1-Farmington CGS Project Drawings 3.20.2026.pdf
PDF 14 MB Posted
- Attached to
- Farmington CGS Project
- Solicitation number
- FarmingtonCGS2026
- Issued by
- Davis County, Utah
About this file
Farmington CGS Project Summary
This is a set of construction project drawings for the Farmington CGS Project submitted by Farmington City, Utah. The project involves the installation of curb, gutter, sidewalk, and asphalt along 500 South Street and a right-of-way on 200 East in Farmington, Utah. Work includes relocating and adjusting utility boxes and meters, concrete and landscaping removal and repair, tree removal where required, ADA ramp replacement, driveway approach installation and repair, mailbox relocation, and various utility coordination tasks. The drawings contain ten sheets detailing project locations, notes and contacts, and specific construction requirements across multiple street segments including 978 West, 912 West, 904 West, 862 West, 732 West, 690 West, 448 South, and 200 East. Sealed bids are due to the Farmington City Public Works Department at 720 West 100 North by 2:00 p.m. local time on April 16, 2026, with public opening and reading of bids to follow. Bidding documents became available online through the Utah Public Procurement Portal (Bonfire) on March 23, 2026, with all questions required to be submitted through the Bonfire website by April 13, 2026.
The project drawings were dated March 12, 2026, and prepared by B.W. with checking by C.W.B. General notes throughout the drawings emphasize the requirement to coordinate with Farmington City during surveying and staking, maintain specific sidewalk cross slopes of 1.0 percent with a maximum of 2.0 percent, and design curbs with a 2.0 percent cross slope to ensure proper drainage. Several utility relocations and adjustments are noted as requiring city coordination or third-party involvement, including culinary valve relocation by Farmington City, power pole relocation by Rocky Mountain Power, and sewer clean-out relocation. The drawings specify that all construction within Utah Department of Transportation (UDOT) right-of-way must conform to current UDOT standards and supplemental drawings, and contractors must obtain an encroachment permit from the applicable UDOT region permit office prior to commencing work.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-Farmington CGS Project Bid Document 3.20.2026.pdf |
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Text version
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SHEET INDEX
SHEET NO SHEET TITLE
1 COVER SHEET
2 NOTES AND CONTACTS
3 978 WEST
4 912 AND 904 WEST
5 904 AND 862 WEST
6 862 WEST
SHEET INDEX
SHEET NO SHEET TITLE
7 732 WEST
8 732 AND 708 WEST
9 690 W AND 448 S
10 200 EAST
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STATE ST
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PARK LANE
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U OF U HEALTH FARMINGTON HEALTH CENTER
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AREA 1 WEST OF TRAIL
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AREA 2 EAST OF TRIAL
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DNRG TRIAL
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CHURCH OF JESUS CHRIST OF LDS
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CHURCH OF JESUS CHRIST OF LDS
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WEST DAVIS CORRIDOR RAMP
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AREA 3 200 EAST
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SHEET NO.
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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FARMINGTON CGS PROJECT
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PROJECT LOCATION
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FARMINGTON, UTAH
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MARCH, 2026
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500 SOUTH STREET AND ROW ON 200 EAST
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PROJECT LOCATION
FARMINGTON CGS PROJECT 500 SOUTH STREET AND ROW ON 200 EAST
SHEET NO.
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FILE:
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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CURB TIGHT SIDEWALK TO AVOID
DAMAGING TREE ROOTS AND
LANDSCAPING
LANDSCAPE AND IRRIGATION
SYSTEM REPAIR ALONG NEW
SIDEWALK
978 W
GRAVEL
FILL IN GAPS WITH EXISTING GRAVEL
MATCH EXISTING
MATCH EXISTING
SECONDARY METER BOX
RAISE TO GRADE, ADJUST TO FIT
CULINARY METER
PROTECT IN PLACE
INSTALL SIDEWALK
INSTALL CURB AND GUTTER
INSTALL ASPHALT
SAWCUT ASPHALT
LANDSCAPE AND IRRIGATION
SYSTEM REPAIR ALONG NEW
SIDEWALK
INSTALL DRIVE APPROACH
MATCH EXISTING WIDTH
DRIVEWAY CONNECT/REPAIR
MATCH EXISTING
LEAVE AS SOD
FILL IN GAPS WITH SOD
MAILBOX PROTECT IN PLACE
ADA RAMP
REPLACEMENT
MATCH EXISTING
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SHEET NO.
