Attachment_10_00_00_02_Drawings_1of3_LeadvilleWTP-B3_001-200_11x17_11-07-2023.pdf
PDF 34 MB Posted
- Attached to
- Leadville Water Treatment Plant
- Solicitation number
- 140R6024R0009
About this file
This document provides details for Attachment 10 of the solicitation for the Leadville Water Treatment Plant project. The attached drawing package includes site plans, schematics, and diagrams for the proposed water treatment facility upgrades from sheets 001 through 200. The solicitation was issued by the Department of the Interior Bureau of Reclamation under number 140R6024R0009 to upgrade infrastructure at the Leadville Water Treatment Plant located in Lake County, Colorado. Responses are due by November 7, 2023. The award is expected to be finalized in early 2024. The project aims to replace aging treatment equipment, upgrade pumping and filtration systems, and modernize controls to improve water quality and safety for the local community.
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D ig ita lly s ig ne d by B ru ce
B ar ke y
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D ig ita lly s ig ne d by B ru ce
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Denver
Colorado Springs
Leadville
COLORADO
Pueblo
Buena Vista
Fort Collins
Grand Junction
LEADVILLE MINE
TREATMENT PLANT
AND FACILITIES
Turquoise Lake
Leadville
Leadville North
LEADVILLE MINE
TREATMENT PLANT
AND FACILITIES
To Vail To Frisco
To Buena Vista
Sugar Loaf Dam
WATER
TREATMENT
PLANT
Tunnel Entrance
Residences
Residences
Rive r R oa d
River Road
Storage Building
Existing holding pond
Fence
1"=80'
1"=1 MILE
0 1M 2M0.5M
0 160'80'
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CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
LOCATION MAP PLAN
1335-D-60555
NOTES
1. See (60556) for general sitework notes.
2. See (60553) and (60554) for drawing list.
3. See (60558) for demolition legend.
LEGEND
Concrete Pavement
Asphalt
Approach Gravel Surfacing
Survey control point
Fence
Existing fence Property Line
Gravel Surfacing
Riprap
Existing Gas Line
ST
W
E
SS
PD
Existing Electric Line
Existing Sanitary Sewer
Existing Storm Sewer
Existing Raw/Nonpotable Water
Perimeter Drain
Storm Sewer
Raw/Nonpotable Water
Electric Line Sanitary Sewer
Storm Manhole
Sanitary Sump Pump Water Influent Manhole
Storm Catch Basin
DW Domestic/Municipal Water
Existing Fiber Optic Line Existing Communication Line
Existing Overhead Electric Cable
Vent Pipe Vent Manhole
Light Pole
Easement
COM
F
SS
ST
W
OC
E
Swale Centerline
Sign Fire Hydrant Power Pole
L
Roof Drain Cleanout
Existing holding pond
Existing mine drainage tunnel entrance
Existing pump house
Property line
Existing River Road (CR91b)
Existing gravel surfacing. See
(60558) for removal limits.
EXISTING
BUILDING
EXISTING
BUILDING
Construction access swing gate
See Note 10
Existing fence
Property line, see (60557)
Property line
10000
10010
10015
10020
10010
10000
10005
10010
10015
See Note 10
100' Easement as shown on ISP, Village at East Fork. Rec.
# 360906 and also described in Rec # 365220
9975 9980
WTP rolloff bins, coordinate with COR for quantity and location.
Existing gravel surfacing. See 60558 for removal limits.
21.00' Utility
Easement
Existing fence
50.00' Flowage easement
NOTES
1. For drawing list, see (60553) and (60554).
2. See (60555) for civil sitework legend.
0 60'30'
PLAN - CONSTRUCTION AREA
SCALE: 1"=30'
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CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
CONSTRUCTION AREAS
PLAN
1335-D-60556
GENERAL SITE NOTES
1. See (60557) for survey control information.
2. Contractor to verify existing buried pipes, conduits, and utility horizontal and vertical locations before construction activites.
3. Protect buried utilities and structures from damage during construction.
4. Permanent cut slopes required for the construction of the site shall be 2:1 maximum. Sloping, shoring, and benching shall be in accordance with Reclamation Safety and Health Standards.
5. Temporary cut slopes required for the construction of the site shall be 1.5:1 maximum, unless trenching is specified.
6. Sloped surfaces to be seeded and covered with erosion control blankets per manufacturers instructions.
7. Contractor to install and maintain erosion and sediment control measures throughout the duration of the construction activities.
8. Surround storm inlets with erosion control protection.
9. Contour intervals are 1.0 ft, unless otherwise specified.
10. Existing grading and site layout information shown are based on plans for the early grading phase of the project. Existing grades shown on the plan may vary from field condition.
11. Contractor to identify laydown areas, parking, and trailer access.
Existing River Road (CR91b)
N79° 21' 32.17"E
259.20'
S79° 45' 27.83"E 60.80'
S44° 12' 27.83"E 250.95'
N62° 59' 24.57"E 7.09'
S 0°
9'
2.
"E
9.
S74° 25' 38.38"W 244.48'S28° 24' 28.09"E
98.30'
S1 6°
6'
1.
"W
4.
S88° 20' 20.56"W 170.50'
S28° 24' 28.09"E
426.03'
S81° 21' 51.59"E 35.84'
N39° 09' 32.55"E 110.58'
N39° 52' 12.83"E 438.37'
CHEMICAL
STORAGE AREA
FFE=9992.50'
STORAGE
BUILDING
WATER TREATMENT PLANT
FFE=9970.00'
N:1526240.54 E:2778433.53 El. 9993.02
ALUM CAP STN7 TPS ELEV
N:1526636.70 E:2778403.65
El. 9971.78
BRASS CAP USDI BOM 9967.12
Existing 100' easement
50' Flowage
Easement
S39° 31' 05.69"W 319.69'
S28° 24' 28.09"E 5.57'
21' utility easement
BENCHMARK
N:1517624.13 E:2783328.60 El. 10526.63
ALUM CAP STN1
N30° 11' 05.12"W 9510.30'
PLAN - SURVEY CONTROL
SCALE: 1"=50'
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CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
SURVEY CONTROL PLAN
1335-D-60557
SURVEYOR'S NOTES
COORDINATES ARE LOCAL (GROUND PLANE) UNITS: U.S. SURVEY FEET
HORIZONTAL REFERENCE FRAME: COLORADO CENTRAL NAD83 (2011), (Epoch 2010) Local Ellipsoid: GRS 1980 Projection: Colorado Central Zone NAD83 (0502 CO C) Projection Type: Lambert Two Geoid Model: Geoid12B
Computed modified grid coordinates were scaled by an AVERAGE COMBINED FACTOR of 0.9994542562. The site specific State Plane Grid to Ground Plane conversion factor is applied at an 0, 0 origin.
The Ground Plane Northings and Eastings were not truncated for this survey.
0 100'50'
NOTES
1. Property boundary information provided by Woolpert, Inc. dated 01/08/2021.
2. Existing topography and utilities are based on survey provided by the Bureau of Reclamation
Regional office as noted above.
SURVEY CONTROL POINT TABLE - PRIMARY
SURVEY CONTROL POINT TABLE - SECONDARY
* Points shown on survey control plan (the remaining survey control points in the tables are located outside the approximate project boundary and are included for reference).
G
G
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
ST
ST
ST
ST
ST
ST
W
W
W
W
W
W
W
W
W
W
W
W
W
C om
C om
Com
Com
E
G
G
G
G
G
G
G
G G G G G G G G
G
G
G
G
G
G
G
G G
G
Com
Com
Com
Com Com
Com Com
Com Com
Com
Com
Com
Com
Com
Com Com
Com
ST
ST
ST
ST
ST
ST
ST
ST
ST
W
W
W
W
W
W
W
W
ST
ST
ST
ST
ST ST
S T
W
W
ST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
E
F
F
F
F
F
Com Com Com Com
Com
Com
Com
W
W
Com
Com
E
E
E
W
W
W
ST
ST
ST
Existing River Road (CR91b)
WTP BUILDING
TO BE REMOVED Storage building to be removed
Ex ist ing
.0
0' ea se men t
N:1526341.45 E:2778384.74
Remove fence to the east N:1526208.31 E:2778482.45
Remove existing sanitary sewer to the east.
