Bailey Grant Deckers L Springs Idaho City Central Winter Park Rollinsville Nederland Golden Lakewood Ridge Wheat Eldorado Spgs Broomfie Arvad Westminster Parshall Granby Fairplay N T Boulder Fraser Frisco Breckenridge Silverthorne Dillon VERIFY SCALES DENVER WATER DENVER, COLORADO VASQUEZ TUNNEL ACCESS ROAD CULVERTS MOFFAT TUNNEL COLLECTION SYSTEM
DENVER WATER...VERIFY SCALES 48 49 141 SCALE: 1" = 30' CULVERT NO 1 UNNAMED TRIBUTARY GRAND COUNTY RD 7 142 40 NORTHERLY CULVERT ON UPPER VASQUEZ TUNNEL ACCESS RD LOCATED 0.5 MILES
CULVERT NOS 1 & 3 DEMOLITION & TEMPORARY FLOW MANAGEMENT
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C-2
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CULVERT NO 1 PLAN
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C-3
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CULVERT NO 1 PROFILES
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C-4
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CULVERT NO 3 PLAN
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C-5
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CULVERT NO 3 PROFILES
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C-6
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SECTION & DETAIL
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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BOARD OF WATER COMMISSIONERS DENVER, COLORADO Paula Herzmark - President James S. Lochhead - CEO/Manager Robert J. Mahoney - Chief Engineering Officer
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_G-1.dwg #### COVER SHEET 5/22/2019 6:45 AM #### COVER SHEET 5/22/2019 6:45 AM#### COVER SHEET 5/22/2019 6:45 AM COVER SHEET 5/22/2019 6:45 AMCOVER SHEET 5/22/2019 6:45 AM 5/22/2019 6:45 AM5/22/2019 6:45 AM
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THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
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CHKD BY:
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1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
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CONSULTANT
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VASQUEZ TUNNEL ACCESS ROAD CULVERTS
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MOFFAT TUNNEL COLLECTION SYSTEM
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19861
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IVERY
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FISCHER/
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SEPTEMBER 2018
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COVER SHEET
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G-1
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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CULVERT NO 2 (NOT PART OF THIS PROJECT)
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VASQUEZ CREEK DIVERSION STRUCT
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VASQUEZ CANAL
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MARY JANE RD
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TOP OF PANORAMIC SKI LIFT
→
→
VERIFY SCALES
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48
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49
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141
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SCALE: 1" = 30'
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CULVERT NO 1
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UNNAMED TRIBUTARY
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GRAND COUNTY RD 7
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142
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40
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NORTHERLY CULVERT ON UPPER VASQUEZ TUNNEL ACCESS RD LOCATED 0.5 MILES SOUTH ACCESS GATE.
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30" CMP IE 9473.02
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30" CMP IE 9474.63
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FLOW
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NOTE:
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142
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40
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145
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43
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47
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46
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SCALE: 1" = 10'
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CULVERT NO 3
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UNNAMED TRIBUTARY
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GRAND COUNTY RD 7
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144
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SOUTHERLY CULVERT ON UPPER VASQUEZ TUNNEL ACCESS RD LOCATED 2.5 MILES SOUTH OF ACCESS GATE.