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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FARMINGTON CGS PROJECT
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FARMINGTON, UTAH
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500 SOUTH STREET AND ROW ON 200 EAST
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
SECONDARY VALVE
RELOCATE BEHIND SIDEWALK
FARMINGTON CITY CULINARY VALVE
MOVED/RELOCATED BY FARMINGTON CITY
WILL NEED TO BE DONE LIVE
FIBEROPTIC/COMMUNICATION BOX
PROTECT IN PLACE
ADJUST IF ABLE
INSTALL DRIVE APPROACH
MATCH EXISTING WIDTH
INSTALL DRIVE APPROACH
MATCH EXISTING WIDTH INSTALL DRIVE APPROACH
MATCH EXISTING WIDTH
DRIVEWAY CONNECT/REPAIR
PROTECT IN PLACE
MAILBOX
PROTECT IN PLACE
POWER POLE
GRAVEL
FILL IN GAPS WITH EXISTING GRAVEL
GRAVEL
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MATCH EXISTING
SAWCUT ASPHALT
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FIRE HYDRANT
UNKNOWN VALVE
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RELOCATE MAIL BOX
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SHEET NO.
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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FARMINGTON CGS PROJECT
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PROJECT LOCATION
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FARMINGTON, UTAH
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MARCH, 2026
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500 SOUTH STREET AND ROW ON 200 EAST
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
FIBEROPTIC/COMMUNICATION BOX
PROTECT IN PLACE
ADJUST IF ABLE
INSTALL DRIVE APPROACH
MATCH EXISTING WIDTH
DRIVEWAY CONNECT/REPAIR
GRAVEL
FILL IN GAPS WITH EXISTING GRAVEL
GRAVEL
FILL IN GAPS WITH EXISTING GRAVEL
SAWCUT ASPHALT
PROTECT IN PLACE
MAILBOX
INSTALL CURB AND GUTTER
PROTECT IN PLACE
FIRE HYDRANT
UNKNOWN VALVE
904 W 862 W
RELOCATE MAIL BOX
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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FARMINGTON CGS PROJECT
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PROJECT LOCATION
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FARMINGTON, UTAH
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MARCH, 2026
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500 SOUTH STREET AND ROW ON 200 EAST
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
RELOCATE GAS POST SIGNS
RELOCATE PEDESTRIAN SIGN
GRAVEL
FILL IN GAPS WITH EXISTING GRAVEL
SAWCUT ASPHALT
PROTECT IN PLACE
MAILBOX
INSTALL ASPHALT
INSTALL SIDEWALK
INSTALL CURB AND GUTTER
862 W
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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500 SOUTH STREET AND ROW ON 200 EAST
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
REMOVE TREES (TYP)
REGRADE GRAVEL TO MATCH SIDEWALK AFTER INSTALL SAW CUT AND REPLACE SECTION OF DRIVEWAY
TO MATCH ELEVATION OF SIDEWALK
REMOVE VINYL PANEL FENCE (TYP.)
INSTALL CURB AND GUTTER INSTALL CURB AND GUTTER
REMOVE TREES (TYP)
732 W 732 W
INSTALL SIDEWALK
PROTECT IN PLACE
PEDESTAL
POWER POLE
PROTECT IN PLACE
POWER POLE,
PEDESTAL
FIRE HYDRANTSAW CUT ASPHALT
PROTECT IN PLACE
MAILBOXINSTALL DRIVE APPROACH
MATCH EXISTING WIDTH
PROTECT IN PLACE
METERS
INSTALL ASPHALT
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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FARMINGTON CGS PROJECT
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PROJECT LOCATION
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FARMINGTON, UTAH
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MARCH, 2026
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500 SOUTH STREET AND ROW ON 200 EAST
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
SAW CUT AND REPLACE SECTION OF DRIVEWAY
TO MATCH ELEVATION OF SIDEWALK
REMOVE VINYL PANEL FENCE (TYP.)
INSTALL CURB AND GUTTER
REMOVE TREES (TYP)
REMOVE TREES (TYP)
REMOVE PLANTER
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706 W
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POWER POLE,
PEDESTAL
FIRE HYDRANT
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MAILBOXINSTALL DRIVE APPROACH
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PROTECT IN PLACE
METERS
SECONDARY WATER METER
RELOCATE BEHIND SIDEWALK
FARMINGTON CITY CULINARY VALVE
MOVED/RELOCATED BY FARMINGTON CITY
WILL NEED TO BE DONE LIVE
PROTECT IN PLACE
FIBEROPTIC/COMMUNICATION BOX
RELOCATE SEWER CLEAN-OUT INTO PARK STRIP
DRIVEWAY CONNECT/REPAIR
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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FARMINGTON CGS PROJECT
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FARMINGTON, UTAH
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500 SOUTH STREET AND ROW ON 200 EAST
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
REMOVE PLANTER
MATCH EXISTING
INSTALL SIDEWALK
690 W 448 S
INSTALL CURB AND GUTTER
POWER POLE TO BE MOVED BY FARMINGTON CITY
VIA ROCKY MOUNTAIN POWER
INSTALL ASPHALT
ADA RAMP
REPLACEMENT
FIBEROPTIC/COMMUNICATION
BOX PROTECT IN PLACE
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720 WEST 100 NORTH
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FARMINGTON CITY
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PH. (801) 451-2624
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GENERAL NOTES 1. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 2. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0% 3. DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS DESIGN A 2% CROSS SLOPE FROM THE FRONT TOP EDGE OF SIDEWALK TO TOP BACK OF CURB (TBC) TO ENSURE SIDEWALK IS ABOVE FINISHED GRADE. 4. TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE TOP BACK OF CURB (TBC) ELEVATIONS TO MATCH EXISTING ELEVATIONS ACROSS THE STREET. COORDINATE WITH CITY TO ENSURE THE APPROVED DESIGN.
