3-Drawings McMullin Subdivision Overlay.pdf
PDF 927 KB Posted
- Attached to
- IFB - McMullin Subdivision Overlay
- Solicitation number
- 2026-013
- Issued by
- Salt Lake County, Utah
About this file
This is a site plan drawing for the McMullin Subdivision Overlay project in South Jordan, Utah, prepared for an Invitation for Bid (IFB) solicitation. The project involves an asphalt overlay of existing streets within the McMullin Subdivision, with work specifications including a 1-1/2" edge mill and 2" overlay using PG 58-28 (3/8" APWA SuperPave) asphalt. The drawing depicts a 16-lot residential subdivision located at 10566 South 2700 West in South Jordan, spanning approximately 6.855 acres at a density of 2.33 lots per acre. The site plan shows the new 55-foot public roadway configuration, lot layouts, utility locations, easements, and infrastructure improvements including new 6-foot sidewalks, curb and gutter per APWA standards, street lighting, ADA ramps, and decorative masonry and vinyl fencing. Additional work includes lowering and raising monuments, valves, and sewer, storm, and water manhole lids to grade. The project must be substantially complete within 45 days from the Notice to Proceed, which the City anticipates issuing approximately April 20, 2026. Bids are to be submitted electronically through Bonfire, the State of Utah's procurement website, with all questions submitted through Bonfire's question and answer function.
The drawing includes detailed survey information, measurements, easements in favor of South Jordan City and the Utah Lake Irrigation Company, sight triangles with height restrictions, and existing site features including structures to be demolished, fences to be removed or retained, and utility infrastructure to remain. The project involves coordination with multiple utility systems including sewer easements in favor of the South Valley Sewer District, public utility easements, irrigation systems, and existing street lights and fire hydrants. No pricing information, set-asides, incumbent contractors, or specific funding sources are identified within this site plan drawing. The City reserves the right to reject any and all bids and re-advertise as deemed in its best interest.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1-Bid Schedule McMullin Subdivision Overlay.docx | DOCX document | |
| 2-Bid Document McMullin Subdivision Overlay.docx | DOCX document |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
W
E S
T
S
T R
E E
T
(P
UB
LIC
R
IG
HT
O F
W
AY
, W
ID
TH
V
AR
IE
S)
U
T
A
H
L
K
E
I
R
R
I
G
A
T
I
O
N
C
N
A
L
X
X
X X X X X X
X
X X
X
X
X
S
S
S
SDSD
WM
WM
SD
WM
WM
X
TR
EX CHAIN LINK FENCE
TO REMAIN
EX WIRE FENCE
TO BE REMOVED
EX CHAIN LINK FENCE
TO BE REMOVED
EX CONCRETE FENCE
TO REMAIN
SD
EX WIRE FENCE
TO BE REMOVED
EX HEADWALL
TO REMAIN
EX WIRE FENCE
TO BE REMOVED
EX WIRE FENCE
TO BE REMOVED
FFE=4553.4'
EB
EB
EX VINYL FENCE
TO REMAIN
SHED
EX BARN
TO BE
DEMOLISHED
EX HOUSE
TO BE
DEMOLISHED
1,978 SQ.FT.
