Attachment 2 - Mornhinweg_WRE_Drawing package.pdf
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- Solicitation number
- 12FPC326B0009
About this file
This document is a set of construction drawings and design plans prepared by the Natural Resources Conservation Service (NRCS), United States Department of Agriculture, for a wetland embankment and water habitat project located in Noble County, Oklahoma (SW Section 24, T23N, R1W).
The project encompasses four construction units with detailed specifications for earthwork, structural components, and habitat development. Unit 1 involves an existing embankment of 2.7 acres with a full easement. Units 2, 3, and 4 require embankment construction with estimated excavation and fill work totaling 116 cubic yards for these units combined. Unit #1 requires the most significant earthwork, with an estimated 3,759 cubic yards of material for excavation to create a deep water habitat with a pool bottom elevation of 904.5 feet. The project includes installation of two reinforced concrete spillways with principal spillway elevations at 905.7 feet (Unit 2) and 906.0 feet (Unit 3), complete with anti-seep collars, barrel inverts, and riser pipes. Structural elements include 4-inch diameter steel nipple risers with plastic-threaded caps, welded steel pipe specifications (ranging from 0.25 to 1.08 inches in thickness), and trash guard details constructed from 1.5-inch NPS pipe with 1-inch NPS horizontal rails and 0.25-inch welded wire mesh panels. The contractor is responsible for locating and preserving all underground utility lines prior to construction. Spoil materials may be spread on designated areas or used for fill elsewhere on the site as determined by the engineer. All work must conform to the detailed cross-sections, profiles, and construction specifications shown across nine sheets of technical drawings dated March 15, 2021.
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Contractor is responsible for contacting all utility companies pryior to construction.
An Effort has been made to locate and show approximate location of underground utility lines. Buried utilities are not necessarily shown.
It is the Contractor's responsibility to locate and preserve all utility services.
Vicinity Map
E0370 Rd
³ Valley Rd «¬15
Ute Bluff Rd
E0400 Rd
Feet 0 750 1,500 3,000 4,500 6,000
N
R d
«¬77 N 3230 R d N
3230 R d
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AutoCAD SHX Text
INDEX OF DRAWINGS
AutoCAD SHX Text Page No.
AutoCAD SHX Text Sheet Name
AutoCAD SHX Text
AutoCAD SHX Text Vicinity Map - Cover Sheet
AutoCAD SHX Text
AutoCAD SHX Text Plan Map - Full Easement
AutoCAD SHX Text
AutoCAD SHX Text Unit 2 - Plug & Nipple Canopy Riser
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Embankment Details
AutoCAD SHX Text
AutoCAD SHX Text Trash Guard Details
AutoCAD SHX Text
AutoCAD SHX Text Construction Details
AutoCAD SHX Text
AutoCAD SHX Text Unit 3 - Plug & Nipple Canopy Riser
AutoCAD SHX Text Circle Pits - Deep Water Habitat
AutoCAD SHX Text
AutoCAD SHX Text Unit #1 - Excavation Details
AutoCAD SHX Text
3/19/21 11:45 AM
AutoCAD SHX Text
AutoCAD SHX Text
OK-DWG-100
AutoCAD SHX Text
AutoCAD SHX Text Vicinity Map_Cover Sheet_100.dwg
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2/2021
AutoCAD SHX Text 2/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W1/2 SW1/4 S24 T23N_R1W
AutoCAD SHX Text Noble County, OK County, OKOK
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
AutoCAD SHX Text Steve Mornhinweg - WRE
AutoCAD SHX Text Ingress-Egress
AutoCAD SHX Text Easement Boundary
AutoCAD SHX Text State Hwy 15
AutoCAD SHX Text State Hwy 77
USDA
iillllll
Unit?
