20150029 Ver 1_SKMBT_C28015081010050_20150811

N.OIER REfEIENCE NO. SNFft NO.
C� f K-4908 EC-09/CONSTD9
/ MV SHfR NO.
PO.��W/.Y ORIGN HtDGU11C5
ENGMEFA ENGINEEII
CULVERT CONSTRUCTION SEQUENCE STA. 41 + 56.10 -Ll-
PHASE I PHASE II
7. CONSTRUCT STILLING BASIN (240 CYf. 4. REMOVE IMPERVIOUS DIKES A AND B, AND 24 INCH TEMPORARY PIPE, ALLOWING NORMAL FLOW THROUGH CULVERT.
2. CONSTRUCT IMPERVIOUS DIKES A AND B, AND INSTALL 24 INCH TEMPORARY PIPE, DIVERTING FLOW. 5. REMOVE STILLING BASIN.
3. CONSTRUCT PROPOSED CULVERT EXTENSION, FLOODPLAIN BENCH, AND INLEf CHANNEL IMPROVEMENTS. 6. COMPLEfE ROADWAY.
NPD 8y SAS 2001 NAD By SRS 2p07
STORAGE ]4 INCH
r140 CY� T�POMRY
PIPE
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MOJER 0.FFE0.ENCE NO. SHEFf NO.
�yj K-4908 ec-ioicoxsrne
/ I � � ! ww snen vo.
0.0AOWAY �ESIGN NYpMUI1C5
CULVERT CONSTRUCTION SEQUENCE STA. 15 + 59.42 -L3- E�G��fEp E����A
PHASE I PHASE II
1. UiILIZE SKIMMER BASIN 8.1 AS SiILLING BASIN. 7�7���yy,�� 4. REMOVE IMPERVIOUS DIKES A AND B,AND 24 INCH TEMPORARY PIPE,ALLOWING NORMAL FLOW THROUGH CULVERT.
2. CONSTRUCT IMPERVIOUS DIKES A AND B, AND "'°T' ti�� � '°E, DIVERTING fLOW. 5. RETAIN SKIMMER BASIN 8.1 FOR ROADWAY CONSTRUCTION.
3. CONSTRUCT PROPOSED CULVERT EMENSION AND OUTLET CHANNEL IMPROVEMENTS. 6. COMPLEfE ROADWAY.
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TEMPORA0.V / / /
PIPE / � Q UIPERVIOUS � / O
DIKE B
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IMPFRVIOUS
DIKE A
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50 x 24 x 3 50 x 24 x 3
7.5 inch Skimmer 1.5 inch Skimmer
wiih 1.0 inch wi}h 1.0 inch
Orifice Diomefer Orifice Diometer
7 fr. weir 7 fr. weir
ID 8.1 ID 8.1