See Note 6 for sanitary removal to the north.
N:1526348.03 E:2778420.89
N:1526479.77 E:2778286.62
N:1526593.69 E:2778302.27
Remove fence to the east N:1526622.04 E:2778450.80
10000
10010
10015
10020
10010
59975 9980
10005
10010
10015
10020
10025
90 9995
21.00' Water easement
N:1526240.54 E:2778433.53
El. 9993.02
ALUM CAP STN7 TPS ELEV
N:1526636.70 E:2778403.65
El. 9971.78
BRASS CAP ISDI BOM 9967.12
DH-21-1
DH-21-2
Holding pond.
See (61299-61303) for pond improvements. See specifications for re-lining information.
Mine drainage tunnel entrance to remain
Pond pump house to be renovated RE: Structural & Mech
Property line
Gravel surfacing to remain
Gravel surfacing to be removed
See Note 1Concrete to be removed
Concrete to be removed
Gravel surfacing to be removed to the hatching extents shown
Concrete to be removed
Concrete spillway to remain
Gravel surfacing to remain
Gravel access road to remain
Gravel surfacing to remain
Remove gravel surfacing to the north
Remove gravel surfacing to the east
Gravel surfacing to remain
Gravel surfacing to be removed
Gravel/ unpaved drive to be removed
Remove gravel surfacing to the west
Road to remain
Road to remain
Overhead electric line to remain
Inlet to remain
Property Line
Fence to remain
Fence to be removed
Influent lines to remain
Storm inlet to be removed
Gas line to be relocated by Xcel
See Note 1
Gas line to be relocated by XCEL
Leach field to be removed
Sanitary wet well to be removed
Electric & communications line to be removed.
Re: Electrical
Remove 6" PVC foundation drain to the east
Emergency warning system to remain
Re: Elec for electrical connection
See specifications for influent line removal phasing
Existing septic tank, see Note 6
Emergency warning system to remain
Re: Elec for electrical connection
Power pole to remain
Swing gate to remain
Aspen trees to remain
Flag pole to be relocated
Fuel storage tank to be relocated
Container building to be relocated
Electrical equipment to be removed
Remove shed
Container building to be relocated
Communication box to be removed
Existing fiber optic line to remain
Grated manhole to remain
Inlet to remain
Existing storm sewer
Existing foundation drain outlet pipe
Existing effluent line
Existing dewatering manhole to remain, see
Note 8 & (60570)
Contractor to verify existing location and elevation of 6" PVC outfall prior to construction.
See storm plans for storm sewer removal limits
Power pole to remain
Existing signs to remain
Existing gate to be removed and replaced
Power pole to remain
Remove gravel surfacing to the east
Concrete to be removed
Gravel surfacing to be removed
NOTES
1. Existing grading and site layout information shown are based on plans for the early grading phase of the project.
Existing grades shown on the plan may vary from field conditions.
2. Contractor to verify existing grades and horizontal & vertical locations of utilities prior to the start of construction in accordance with the specifications. Notify Government of any conflicts or discrepancies immediately.
3. The engineer assumes no responsibility for buried utilities. The contractor is responsible for locating and protecting all utilities prior to and during construction.
4. Limits of removal are approximate.
5. Trees and natural foliage are not shown.
6. Location of the existing septic tank has not been field verified. Remove the existing septic tank and service line to the north once the new water treatment plant's sanitary sewer facilities are operational.
7. See specifications for additional demolition information.
8. Adjust manhole rims, inlet grates, valve boxes, and electrical boxes to final finished grade unless otherwise specified, see specifications for information.
9. All material that is demolished shall be legally disposed of off-site.
10. See specifications for sequencing of the existing water treatment plant and utility demolition.
11. Refer to specification Section 02 41 00 - Demolition.
12. Existing bollards to be removed unless otherwise specified.
13. Work inside of this perimeter to use Building wage determination rates. All other areas of work to use Heavy Civil wage determination rates.
PLAN - EXISTING CONDITIONS AND DEMOLITION
SCALE: 1"=30'
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CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
EXISTING CONDITIONS
AND DEMOLITION PLAN
1335-D-60558 0 60'30'
Fence
LEGEND
Gas Line
SS
ST
W
G
Electric Line
Sanitary Sewer
Storm Sewer
Influent/Effluent Water
Com F Fiber Optic Line
Communication Line
Overhead Electric Cable
SS
ST
W
G
Com
F
Existing Demolition
Easement Property Line
E
OC OC
E
.0
0'
Wage Determination, see note 13
R
EV
N O
S
TA
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-0 6-
B
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P.
E.
A dd ed W ag e
D et er m in at io n
B ou nd ar y
BR
IA
N
Z O
O K
D ig ita lly s ig ne d by B
RI
A
N
ZO
O
K D at e:
3.
.0
:0
0:
-0
6'
4.00' Concrete pan
N79° 21' 32.17"E
259.20' S79° 45' 27.83"E60.80'
S44° 12' 27.83"E 250.95'
N62° 59' 24.57"E 7.09'
S 0°
9'
2.
"E
9.
S74° 25' 38.38"W 244.48'
S28° 24' 28.09"E
98.30'
S1 6°
6'
1.
"W
4.
S88° 20' 20.56"W 170.50'
S28° 24' 28.09"E
426.03'
S81° 21' 51.59"E 35.84'
N3 9°
9'
2.
"E
0.
CHEMICAL
STORAGE AREA
FFE=9992.50'
STORAGE
BUILDING
FFE=9970.00'
WATER TREATMENT PLANT
FFE=9970.00'
8.00' Concrete sidewalk
N:1526240.54 E:2778433.53 El. 9993.02
ALUM CAP STN7 TPS ELEV
N:1526636.70 E:2778403.65
El. 9971.78
BRASS CAP USDI BOM 9967.12
4.00' Concrete pan
Existing 100' easement
4.00' Concrete pan
50' Flowage
Easement
L
21.00' Water easement
Holding pond.
See (61289,61290, &
61299-61303) for pond improvement information.
Existing mine drainage tunnel entrance
Renovated pond pump station Re: Structural & Mech
Property line
Landscaping see Note 1
Landscaping see Note 1
Landscaping see Note 1
Cutoff wall
Leach field retaining wall, see specifications (Contractor designed)
Approach gravel
Concrete pavement, see Note 9
Grated metal stairs Re: Misc metal
Existing fence
Asphalt
Concrete, see Note 9
Enginer Generator Enclosure
Re: Arch & Structural
Existing gravel surfacing
Gravel surfacing
Existing gravel surfacing
Building overhang Re: Arch
Asphalt
Asphalt
Concrete, see Note 9
Concrete, see Note 9
Existing fence
7' chainlink fence
Existing gravel road
Stairs Re: Structural
Concrete headwall
Fire hydrant
Fire hydrant
Property line
Property line
Property line
Property line
Electric gate, see specifications
Electric gate, see specifications
Electric gate, see specifications
Existing fence
Relocated dumpster
Relocated fuel storage containers
Relocated flagpole Re: Arch & Structural
Existing gate
Guard posts (typ.)
Accessible parking space
Parking striping
Parking striping
7' Chainlink fence See (60560) for fence layout
Asphalt
Air condenser units
Re: Mech
Existing gate
Existing emergency sirenExisting emergency siren
(2) Transformers Re: Elec
(2) EG sets Re: Elec
7' chainlink fence to the east
WTP Retaining wall, see specifications
(Contractor designed)
Relocated above ground fuel tank
Guard post (typ.)