1 . .32 AC
FSL: {)"&, ,7
United States Department of Agriculture
Natural Resources Conservation Service
Unit 1 - Exist!J:Jg
2.7 AC
FSL: 9060
Steve Mornhinweg
WRE
FULL EASEMENT
SW Sec 24 T 23 N, R 1W, Noble County, Oklahoma
Designed Dan Smith
Drawn Dan Smith
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Date
3/15/2021
3/15/2021
I J.a. "_,__ - • - File Name
Full Easement.dwq Drawing Name
Checked_· _________ _
Approved_· _________ _
J/15/21 9:14 AM
Sheet 2 of 9
AutoCAD SHX Text Deep Water Hbbitat Circle Pit
AutoCAD SHX Text
3/15/21 9:14 AM
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AutoCAD SHX Text
AutoCAD SHX Text Full Easement.dwg
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
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AutoCAD SHX Text
AutoCAD SHX Text 3/15/2021
AutoCAD SHX Text 3/15/2021
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AutoCAD SHX Text Scale in Feet
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AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
AutoCAD SHX Text Steve Mornhinweg
AutoCAD SHX Text
WRE
AutoCAD SHX Text
FULL EASEMENT
AutoCAD SHX Text SW Sec 24 T 23 N, R 1W,, AutoCAD SHX Text Noble County, Oklahoma County, OklahomaOklahoma
AutoCAD SHX Text Unit 2 1.32 AC FSL: 905.7
AutoCAD SHX Text Unit 3 1.07 AC FSL: 906.0
AutoCAD SHX Text
STA: 0+00
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STA: 2+90
AutoCAD SHX Text Unit 4 0.57 AC FSL: 906.5
Unit 1 - Existing 2.7 AC FSL: 906.0
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92 18 22
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%%URAT GUARD
AutoCAD SHX Text
%%U(AGRI-DRAIN OR EQUIVALENT)
AutoCAD SHX Text RAT GUARD MATERIAL: STAINLESS STEEL-24" DIA. OR SMALLER PIPE, ZINC DICHROMATE PLATED STEEL-GREATER THAN 24" DIA. PIPE
AutoCAD SHX Text
3/19/21 11:54 AM
AutoCAD SHX Text
AutoCAD SHX Text
OK-DWG-100
AutoCAD SHX Text
AutoCAD SHX Text Unit_2_Okdwg606a.dwg
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2/2021
AutoCAD SHX Text 2/2021
AutoCAD SHX Text
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AutoCAD SHX Text
W1/2 SW1/4 S24 T23N_R1W
AutoCAD SHX Text Noble County, OK County, OKOK
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
AutoCAD SHX Text Steve Mornhinweg/Unit #2
AutoCAD SHX Text Channel Elevation
AutoCAD SHX Text Invert Elevation
AutoCAD SHX Text %%uAUXILIARY SPILLWAY
AutoCAD SHX Text %%uCROSS SECTION
AutoCAD SHX Text 10 :1
AutoCAD SHX Text 10 :1
AutoCAD SHX Text 10 :1
AutoCAD SHX Text 10 :1
AutoCAD SHX Text S= 0.013 ft/ft
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 4" Dia. steel nipple with plastic threaded cap
AutoCAD SHX Text Top of Dam Elev.
AutoCAD SHX Text Auxiliary Spillway Elev.
AutoCAD SHX Text Principal Spillway Elev.
AutoCAD SHX Text %%uCROSS SECTION OF EMBANKMENT ALONG CENTERLINE OF PRINCIPAL SPILLWAY
AutoCAD SHX Text Notes: For Trash Guard Detail see drawing OK-DWG-No. . Core Embankment from 1+26 - 1+76 as shown. Strip remainder of Embankment 6 inches. Concrete shall be reinforced with one layer of 6" x 6" x 10 gage welded wire fabric in center slab or with polypropylene fibers (FRC).
AutoCAD SHX Text %%uCROSS SECTION OF RISER
AutoCAD SHX Text %%uTOP VIEW
AutoCAD SHX Text %%uSIDE ELEVATION
AutoCAD SHX Text 90.8%%D
AutoCAD SHX Text Weld pipe stub to riser pipe with 1/4" continuous fillet weld.
AutoCAD SHX Text %%uQUANTITIES
AutoCAD SHX Text Concrete 1.8 Cu. Yds.
AutoCAD SHX Text Earthwork 600 Cu. Yds.