COLUMNS (TYP)
EX CURB &
GUTTER TO
REMAIN
EX CURB & GUTTER
TO REMAIN
EX CURB & GUTTER
TO REMAIN
EX CURB & GUTTER
TO REMAIN
URBAN RIDGE ROAD
SD
SD
S
SD
EX CONCRETE FENCE
TO BE REMOVED
NORTH QUARTER OF SECTION 16,
TOWNSHIP 3 SOUTH, RANGE 1 WEST,
SALT LAKE BASE & MERIDIAN, FOUND
SALT LAKE COUNTY BRASS CAP MONUMENT
N 0°
'26
" E
9.2
1' (N
0°
'31 " E
.83
W
E S
T
S
T R
E E
T
(P
UB
LIC
R
IG
HT
O F
W
AY
, W
ID
TH
V
AR
IE
S)
33.00'
16.50'
33.00'
16.50'
33.00' 16.50'
MEASURED CENTERLINE
OF EXISTING CANAL
MEASURED CENTERLINE
OF EXISTING CANAL
MEASURED CENTERLINE
OF EXISTING CANAL
U
T
H
L
K
R
R
I
G
A
T
I
N
A
L
CANAL MAINTENANCE
ROAD
CANAL MAINTENANCE
ROAD
.50
.50
URBAN RIDGE ROAD
(A 44.0' PAVED PUBLIC RIGHT OF WAY)LOT 114
URBAN CROSSING
SUBDIVISION
CENTER OF SECTION 16, TOWNSHIP
3 SOUTH, RANGE 1 WEST, SALT LAKE
BASE & MERIDIAN, POINT OF BEGINNING
LESS & EXCEPTING PARCEL 1, FOUND
SALT LAKE COUNTY BRASS CAP MONUMENT
BENCHMARK ELEVATION=4545.43'
SOUTH QUARTER CORNER OF SECTION 16,
TOWNSHIP 3 SOUTH, RANGE 1 WEST, SALT
LAKE BASE & MERIDIAN, FOUND SALT LAKE
COUNTY BRASS CAP MONUMENT WITH RING & LID
S
W
S 89°59'34" E 333.39'
Δ=20°14'18"
R=675.23'
L=238.51'
CB=S 22°47'10" W
C=237.27'
N 89°59'53" E 624.41'
LOT 2
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
LOT 10
LOT 11
LOT 12
LOT 13
LOT 14
LOT 15 LOT 16
V
E
R
D
R
C
L
E
S 0°
'07
" E
.40
S 0°
'07
" E
.40
S 0°
'07
" E
.40
N 0°
'39
" W
8.0 0'
N 0°
'39
" W
.45
N 89°59'53" E 84.72' N 89°59'53" E 90.00' N 89°59'53" E 90.00' N 89°59'53" E 75.31'
.83
.50
.50
11.00'
27.50'
27.50'
27.50' 27.50'
27.50' 27.50'
LOT 1
S 64°06'48" W 61.50'
S 75°50'41" E 149.59'
S 59°35'23" E 134.57'
S 57°17'55" E 133.83'
S 36°27'39" E 150.55'
S 8°09'51" E 123.03'
S 47 °25
'40 " W
0.0
3'
N 66°19'40" W 116.60'
.78
.41
.80
4.3
9'
.26
8.4
5'
7.29' S 87°52'31" E 174.61'
189.98'
C1
C2
.16
.75 ' 27.50' 27.50'
N 0°00'42" E 34.00' C3
C4
N 3 2°
'05
" E
.28
.91
.37
C5
C6
C7 C8
C9
C10C11
C12
C13
2.2
8'
C1
C1
C1
C1
C1
C1
N 0°
'07
" W
8.9 1'
12.08'
.83
.10
13.92'
CONTAINS 12,001 SQ. FT.
OR 0.276 ACRES
2716 WEST
97.88' 90.00' 90.00' 90.33' N 89°59'53" E 205.50' N 89°59'53" E 162.72'
.59
1.3 8'
.44
.00
N 89°59'53" E 174.43' N 89°59'53" E 162.86'
C20
C21
C22
8.4
0'
CONTAINS 12,006 SQ. FT.
OR 0.276 ACRES
2734 WEST
CONTAINS 12,006 SQ. FT.
OR 0.276 ACRES
2762 WEST
CONTAINS 13,235 SQ. FT.
OR 0.304 ACRES
2774 WEST
CONTAINS 18,952 SQ. FT.
OR 0.435 ACRES
CONTAINS 15,953 SQ. FT.
OR 0.366 ACRES
N 89°59'53" E 410.57' 16.50'
C23
36.91' 42.50' 340.03' 15.00' 26.00'
CONTAINS 16,571 SQ. FT.
OR 0.380 ACRES
CONTAINS 18,377 SQ. FT.
OR 0.422 ACRES
CONTAINS 15,870 SQ. FT.
OR 0.364 ACRES
CONTAINS 19,921 SQ. FT.
OR 0.457 ACRES
127.54' 205.85'
CONTAINS 17,734 SQ. FT.
OR 0.407 ACRES
CONTAINS 16,054 SQ. FT.
OR 0.369 ACRES
CONTAINS 13,631 SQ. FT.
OR 0.313 ACRES
CONTAINS 15,919 SQ. FT.
OR 0.365 ACRES
CONTAINS 17,993 SQ. FT.
OR 0.413 ACRES
CONTAINS 19,131 SQ. FT.