Guard posts (Typ.)
Sidewalk chase (typ.)
Riprap
Riprap
Manhole & above grade vents (typ.)
Curb & gutter
Chainlink fence
Storm inlet (typ.)
Storm manhole (typ.)
Flared end section (typ.)
Sign (typ.)
Influent manhole
Storm inlet (typ.)
Existing storm inlet
Existing dewatering manhole
Existing storm manhole Existing influent manhole
Existing septic tank manhole
Septic tank manholes
Gravel surfacing
Monitoring well w/ guard posts, see (61299 & 60563)
Monitoring well w/ guard posts, see (61299 & 60563)
Concrete apron, see Note 9 (typ.)
Concrete sidewalk
Light pole (typ.)
Light pole Re: Elec
Existing signsExisting gravel
Cutoff wall
Re: Structural for information
Storm inlet (typ.)
NOTES
1. Landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.
2. See (60557) for basis of bearing.
3. See (60561 & 60562) for horizontal control information.
4. See (60564, 60568, & 60569) for leach field and WTP retaining wall layout and grading.
5. See electrical plans for vault access lid and light pole locations.
6. See (60570) for overall utility plan.
7. See (60578) for yard and approach gravel surfacing details, see specifications for additional information.
8. See (60566) for pavement and gravel thickness, see specifications for additional information.
9. Contractor to provide concrete jointing plan submittal, see specifications and (60579) for jointing information.
10. See (60555) for additional legend symbols.
PLAN - OVERALL SITE
SCALE: 1"=30'
LEGEND
Concrete Pavement (typ.)
Asphalt
Approach Gravel Surfacing
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4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-S
IT
E
PL
A N
_2
6.
D
W G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
OVERALL SITE PLAN
1335-D-60559 0 60'30'
Survey control point
Fence
Existing fence
Property Line
Gravel Surfacing
Riprap
Holding pond
Renovated pond pump station
Property line
Existing fence
Existing fence
Fence, see specifications
Property line
Property line
7' chainline fence to the east.
Existing fence to the west.
N:1526208.31 E:2778482.45Existing fence
7' chainlink fence to the east.
N:1526623.38 E:2778447.95
Existing gate
5' Chainlink fence to the north N:1526342.56 E:2778747.73
N:1526408.06 E:2778839.62
Gridline 2-B N:1526496.01 E:2778334.34
Gridline 2-D N:1526520.09 E:2778377.78
Gridline 6-B N:1526426.04 E:2778373.13
Gridline 6-D N:1526450.12 E:2778416.57
STORAGE
BUILDING
WATER TREATMENT PLANT
FFE=9970.00'
Gridline 1-C N:1526539.62 E:2778454.03
Gridline 13-C N:1526413.67 E:2778523.84
Gridline 13-T N:1526477.99 E:2778639.87
Gridline 1-T N:1526603.94 E:2778570.06
CHEMICAL
STORAGE AREA
FFE=9992.50'
N:1526242.07 E:2778566.29
N:1526450.00 E:2778814.64N:1526442.90
E:2778805.16
N:1526473.62 E:2778789.35
N:1526536.12 E:2778754.68
N:1526600.41 E:2778654.01
N:1526578.69 E:2778614.95
N:1526631.27 E:2778585.70
N:1526641.59 E:2778549.51
Gate, see specifications
Gate, see specifications
Remove and replace gate, see specifications
N:1526365.86 E:2778728.71
5' Chainlink fence to the south N:1526368.39 E:2778731.81
L13
L9
L8
L6
L7
L1
L2 L3
L4
L5
7' chainlink fence w/ 1' barbed wire, see specifications
L10
L11
7' chainlink fence w/ 1' barbed wire see specifications 5' chainlink fence, see Note 4
WTP retaining wall, see specifications
(Contractor designed)
Leach field retaining wall, see specifications (Contractor designed)
L12
FENCE LINE TABLE
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L (ft)
103.18
37.63
60.02
119.45
71.47
11.84
48.81
104.15
8.76
30.08
4.00
207.40
90.39
Bearing
N79° 49' 55.02"E
S74° 05' 06.29"E
S29° 05' 06.29"E
S57° 26' 06.48"E
S29° 00' 49.87"E
N53° 11' 46.13"E
S30° 47' 11.63"E
N53° 58' 18.18"E
S61° 01' 10.39"W
N39° 12' 54.28"W
S50° 47' 05.72"W
S61° 01' 10.39"W
S68° 04' 02.60"W
5' chainlink fence to the east, see Note 4
5' chainlink fence to the west, see Note 4
N:1526240.54 E:2778433.53 El. 9993.02
ALUM CAP STN7 TPS ELEV
N:1526636.70 E:2778403.65
El. 9971.78
BRASS CAP ISDI BOM 9967.12
Existing fence
Man gate
Man gate
Existing man gate
17.00'
17.50'
NOTES
1. Gridlines shown on plan are for Level 01.
2. See (60557) for survey control information.
3. Temporary construction fencing shall be 6' chainlink fence, contractor to coordinate with Government for placement of temporary construction fencing.
4. Contractor to provide 5' chainlink fence at the top of the retaining wall designed by others. Fencing shall be installed along the top of wall where the wall height is 30" or greater. See specifications and 40-D-7016 for chain link fencing information.
5. See (60555) for additional legend symbols.PLAN - FENCE AND BUILDING GRID LAYOUT
SCALE: 1"=30'
LEGEND
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-F
EN
C E
A N
D B
U
IL
D
IN
G G
R
ID
LA
YO
U T_
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
FENCE AND BUILDING
GRID LAYOUT PLAN
1335-D-605600 60'30'
Fence
Existing fence
WATER TREATMENT
PLANT & CHEMICAL
STORAGE AREA
STORAGE BUILDING
Existing River Road (CR91b)
4.00' Concrete pan
5.00' Concrete walk
12.00
13.42'
5.00'
37.41'
47.75'
12.00'
33.06'
5.00'
15.00'
5.00' Concrete walk
8.00'
13.00'
38.00'
4.00' Concrete pan
35°
R56' R257'
57.90'
R10'
5.00' Concrete walk
9.00' (typ.)
15.00'
30.86' 33.67'
18.00'
66.00'
8.00'
WATER TREATMENT
PLANT & CHEMICAL
STORAGE AREA
C
L1
C2
C3
C4
L3
L4
C5
L5
L9
L8
L7
L6
L13
L12
L11
L10
L20
L19 C7
C6
L18
L17
L16
L15
L14
M A
TC
H
LIN
E S ee (60562) for continuation
M A
TC
H
LIN
E S ee (60561) for continuation
45.00'
146.35'
40.91'
Existing holding pond
Renovated pump station Re: Structural & Mech
Property line
Landscaping see Note 1
Landscaping see Note 1
Grated stairs Re: Misc Metal
Asphalt
Concrete, see Notes 6 & 8
Existing gravel surfacing
Gravel surfacing
Gravel surfacing
Existing gravel surfacing
Flush curb
Concrete to the south
Concrete, see notes 6 & 8
Asphalt
Fence, see specifications
Existing fence
Concrete pad & stairs Re: Structural
Dumpster Relocated fuel storage containers
Security gate, see specifications
Concrete, see Notes 6 & 8
Air condenser pads
Card reader Re: Elec
Gravel surfacing to the east
Asphalt
WTP retaining wall, see specifications &
(60564, 60568, & 60569) for information (Contractor designed)
Parking striping
Relocated fuel tank
Asphalt to the south
Existing road to remain
Landscaping see Note 1
Fence
T
Catch curb & gutter see (60566) for detail
4'W x 160'L x 1'D Type L Riprap
Chainlink fence see (60560)
3'W x 6'L x 1'D Type L Riprap
Sidewalk chase w/ cutoff wall
3'W x 6'L x 1'D Type L Riprap
Existing gate
5'W x 10'L x 1'D Type L Riprap
4'W x 8'L x 1'D Type L Riprap
Existing gravel surfacing to remain
Attach no motor vehicles sign to fence
Gate 3 Sign
Gate 2 Sign
L2
Existing dewatering manhole
Existing septic tank accessExisting storm inlet
S17° 16' 40.26"E
87.77'
Existing influent manhole
S57° 5 8' 38.11"W
49.07'
N28° 51' 43.22"W 101.01'
N28° 51' 43.22"W 42.64'
Vent manhole
Storm manhole (typ.)
