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HomeMy WebLinkAboutscan-7I I � o m ° CDO I I C/0 m o m m STMH1 cn o+ r iz- I Z m � o° a9 0 _7 ST ° )N AVENUE z Q 10 20' 40 875 JTURE W. 6th STREET PAVEMENT 870 (UNDER CONSTRUCTION) 4 9 CONFLICT STA. 00+2.38 (VERIFY) (BETWEEN 6"0 DRAIN TILE & 12"0 RCP) - - - - -- - - - - - - - i,/,/ I O. i i / I + mo - ST1 co A I -- --- - ---- -'� --- A �INT1 ,. i � A /. A A r--- - __--- _-�-� STORM SEWER PLAN HORIZONTAL SCALE: 1" = 20 PROPOSED GRADE - - - - _ - EXISTING GROUND FLEXIBLE 0-RING GASKETED JOINTS AS FAR AWAY FROM WATER MAIN AS POSSIBLE - ------------- STA.00+00 SM1 PROPOSED SW-402 (MODIFIED) FORM GRADE: 870.65 04 6"0 DRAIN TILE IN: 866.50 (VERIFY) 865 12"0 RCP IN: 866.67 30"0 RCP IN: 864.69 VERIFY 30"0 RCP OUT: 864.67 VERIFY; FLOOR: 864.17 EXISTING 8"0 WATER MAIN (VERIFY LOCATION & DEPTH) STA. 00+6.52 (VERIFY) (BETWEEN 12"0 STORM & 8"0 WATER MAIN) ST1 860 0 0 o + + 0 0 STORM SEWER STRUCTURES TABULATION NO. LOCATION STA.(STREET) TYPE FORM GRADE INTAKE FLOOR NOTES SM1 00+00 SW-402MOD 870.65 864.17 INT1 01+48.41 SW-512 871.00 866.41 STA. 01 +48.41 INT1 PROPOSED SW-512 FORM GRADE: 871.00 3"0 PVC IN: 868.06 4"0 PERFORATED IN: 867.85 12"0 RCP OUT: 867.80 FLOOR: 866.41 0 0 o � STORM SEWER_PROFILE TOP OF INTAKE: 871.00 HORIZC',TAL SCALE: V = 20' (SW-512) VER_ AL SCALE: 1" = 2' NON STRUCTURAL INTAKE GRATE w/LOCK FLOW LINE: 868.C7 867.80 //j��ji 9.91 STORM SEWER PIPE TABULATION FROM CA ION TO PIPE TYPE PIPE DIA. (in.) LENGTH(ft.) (Actual) SLOPE INLET ELEVATION OUTLET ELEVATION CAPACITY (cfs) VELOCITY (f/s) ST1 INT1 RCP 12 148.41 0.76% 867.80 866.67 3.0 3.9 Io 1 148.41 LIN. FT. 12"0 RCP @ 0.76% 866.41 I � I 0' I 1 REMOVE & REPLACE � co i I 10' 20' 40' � 1 163 SQ. YDS. OF 4.5" HMA OVER 6" P.C.C. PAVEMENT I i SCALE: 1" = 20' I I IREMOVE I / I 2 o _ _ _ - - - - - - _ 87 SQ. FT. OF 4" P.C.C. SIDEWALK (DO NOT REPLACE) _ _ _ 3fi0 3H0 3H0 3H0 3H0 3 HO :SANMH1 A.00+00,00 END SANMH2 d 3H0BEGIN d _ % 3 H STA. 00+82.56 DHO ---3H0 ,�96.5'- a W. 6th STREET' _ 3H0 -- _ --- 3H0 3 o° 1Vt�S° �1t�S° NV S °NtrS g 6�8 n �' ° NdS s a c - _ x ao o SAN1 a ° vNb a a NVS a' s CONFLIC a i - _ O 10.0' - - �- _Ll, ° CONFLICT tk8 �- - - o _ ° v c / _rt_ -- I -� I( Q _ _ i I I SSVC8 - / .REMOVE &REPLACE REMOVE & REPLACEI 60 SQ. FT. OF 4 P.C.C. SIDEWALK � / 60. Q OF 4�� S F T. P.C.C. SIDEWALK / '0 4 SANITARY SEWER PLAN_ \ HORIZONTAL SCALE: 875 870 865 860 0 0 N AGGREGATE