AutoCAD SHX Text C of Embankment Sta. 1+51 of profile
AutoCAD SHX Text L
AutoCAD SHX Text First Anti-Seep Collar
AutoCAD SHX Text Weld
AutoCAD SHX Text Fillet Verticial
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text %%uSECTION A-A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text Core
AutoCAD SHX Text Riser Ft. of I.D. of inch thick welded steel pipe. Barrel Ft. of I.D. of inch thick welded steel pipe Anti-Seep Collars Anti-Seep Collars Ft. x Ft. spaced Ft. apart. Minimum thickness is 1/4".
AutoCAD SHX Text 906.9
AutoCAD SHX Text 906.4
AutoCAD SHX Text 905.7
AutoCAD SHX Text 905.2
AutoCAD SHX Text 904.7
AutoCAD SHX Text 904.2
AutoCAD SHX Text Barrel Invert Elev.
AutoCAD SHX Text 903.7
AutoCAD SHX Text 20'
AutoCAD SHX Text 27.7'
AutoCAD SHX Text 10'
AutoCAD SHX Text 2'
AutoCAD SHX Text 10'
AutoCAD SHX Text 902.5
AutoCAD SHX Text 903.0
AutoCAD SHX Text 18'
AutoCAD SHX Text 7'
AutoCAD SHX Text 7'
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text 18"
AutoCAD SHX Text 0.22
AutoCAD SHX Text 0.25
AutoCAD SHX Text 36"
AutoCAD SHX Text
AutoCAD SHX Text 5.5
AutoCAD SHX Text 5.5
AutoCAD SHX Text N/A
AutoCAD SHX Text Est.
Rat Guard
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2.5 36 5
108 18 2
AutoCAD SHX Text
%%URAT GUARD
AutoCAD SHX Text
%%U(AGRI-DRAIN OR EQUIVALENT)
AutoCAD SHX Text RAT GUARD MATERIAL: STAINLESS STEEL-24" DIA. OR SMALLER PIPE, ZINC DICHROMATE PLATED STEEL-GREATER THAN 24" DIA. PIPE
AutoCAD SHX Text
RAT GUARD
AutoCAD SHX Text
2/11/21 8:45 AM
AutoCAD SHX Text
AutoCAD SHX Text
OK-DWG-100
AutoCAD SHX Text
AutoCAD SHX Text Unit_3_Okdwg606a.dwg
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2/20201
AutoCAD SHX Text 2/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W1/2 SW1/4 S24 T23N_R1W
AutoCAD SHX Text Noble County, OK County, OKOK
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
AutoCAD SHX Text Steve Mornhinweg/Unit #3
AutoCAD SHX Text Channel Elevation
AutoCAD SHX Text Invert Elevation
AutoCAD SHX Text %%uAUXILIARY SPILLWAY
AutoCAD SHX Text %%uCROSS SECTION
AutoCAD SHX Text 10 :1
AutoCAD SHX Text 10 :1
AutoCAD SHX Text 10 :1
AutoCAD SHX Text 10 :1
AutoCAD SHX Text S= 0.028 ft/ft
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 1.5:1
AutoCAD SHX Text 4" Dia. steel nipple with plastic threaded cap
AutoCAD SHX Text Top of Dam Elev.
AutoCAD SHX Text Auxiliary Spillway Elev.
AutoCAD SHX Text Principal Spillway Elev.
AutoCAD SHX Text %%uCROSS SECTION OF EMBANKMENT ALONG CENTERLINE OF PRINCIPAL SPILLWAY
AutoCAD SHX Text Notes: For Trash Guard Detail see drawing OK-DWG-No. . Core Embankment from 2+62 - 3+12 as shown. Strip remainder of Embankment 6 inches. Concrete shall be reinforced with one layer of 6" x 6" x 10 gage welded wire fabric in center slab or with polypropylene fibers (FRC).
AutoCAD SHX Text %%uCROSS SECTION OF RISER
AutoCAD SHX Text %%uTOP VIEW
AutoCAD SHX Text %%uSIDE ELEVATION
AutoCAD SHX Text 91.6%%D
AutoCAD SHX Text Weld pipe stub to riser pipe with 1/4" continuous fillet weld.
AutoCAD SHX Text %%uQUANTITIES
AutoCAD SHX Text Concrete 1.8 Cu. Yds.
AutoCAD SHX Text Earthwork 1,790 Cu. Yds.