Storm inlet (typ.)
Existing influent line
Flared end section (typ.)
Vent manhole
N:1526467.19 E:2778453.03
Edge of concrete pan w/ cutoff wall N:1526593.00 E:2778383.69
New Concrete Pan To The West N:1526587.80 E:2778356.21
N:1526561.78 E:2778314.60
Concrete pan edge w/ cutoff wall see (60573) for detail N:1526383.43 E:2778479.09
N:1526594 E:2778614.
E:2778545.72
6" Catch curb & gutter to the east N:1526357.90 E:2778433.02
N:1526359.46 E:2778402.59
N:1526348.30 E:2778427.98
N:1526351.74 E:2778405.92
N:1526341.80 E:2778384.95
Taper curb from 6" to 0" over
3.5LF to the east.
N:1526380.72 E:2778474.19
Taper curb from 0" to 6" over
7LF to the south.
N:1526479.12 E:2778286.60
6" Curb & gutter to the south. Taper curb from 6" to 0" over 7LF to the north.
N:1526474.47 E:2778292.17
Taper curb from 0" to 6" over 3.5LF to the west N:1526382.44 E:2778477.30
N:1526585.11 E:2778497.40
N:1526608.12 E:2778447.00
N:1526598.10 E:2778316.33
N:1526603.40 E:2778335.34
N:1526515.42 E:2778283.72
N:1526593.69 E:2778302.27
N:1526591.36 E:2778316.33
Headwall see (60577)
N:1526598.50 E:2778579.37
N:1526568.70 E:2778506.49
N:1526636.70 E:2778403.65
El. 9971.78
BRASS CAP USDI BOM 9967.12
N:1526359.28 E:2778579.58
N:1526369.31 E:2778594.96
N:1526375.63 E:2778611.65
N:1526639.40 E:2778575.46
N:1526588.81 E:2778603.60
Taper curb from 0" to 6 over 6LF to the south
Paint curb yellow alon curb height transition
N:1526440.2 E:2778663.0
N:1526518.02 E:2778330.05
N:1526498.40 E:2778325.59
N:1526417.21 E:2778370.59
N:1526384.74 E:2778481.44
N:1526357.41 E:2778551.60
N:1526346.11 E:2778362.46
Vent, Re: Mech N:1526362.81 E:2778523.85
Vent, Re: Mech N:1526372.88 E:2778463.95
12.00'
Monitoring well w/ guard post, see (61299 & 60563)
Monitoring well w/ guard post, see (61299 & 60563)
Light pole (typ.)
Re: Elec
Existing signs to remain
Existing gravel to remain Fire hydrant
Existing storm inlet
River effluent manhole
Re: Structural for information
Paint edge of tapering concrete pad yellow
PARCEL LINE TABLE
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L (ft)
9.63
32.24
20.19
65.09
1.20
18.76
55.32
13.77
9.66
59.64
15.00
10.00
15.00
65.33
15.00
18.78
31.11
55.39
7.13
4.06
Bearing
S22° 17' 03.76"W
S28° 59' 53.03"E
N76° 34' 01.12"E
N76° 34' 01.12"E
S28° 59' 41.30"E
S28° 59' 41.30"E
N61° 00' 18.25"E
N29° 00' 00.00"W
N61° 00' 00.00"E
N28° 59' 59.95"W
N60° 59' 51.73"E
N29° 00' 00.00"W
S60° 59' 51.73"W
N29° 00' 08.27"W
N60° 59' 51.73"E
N29° 00' 01.71"W
N60° 59' 58.15"E
N63° 49' 19.23"W
S61° 00' 18.70"W
S28° 59' 41.30"E
CURVE TABLE
Curve #
C1
C2
C3
C4
C5
C6
C7
L (ft)
5.62
31.33
27.40
7.90
58.46
12.88
7.39
R (ft)
8.00
35.00
25.00
25.00
45.00
25.00
5.00
40.23
51.28
62.80
18.09
74.44
29.52
84.69
Chord Length (ft)
5.62
31.33
27.40
7.90
58.46
12.88
7.39
Chord Direction
S2° 10' 18"W
S3° 21' 25"E
S53° 12' 49"E
N86° 20' 24"E
S66° 12' 50"E
N49° 03' 51"W
N76° 39' 02"W
NOTES
1. Proposed landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.
2. Northing and easting coordinates are shown to the flowline, unless otherwise specified.
3. Type 1 guard post, see 40-D-60002 for detail. Space guard posts 5' on center behind curb.
4. See (60557) for basis of bearing.
5. See (60577) for sidewalk chase with cutoff wall detail, concrete pan, headwall & riprap detail.
6. Contractor to provide concrete jointing plan submittal, see specifications for information.
7. See (60578) for sign post installation, see specifications for additional sign information.
8. See (60579) for typical concrete jointing details.
9. See (60566) for pavement and gravel thickness, see specifications for additional information.
10. See (60555) for additional legend symbols. 0 20' 40'10'
PLAN - HORIZONTAL CONTROL
SCALE: 1"=20'
LEGEND
Concrete
Gravel Surfacing
Asphalt
Approach Gravel Surfacing
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-H O
R
IZ
O N
TA
L
C O
N
TR
O L_
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
HORIZONTAL
CONTROL PLAN
1335-D-60561
SECTION A-A
N.T.S.
5.00' Conc.
walk
4" 1/4" Expansion material
Asphalt
See specifications for base course information
See specifications for subgrade information
Building
NO
MOTOR
VEHICLES
R5-3* NO MOTOR
VEHICLES SIGN
Dim: 24"X24"
(*FHWA MUTCD)
GATE 3
GATE 3 SIGN
Dim: 12"X18"
Riprap
L
PLANT & CHEMICAL
STORAGE AREA
18.50'
39.35'
5.00' walk
12.00
13.00'
23.00'
35°
R33'
R56' R257'
57.90'
4.00' Concrete pan
8.00'
Existing River Road (CR91b)
34.50'
WATER TREATMENT
PLANT & CHEMICAL
STORAGE AREA
L6
L20
L19 C7
C6
L18
L15
L22
C8
L21
L23
L25
C9
L2
L2
L30 C12
C11
L29
L31
L3
C13
C14
L2
M A
TC
H
LIN
E S ee (60562) for continuation
M A
TC
H
LIN
E S ee (60561) for continuation
3.00'
26.50'
26.07'
6.00' y line
Landscaping see Note 1
Landscaping see Note 1
Landscaping see Note 1
WTP retaining wall, see specifications & (60564, 60568, & 60569) for information (Contractor designed)
Concrete, see Note 8
Grated stairs Re: Misc Metal
EG Set Enclosure Re: Structural
Building overhang
Re: Arch
6" Catch curb & gutter to the west
Flush curb
Concrete to the south
Asphalt ence, see specifications
Concrete pad & stairs Re: Structural
Concrete, see Notes 6 & 8
Security gate, see specifications
Security gate, see specifications
Existing security pole
Air condenser pads
Approach gravel
Property line Existing road to remain
Connection to River Road.
