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HomeMy WebLinkAboutConstruction Drawings - C7.20 V1 (2)= - 0 m n CURB RAMP DETAIL (STA=22+96+00) 1"=10, 0 EXISTING PHASE 1 ME ` STA: 23+79.64 OFF: 16.50'RI TC: 2713.44 STA:21+15.25 OFF:16.50'RT TC:2712.62 STA:20+83.25 OFF:16.50'RT TC:2712.85 8" W 8" W STA:21+09.73�8" W W- STA: 20+ 88.80 8" W S. COLDITZ WAY OFF:14.84'RT OFF:14.82'RT TC: 2712.67 TC: 2712.82 STA: 21+03.20 STA: 20+95.31 OFF: 12.50'RT OFF:12.50'RT TC:2712.71 TC:2712.76 STA: 21 +19.59 STA: 21 +11.70 OFF:12.50'LT OFF:12.50'LT TC: 2712.59 TC: 2712.64 STA: 21+26.09 STA: 21+06.15 OFF:14.82'LT TC:2712.54� OFF:14.18'LT �T(:2712.69 STA: 21+31.64 OFF:16.50'LT TC:2712.49 BUMP OUT DETAIL NOTE: ALL RADII ON BUMP OUTS ARE 10' - - - - T. I I I BLOCK 6 I I I I I I I I I I I I I I I STA: 20+99.64 OFF:16.50'LT TC:2712.73 0 MATCHLINE u11a SEE SHEET C7.10 17 o 2 U) I J PMR - 18 STA:16+97.87 PT OFF:16.50'LT 18 29 28 I 27 I I 26 I 25 I 24 I 23 I 22 I 21 I 20 I 19 I STA:17+41.23 TC:2715.71 OFF:16.50'RT v, BTC: 2715.39 STA: 00 I I I I - STA:23+44.25 L OFF:16 TC:2713.533.53 2 W 23 80 23+I00 � - T 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:16.50'97 STA: 2 12.11-15.30LT OFF:20+07.25 TC 2712.97 425: 2.46cfs 4 TC:2714.69 TC:2715.39 RIM: 2712.11 OFF:16.50'RT I STA:22+37.25 - 1 Q100: 3.44cfs 71NV IN: 2708.80 (12") - - STA:20+53.25 TC:2713.42 1 STA:19+61.25 STA:19+15.25 STA:18+69.25 / OFF :16.ouINI 31 LF OF INV OUT: 2708.30 (18")-OFF:16.50'RT - - - 0 3 OFF:16.50'RT - OFF:16.50'RT - OFF:16.50'RT - / 19 TC:2712.88 11 Q25: 3.42cfs TC:2713.08 v� TC:2713.76 TC:2714.10 TC:2714.44 STA:17+78.29 14 12 ®1.00% 0100: 4.77cfs " o f OFF:165.11 � � Op TC:2715.11 12' W STA: 21+50, -19.51 LT 8' W 8" W 8' W 8" W 8" W 8" W RIM: 2712.42 114 LF OF 18" ® 1.00%'1 S. COLDITZ WAY 20+. 2 19+00 o, INV IN: 2708.26 (18") 21 1114 LF OF 12" 0 0.00%- - - - �o o �- - - - - INV OUT: 2708.26 (18") 2 co n m 20 SS ,11 5 INV OUT: 2708.76 (12") SS ,9 12 31 LF OF 12" 0 0.00% SS „9 SS „8 SS „8 1. 15 15 5 LF OF 18" ® 1.00 11 OS o 19 SEEPAGE BED #3 13 � 4 �� S&G-3A �� �1v _ STA:18+08.54 6 MEJ STA:23+79.64 OFF:16.50'LT \ / STA: 21+50,-24.50LT RIM: 2712.5 9 6 INV IN: 2708.21 (18") - - - - - 11 12 LF OF 18" ® 0.00% 130 LF OF 18" ®0.00% 12 - - - STA:20+69.64 - STA:20+23.64 T STA:19+77.64 STA:19+31.64 STA:18+85.64 - PC OFF:16.50'LT TC:2714.89 - - - STA:23+33.64 OFF:16.50'LT - - ECR STA:22+84.14 6 TC:2713.25 OFF:16.50'LT INV OUT: 2707.81 (18") OFF:16.50'LT OFF:16.50'LT OFF:16.50'LT 0 F:16.50'LT OFF:16.50'LT STA:18+34.99 TC:2713.46 TC:2713.13 GB TC:2712.95 TC:2713.29 TC:2713.64 TC:2713.98 TC:2714.32 N I BCR STA:21+50.00 OFF:16.50'LT BCR STA:22+11.14 I OFF:16.50'LT OF::16.50' TC:2714.69 STA:22+64.14 OFF:16.50'LT 2712.36 OFF: 39.19' LT _ ITC: 2712.73 I I I I I I TC: 2712.59 ECR STA: 22+31.14 OFF:39.211T 30 29 28 27 26 25 24 23 I I I TC:2712.59 I I I 2716 "IN 1 J +0.60% o W 2712 � O O �r ? N 12" SD 2708 INV: 2709.52 2706 PROP. GRADE 0 ROAD rL VEX. GRADE 0 ROAD rL 7 22 1 21 M I00 O M O OJ M N N M 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. 11 INSTALL 12" SDR35 PVC PIPE. LENGTH AND SLOPE PER PLAN. 12 INSTALL 12" PERFORATED PVC PIPE. LENGTH AND SLOPE PER w PLAN. Q 13 0 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 Lu J (n v Q cl)i LL LLI 00 0 � Q ,a O W W Q Z (n 0 Z LU JLL 0 m CL J LL LL Z Q -i > U = f //fin� V Q IL. O 2 H 0 Z N N N 0 0 0 N N N V V V 0 0 30, 60' 120' _ fn co uj J Q SCALE: 1 " = 30' co 00 CD m 0 co m z 03 m w LU ~ rn z z W O 0 U a SEAL SS\ONAL fNC ok \CENS"O �4-. 8670 s.1;-4 9TF OF \QP �B�GA IL NP�� SHEET C7.20