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HomeMy WebLinkAboutConstruction Drawings C7.20 V1PAVING CONSTRUCTION NOTES 00 ECR STA: 11+57.23 CB-3 V OFF: 36.50'LT� STA: 10+01.50,-15.30LT 7 I TC:2716.90 RIM: 2716.36 HP INV OUT: 2713.70 STA: 11+51.37 J OFF:22.36'LT 4 TC:2717.27 BCR STA: 10+00.00 STA:10+51.36 - - - STA:11+37.23 6 OFF:16.50'LT OFF: 16.50'LT OFF:16.50'LT TC: 2716.61\ I TC:2716.84 TC:2717.08 31 LF OF 12" ® 3.77%[ STA: 10+00.00 OFF: 16.50'RT- TC:2716.61 CB-4 STA: 10+01.50, 15.30RT RIM: 2716.36 INV N: 2712.55 INV OUT: 2712.55 Q25: 1.63cfs Q100: 2.27cfs SD-2 STA: 10+01.50, 19.50RT RIM: 2716.45r INV IN: 2712.531 INV OUT: 2713.00 INV OUT: 2712.33 SGT- 2 STA: 10+01.50, 24.50RT RIM: 2716.78 INV IN: 2712.25 INV OUT: 2711.90 - 8" W W. LEARMONT ST. 1 LF OF 12" 0 0. 8" W - 11+00 CC R 84 LF OF 12" 0 0.00% 84 LF OF 18"= 11 LF OF 18" 12 ® 2.18% ® 0.( STA:10+51.36J OFF:16.50'RT TC: 2716.84 2 3 0 BCR SEE SHEET C7.10 STA: 11+90.23 OFF: 36.50LT TC: 2716.96 HP STA: 11+96.09 6 OFF:22.36'LT / \ TC:2717.46 ECR 6 STA:12+10.2. \ OFF:16.50'LT 8" W K40--lo)5 2+00 I- - � - \_STA:11+43.36 OFF:16.50'RT TC: 2717.03 STA: 10+97.36 OFF:16.50'RT STA: 11+89.36J STA:12+35.36 TC:2717.05 OFF: 16.50'RT OFF:16.50'RT TC:2717.46 TC:2717.67 I 4 5 6 I I � STA:12+57.73 I FOFF:16.50'LT II TC:2717.77 1 - ",3 0 � - - M SS „8 u) STA:12+81.36 OFF:16.50'RT TC:2717.87 I 7 I I I I I I BLOCK 4 I �- - - I aaw aak ae - STA:13+05.24 OFF:16.50'LT TC:2717.98 STA:13+05.24 OFF:16.50'RT TC:2717.98 n N o 0 2720 +00 2720 o o p + N aw + � on _ % J IL N a w PROP. GRADE 0 ROAD BP: 10+00 +0.45% EL: 2716.69 +0.45% 2716 o ro 2716 EX. GRADE + N N 0 ROAD rL 10 J aw w 12" SD INV: 2714.64 2712 2712 2710 2710 N N N N 10+00 11 +00 12+00 13+00 n - 2717.14 2717.24 2717.14 2717.24 / 2717.25 - - 2717.32 2717.00 / 2717.00 2716.89 2716.84 / 2716.89 2717.25 2717.49 2716.84 2717.40 2717.40 2717.51 2717.40 2717.67 2717.45 2716.93 2716.93 2717.63 2717.35 2717.24 2717.39 2717.83 2717.73 2717.53 2717.36 2717.29 2717.03 2717.21 2717.06 2717.01 2717.00 2717.03 2717.21 2717.28 2717.38 2717.40 2717.40 2717.42 2717.35 2717.46 2717.45 2717.56 2717.52 - - - - - - - - - 2717.50 CURB RAMP BLOWUP DETAIL N.T.S. ® 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. �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 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER PLAN. 13 CONSTRUCT SEEPAGE BED PER DETAIL ON SHEET C7.10 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. 15 ADJUST MANHOLE RIM TO GRADE. 17 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD-1132A. 18 INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD-1132B. 19 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. KEY MAP N.T.S. NORTH 0 30' 60' 120' SCALE: 1 " = 30' w 0 M N w J (n LLI Q cl) Lu 00 0 � C Z- ozsLLJ OQ cn z J LL 0LU m C J U U) � aJ� LL D7 z 1 U � >_ o 'fin V � N 0 N 0 N 0 Z a a a O c7 c7 c7 U) w Q U U)a coo 0] co 00 Lu U W CD (D U) w 0 o v a SEAL \ONAL F G \CENSFD ! 8670 3/J9/202 2O 'f OF \�P 'GA IL Hj SHEET C7.20 0 a