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36" CMP IE 9964.81
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36" CMP IE 9966.35
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FLOW
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NOTE:
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THIS PROJECT IS ON A MODIFIED COLORADO STATE PLANE CENTRAL ZONE COORDINATE SYSTEM, NAD 83 HORIZONTAL DATUM OF FRASER GRID: GRID NAME: DW_FRASER_GRID TRUNCATION NORTH: 1180024 TRUNCATION EAST: 2000260 COMBINED FACTOR: 1.00046 UNITS: US SURVEY FEET TO CONVERT FROM STATE PLANE COORDINATES TO DW_FRASER_GRID COORDINATES: GRID NORTH = (STATE PLANE NORTH -1180024) x 1.00046 GRID EAST = (STATE PLANE EAST -2000260) x 1.00046 VERTICAL DATUM: THE ELEVATIONS SHOWN HEREON ARE ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) GEOID 12B -CULVERT No 1 ELEVATIONS ARE BASED ON NAVD88 GEIOD 12B, CONTROL POINT 40 EL: 9482.70' -CULVERT No 3 ELEVATIONS ARE BASED ON NAVD88 GEIOD 12B, CONTROL POINT 43 EL: 9976.98'
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NOTE:
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_G-2.dwg #### G-3 5/22/2019 6:45 AM #### G-3 5/22/2019 6:45 AM#### G-3 5/22/2019 6:45 AM G-3 5/22/2019 6:45 AMG-3 5/22/2019 6:45 AM 5/22/2019 6:45 AM5/22/2019 6:45 AM
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THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
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CHKD BY:
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1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
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CONSULTANT
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VASQUEZ TUNNEL ACCESS ROAD CULVERTS
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MOFFAT TUNNEL COLLECTION SYSTEM
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19861
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IVERY
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HUNTER/
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SEPTEMBER 2018
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SURVEY CONTROL DIAGRAM
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G-2
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5/24/19
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FINAL FOR CONSTRUCTION
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THOMPSON/
VERIFY SCALES
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22 LF TEMP 18" CULVERT
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TEMP RUNDOWN
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TEMP CHANNEL
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GRAND COUNTY RD 7
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TEMP RUNDOWN
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33 LF TEMP 18" CULVERT
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TEMP CHANNEL
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GRAND COUNTY RD 7
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_C-1.dwg #### C-1 5/22/2019 6:45 AM #### C-1 5/22/2019 6:45 AM#### C-1 5/22/2019 6:45 AM C-1 5/22/2019 6:45 AMC-1 5/22/2019 6:45 AM 5/22/2019 6:45 AM5/22/2019 6:45 AM
AutoCAD SHX Text
THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
AutoCAD SHX Text
CHKD BY:
AutoCAD SHX Text
1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
VASQUEZ TUNNEL ACCESS ROAD CULVERTS
AutoCAD SHX Text
MOFFAT TUNNEL COLLECTION SYSTEM
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19861
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IVERY
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FISCHER/
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SEPTEMBER 2018
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CULVERT NOS 1 & 3 DEMOLITION & TEMPORARY FLOW MANAGEMENT
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C-1
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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CI:
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SCALE: 1" = 10'
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1 FT
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CULVERT NO 3 DEMO PLAN
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CI:
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SCALE: 1" = 10'
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1 FT
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CULVERT NO 1 DEMO PLAN
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UNNAMED TRIBUTARY
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UNNAMED TRIBUTARY
VERIFY SCALES
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B
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C-3
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C
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C-3
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A
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C-6
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UNNAMED TRIBUTARY
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TOAD BENCH TRANSITION, NOTE 2
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TOAD BENCH TRANSITION, NOTE 2
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10% MAX SLOPE TO TIE EXIST
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LIMITS OF CONST (TYP)
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TOAD BENCH TRANSITION, NOTE 2
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TOAD BENCH TRANSITION, NOTE 2
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TOAD BENCH EL 9474.4
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PROPOSED EDGE OF RD
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APPROX EXIST (TYP)
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RELOCATED CHANNEL
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ARCH CULVERT
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EXIST LIMITS OF WTR SURFACE (TYP)
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TOAD BENCH EL 9474.4
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TOAD BENCH EL 9477.4
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MATCH EXIST RD WIDTH
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MATCH EXIST RD WIDTH
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TOAD BENCH EL 9477.4
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30'± MATCH EXIST GRADE
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33901
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EXIST EDGE OF RD
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_C-2.dwg #### C-2 5/22/2019 6:46 AM #### C-2 5/22/2019 6:46 AM#### C-2 5/22/2019 6:46 AM C-2 5/22/2019 6:46 AMC-2 5/22/2019 6:46 AM 5/22/2019 6:46 AM5/22/2019 6:46 AM
AutoCAD SHX Text
THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
AutoCAD SHX Text
CHKD BY:
AutoCAD SHX Text
1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
VASQUEZ TUNNEL ACCESS ROAD CULVERTS
AutoCAD SHX Text
MOFFAT TUNNEL COLLECTION SYSTEM
AutoCAD SHX Text
19861
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IVERY
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FISCHER/
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SEPTEMBER 2018
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CULVERT NO 1 PLAN
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C-2
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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CI:
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SCALE: 1" = 5'
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1 FT
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CULVERT NO 1 PLAN
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NOTES: 1. RESURFACE ROADWAY WITH 6-INCHES OF CLASS 6 AGGREGATE BASE COURSE. RESURFACE ROADWAY WITH 6-INCHES OF CLASS 6 AGGREGATE BASE COURSE. 2. GRADE IN TRANSITION FOR TOAD BENCHES FROM ELEVATION OF BENCH AT END OF GRADE IN TRANSITION FOR TOAD BENCHES FROM ELEVATION OF BENCH AT END OF CULVERT TO PROPOSED GRADING, AVOIDING DROPS AT SLOPES GREATER THAN 10%. GRADE TIE IN LOCATIONS MAY VARY FROM THAT SHOWN. 3. CULVERT TOP TO BE EXPOSED IN AREA TOWARDS OUTLET.CULVERT TOP TO BE EXPOSED IN AREA TOWARDS OUTLET.
