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HomeMy WebLinkAboutConstruction Drawings - C7.10 V1APPROVED o 0422 D - Wq ME/PC STA:10+00.00 OFF:16.50'RT TC:2714.56 5 720 2714.99 2715.01 2715.06 2714.94 2714.96 0.50% 2714.84 2714.92 a 2714.90 2714.90 N 2714.88 2714.79 271 A 71 2714.51 M „8 M „8 2714.53 M „8 N 2714.84 2714.82- - - 0.50% - S. REDWATER AVE o> �I 2714.53 2714.51 2714.79 2714.71 2714.90 o 2714.88 s 2714.92 2714.90 2714.97 0.50% 2715.02 2714.85 2715.07 2715.00 2714.95 CURB RAMP DETAIL (STA=11+10+00) 0 I I I I ME/PC STA: 10+00.00 OFF:16.50'LT TC: 2714.67 "O OO 15 M „8 STA:10+21.6, OFF:16.50'RT TC:2715.19 I on PT STA:10+66.04 6 .OFF:16.50'LT TC:2714.97 -M „8 n+oo 4 o SS „8 PT STA:16.50%04 6 - OFF:16.50'RT TC:2714.97 I I 9 2 i I 4 5 7 8 9 10 I I I I I I I I SBTA:13+00.00 1 4 I I I OFF:16.50'LT TC:2713.80 CB-4A STA:11+54.01 + STA:12+00.01 STA:12+46.01 4 STA: 13+00,-15.50LT STA:13+73.01 STA:14+19.01 STA:14+65.01 OFF:16.50'LT `0 3 -OFF:16.50'LT - - -OFF:16.50'LT - RIM: 2713.54 7 - OFF-16.50'LT - - - OFF* 16.50'LT - - - OFF:16.50'LT - - TC:2714.53 -LS�Ln TC:2714.30 TC:2714.07 INV OUT: 2710.54 (12") TC:2714.38 TC:2714.75 TC:2715.12 Q25: 2.40cfs Q100: 3.34cfs M .,8 M ..8 M ,,9 M .,8 2 „8 12+00 31 LF OF 12" ® 0.99%12 3 00 11 LF OF 18" ® 1.00% ` 14+00 S. REDWATER AVE 15+00 - + I SS CB-4B 11 11 LF OF 12" ® 0.00% 12152 LF OF 12" ® 0.00% J- 15 ' „8\---, STA: 13+00, 15.50RT 11 11 LF OF 18" ®0.00% �y SS „8 SS 8 RIM: 2713.54 15 12 52 LF OF 18" ® 0.007 INV IN: 2710.23 (12") 7 INV OUT: 2709.73 (18") OS n OS SEEPAGE BED #413 425: 2.40cfs - 2 STA:11+63.19 2 - Q100: 3.34cfs STA:12+09.19 LF OF 18" 11 1.00% - - STA: 13+47.19 - - STA:13+93.19 OFF:16.50'RT OFF:16.50'RT -I I �OFF:16.50'RT - OFF:16.50'RT STA:14+39.19J OFF:16.50'RT STA:14+85.19 OFF: 16.50'RT PC\ TC:2714.48 TC:2714.25 SD-4A STA: 13+00, 19.50RT S&G-4A TC:2714.18 TC:2714.54 TC:2714.91 TC:2715.28 STA: RIM: 2713.86 STA: 13+00, 24.5ORT OFF: OFF: INV IN: 2709.69 (18") 21 9 RIM: 2713.96 INV OUT: 2709.69 (18") INV IN: 2709.65 (18") INV OUT: 2710.47 (12") I INV OUT: 2709.25 (18") I I I I I I GB I I 1 O STA:13+00.00 I PC STA:15+20.49 OFF:16.50'LT TC:2715.56 OFF:16.50'RT 13 14 15 16 17 STA:16+ TC:2713.80 0FF:16. TC: 27 I I I I I I I I I BLOCK 6 I I I I I I I I I O 14 111 19 15 STA:15+75.58 OFF: 16.50'LT TC:2716.00 i+20.49 a' �.50'RT o 5.56 - - I 4 2 � B/PT GB/PT 1 15.23 H STA:16+15.23 50'RT fn OFF:16.50'LT 16.32 < TC:2716.32 I � I I STA:16+51.87. - OFF:16.50'LT TC:2716.05 MATCHLINE SEE SHEET C7.20 FXXIIIIIIII 71 F) r2 ^ PROP. GRADE 2716 ^_ N 0 ROAD rt > J IL OM 00 VEX. �N + 0 Lo GRADE N�Ij n N r w L^v l o N 0 ROAD rL W [>_ 712 ^J C.i a 2712 J ' a w 12' PVC STORM 710 2710 O O) Ln M n r2 L2 N N N N N N N 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 S REDWATER AVE. PLAN AND PROFILE PAVING CONSTRUCTION NOTES �2 CONSTRUCT 3" ROLLED CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-702. ® CONSTRUCT 5' DETACHED CONCRETE SIDEWALK PER ACHD SUPPLEMENTAL STD DWG SD-709. 2% MAX. CROSS SLOPE. © 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. ❑9 INSTALL 1000G SAND & GREASE TRAP PER ISPWC STD DWG SD-624 WITH 20" BAFFLE SEPARATION. 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 12 z INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER O ~ PLAN. a 13 Le U CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. m 0 15 ADJUST MANHOLE RIM TO GRADE. 19 w SHARED DRIVEWAY PER DETAIL 2 SHEET C8.10 WITH DRIVEWAY < ENTRANCE PER ACHD SD-710. 21 INSTALL 48" DIA. STORM DRAIN MANHOLE TYPE A PER ISPWC STD DWG SD-612. i 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. KEY MAP 2 0 z 0 30' 60' 120' SCALE: 1 " = 30' r LM I p_Rz z o U m � z o m LL ■� Q LL] 0 N c\IH 0 W J_ W v (n (n m z LL OD LLJ 2 0 O 2 Q' < Z W Cn O Z Q Fn 0 Lu > O Z LL LLJOw W CL m � n j � Lu�/ > 0� C)= 0 Q 0 Q LL � � r N CA O N N CA O N N CA O N o Lu J Q Q U U) cc O O m m O Z co m Lu F 2 U O CD IY W = K SEAL fNC SS\ONAL ok \CENS110 ? �n 8670 S 01/14/2022 rgTF OF \OPT �B�GA IL NP�� SHEET C7.10