Compacted dirt road to the south
WTP retaining wall, see
Landscaping see Note 1
Fence
Fence
Leach field retaining wall, see specifications & (60564 & 60568) for information
(Contractor designed)
Concrete to the west, asphalt to the east
Transformers w/ pads Re: Elec & Structural
EG Set Re: Elec
Asphalt
Chainlink fence see (60560)
3'W x 6'L x 1'D Type L Riprap
3'W x 6'L x 1'D Type L Riprap
Sidewalk chase w/ cutoff wall
3'W x 6'L x 1'D Type L Riprap
Sidewalk chase w/ cutoff wall
3'W x 6'L x 1'D Type L Riprap
'W x 8'L x 1'D Type L Riprap
4'W x 45'L x 1'D Type L Riprap
4'W x 130'L x 1'D Type L Riprap
4'W x 45'L x 1'D Type L Riprap
Fence see (60560) for layout
Spill curb & gutter
Gate 1 Sign
Gate 2 Sign
C10
Vent manhole
Storm manhole (typ.)
Storm inlet (typ.)
Flared end section (typ.)
L24
Storm inlet
Flared end section (typ.)
New curb & gutter and concrete to the west. Taper curb from 0" to 6" over 6' to the west.
N:1526494.31 E:2778872.11
New concrete to the west
N:1526522.79 E:2778825.04 rete pan edge toff wall see
73) for detail 26383.43 78479.09
N:1526479.54 E:2778704.52 N:1526458.81
E:2778735.55
N:1526413.30 E:2778760.46
N:1526539.78 E:2778817.81
N:1526592.14 E:2778638.91
N:1526594.62 E:2778614.10
Concrete pan to the north N:1526612.51 E:2778692.46
Edge Of Concrete Pan W/ Cutoff Wall N:1526664.84 E:2778545.72
N:1526629.13 E:2778662.27
Asphalt to the north N:1526595.99 E:2778645.38
Headwall see (60577)
N:1526598.50 E:2778579.37
N:1526514.21 E:2778917.07
N:1526568.70 E:2778506.49
N:1526359.28 E:2778579.58
N:1526369.31 E:2778594.96
N:1526375.63 E:2778611.65
N:1526639.40 E:2778575.46
N:1526588.81 E:2778603.60
N:1526520.22 E:2778705.07
N:1526554.63 E:2778686.00
Taper curb from 0" to 6" over 6LF to the south.
Paint curb yellow along curb height transition.
N:1526440.26 E:2778663.07
84.74 1.44
N:1526357.41 E:2778551.60
Vent, Re: Mech N:1526362.81 E:2778523.85
8.00'
Flagpole Re: Arch & Structural
Light pole (typ.)
Re: Elec
Fence see (60560) for layout
Re: Structural for information
Paint edge of tapering concrete pad yellow
Fire hydrant
5.50' Concrete walk
6" Catch curb & gutter
Guard post (typ.)
see Note 3 and
(60563) for location
6.00'
8.00'
6.00'
3.00'
9.00 (typ.)
18.00'
(ty p.)
36.00'
Accessible parking sign
Accessible ramp
14.00'
Striping
L22
C8
L23
8.00' Concrete walk
5.00
Sidewalk connection to grated metal stairs
Re: Misc metal
Retaining wall (see 60568 for grading)
Re: Structural
Spill curb & gutter
N:1526407.94 E:2778659.26
N:1526384.35 E:2778651.77
Storm inlet (typ.)
L24
Light pole (typ.)
Re: Elec
Accessible stall striping, see specifications
PARCEL LINE TABLE
Line #
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L (ft)
16.42
27.00
16.97
36.03
35.52
68.03
137.94
18.60
2.31
48.52
6.50
44.80
Bearing
N28° 59' 27.94"W
N61° 00' 00.00"E
S28° 57' 17.38"E
S29° 01' 16.63"E
N61° 00' 00.00"E
N54° 02' 08.00"E
N54° 02' 08.00"E
N54° 02' 08.00"E
N61° 03' 36.06"E
S77° 47' 41.51"W
S61° 47' 37.36"W
N41° 55' 51.76"E
CURVE TABLE
Curve #
C8
C9
C10
C11
C12
C13
C14
L (ft)
15.71
6.08
31.76
9.61
37.63
18.91
18.91
R (ft)
10.00
50.00
50.00
5.07
35.00
25.00
25.00
89.99
6.96
36.39
108.62
61.60
43.34
43.34
Chord Length (ft)
15.71
6.08
31.76
9.61
37.63
18.91
18.91
Chord Direction
N16° 00' 15"E
N57° 31' 04"E
N73° 17' 16"E
N6° 23' 43"E
N71° 24' 25"W
N20° 15' 49"E
N23° 04' 17"W
NOTES
1. Proposed landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.
2. Northing and easting coordinates are shown to the flowline, unless otherwise specified.
3. Type 1 guard post, see 40-D-60002 for detail. Space guard posts 5' on center behind curb.
4. See (60557) for survey control.
5. See (60577) for sidewalk chase with cutoff wall detail, concrete pan, headwall & riprap detail.
6. Contractor to provide concrete jointing plan submittal, see specifications for information.
7. See (60578) for sign post installation, see specifications for additional sign information.
8. See (60579) for typical concrete jointing details.
9. See (60566) for pavement and gravel thickness, see specifications for additional information.
10. See (60555) for additional legend symbols. 0 20' 40'10'
PLAN - HORIZONTAL CONTROL
SCALE: 1"=20'
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-H O
R
IZ
O N
TA
L
C O
N
TR
O L_
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
HORIZONTAL
CONTROL PLAN
1335-D-60562
0 10' 20'
SCALE: 1"=10'
See Detail 1 on this sheet
RESERVED
PARKING
R7-8* ACCESSIBLE
PARKING SIGN
12"X18"
(*FHWA MUTCD)
GATE 1 GATE 2
GATE 1 SIGN
Dim: 12"X18"
GATE 2 SIGN
Dim: 12"X18"
LEGEND
Concrete
Gravel Surfacing
Asphalt
Approach Gravel Surfacing
Riprap
Chemical storage area
FFE=9992.50'
STORAGE
BUILDING WATER TREATMENT PLANT
FFE=9970.00'
N:1526240.54 E:2778433.53 El. 9993.02
ALUM CAP STN7 TPS ELEV
1.25'
Guard post, see Detail 1 for placement
Guard post N:1526443.22 E:2778418.02
Guard post N:1526441.75 E:2778415.38
Guard post N:1526440.28 E:2778412.75
Guard post, see Detail 2 for placement
(10) Guard posts spaced 5' O.C.
4.50'
4.50'
1.50'
(4) Guard posts spaced 5' O.C.
Guard Post N:1526365.90 E:2778522.03
Guard Post N:1526363.26 E:2778527.41
Guard post, see Detail 2 for placement
Guard post, see Detail 1 for placement
Guard post, see Detail 1 for placement
Guard post, see Detail 1 for placement
Guard post, see Detail 2 for placement
Guard post, see Detail 2 for placement
Guard post, see Detail 2 for placement
Guard post, see Detail 2 for placement
Guard post N:1526391.98 E:2778350.03
Guard post N:1526390.47 E:2778347.44
Guard post N:1526393.93 E:2778345.43
Guard post N:1526395.44 E:2778348.02
Guard post N:1526463.00 E:2778305.25
Guard post N:1526464.51 E:2778307.84
Guard post N:1526461.05 E:2778309.86
Guard post N:1526459.54 E:2778307.26
Monitoring well, see (61299) for placement, adjust guard post location as necessary to protect monitoring well
Monitoring well, see (61299) for placement, adjust guard post location as necessary to protect monitoring well
(6) Guard posts spaced 4.5' O.C.
5.00'
(3) Guard posts spaced 4.5' O.C.
