENTAL STD DWG SD-604A. z �9 0 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG a SD-624 WITH 20" BAFFLE SEPARATION. m 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. o 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER w PLAN. ¢ 0 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. 15 ADJUST MANHOLE RIM TO GRADE. 19 SHARED DRIVEWAY PER DETAIL 2 SHEET C8.10 WITH DRIVEWAY ENTRANCE PER ACHD SD-710. 20 TRAFFIC CALMING BUMP OUT, SEE DETAIL THIS SHEET. 21 INSTALL 48" DIA. STORM DRAIN MANHOLE TYPE A PER ISPWC STD DWG SD-612. NOTE: 1. ALL STATIONING AND OFFSETS ARE FROM THE STREET CENTERLINE. 2. ALL SIDEWALKS SHALL COMPLY WITH THE LATEST ADA STANDARDS. CROSS SLOPE SHALL BE LESS THAN 2%. LONGITUDINAL SHALL BE LESS THAN 5% UNLESS AT A RAMP. C7.30 C7.40 KEY MAP p_Rz o Oz o U Z o O - T o O m ■� 0 LL] 0 0f Q N 04 0 W J_ LLI v (n coi z LL Lu 2 0 o I Q o J CL Z U) oz Q O > � Z LL Of 0 w � LLI J m � n� j Nw�/ 0� C)= O Q 0 Q LL 2 O ZCA CA CA N N N O O O N N N V V V O 0 30, 60' 120' _ cn U) LU SCALE: 1 " = 30' < cn 0 0 0 00 m m Z co co OD LU LU F cy) z z Y LU O U_' U U a SEAL SS\ONAL fNC \,\CENSFO �4-. 8670 ,01 /14 /'022 , 9TF OF o �B�GA IL NA' SHEET C7.20