VERIFY SCALES
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PROPOSED GROUND LINE
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EXIST GROUND LINE CHANNEL
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TOP OF ARCH
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PROPOSED CHANNEL
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4% MAX
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4% MAX
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33901
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STA 0+04.40
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33901
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STA 0+47.29
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MATCH EXIST
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4.5' HIGH OPEN BOT ARCH
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NOTE 2
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S=0.04000
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33901
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STA 0+22.40
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S=0.04000
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S=0.07200
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EXIST GROUND LINE
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PROPOSED RD
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PROPOSED CHANNEL
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10% MAX
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10% MAX
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Q WSE100 WSE
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30'± MATCHEXIST GRADE
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_C-4.dwg #### C-3 5/22/2019 6:46 AM #### C-3 5/22/2019 6:46 AM#### C-3 5/22/2019 6:46 AM C-3 5/22/2019 6:46 AMC-3 5/22/2019 6:46 AM 5/22/2019 6:46 AM5/22/2019 6:46 AM
AutoCAD SHX Text
THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
AutoCAD SHX Text
CHKD BY:
AutoCAD SHX Text
1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
VASQUEZ TUNNEL ACCESS ROAD CULVERTS
AutoCAD SHX Text
MOFFAT TUNNEL COLLECTION SYSTEM
AutoCAD SHX Text
19861
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IVERY
AutoCAD SHX Text
FISCHER/
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SEPTEMBER 2018
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CULVERT NO 1 PROFILES
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C-3
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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SCALE:
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1" = HORIZ 1" = VERT
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C-2
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5'
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B
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CULVERT NO 1 PROFILE
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5'
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NOTES: 1. BOTTOM OF FOOTER NOT SHOWN FOR CLARITY, SEE . BOTTOM OF FOOTER NOT SHOWN FOR CLARITY, SEE . 2. BOTTOM OF ARCH, TOP OF CONCRETE FOOTER. PROPOSED CHANNEL WILL BE BELOW THIS BOTTOM OF ARCH, TOP OF CONCRETE FOOTER. PROPOSED CHANNEL WILL BE BELOW THIS ELEVATION IN SOME LOCATIONS. 3. SCOUR POOL DEPTH FROM CREST SHALL NOT EXCEED 1.5-FEET. SCOUR POOL DEPTH FROM CREST SHALL NOT EXCEED 1.5-FEET. 4. RIFFLE CRESTS WILL BE STAKED IN THE FIELD PRE SUITABLE SPACING AND ELEVATION TO RIFFLE CRESTS WILL BE STAKED IN THE FIELD PRE SUITABLE SPACING AND ELEVATION TO MEET THE SPECIFIED RECONSTRUCTED CHANNEL SLOPE. RIFFLE/WEIR CREST ELEVATIONS WILL MATCH ELEVATIONS SHOWN IN PLANS OR AS DETERMINED APPROPRIATE IN THE FIELD. 5. USE NATIVE ALLUVIAL MATERIALS FOUND ON SITE, IF SUFFICIENTLY COARSE BASED ON USE NATIVE ALLUVIAL MATERIALS FOUND ON SITE, IF SUFFICIENTLY COARSE BASED ON SITE CONDITIONS OF STREAM. IF NOT, IMPORT MATERIAL TO MATCH STREAM BED SIMULATIONS GRADATIONS IDENTIFIED ON C-6.