TO CONFORM TO IOWA DOT SECTION 4115, GRADATION NO. 3, CLASS 3 DURABILITY 6" TO 3" PVC REDUCER TOP OF P.C.0 PAD: 868.90 VO PERFORATIONS SPACED VERTICALLY AT 2/2' CENTERS LOWEST HOLE AT 868.90 All6"x6"x6" PVC TEE 2.0' THICK 2.012 P.C.C. SLAB 2 LIN. FT. OF 6"0 PVC PIPE (FILLED w/P.C.C.) 8.16 LIN. FT. 3"0 PVC PIPE @ 2 10% FLOW LINE: 868.24 CAPACITY: 0.14 fs VELOCITY: 2.8_5 ` s DETAIL "A" NOT TO SCALE 870 SAN 1 EXISTING & PROPOSED PAVEMENT 870 END SANMHI (SW-301) STA. 00+82.56 E= IN FORM GRADE: 870.22 SAI,'.'H1 (SW-303) EXISTING 15"0 RCP STORM SEWER INVERT OUT: 859.00 STA-0+00.00 FOR'' GRADE: 869.46 EXISTING MANHOLE II\✓ := IN: 855.89 STA.00-50.00 IN &: OUT: 855.79 FORM GRADE: 868.97 86 EF =' LOCATION & DEPTH INVERT IN: 855.57 _F Et'STING LAMP HOLE 865 =EN. /E LAMP HOLE) - - - - - - - - - - - ------------ - - - - - - - - -71- - - - - - - - - - - -71- - - - - - - - - - - - - - PLUG EXISTING 15"0 RCP WITH -r --REMOVE 96-+ LIN. FT. OF 15"0 RCP STORM SEWER A MINIMUM 16" OF P.C.C. REMOVE 15"0 RCP SOUTH OF PLUG � II _ - _11--------- 15"0RCP IN:862.57-------- -- - - ------------- --L- - - - - - - PLUG EXISTING 15"0 RCP WITH PLUG EXISTING 15"0 RCP WITH A MINIMUM 16" OF P.C.C. A MINIMUM 16" OF P.C.C. EXISTING 18"0 CLAY SANITARY SEWER @ 0.4% (VERIFY) 855 SANITARY SEWER MANHOLE TABULATION NO. LOCATION LOCATION T. PE DIA. RIM INVERT IN INVERT OUT NOTES STA. SEWER) STA.(STREET) ELEVATION ELEVATION ELEVATION SANMH1 00+00.00 - S',',-303 48" 869.46 855.89 855.79 1 SANMH2 O0+82.56 - S,'; 301 48" 870.22 - 859.00 1) VERIFY DEPTH & LOCATION OF EXISTING 18"0 SANITARY SEWER SANITARY SEWER PIPE TABULATION LINE NO. FROMLOCATION O PIPE TYPE PIPE DIA. I LENGTH* SLOPE** INLET OUTLET NOTES ELEVATION ELEVATION SAW SANMH1 SANMH2 PVC TRUSS _ 82.56 3.96% 859.00 855.89 * LENGTH OF PIPE IS FROM CENTER OF MANHOLE TC CENTER OF MANHOLE ** TRUE SLOPE OF PIPE SANITARY SE',', ER SERVICE TABULATION SERVICE LOT LINE NO. LOCATION (MAIN) Fl ' G APE LENGTH DOPE FLOW LINE @ MAIN` FLOW LINE @ ENTRY NOTE SSVC1 SSVC2 7 8 SAW SAN1 00+35.81 00+78.06 WYE KT. 8"x4" WYE - T. 8"x4" 4" PVC 4" PVC 48.00 48.00 2.00% 2.00% 857.24 858.83 858.79 860.38 * FLOW LINE AT 8"0 PVC TRUSS PIPE 0 0 0 0 0 855 + o 0 SANITARY SEWER PROFILE_ HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' ELLAND ENGINEERING & SURVEYING, LTD. I STORM SEWER PLAN & PROF ILE/SAN' SEWER PLAN & PROFILE/TAB ULATIONS "WILLOW% FALLS CONDOMINIUMSVLOT 2 SHEET NO. D.2