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HomeMy WebLinkAboutConstruction Drawings - C7.40 V1PAVING CONSTRUCTION NOTES APPROVED M04,22 I D - I 1 1❑ 1 I I I I 14 I 15 I I 1 ECR 1 . STA:10+15.23 EXISTING PHASE 1 OFF: 45.21'LT TC:2711.11 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ECR 2 1 I 1 BCR SO OFF:48 00'LT-'-,,. 11 j STA: 10+45.10 TC:2712.00 GB/LP BCR 1 I TC. 7..36 CB-2A STA:15+00.00 STA:16+24.40 -�6 ----TC:2711.36----------------------------- ,-------------------------- STA: 15+00,-17.00LT---- OFF:18.00'LT -- _ GB/HP 4 RIM: 2710.75 OFF:18.00'LT ' - - - - - - - TC:2711.84 6 STA: 11+00.00 STA:11+50.00 STA:12+00.00 STA:12+50.00 STA:13+00.00 + 8 TC:2711.22 OFF:18.00'LT STA:13+50.00 b 3 STA:14+00.00 INV OUT: 2707.74 (12") STA:15+50.00 STA:16+00.00 - _ OFF:18.00'LT - OFF :18.00'LT OFF:18.00'LT� OFF:18.00'LT TC: 2712.62 ui \ OFF:18.00'LT Q25: 0.92cfs OFF:18.00'LT n _ - OFF: 18.00'LT OFF:18.00'LT TC:2711.66 TC:2711.90 TC:2712.14 -bo J - TC:2712.38 TC:2712.27 } TC:2711.92 - - Q100: 1.28cfs- - - TC:2711.47 - TC:2711.72 " CB-26 C) 1.19% 1 STA: 15+00, 17.00RT RIM: 2710.75 � 10 00 n+oo 12o ^ 1300 14+00 11 34 LF OF 12" ®o.so% S. OAKBRIAR WAY 0 3 b c.1 INV IN: 2707.57 (12") g 15 00 U - -� M m - - - - + - - -INV OUT: 2707.57 (12") � 5 - ~ u S. OAKBRIAR WAY Q25: 0.31cfs 1 W (n Q100: 0.43cfs W ER, 43 LF OF 12" 0 0.00%12 117 LF OF 12" 0 0.50% fn Q-STA:11+00.00 STA:11+50.00 - - STA:12+00.00- c6 � STA:12+50.00 GB HP - I3 = - - - --STA:15+50.00 - STA:16+00.00 2 n=STA:13+00.00�� --STA:13+50.00- 1 STA:14+00.00 _ _ _ OFF: OFF:18.00'RT OFF: OFF: rn OFF:18.00'RT OFF:18.00'RT W I OFF: OFF: o \ OFF:18.00'RT TC:2711.47 TC:2711.72 6 6 TC:2711.66 TC:2711.90 TC:2712.14 TC:2712.38 TC:2712.62 TC:2712.27 1 TC:2711.92 .13 ECR I STA:10+48.35 SEEPAGE BED #2 . OFF:18.00'RT 11 LF OF 18" 0 0.00711 GB/LP V TC:2711.41 S&G-2A STA:15+00.00 17 ig 17 STA: 15+00, 24.00RT OFF:18.00'RT STARIM: 2711.34 9 TC:2711.22 OFF: STA:10+18.35 :13+38.37 BCR INV IN: 2707.54 (12") FF TC:2711.47 OFF:48.02'RT INV OUT: 2707.14 (18") TC: 2711.47 0 U � W-_z W _ _2 -U Q LLII LU W J U) - �2- TA:16+70.90 OFF: 19.12'RT TC:2712.10 �1 CONSTRUCT 6" VERTICAL CURB AND GUTTER PER ACHD SUPPLEMENTAL STD DWG SD-701. ® 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. ® CONSTRUCT TYPE III CATCH BASIN PER ACHD SUPPLEMENTAL STD DWG SD-603. ❑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 C8.10. 14 ADJUST WATER VALVE BOX AND COVER TO GRADE. 17 INSTALL TYPE II TERMINUS BARRICADE PER ACHD SD-1132A. 18 INSTALL TYPE III TERMINUS BARRICADE PER ACHD SD-1132B. 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. I I 32 31 --------------- ECR STA:16+87.40 BLOCK 5 OFF: 48.00'LT TC:2712.01 P 17 BCR `�STA:17+17.40 OFF: 18.00'LT 17+0 11 19 TC:2712.31 -I 18 STA:17+17,40 �OFF:18.01'RT TC: 2712.11 2716 0 2716 O 00 0 ON co N 0 o + n� N p m O o O W O ,�o -t M 7: S Lip o + N m r N O^ cO pmp O n + 0 +^ N EX. GRADE dW PROP. GRADE ^ CL 5: w a w N ® ROAD 271 L CL w a w a w®ROAD a w 712 +0.48% +0.50% 2' �5% I VEX. GRADE +0.50% 0 � NA.7 � NNw2 OWf LPROP. GRADE ROAD rL 0 ROAD rL "N + n0 O IO 270ff a 2708 m J ^ N W 1 J 12' SD a w INV: 2708.68 2706 2706 c0 O> OO O N c0 N N N N N N N N N N 11+00 12+00 13+00 14+00 15+00 16+00 17+00 KEY MAP N.T.S. NORTH 0 30' 60' 120' SCALE: 1 " = 30' z 0 a U 0 w F 0 W J_ LL 0 CL 06 ^J I .L Z 1 CL 04 04 04 O N O N O N O U) U) Lu J Q U O O O 0 com 00 Z co ❑ F w z Lu w o � U � U) Lu = � ❑ U la - SEAL SS\ONAL fN �'\,\C�ENSF� G! 8670 S 01/14/2022 f 9Tf OF \QP \GA IL Nj SHEET C 7.40 S. OAKBRIAR WAY PLAN AND PROFILE