HomeMy WebLinkAbout2021CV30425 - Save The Poudre And No Pipe Dream Coporation V. Northern Colorado Water Conservancy District, Northern Integrated Supply Project Water Activity Enterprise, The City Of Fort Collins - 016H - Exhibit 8E MULBERRY STREET S LEMAY AVECACHE LA POUDRE RIVER
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MULBERRY WATER RECLAMATION FACILITY
PROPERTY LINE(TYP)
EA-B101
FLOW
DIVERSION STRUCTURE LOCATION
CITY OF FORT COLLINSI.D. 9712400974
CITY OF FORT COLLINSI.D. 9712410901
WOODWARD INCI.D. 9712415003
CITY OF FORT COLLINSI.D. 9712411901
CITY OF FORT COLLINSI.D. 9712415904
4934
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0
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4
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49324930
4932
4934
49344928
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49
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D10000PROJECT NO.
SHEET
OF
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
DESIGNED:
APPROVED:
CHECKED:
DETAILED:REVISIONS AND RECORD OF USENO.BYCHKAPPDATEEXISTING CONDITIONS PLAN
0100 100 200
SCALE IN FEET
PLOTTED: 4/28/2021 10:47 AM, FILE: M:\DCS\Projects\WTR\60649542_NISP_Glade_Dsgn\900_CAD_GIS\910_CAD\MULBERRY\20-SHEETS\C-EXISTING CONDITIONS.dwg, USERNAME: ANDY.STEININGERFD9000APRELIMINARY - NOT FOR CONSTRUCTIONNORTHERN INTEGRATED SUPPLY PROJECTPOUDRE RIVER INTAKESTRUCTUREEXISTING CONDITIONSC-02
02 06
188754/60649542
APS
PRH
APS
JHS
04/28/2021
EXISTING MAJOR CONTOUR (10' INTERVAL)
EXISTING MINOR CONTOUR (2' INTERVAL)
PROPOSED MAJOR CONTOUR (10' INTERVAL)
PROPOSED MINOR CONTOUR (2' INTERVAL)
LEGEND
5850
5850
5850
5850
PROPERTY LINE
ORDINARY HIGH WATER LINE
EXISTING BORINGEA-B101
DATE FILED: August 31, 2021 10:40 AM
FILING ID: 631C0FDA58B55
CASE NUMBER: 2021CV30425
E MULBERRY STREET S LEMAY AVECACHE LA POUDRE RIVER
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WASTEWATER TREATMENT FACILITY
FLOW
WOODWARD WAY
POUDRE TRAILCITY OF FORT COLLINSI.D. 9712411902WOODWARD INCI.D. 9712415003
CITY OF FORT COLLINSI.D. 9712411901
CITY OF FORT COLLINSI.D. 9712400974
CITY OF FORT COLLINSI.D. 9712410901
PROPERTY LINE(TYP)
DIVERSION STRUCTURE LOCATION
TEMPORARY LIMITS OF DISTURBANCE
GRADE CONTROL STRUCTURE LOCATION
INTAKE GATE STRUCTURECONTROL, PIPE CLEANOUT AND FLOWMEASUREMENT SUB-GRADE VAULTFINAL PLACEMENT TO BE DETERMINED
4
9
3
0
4930
4930
49
3
0
493049304940
4940
49
3
0
PIPE ALIGNMENT
D10000PROJECT NO.
SHEET
OF
0 11/2
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
DATE:
DESIGNED:
APPROVED:
CHECKED:
DETAILED:REVISIONS AND RECORD OF USENO.BYCHKAPPDATESITE PLAN
0100 100 200
SCALE IN FEET
PLOTTED: 4/29/2021 12:45 PM, FILE: M:\DCS\Projects\WTR\60649542_NISP_Glade_Dsgn\900_CAD_GIS\910_CAD\MULBERRY\20-SHEETS\C-ACCESS PLAN.dwg, USERNAME: ANDY.STEININGERFD9000APRELIMINARY - NOT FOR CONSTRUCTIONNORTHERN INTEGRATED SUPPLY PROJECTPOUDRE RIVER INTAKESTRUCTURESITE PLANC-03
03 06
188754/60649542
APS
PRH
APS
JHS
04/28/2021 HJMERYJPLAN NOTES:
1.EXISTING GROUND SURFACE BASED ON GEOTIFF DATA PROVIDED BY THE CLIENT.
EXISTING MAJOR CONTOUR (10' INTERVAL)
EXISTING MINOR CONTOUR (2' INTERVAL)
PROPOSED MAJOR CONTOUR (10' INTERVAL)
PROPOSED MINOR CONTOUR (2' INTERVAL)
LEGEND
5850
5850
5850
5850
ORDINARY HIGH WATER LINE
WETLAND
PROPERTY LINE
LIMIT OF DISTURBANCE