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SCALE:
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1" = HORIZ 1" = VERT
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C-2
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5'
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C
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CULVERT NO 1 ROAD PROFILE
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5'
VERIFY SCALES
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TOAD BENCH EL 9967.5
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TOAD BENCH EL 9964.5
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TOAD BENCH TRANSITION (NOTE 2)
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TOAD BENCH TRANSITION (NOTE 2)
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TOAD BENCH TRANSITION (NOTE 2)
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TOAD BENCH TRANSITION (NOTE 2)
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TOAD BENCH EL 9964.5
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TOAD BENCH EL 9967.5
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PROPOSED EDGE OF RD
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RELOCATED CHANNEL
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APPROX EXIST (TYP)
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ARCH CULVERT
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10% MAX SLOPE TO TIE EXIST
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EXIST LIMITS OF WTR SURFACE (TYP)
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LIMITS OF CONST (TYP)
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UNAMED TRIBUTARY
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TAPER RD TO MATCH EXIST
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EXIST EDGE OF RD
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MATCH EXIST GR
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
AutoCAD SHX Text
No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_C-3.dwg #### C-4 5/22/2019 6:46 AM #### C-4 5/22/2019 6:46 AM#### C-4 5/22/2019 6:46 AM C-4 5/22/2019 6:46 AMC-4 5/22/2019 6:46 AM 5/22/2019 6:46 AM5/22/2019 6:46 AM
AutoCAD SHX Text
THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
AutoCAD SHX Text
CHKD BY:
AutoCAD SHX Text
1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
VASQUEZ TUNNEL ACCESS ROAD CULVERTS
AutoCAD SHX Text
MOFFAT TUNNEL COLLECTION SYSTEM
AutoCAD SHX Text
19861
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IVERY
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FISCHER/
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SEPTEMBER 2018
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CULVERT NO 3 PLAN
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C-4
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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CI:
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SCALE: 1" = 5'
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1 FT
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CULVERT NO 3 PLAN
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B
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C-5
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C
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C-5
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A
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C-6
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NOTES: 1. RESURFACE ROADWAY WITH 6-INCHES OF CLASS 6 AGGREGATE BASE COURSE. RESURFACE ROADWAY WITH 6-INCHES OF CLASS 6 AGGREGATE BASE COURSE. 2. GRADE IN TRANSITIONS FOR TOAD BENCHES FROM ELEVATION OF BEND CAT GRADE IN TRANSITIONS FOR TOAD BENCHES FROM ELEVATION OF BEND CAT END OF CULVERT TO PROPOSED GRADING AVOIDING DROPS OR SLOPES GREATER THAN 10%. GRADE TIE IN LOCATIONS MAY VARY FROM THAT SHOWN. 3. CULVERT TOP TO BE EXPOSED IN AREAS TOWARDS INLET AND OUTLET. CULVERT TOP TO BE EXPOSED IN AREAS TOWARDS INLET AND OUTLET.
VERIFY SCALES
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10% MAX
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MATCH EXIST GR
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S=0.18000
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S=0.15000
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1.5
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1
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2.5
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1
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S=0.15000
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_C-5.dwg #### C-5 5/22/2019 6:46 AM #### C-5 5/22/2019 6:46 AM#### C-5 5/22/2019 6:46 AM C-5 5/22/2019 6:46 AMC-5 5/22/2019 6:46 AM 5/22/2019 6:46 AM5/22/2019 6:46 AM
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THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
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CHKD BY:
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1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
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CONSULTANT
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VASQUEZ TUNNEL ACCESS ROAD CULVERTS
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MOFFAT TUNNEL COLLECTION SYSTEM
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19861
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IVERY
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FISCHER/
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SEPTEMBER 2018
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CULVERT NO 3 PROFILES
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C-5
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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EXIST GROUND LINE
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EXIST GROUND LINE CHANNEL
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PROPOSED GROUND LINE
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PROPOSED RD
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4% MAX
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4% MAX
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TOP OF ARCH
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MATCH EXIST
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PROPOSED CHANNEL
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PROPOSED CHANNEL
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33901
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STA 0+25.76
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33901
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STA 0+14.76
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4.5' HIGH OPEN BOT ARCH
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Q WSE100 WSE
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NOTE 2
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NOTES: 1. BOTTOM OF FOOTER NOT SHOWN FOR CLARITY, SEE . BOTTOM OF FOOTER NOT SHOWN FOR CLARITY, SEE . 2. BOTTOM OF ARCH, TOP OF CONCRETE FOOTER. PROPOSED CHANNEL WILL BE BELOW THIS BOTTOM OF ARCH, TOP OF CONCRETE FOOTER. PROPOSED CHANNEL WILL BE BELOW THIS ELEVATION IN SOME LOCATIONS. 3. SCOUR POOL DEPTH FROM CREST SHALL NOT EXCEED 1.5-FEET. SCOUR POOL DEPTH FROM CREST SHALL NOT EXCEED 1.5-FEET. 4. RIFFLE CRESTS WILL BE STAKED IN THE FIELD PRE SUITABLE SPACING AND ELEVATION TO RIFFLE CRESTS WILL BE STAKED IN THE FIELD PRE SUITABLE SPACING AND ELEVATION TO MEET THE SPECIFIED RECONSTRUCTED CHANNEL SLOPE. RIFFLE/WEIR CREST ELEVATIONS WILL MATCH ELEVATIONS SHOWN IN PLANS OR AS DETERMINED APPROPRIATE IN THE FIELD. 5. USE NATIVE ALLUVIAL MATERIALS FOUND ON SITE IF SUFFICIENTLY COARSE BASED ON SITE USE NATIVE ALLUVIAL MATERIALS FOUND ON SITE IF SUFFICIENTLY COARSE BASED ON SITE CONDITIONS OF STREAM. IF NOT, IMPORT MATERIAL TO MATCH STREAM BED SIMULATIONS GRADATIONS IDENTIFIED ON C-6.