AutoCAD SHX Text C of Embankment Sta. 2+87 of profile
AutoCAD SHX Text L
AutoCAD SHX Text First Anti-Seep Collar
AutoCAD SHX Text Weld
AutoCAD SHX Text Fillet Verticial
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text %%uSECTION A-A
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text Core
AutoCAD SHX Text Riser Ft. of I.D. of inch thick welded steel pipe. Barrel Ft. of I.D. of inch thick welded steel pipe Anti-Seep Collars Anti-Seep Collars Ft. x Ft. spaced Ft. apart. Minimum thickness is 1/4".
AutoCAD SHX Text 907.1
AutoCAD SHX Text 906.6
AutoCAD SHX Text 906.0
AutoCAD SHX Text 905.5
AutoCAD SHX Text 905.0
AutoCAD SHX Text 904.5
AutoCAD SHX Text Barrel Invert Elev.
AutoCAD SHX Text 904.0
AutoCAD SHX Text 20'
AutoCAD SHX Text 26.9'
AutoCAD SHX Text 10'
AutoCAD SHX Text 2'
AutoCAD SHX Text 10'
AutoCAD SHX Text 901.0
AutoCAD SHX Text 901.0
AutoCAD SHX Text 17'
AutoCAD SHX Text 7'
AutoCAD SHX Text 7'
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text 2.5
AutoCAD SHX Text 18"
AutoCAD SHX Text 0.22
AutoCAD SHX Text 0.25
AutoCAD SHX Text 36"
AutoCAD SHX Text
AutoCAD SHX Text 5.5
AutoCAD SHX Text 5.5
AutoCAD SHX Text N/A
Rat Guard
UNIT 2 PROFILE
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Sheet 5 of 9
Estimated Yardage - 116 CY
AutoCAD SHX Text
UNIT 2 - PROFILE
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AutoCAD SHX Text 0+00
AutoCAD SHX Text 0+50
AutoCAD SHX Text 1+00
AutoCAD SHX Text 1+50
AutoCAD SHX Text 2+00
AutoCAD SHX Text 2+50
AutoCAD SHX Text 3+00
AutoCAD SHX Text 3+25
AutoCAD SHX Text
UINIT 3 - PROFILE
AutoCAD SHX Text
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AutoCAD SHX Text 0+00
AutoCAD SHX Text 0+50
AutoCAD SHX Text 1+00
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AutoCAD SHX Text 2+00
AutoCAD SHX Text 2+50
AutoCAD SHX Text 3+00
AutoCAD SHX Text 3+50
AutoCAD SHX Text 4+00
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AutoCAD SHX Text 5+00
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AutoCAD SHX Text 6+00
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AutoCAD SHX Text 8+00
AutoCAD SHX Text 8+50
AutoCAD SHX Text 9+00
AutoCAD SHX Text 9+50
AutoCAD SHX Text 10+00
AutoCAD SHX Text 10+50
AutoCAD SHX Text 10+75
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2/1/2021
AutoCAD SHX Text 2/1/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Mornhinwegwre_wout_Lidar_rev
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet of
AutoCAD SHX Text File No.
AutoCAD SHX Text
3/15/21 10:21 AM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EMBANKMENT PLANS
AutoCAD SHX Text
STEVE MORNHINWEG - WREWRE
AutoCAD SHX Text
LAYOUT W DOC FIELDS
AutoCAD SHX Text SW Sec 24 T 23 N, R 1W
AutoCAD SHX Text Noble County, Oklahoma County, OklahomaOklahoma
AutoCAD SHX Text Sta: 0+00 ELEV: 906.4
AutoCAD SHX Text Sta: 1+01 ELEV: 906.9
AutoCAD SHX Text Sta: 2+01 ELEV: 906.9
AutoCAD SHX Text Sta: 2+90 ELEV: 906.4
AutoCAD SHX Text Sta: 0+96 ELEV: 906.4
AutoCAD SHX Text Sta: 2+06 ELEV: 906.4
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text Sta: 0+92.5 ELEV: 906.6
AutoCAD SHX Text Sta: 2+37 ELEV: 907.1
AutoCAD SHX Text Sta: 3+37 ELEV: 907.1
AutoCAD SHX Text Sta: 10+03 ELEV: 906.6
AutoCAD SHX Text Sta: 2+32 ELEV: 906.6
AutoCAD SHX Text Sta: 3+42 ELEV: 906.6
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text Natural Ground
AutoCAD SHX Text Sta: 0+00 ELEV: 90656
Sta: 1+67 ELEV: 906.5
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AutoCAD SHX Text See Detail A
AutoCAD SHX Text Rails weld
AutoCAD SHX Text Corner Post
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text Horizontal Rail
AutoCAD SHX Text See Pages 3 & 4 for
AutoCAD SHX Text details of riser.
