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HomeMy WebLinkAboutConstruction Drawings - C7.10 V1 (2)= - 0 m Klql ME/PC STA:10+00.00 OFF:16.50'RT TC:2714.56 5 720 2714.99 2715.01 2 115.06 2714.94 2714.96 0.507 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 �jrn 2714.53 2714.51 2714.79 2714.71 2714.90 2714.88 a 2714.92 2714.90 2714.97 0.507, 2715.02 2714.85 2715.00 2714.95 f�- - CURB RAMP DETAIL (STA=11+10+00) 0 I I I ME/PC STA: 10+00.00 OFF:16.50'LT TC: 2714.67 "0 00 15 M „8 STA:10+21.6, OFF:16.50'RT TC:2715.19 I Con PT STA:10+66.04 6 .OFF:16.50'LT -TC: 27.97 �M „8 n+oo 4 o SS „8 PT STA:16.50%04 6 - OFF:16.50'RT TC:2714.97 I I 9 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 -,S TC:2714.30 TC:2714.07 INV OUT: 2710.54 (12") TC:2714.38 TC: 2714.75 TC:2715.12 w Q25: 2.40cfs Q100: 3.34cfs M.,8 M..8 „8 M,.B M.,8 2 „8 12+00 31 LF OF 12" ®0.99%12 3 00 11 LF OF 18" ®t.00% 14+00 S. REDWATER AVE 15+00 - + - i - - T - I- - I I SS CB-4B 11 11 LF OF 12" ® 0.00% 12152 LF OF 12" ® 0.00% 15 ' „8\ STA: 13+00, 15.50RT 11 11 LF OF 18" 0 0.00%" SS „8 SS R RIM: 2713.54 15 12 52 LF OF 18" ® 0.00% INV IN: 2710.23 (12") 7 INV OUT: 2709.73 (18") OOS S SEEPAGE BED #413 425: 2.40cfs - - 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 J \ OFF:16.50'RT OFF:16.50'RT -I I OFF:16.50'RT - OFF:16.50'RT STA:14+39.19 OFF:16.50'RT STA:14+85.19 OFF:16.50'RT P 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: TC: 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 0 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 I 19 15 STA:15+75.58 OFF:16.50'LT TC:2716.00 i+20.49 a' �.50'RT o 5.56 - - 4 2 B/P T t GB/PT 1 15.23 H STA:16+15.23 50'RT c/) OFF:16.50'LT 16.32 < TC:2716.32 I I � I I STA:16+51.87- - TC:2716.05T MATCHLINE SEE SHEET C7.20 FXXIIIIIIII 71 F) 10 ^ PROP. GRADE 2716 N 0 ROAD OL IL J o_ w +0.80% no -0.50% a ui 2 OM 00 VEX. O�Ij �N o GRADE n N r w N ++ N 0 ROAD rL W o_ 712 ^J C.i a 2712 mJ ' a 12' PVC STORM 710 2710 O) Lq M M u7 G) 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 S PLAN. a 13 U CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C8.10. 0 15 ADJUST MANHOLE RIM TO GRADE. 19 W SHARED DRIVEWAY PER DETAIL 2 SHEET C8.10 WITH DRIVEWAY ¢ m 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. C7.30 C7.40 KEY MAP -4 2 0 z 0 30' 60' 120' SCALE: 1 " = 30' 04 Lu J U) W v Q cl)i LL LLJ 00 0 � Q ,a O (� w Q z Ln 0 Z IL W J LL E m C - J cf) LL Z Q �� > U = C CD N N N O N O N O N 0 U) Lu J a U v) ¢ ¢ m m m CD 00 Lu z 03 W O 9U W = D_ 0 U a SEAL fNC SS\ONAL \,\CENSF0 ? �n 8670 1/-9%21,22 O 9TF OF \QP �B�GA IL NP�� SHEET C7.10