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HomeMy WebLinkAbout4.1 SHEET ROADWAY PLAN AND PROFILE V1APPROVED )r :: 05M9,22 STA:9+00.00 U MATCH SHEET 4.2 00 9.1 8+73.53 , 2538.37 TRC , ^ Q I O �t 4 8; 4 8+17.53 I > 2538.15 TRC I I 8+�00 " 7+61.53 O 2537.93 TRC I N 7+46.89 LP/CB I 6+64.25 2538.08 TVC I 2538.26 TRC 1 4+47.23 7+42.70 1 2538.16 TRC 6+60.06 GC 2537.90 TRC I DAPGAR 253E TRC 2+00.00 - - SEE SHEET 4.3 - 1 - 2538.53 TRC - - - - o O. 4+81.23 2+28.55 3+49.1 .' .' 2538.37 TRC - 2538.41 TRC 2537.92 TR� - - - - - - - - Qi N n r o :: :: .. .: :: .. a .: � I 38 51 TRC - o p 5+OL23 3 3 ryo 25 2+58.20 GC � �� � � � � .o 10 2538.28 TRC .' 7 cis / o 4+27.23 LP / cP W 2537.61 TRC s A= 27 8 HP� 2538.83 TRC w- - / �-__-�--_- 2538.8 v� _ _�121% 399 F/L�' N0N• o ?�%•o. AVE�°�° . AVE._o _01- 2538.35 TRC 8+12.06 2538.13 TRC 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 9 2537.77 TVC a 1 1 M 253a 2S3 0 M - 5 8 - 0.449 1 0. 85, \ \ \ 1 1 O 2+28.55 1 2538.20 GC 2538.28 TRC 3+47.82 4+27.23 LP AV V i 2538.41 TRC � 2+48.37 2537.93 TRC 2537.61 TRC Q � 4 2538.53 2538.33 TRC 2+97.82 2538.13 TRC 4+47.82 4+97.82 5+47.82 5+97.82 ,r � 1 2538.53 TRC 2537.86 TRC 2538.47 TRC 2538.75 TRC 2538.55 TRC oN o 7+03.48 �\ \ 3+97.82 2537.73 TRC 5+27.58 HP 6+47.82 6+69.83 GC 2537.69 TRC \\ \ �I I 2538.83 TRC 2538.35 TRC 2538.24 TRC 6+89.74 \ 2537.91 TRC AV \ 1 1 6+60.06 GC 1 2538.30 TRC AV V 1 \\ \ BLOCK 20 BL OCK 20 -vv 2550- 2547 2544 0 w 0 Z LJ D � U) NNW Z)a 254'4 _ H J Q W 2 U)Wm INd 2538- 2535- W 0 z Q U W O Q C� 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 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 60 SCALE IN FEET 1 " = 30' NIM5 400 co 0) QM �N Il7Na p000 +NU 03� IMF rir, NMz +N0 +NQ d >2 � t0 n NO 0_ Q W a Q> N W N I''I= FINAL GRADE AT 1.�� HJO V)LLJ ROAD CL NWO NWO -------- - 121% 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) Q 2541 _-=2538 2535 2532 9++30 29 Plans Are Accepted For Public Street Construction Q 2 E o o Q it Q iu .m N 0 w Z = a o N W Z� W W w w Z w .CC z, U W <o J u- iw V �w \pNAL F �� .E. IN 0 z 0 � W 0 LLJ� o It = U N Q 0 N a [� 0 N I z o a V)w N '0 W J , L 0 0 Z 0 z 7 w 0 - Z (1) W 0 Z m 0 Q V) W n L.L Y W W Q � U C) 0 Q � - �0/ LL >013-024 SHEET 4*1