AutoCAD SHX Text Corner posts are 1 " NPS pipe 12" NPS pipe (ASTM A53 Schedule 40).
AutoCAD SHX Text Rails are 1" NPS pipe for 8.9' and less lengths. (ASTM A53 Schedule 40).
AutoCAD SHX Text Cap and solid weld tops of corner posts. Attach rails with continuous weld to corners.
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text 3.
AutoCAD SHX Text Corner cap and weld
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text %%uDETAIL A
AutoCAD SHX Text %%uTRASH GUARD DETAILS
AutoCAD SHX Text %%uPLAN
AutoCAD SHX Text %%uSECTION
AutoCAD SHX Text All metal poles and braces are to be painted.
AutoCAD SHX Text 4.
AutoCAD SHX Text NOTES: 1. Fasten panels to each side and top with double looped, 10 gage insulated copper wire securely twisted. 2' maximum spacing for wire loops, with minimum 2 loops per post and 5 loops per brace. 2. Panels shall be 1/4" galvanized steel rods welded together to form a panel. Maximum spacing of rods shall be 6 inches vertical and 8 inches horizontal. 3. Panels placed across top shall be securely fastened together per Note 1. Trim panels to fit.
AutoCAD SHX Text WELDED WIRE MESH PANES (See Notes)
AutoCAD SHX Text
3/19/21 1:29 PM
AutoCAD SHX Text
AutoCAD SHX Text
OK-DWG-100
AutoCAD SHX Text
AutoCAD SHX Text Okdwg231a.dwg
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text S.E. Schneider Schneider
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2/2021
AutoCAD SHX Text 11/2016
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W SW S24 T23N R1W12 SW S24 T23N R1W14 S24 T23N R1W
AutoCAD SHX Text Noble County, OK County, OKOK
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
AutoCAD SHX Text 6'
AutoCAD SHX Text 6'
AutoCAD SHX Text 18"
AutoCAD SHX Text 18"
6" ra l R es ou rc es
Co ns er va tio n
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AutoCAD SHX Text
2.5:1 SLOPES
AutoCAD SHX Text
2.5:1 SLOPES
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TYPICAL SECTION PIPE INSTALLATION
AutoCAD SHX Text
PIPE
AutoCAD SHX Text %%uPIPE INSTALLATION & REMOVAL DETAIL
AutoCAD SHX Text
10:1 SLOPES
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10:1 SLOPES
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PIPE
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%%UPIPE COVER DETAIL
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NATURAL GROUND
AutoCAD SHX Text
10:1 SLOPES
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10:1 SLOPES
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%%UTYPICAL SECTION OF WETLAND EMBANKMENT
AutoCAD SHX Text
EXITSTING GROUND
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
(UNIT SIDE) EXITSTING GROUND
AutoCAD SHX Text W SW , Sec. 24-T23N-R1W12 SW , Sec. 24-T23N-R1W14, Sec. 24-T23N-R1W
AutoCAD SHX Text Noble County, OK
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text 02/21
AutoCAD SHX Text 02/21
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text
CONSTRUCTION DETAILS
AutoCAD SHX Text
STEVE MORNHINWEG - WRE
AutoCAD SHX Text
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet of
AutoCAD SHX Text File No.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text ra l R es ou rc es
Co ns er va tio n
Se rv ice
U ni te d
St at es D ep ar tm en t of
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40' 40'
64'
64'
170'
210'
AutoCAD SHX Text
BORROW
AutoCAD SHX Text
AREA
AutoCAD SHX Text
SPOIL AREA
AutoCAD SHX Text 3:1
AutoCAD SHX Text 3:1
AutoCAD SHX Text 3:1
AutoCAD SHX Text 3:1
AutoCAD SHX Text Spoils to be placed no more than 3 feet above natural ground.