2.00'
1.25'
1.25'
(3) Guard posts spaced 4.5' O.C.
1.25' (Typ.)
Align edge of guard post with edge of door (typ.)
Guard post (typ.)
1.25' (Typ.)
1.00
1.00
1.25
Guard post
NOTES
1. Guard posts shown shall be Type 1 guard posts, unless otherwise specified, see 40-D-60002 for detail.
2. Install guard post center 1.25' away from building face. See Detail 1 & Detail 2 on this sheet for typical guard post placement at roll-up doors and building corners.
3. See (60555) for additional legend symbols.PLAN - GUARD POST LAYOUT
SCALE: 1"=20'
LEGEND
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
.0 -G
U A R D
P O
S T
LA
YO
U T_
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
GUARD POST
LAYOUT PLAN
1335-D-605630 20' 40'10'
Survey control point
Fence
Existing fence
Property Line
0 5' 10'
DETAIL 2 - TYPICAL GUARD POST LAYOUT AT ROLL UP DOORS
SCALE: 1"=5'
DETAIL 1 - TYPICAL GUARD POST
LAYOUT AT BUILDING CORNER
SCALE: 1"=5'
PLANT & CHEMICAL
STORAGE AREA
Retaining wall to the south
N:1526375.90 E:2778476.86
Retaining wall to the west (Top of curb) N:1526444.47 E:2778804.28
Retaining wall to the south N:1526373.41 E:2778738.04
Retaining wall to the south N:1526428.13 E:2778813.71
Swale
Swale
Leach field retaining wall, see specifications for information (Contractor designed)
6" Curb & gutter
S63° 49' 19.23"E 29.53'
C1
S29° 00' 00.00"E 8.10'
C2
S63° 49' 19.23"E 57.54'
C3
N61° 01' 02.52"E 104.68'
C4
N54° 02' 08.00"E 121.81'
S42° 45' 14.59"E 10.11'
C5
N53 ° 5
8'
.18 "E
.04
C
N28° 29' 54.63"W 10.02'
WTP retaining wall, see specifications for information (Contractor designed)
1+
2+
3+
4+00
4+84.53
8+20.09
7+
8+00
Chainlink fence, see (60560)
Swale
EL
EV
A
TI
O N
STATION
WTP WALL
10000
10000
0+75 1+00 2+00 3+00 4+00 5+00
STA. 1+88.14
FGW=9969.32
STA. 2+51.91
FGW=9985.50
STA. 3+02.37
FGW=9990.92 STA. 3+15.57
FGW=9991.41
STA. 3+20.62
FGW=9991.32
STA. 4+30.73
FGW/TOC=9993.84
STA. 4+84.53
FGW/TOW=9997.02
STA. 1+00
FGW/TOW=9970.02
STA. 1+29.02
FGW=9968.90
STA. 1+61.44
FGW=9969.84
EXISTING GRADE AT TOP OF WALL
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
STA. 3+86.82
TOW. 10001.75
STA. 3+59.66
TOW. 10006.75
STA. 3+44.31
TOW. 10007.00
STA. 3+02.72
TOW. 10006.38
STA. 2+51.91
TOW. 10003.25
STA. 2+32.47
TOW. 10001.26
STA. 2+12.96
TOW. 9996.08
STA. 1+55.97
TOW. 9986.50
STA. 1+32.67
TOW. 9979.06
STA. 1+29.53
TOW. 9978.84
EL
EV
A
TI
O N
STATION
LEACH FIELD WALL
10000
10020
10000
10020
6+80 7+00 8+00 8+50
STA. 8+20.09
FGW/TOW=10002.90
STA. 7+95.68
FGW=10003.39
STA. 7+95.04
TOW=10013.00
STA. 8+02.03
TOW=10009.15
STA. 8+10.97
TOW=10007.00
STA. 7+00.00
FGW/TOW=10004.50
STA. 7+24.64
FGW=10004.50
STA. 7+09.33
TOW=10009.18
STA. 7+25.03
TOW=10014.50
EXISTING GRADE AT TOP OF WALL
FINISHED GRADE AT TOP OF WALL
FINISHED GRADE AT BOTTOM OF WALL
CURVE TABLE
Curve #
C1
C2
C3
C4
C5
C6
L (ft)
3.04
15.19
38.50
6.14
14.53
14.39
R (ft)
5.00
25.00
40.00
50.50
10.00
10.00
34.82
34.82
55.15
6.96
83.27
82.47
Chord Direction
S46° 24' 40"E
S46° 24' 40"E
N88° 36' 12"E
N57° 31' 04"E
S84° 23' 28"E
N12° 44' 12"E
Chord Length (ft)
2.99
14.96
37.03
6.13
13.29
13.18
NOTES
1. Proposed landscaped areas and existing landscaping disturbed by construction shall be seeded in accordance with the specifications.
2. Retaining wall alignment and coordinates are shown at the finished grade at the bottom of the wall.
3. See (60568 and 60569) for retaining wall grading information.
4. Retaining wall to be designed by contractor per specifications.
5. See 60555 for additional legend symbols.
0 20' 40'10'
PLAN - RETAINING WALL LAYOUT
SCALE: 1"=20'
LEGEND
Swale centerline
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
.1 -R
ET
A
IN
IN
G
W A
LL
LA
YO
U T_
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
RETAINING WALL
LAYOUT PLAN
1335-D-60564
PROFILE - WTP RETAINING WALL
PROFILE - LEACH FIELD RETAINING WALL
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST ST
S T
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
RD
RD
ST
ST
STST
ST
ST
ST
ST
ST
ST
RD
RD
RD
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST ST
S T
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST ST
S T
ST
10000
10005
10010 10015
10020
10010
10000
10005 10010
10015
WATER TREATMENT PLANT
FFE=9970.00'
STORAGE
BUILDING
FFE=9970.00'
Existing River Road (CR91b)
CHEMICAL
STORAGE AREA
FFE=9992.50'
Leach field retaining wall, see specifications (Contractor designed)
Swale
Property line
Storm inlet
Storm inletStorm inlet
Storm inlet
Storm inlet
Storm inlet
Storm inlet
Existing storm inlet
Existing storm inlet
Existing storm inlet
Renovated pond pumphouse
FFE=9970.37'
Holding pond
MATCHLINE
See (60566) for continuation
M A
TC
H
LI
N E
S ee
6) f or c on tin ua tio n
M A
TC
H
LI
N E
S ee
7) f or c on tin ua tio n
Property line
Swale
4.00' Concrete pan
MATCHLINE
See (60569) for continuation
MATCHLINE
See (60568) for continuation
MATCHLINE
See (60567) for continuation
M A
TC
H
LI
N E
S ee
9) f or c on tin ua tio n
M A
TC
H
LI
N E
S ee
8) f or c on tin ua tio nExisting mine drainage tunnel entrance
Swale
Berm
Existing storm sewer
9975 9980
WTP retaining wall, see specifications (Contractor designed)
Storm manhole
Storm manhole
70 99
75 99
10000
10001
9970 9975
10005
10010
10000
10004
10003
NOTES
1. See (60566) through (60569) for detailed grading plans.
2. Existing contours are shown to reflect the anticipated grades on the site following the completion of the early sitework package. Existing contours outside of the early sitework construction limits are based on the survey provided by Reclamation.
3. See (60555) for additional legend symbols.
0 60'30'
PLAN - OVERALL GRADING
SCALE: 1"=30'
LEGEND
Swale centerline
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-O V
ER
A
LL
G R A D
IN
G
PL
A N
_2
4.
