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HomeMy WebLinkAbout4.1 SHEET ROADWAY PLAN AND PROFILE V1�.-■-JIIIlIS ow ■i I4+47.23 1 2538.16 TRC DAPGAR 2+00.00 - - - - SEE SHEET 4.3 2538.53 TRC 1 2+28.55 3+49.1� o 2538.41 TRC 2537.92 TRi � I 2+58.20 GC 3 r, ro 2538.28 TRC 4+27.23 Y _ 2537.61 TRC U O 8+73.53 2538.37 TRC 8+17.53 2538.15 TRC 7+61.53 O2537.93 TRC 7+46.89 LP/CB 66 2538.08 TVC� 2538.26 TRC 7+42.70 6+60.06 GC 2537.90 TRC 2538.30 TRC 4+81.23 2538.37 TRC II - p 5+01.23 �� v v 2538.51 TRC -- 5+27.58 HP- / Q2 2538.83 TR W C O z g�1.211 •o. d a c' tom° 37.99 F�L �� Nf-----_ _ � �_ 0- IDE AVE. 0 6 N. WILLOWSIDE AVE STA:9+00.00 MATCH SHEET 4.2 00 9.1 41 8+68'06 2538.35 TRC NN� L.L I Q I 4t8' 4 I 8+12.06 I 2538.13 TRC I 80 CO N i 7+56.06 2537.91 TRC 7+46.89 GC 2537.87 TRC 7+37.12 0 2537.79 TRC 7+17.09 2537.61 TRC 7+11.75 LP/CB/GC 2537.77 TVC y a i 1 n - - 253a - � - -i-- - 2S3 0 - - - �'� - -I � 8 5 1 8 Q 449 V� B9�o _ C 18D.7" 0 l 1 2+28.55 ^ 2538.28 TRC 3+47.82 4+27.23 LP I� 2538.41 TRC 2+48.37 2537.93 TRC 2537.61 TRC01 \V \ 2+00.00 2538.33 TRC 2+97.82 2538.13 TRC 4+47.82 4+97.82 5+47.82 5+97.82 2538.53 TRC 1 2537.86 TRC 2538.47 TRC 2538.75 TRC 2538.55 TRC o o 7+03.48 \\ \ 3+97.82 2537.73 TRC 5+27.58 HP 6+47.82 6+69.83 GC 2538.24 TRC 2537.69 TRC \\ \ I 2538.83 TRC 2538.35 TRC 6+89.74 \ 1 1 6+60.06 GC 2537.91 TRC AV \ 2538.30 TRC \\ \ BLOCK 20 BLOCK 20 \ yv 2550- 2547 2544 0 w OaNUZ O MXaQ NMZ OOMa W LO +NW 254'4 NNLf Oa �U�� N O H -QW= fA WINO_ J< NW 0 -0.42% - - - - - 2538- -- - - - - - - - - - 2535- KEYNOTES OMATCH EXIST. CURB, GUTTER, & SIDEWALK FIELD VERIFY PRIOR TO CONSTRUCTION 20 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. 03 CONSTRUCT PEDESTRIAN RAMP, TYPE 'H4' FOR ROLLED CURB. SEE DETAIL SHEET 4.7. ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS SHALL NOT EXCEED 5.007 NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE WARNING PER ISPWC SD-712. O CB #1B - INV ELEV: 2534.23 W/ 1' SUMP PER ACHD SD-604A, 1Q TYPE IV. CONST. 30 LF 12" C-900 ® 0.33% TO CB #1A. (QP,a 0.63 cfs, QPa 0.45 cfs) © CB #1A W/ 1' SUMP PER ACHD SD-604A, TYPE IV. 1� INV IN AND OUT (12"):2534.13 CONST. 5 LF 12" C-900 ® 2.00% TO SDMH #1. (QP, o 2.47 cfs, QPm 1.78 cfs) O7 DRAINAGE POND #1 & SDMH #1 - SEE DETAIL SHEET 4.8. ® CB #2 - INV ELEV: 2535.92, 8.5 LF 12" C-900 ® 1.177 TO SDMH #2. SHALLOW INLET W/1' SUMP PER ACHD SO 601A. (QP, o 1.88 cfs, QPm 1.36 cfs) 90 DRAINAGE POND #2 & SDMH #2 - SEE DETAIL SHEET 4.8. ® CB #3 - INV ELEV: 2535.92, 11 LF 12" C-900 ® 0.91% TO SDMH #3. SHALLOW INLET W/1' SUMP PER ACHD SO 601A. (QP,m 1.29 cfs, QPu 0.93 cfs) Q1© DRAINAGE POND #3 FOREBAY, PRIMARY & SDMH #3 - SEE 1 DETAIL SHEET 4.8. ® CONSTRUCT MONITORING WELL #2 PER ACHD SD-627. SEE DETAIL SHEET 4.7. ® CONSTRUCT MONITORING WELL #3 PER ACHD SD-627. SEE DETAIL SHEET 4.7. Q® CONSTRUCT MID -BLOCK PEDESTRIAN RAMP PER ACHDSD-/ 30 0 15 30 SCALE IN FEET 1 " = 30' 04 M � 400 �x QM �N 5 l7Na :(i< U +r, N1L.�1,I 03 IMU) F ri NM + d >� 2 NZ O0 n VI+N 0_ W a N W N I''I= FINAL GRADE AT HJO NWC31Q ROAD CL NWO NWO V)W J 1.21 -0.40% 1.21% - - - - - - - - - - - EXISTING GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AT ROAD CL 12" C-900_/� STORM DRAIN 2532- WILLOWSIDE - RIVA CAPRI PROFILE HOR: 1 "=30' g� VER: 1 "=3' 252T+'80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+100 6+130 6+160 6+190 7+20 7+50 7+80 8+10 8+40 8+70 94 2550 2547 N 4 F_ W 2544 2 V) F_ 2541 _-=2538 2535 2532 9++30 29 �o w Z ~ 3 W 3 a� Z g = a zw W W ~ w Z w �CC m Z W <o J N- iw V w \pNAL F �� � f 882 F�TF OFF S. CRP CHECKED BY: DAVID A. BAILEY P.E. IN 0 z 0 � W 0 LLJ Q o a It = r U V)Q N w 0 N N a [� 0 N I O h z W J , W U 0 Z 0 Z I � Z � 0 Z (1) W 0 Z m 0 Q V) W n L.L Y W W Q U r� V C) 0 Q 0 Plans Are Accepted For Public Street Construction >013-024 SHEET 4*1