AutoCAD SHX Text NOTE: Yardage is estimated at 2500 cubic yards based on the dimensions shown.
AutoCAD SHX Text
TYPICAL SECTION OF HABITAT
AutoCAD SHX Text
(SEE NOTE FOR SPOIL DISPOSAL)
AutoCAD SHX Text
(NOT TO SCALE)
AutoCAD SHX Text 10 : 1
AutoCAD SHX Text 10 : 1
AutoCAD SHX Text 2'
AutoCAD SHX Text
SPOIL
AutoCAD SHX Text NOTE: Spoil may be spread on one
AutoCAD SHX Text or both sides of the habitat area or
AutoCAD SHX Text used for fill elsewhere on the site as
AutoCAD SHX Text designated by the engineer or
AutoCAD SHX Text as designated on the drawings.
AutoCAD SHX Text 3 : 1
AutoCAD SHX Text 3 : 1
AutoCAD SHX Text 6'
AutoCAD SHX Text 10:1
AutoCAD SHX Text 10:1
AutoCAD SHX Text This circle pit meets specifications _____________
AutoCAD SHX Text Signature
AutoCAD SHX Text
3/19/21 1:33 PM
AutoCAD SHX Text
AutoCAD SHX Text
OK-DWG-100
AutoCAD SHX Text
AutoCAD SHX Text Full Circle Deep Water Habitat.dwg
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2/2021
AutoCAD SHX Text 2/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W1/2 SW1/4 S24 T23N_R1W
AutoCAD SHX Text Noble County, OK County, OKOK
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Designed
AutoCAD SHX Text Drawn
AutoCAD SHX Text Sheet of
AutoCAD SHX Text Drawing Name
AutoCAD SHX Text File Name
AutoCAD SHX Text Date
Steve Mornhinweg - WRE ra l R es ou rc es
Co ns er va tio n
Se rv ice
U ni te d
St at es D ep ar tm en t of
Ag ric ul tu re
Estimated Yardage - 3,759 CY
AutoCAD SHX Text Designed
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Approved
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text Dan Smith
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 3/15/2021
AutoCAD SHX Text 3/15/2021
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Full Easement.dwg
AutoCAD SHX Text Drawing No.
AutoCAD SHX Text Sheet of
AutoCAD SHX Text File No.
AutoCAD SHX Text
3/19/21 11:31 AM
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STEVE MORNHINWEG
AutoCAD SHX Text
WRE
AutoCAD SHX Text Unit #1 Excavation Limits
AutoCAD SHX Text SW Sec 24 T 23 N, R 1W
AutoCAD SHX Text Noble County, Oklahoma County, OklahomaOklahoma
AutoCAD SHX Text Original Ground
AutoCAD SHX Text Bottom of Pool 904.5
AutoCAD SHX Text Sta. 0+00
Sta 7+10
| Mornhinweg_WRE_Drawing package |
| pg 1 Vicinity Map_Cover Sheet |
| Sheets and Views |
| Layout View |
| pg 2 Full Easement |
| Sheets and Views |
| 11x17 Portrait |
| pg 3 Unit_2_Okdwg606a |
| Sheets and Views |
| Layout View |
| pg 4 Unit_3_Okdwg606a |
| Sheets and Views |
| Layout View |
| pg 5 Embankment Details |
| Sheets and Views |
| Layout w Doc Fields |
| pg 6 Trash Guard Details |
| Sheets and Views |
| Paper |
| pg 7 Construction Details |
| Sheets and Views |
| Paper-11x17 |
| pg 8 Full Circle Deep Water Habitat |
| Sheets and Views |
| Layout View |
| pg 9 Unit #1 Excavation Details |
| Sheets and Views |
| Layout w Doc Fields |
| pg 3 Unit_2_Okdwg606a |
| Sheets and Views |
| Layout View |
| pg 4 Unit_3_Okdwg606a |
| Sheets and Views |
| Layout View |
| pg 5 Embankment Details |
| Sheets and Views |
| Layout w Doc Fields |
| pg 9 Unit #1 Excavation Details |
| Sheets and Views |
| Layout w Doc Fields |
File details come from the government source that posted it. Updated .