D
W G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER - Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
OVERALL
GRADING PLAN
1335-D-60565
ST Storm Sewer
ST
ST
ST
ST
ST
RD
RD
RD
RD
RD
RD
RD
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
S T
ST
WATER
TREATMENT
PLANT
FFE=9970.00'
STORAGE
BUILDING
FFE=9970.00'
Existing River Road (CR91b)
4.00' Concrete pan
CHEM
STORA
FFE=9
Existing inlet
75 99
M A
TC
H
LIN
E S ee (60566) for continuation
0.5%
3.1%
2.0%
2.5%
2.3%
2.4%
2.6%
1.5%
3.2%
2.0%
0.5%
0.5%
2.7%
1.0%
4.0%
0.9%
3.5%
2.5%
5.7%
3:1 3:1
1.5%
2.0%
18.0%
4:
1.5%
3.1% 3:1
4:
3:
1 11.8%
7.7%
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
S T
ST9970
2.0%
1.8%
2.0%
2.0%
1.9%
3.1%
2.0%
0.5%
MATCHLINE
See (60566) for continuation
MATCHLINE
See (60568) for continuation
MATCHLINE
See (60567) for continuation
M A
TC
H
LIN
E S ee (60567) for continuation
0.5%
2.0% 2.0%
99852.0%
3.
4%
3.9%
3.7%
4.5%
2.0%
2.5%
2.4%
18.0% 4:
2.1%
2.0%
2.0%
MATCHLINE
See (60569) for continuation
Curb & gutter
Rid li
Cutoff wall at pan edge.
See (60577) for detail
Swale
Storm inlet
Storm inlet
Existing storm inlet
Culvert
Grade break
Grade break
Existing storm sewer
Property line
Grade break
Grade break Cutoff wall at pan edge
Connection to existing gravel
Taper curb from 6" to 0" over 6LF to the north
99968.74
9967.85 GB
9966.31 LP
9970.00
9968.39
9968.25
9968.93 ME
9968.90 ME
9968.72
9968.05 ME
9969.90
9968.83 LP
9969.08 HP
9969.04 HP
9970.00
9969.62
9968.58 GB
9969.62 GB
9969.90
9967.47 FL
9966.90 ME
9970.00
9968.12 ME
9968.00 ME
9967.33
9968.15
9968.70 9969.00
9978.57
9982.06
9989.009988.779970.00
9970.00
Headwall
FGW=9981.50
See (60577) For Daylight Invert
9981.76
9992.50
9969.99
9977.56
9969.90
9969.90
9969.86
9969.90
9969.60
9969.60
9969.90
9969.90 9969.86
9969.90
9969.90 GB
9969.90 GB
9969.90
9969.85
9969.91
9969.90
9969.86
9969.90
9969.43
9969.44
9970.00 9969.94
9969.90
9969.90
9970.00
9969.90
9969.90
9969.76
9970.00
9968.90
9968.69
9968.69
9969.90
9969.67
9969.68
9969.91
9969.90
9969.53
9968.90 GB
9968.50
9968.57 GB
9968.96
9970.00
9970.00
9967.36 FL/TOC
9967.97 TOC
9969.90
9969.90
9970.00
9968.00 FL
9968.50 TOC
9968.51 ME
9969.49
9969.50
9970.00
2.6%
12.2%
9990.39988.84
10010
Mono
Cutoff wall at pan edge
7.
1%
7.
0%
8.9%
R
11.8%
4.00' Concrete pan
0 20' 40'10'
PLAN - DETAILED GRADING
SCALE: 1"=20'
LEGEND
Swale centerline
KEY MAP
N.T.S.
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
ET
A
IL
ED
G
R A D
IN
G
PL
A N
S _2
4.
D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER - Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
DETAILED
GRADING PLAN
1335-D-60566
NOTES
1. Contractor to verify existing and elevations prior to construction in accordance with the specifications. Notify Government of any conflicts or discrepancies immediately.
2. The cross-slope of accessible routes and sidewalks shall not exceed 2.0%.The longitudinal slope of accessible routes shall not exceed 5.0% with the exception of an accessible ramp. The longitudinal slope of accessible ramps shall not exceed 8.3%, 5' landings at the top and bottom of the accessible ramps shall not exceed 2.0% in any direction.
3. See (60555) for additional legend symbols.
4. Elevations shown on plan are USGS.
ABBREVIATIONS:
LP = Low point GB = Grade break HP = High point ME = Match existing TOC = Top of curb TOR = Top of ramp TOW = Finished grade at top of wall FGW = Fininshed grade at bottom of wall FL = Flow line FGP = Finished grade at pad
5.00' Conc.
walk
4" Min. sidewalk thickness
1/4" Expansion material
Storage building
SECTION A-A
N.T.S.
6"
Top of compacted subgrade
Yard gravel
Concrete curb and gutter
Cut slope max 2:1
Fill slope max 2:1
Match existing grade at edge of pond, contractor to protect existing pond liner 2.0%
Catch curb & gutter see (60578) 6"
Compacted subgrade
Asphalt
Gravel-Asphalt Connection N.T.S.
6"
Top of compacted subgrade
Top of gravel (elevations shown on plan)
Base course
4" Min
Compacted subgrade
Asphalt
Section B-B N.T.S.
Base course
1.0' Min.
Landscaping, see plans and specifications for seeding information.
(Max slope shall not exceed 2:1)
Swale
TOW
FGW
Retaining wall
WALL LEGEND
Connection to Existing Gravel N.T.S.
Top of compacted subgrade
Yard gravel (elevations on plan shown to top of gravel)
Existing gravel
Match existing top of gravel
8" Concrete
Compacted subgrade
Concrete Drive Lanes, Parking Stalls & Apron Section N.T.S.
Notes
1. See Section A-A on this sheet for minimum sidewalk thickness.
2. See 60579 for jointing details.
3. See structural for transformer/generator pad & fuel storage/dumpster pad thickness.
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
RD
D
RD
R
RD
WATER
TREATMENT
PLANT
FFE=9970.00'
CHEMICAL
STORAGE AREA
FFE=9992.50'
Existing River Road (CR91b)
10000
10001
10003
99889989
75 99
M A
TC
H
LIN
E S ee (60566) for continuation
4.00' Concrete pan
2.5%
2.7%
6.1% 22.0%
18.8%
19.7%
18.3%
7.0%
6.4%
6.7%
2.5
1.
6%
1.0%
3:1 3:1
1.5% 1.5%
3.1%
3:1
4:
11.8%
2.0%
2.0%
.6
1.8%
1.5%
2.6%
2.7%
2.0%
2.5
7.7%
1.5
16.8%
.6
10010
10005
10010
10015
1.9%
2.0%
MATCHLINE
See (60568) for continuation
MATCHLINE
See (60567) for continuation
M A
TC
H
LIN
E S ee (60567) for continuation 2.
0%
4.5
2.8%
4.8%
3.
8%
6.8%
7.0
5.9
4.4%
2.0%
2:14.2
1%
Storm inlet
Swale
Berm
Swale
Swale
Property line
Cutoff wall at pan edge.
See (60577) for detail
Swale
Monolithic concrete swale
Culvert
Culvert
Grade break
Grade break ne
Ridge line
Storm inlet Ridgeline
Grade break
9991.71 FL
10013.00 TOW
10002.90 TOW/FGW
10003.39 FGW
9996.45 LP
9997.29 TOW
9997.02 FGW/TOC
9995.55
9996.50
9993.02
9993.34 FL GB
9992.04 GB
9992.42
9992.50
9991.85 GB
9992.50
9992.16
9991.89 LP
9991.39 GB
9992.50
9991.04
9992.00
FGW
9992.10
FGW
9991.94
9992.40
9998.58 ME
9998.85 GB
10004.39 ME
10003.10
10002.36 GB
9994.73
9997.78 9995.83
9995.45
9997.06 HP
9993.52
9991.25
9992.00 FGW
9990.58
9991.94 Inv.=9991.44
9989.72
9989.49
9990.24
9988.19
9986.28
9989.41
9989.95
9988.72
9986.47
9990.29
970.00
9968.15
9968.70 9969.00
9978.57
9982.06
9989.009988.779970.00
9970.00
Headwall
FGW=9981.50
See (60577) For Daylight Invert
9981.76
9992.50
9992.50
9992.50
9991.84
9969.99
9977.56
10001.40 ME
9970.00 9969.94
9969.90
9969.90
9970.00
9.90
9969.90
9970.00
10003.00 LP
10005.00
10003.95
10004.31
9997.21 TOC
9969.90
9969.58
9999.71 HP
9994.82
9996.08
9992.50
9998.88
10012.25
10002.15
9996.45
9996.85
10004.42 GB
10000.81
10006 75 TOW
10001.75 TOW
9999.75 TOW
12.2%
9990.379988.84
Swale
1.