INSTALL ASPHALT
INSTALL SIDEWALK
INSTALL CURB AND GUTTER
SAW CUT ASPHALT
ADJUST AND STRAIGHTEN EXISTING ROCK WALL
TO FIT SIDEWALK
INSTALL 2 X 2 SQUARE LAND
DRAIN BOX WITH GRATED LID
AND PIPE 6 INCH SDR 35
TO CATCH BASIN
MATCH EXISTING
ADJUST TO GRADE SECONDARY METER BOX AND VALVE BOX
RESET EXISTING MAILBOX
ADJUST SEWER MANHOLE TO MATCH
ASPHALT GRADE ADD COLLAR
REBUILD OLD STORM DRAIN BOX TO ALIGN WITH CURB,
REPLACE GRATE WITH TRAFFIC RATED CURB INLET GRATE
ADJUST AND RAISE TO GRADE CULINARY WATER METER BOX WITH 30" METER BOX WITH A TRAFFIC RATED FLAT LID
POWER POLE PROTECT IN PLACE
DATA BOX PROTECT IN PLACE
1597 SOUTH 1603 SOUTH
200 EAST
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AutoCAD SHX Text
75 LF 6" SDR-35
AutoCAD SHX Text
75 LF 6" SDR-35
AutoCAD SHX Text 5.0
AutoCAD SHX Text 8.5
AutoCAD SHX Text 2.5
AutoCAD SHX Text 43.0
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SHEET NO.
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FILE:
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720 WEST 100 NORTH
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FARMINGTON CITY
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FARMINGTON, UTAH 84025
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PH. (801) 451-2624
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SCALE:
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DATE:
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DRAWN:
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CHECKED:
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NTS
AutoCAD SHX Text 3/12/2026
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FARMINGTON CGS PROJECT
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PROJECT LOCATION
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FARMINGTON, UTAH
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MARCH, 2026
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AutoCAD SHX Text E
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500 SOUTH STREET AND ROW ON 200 EAST
AutoCAD SHX Text 200 E
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FRONTAGE ROAD
AutoCAD SHX Text I-15
AutoCAD SHX Text 1600 S
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text S
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GENERAL NOTES 1. ALL CONSTRUCTION WITHIN THE UDOT RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT UDOT STANDARD (INCLUDING ALL CONSTRUCTION WITHIN THE UDOT RIGHT OF WAY SHALL CONFORM TO THE MOST CURRENT UDOT STANDARD (INCLUDING SUPPLEMENTAL) DRAWINGS AND SPECIFICATIONS. 2. THE CONTRACTOR IS TO OBTAIN AN ENCROACHMENT PERMIT FROM THE APPLICABLE UDOT REGION PERMIT OFFICE PRIOR TO THE CONTRACTOR IS TO OBTAIN AN ENCROACHMENT PERMIT FROM THE APPLICABLE UDOT REGION PERMIT OFFICE PRIOR TO COMMENCING WORK WITHIN UDOT RIGHT OF WAY. WORKING HOUR LIMITATIONS WILL BE LISTED IN THE LIMITATIONS SECTION OF THE ENCROACHMENT PERMIT. 3. CONTRACTOR IS REQUIRED TO HIRE AN INDEPENDENT COMPANY FOR ALL TESTING WITHIN THE UDOT RIGHT OF WAY. CONTRACTOR IS REQUIRED TO HIRE AN INDEPENDENT COMPANY FOR ALL TESTING WITHIN THE UDOT RIGHT OF WAY. 4. COORDINATE WITH CITY WHEN SURVEYING AND STAKING COORDINATE WITH CITY WHEN SURVEYING AND STAKING 5. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK TO BE DESIGNED WITH A CROSS SLOPE OF 1.0%. CONTACT CITY BEFORE INSTALLING SIDEWALK TO VERIFY CROSS SLOPE. SIDEWALK CROSS SLOPE SHALL NOT TO EXCEED 2.0%
| Sheets and Views |
| 500 South Drawing by Russell-Cover |
| 500 South Drawing by Russell-Notes |
| 500 South Drawing by Russell-SHEET 3 |
| 500 South Drawing by Russell-SHEET 4 |
| 500 South Drawing by Russell-SHEET 5 |
| 500 South Drawing by Russell-SHEET 6 |
| 500 South Drawing by Russell-SHEET 7 |
| 500 South Drawing by Russell-SHEET 8 |
| 500 South Drawing by Russell-SHEET 9 |
| 500 South Drawing by Russell-SHEET 10 |
File details come from the government source that posted it. Updated .