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A
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C-6
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SCALE:
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1" = HORIZ 1" = VERT
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C-4
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5'
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B
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CULVERT NO 3 PROFILE
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5'
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SCALE:
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1" = HORIZ 1" = VERT
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C-4
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5'
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C
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CULVERT NO 3 ROAD PROFILE
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5'
VERIFY SCALES
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2
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1
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2
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1
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BANK
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SCOUR POOL
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FOOTER ROCK
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HEADER ROCK
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FOOTER ROCK
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ROCK KEY
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OHWL
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9" HEADER ROCK
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CHANNEL BOTTOM
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FLOW
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18" FOOTER ROCK
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SCOUR POOL
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FLOW
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SECTION
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B
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NO SCALE
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THIS DWG
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SECTION
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C
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NO SCALE
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THIS DWG
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REFERENCE:
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CAPITAL PROJECTS CONSTRUCTION STANDARDS 3rd Edition
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No
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Date
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Description
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REVISIONS
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BAR IS ONE INCH ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY
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0
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1"
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PT NO:
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DRAWN BY:
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CHKD BY:
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APPD BY:
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DATE:
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CONTRACT:
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AS-BUILT DATE:
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AS-BUILT BY:
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DRAWING TITLE
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C:\bms\denverwater-pw\rmcmillen\dms07896\19861_DSGN_C-6.dwg #### C-6 5/22/2019 6:46 AM #### C-6 5/22/2019 6:46 AM#### C-6 5/22/2019 6:46 AM C-6 5/22/2019 6:46 AMC-6 5/22/2019 6:46 AM 5/22/2019 6:46 AM5/22/2019 6:46 AM
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THIS DRAWING IS BASED ON THE DW_FRASER_GRID COORDINATE SYSTEM COORDINATE SYSTEM
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CHKD BY:
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1600 West 12th Ave Denver, Colorado 80204-3412 T:303.628.6000 F:303.628.6851 denverwater.org
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CONSULTANT
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VASQUEZ TUNNEL ACCESS ROAD CULVERTS
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MOFFAT TUNNEL COLLECTION SYSTEM
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19861
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IVERY
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FISCHER/
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SEPTEMBER 2018
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SECTION & DETAIL
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C-6
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5/24/19
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FINAL FOR CONSTRUCTION
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M TURNEY/
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CONC FTG PER MFR (NOTES 1 & 2)
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TOAD BENCH (TYP)
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TYPICAL CROSS SECTION @ VORTEX ROCK WEIR
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A
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SCALE: 1" = 2'
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C-2, C-3, , C-3, C-4 & C-5 & C-5
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OPEN BOT CMP ARCH CULVERT
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EXIST GROUND LINE BOT OF CHANNEL
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PROPOSED GROUND LINE
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EXIST GROUND LINE
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ROCK WEIR
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33901
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NO SCALE
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NOTES: 1. CONCRETE FOOTER TO BE INSTALLED AT SLOPE TO MATCH CULVERT SLOPE. 2. CONCRETE FOOTER TO BE DESIGNED BY CULVERT SUPPLIER. 3. PREPARE FOOTER SUBSURFACE TO PROVIDE A MINIMUM 1500 LB/SF BEARING CAPACITY.
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Q WSE100 WSE
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STREAM SIMULATION SAND/GRAVEL ROCK MIX
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PROPORTION
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SIZE
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1 UNIT
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0"-3/4"
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2 UNITS
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3/4"-2"
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2 UNITS
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2"-7"
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1 UNIT
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7"-10"
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NOTES: 1. STREAMBED SIMULATION SHALL BE MIXED ACCORDING TO TABLE ABOVE. 2. ROCK WEIR SHALL USE 18-INCH MEDIAN AXIS FOR FOOTER ROCKS. 9-INCH MEDIAN AXIS FOR HEADER ROCKS. D = 12-INCH IN ROCK KEY50= 12-INCH IN ROCK KEY