0%
2.6%
15.4%
5.9%
4.
3%
10004
10000
2.
1%
2.
3%
2:1
5:1
2.0
10010
9992.42
9992.50
9992.50
9992.34
9990.47
1.5%
2.0%
3.2%
Monolithic concrete swale
Ridge line
Re: structural for top of concrete elevations
Monolithic concrete swale
1.0%
7.
1%
7.
0%
8.9%
Re: Structural for top of concrete elevations
9991.95
9992.34
9992.80 TOP
11.8%
5.5%
11.7%
Concrete pad w/ steps Re: Structural
9992.50
9992.50
9992.40
9991.84 GB
9991.84 FGP GB
9991.74
2.0%
9992.50
9992.50
Grade break
9991.48 BOS
9991.62 BOS
9992.50
9992.37 TOP
9992.20 FGP9992.50 TOS
9992.37 TOS
1.
0%
1.8%
12.00'
Grade break
LEGEND
Swale centerline
0 20' 40'10'
PLAN - DETAILED GRADING
SCALE: 1"=20'
KEY MAP
N.T.S.
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
ET
A
IL
ED
G
R A D
IN
G
PL
A N
S _2
4.
D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER - Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
DETAILED
GRADING PLAN
1335-D-60567
NOTES
1. Contractor to verify elevations prior to construction in accordance with the specifications.
Notify Government of any conflicts or discrepancies immediately.
2. The cross-slope of accessible routes shall not exceed 2.0%. The longitudinal slope of an accessible route shall not exceed 5.0% with the exception of an accessible ramp. The longitudinal slope of accessible ramps shall not exceed 8.3%, 5' landings at the top and bottom of the accessible ramps shall not exceed 2.0% in any direction.
3. See (60555) for additional legend symbols.
4. Elevations shown on plan are USGS'.
See Detail 1 on this sheet
DETAIL 1
SCALE: 1"=10'
ABBREVIATIONS:
LP = Low point GB = Grade break HP = High point ME = Match existing TOC = Top of curb TOR = Top of ramp TOW = Finished grade at top of wall FGW = Fininshed grade at bottom of wall FL = Flow line FGP = Finished grade at pad TOS = Top of stairs BOS = Bottom of stairs
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
10000
M A
TC
H
LIN
E S ee (60566) for continuation
4:1
16.5%
6.1%
2.5%
2.7%
2.0%
12.1%
7.0%
6.4%
2.5
1.
6%
1.0%
1.8%
1.5%
2.6%
2.7%
2.0%
2.5
1.5
10000
10005
10010 10015
10010
10020
10005
10010
10015
1.9%
2.0%
Storm inlet
MATCHLINE
See (60568) for continuation
MATCHLINE
See (60567) for continuation
M A
TC
H
LIN
E S ee (60567) for continuation 2.
0%
6.8%
7.0
5.9
4.4%
2.0%
3.9%
3:1
2:14.2
.1%
1.5%
1.5%
Storm inlet
Swale
Swale
Swale
Swale
Monolithic concrete swale
Storm inlet
Grade break
Grade break
R
Storm inlet Ridgeline
Grade break
10013.75
10014.50 TOW
9991.71 FL
10013.00 TOW
10002.90 TOW/FGW
10004.50
FGW/TOW
10003.39 FGW
10004.50 FGW
10003.25 TOW
10002.41
9995.25
9996.08 TOW
9991.53 FL
9996.45 LP
9997.29 TOW
9997.02 FGW/TOC
9995.55
9996.50
9993.02
9993.34 FL GB
9992.04 GB
9992.42
9992.50
9991.85 GB
9992.50
9992.16
9991.89 LP
9991.41 FGW
9990.82 FL
9991.39 GB
9992.50
9998.85 GB
10003.10
10002.36 GB
9991.25
9990.96 FGW
9985.50
FGW
9975.63
FGW 10006.38 TOW
10005.52
9992.50
9991.84 9970.00
9969.94
9969.90
9969.90
9970.00
9969.90
9970.00
9991.18 TOC
9991.17 TOC
9997.21 TOC
9969.90
9969.58
9994.82
9996.08
9998.88
10012.25
10002.15
9996.45
9996.85
10004.42 GB
10000.81
10002.43
10003.75
10008.42
10009.01 TOW
10005.00 FGW
10006.57 TOW
10006.75 TOW
10007.00 TOW HP
10006.15
10005.92
10001.75 TOW
9999.75 TOW
10005.72
75 99
1.
0%
2:
2.6%
15.4%
9%
10004
10000
2.
1%
2.
3%
2:1
5:1
2.0
4:1
10010
10010
9995 9992.50 Re: structural for top of concrete elevations
Monolithic concrete swale
Re: Structural for top of concrete elevations
9991.95
9992.34
9992.80 TOP
3.
0%
1.8%
1.
8%
1.
8%
1.8%
10000
9992.039992.36
Above grade grated stairs Re:Misc Metal
1.
8%
6.3%
4.
0%
4.
2%
9991.72 GB
9991.87
9991.72 GB
9991.87
9992.37 TOC
9992.37
9992.30 TOR
9992.30 TOR
9991.97
9991.82
9991.96 TOR9992.06 TOR
9992.03 GB
9991.87 TOC
9991.97 1.
8%
1.8%
9992.50 FFE
9992.50 FFE
1.8%
1.2%
1.
8%
See note 2
See note 3
See note 3
Grade break
9992.37 TOC
9992.43
TOW/FGW
69.20
9984.50 FGP
9984.43 FGP
9984.35
FGP
9984.35
FGP
9977.70 GB
9978.10
FGP
TOP=9985.00
9973.74 9978.50
9977.94 FGP
9977.84 FGP
9978.00
9974.38 FGP9974.25
FGP
9974.37
FGP 9974.50
FGP
9972.94
9991.90 GB
TOP=9978.50
TOP=9975.50
9987.06
9992.50
9980.50 FFE
2:1
9992.43 TOW
9990.09 FGW
9992.50 TOW
9990.50 FGW
Retaining wall Re: Structural
.2
4:1 2:14:1
9991.49 4.1%
3:1
2.3
Grade break
LEGEND
Swale centerline
0 20' 40'10'PLAN - DETAILED GRADING
SCALE: 1"=20'
KEY MAP
N.T.S.
A
LW
A
YS
T H
IN
K
S A
FE
TY
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
ET
A
IL
ED
G
R A D
IN
G
PL
A N
S _2
4.
D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
B Z O
O K
LE
A D
V
IL
LE
M
IN
E
D R A
IN
A G
E
TU
N N
EL
LE
A D
V
IL
LE
C O
LE
A D
V
IL
LE
M
IN
E
TR
EA
TM
EN
T
PL
A N
T A N
D F
A C
IL
IT
IE
S W
A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EP
LA
C
EM
EN
T
CIVIL
DENVER, CO 2022-08-26
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER - Plant Structures Group
David Kresin, P.E.
Sterling Westfall, P.E.
NOTES
1. Contractor to verify existing and proposed elevations prior to construction in accordance with the specifications.
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