OR 0.439 ACRES
10608 SOUTH
SLOPE EASEMENT
IN FAVOR OF SJC
SLOPE EASEMENT
IN FAVOR OF SJC
30'X30' SIGHT TRIANGLE
NO IMPROVEMENTS
OVER 3' HIGH ALLOWED
30'X30' SIGHT TRIANGLE
NO IMPROVEMENTS
OVER 3' HIGH ALLOWED
30'X30' SIGHT TRIANGLE
NO IMPROVEMENTS
OVER 3' HIGH ALLOWED
LP
LP
EXISTING STREET
LIGHT TO REMAINEXISTING STREET
LIGHT TO REMAIN
EXISTING STREET
LIGHT TO REMAIN
EXISTING STREET
LIGHT TO REMAIN
LP
11.0'
.0'
S
S
S
S
WM
WM
WM
WM
WM
WM
WM
WM
WM WM WM
EXISTING FIRE HYDRANT
TO REMAIN
EXISTING FIRE HYDRANT
TO REMAIN
WM
WM
NEW 6' MASONRY FENCE
SEE SCOPE NOTE 9
NEW 6' MASONRY FENCE
SEE SCOPE NOTE 9
END MASONRY FENCE
END MASONRY FENCE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NEW 6' VINYL FENCE ALONG CANAL
NEW 6' VINYL FENCE ALONG CANAL
END NEW 6' VINYL FENCE
END NEW 6' VINYL FENCE
11' STRIP TO BE
DEDICATED TO SJC
16.50'
5.00' 6.00'
16.50' 5.00' 6.00'
10.00'
10.00'
END NEW 6' MASONRY FENCE
SEE SCOPE NOTE 11
20.76'
21.00'
CONNECT NEW SIDEWALK
FLUSH WITH EXITING SIDEWALK
WM
20.00'
SEW
ER
EASEMENT
20.00'
SEWER
EASEMENT
LP
EXISTING CITY IRRIGATION METER
AND VALVE BOXES TO REMAIN,
SEE LANDSCAPE PLANS FOR
PLANTING PLAN AND IRRIGATION
REPAIRS
10'X10' SIGHT TRIANGLE
NO IMPROVEMENTS
OVER 3' HIGH ALLOWED
10'X10' SIGHT TRIANGLE
NO IMPROVEMENTS
OVER 3' HIGH ALLOWED
10.0' P.U.E.
10.0' P.U.E.
10.0' P.U.E.
SITE TRIANGLE EASEMENT NO DRIVEWAY
OR ACCESS ALLOWED WITHIN EASEMENT
SITE TRIANGLE EASEMENT NO DRIVEWAY
OR ACCESS ALLOWED WITHIN EASEMENT
.0'
S
NO
W
EA
SE
ME
NT
10.0' P.U.E.
10.0' P.U.E.
10.0' P.U.E.
20' WIDE SEWER EASEMENT
IN FAVOR OF SOUTH VALLEY
SEWER DISTRICT, ENTRY
NO.__________ BK._______
PG.__________
W
EXISTING CURB AND GUTTER
TO BE REMOVED FOR INSTALLATION
OF NEW STREET CONNECTION
6-24-19
SCALE: 1" =
NORTH
40'
0 20' 40' 80' 120'
PROJECT NO:
DRAWN BY:
CHECKED BY:
DATE:
RE
VI
SI
O
N S
RE
V
DA
TE
DE
SC
RI
PT
IO
N
M cM
U
LL
IN
S
U
BD
IV
IS
IO
N s 2 w
SO
U
TH
JO
RD
AN
, U
TA
H
19094
RJP
RJP
6-24-19
SITE PLAN
C1.01
KEYED NOTES:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS:
NEW 55' PUBLIC ROADWAY WITH 3.5" STANDARD DUTY ASPHALT PAVEMENT OVER 10"
ROAD BASE OVER 11" SUB-BASE . SEE GEOTECHNICAL INVESTIGATION REPORT FROM
IGES FOR ADDITIONAL INFORMATION ON FILL MATERIALS AND SUB-GRADE
PREPARATION.
NEW 6' SIDEWALK PER SOUTH JORDAN SPECIFICATIONS. 5" CONCRETE OVER 6" BASE .
NEW CATEGORY 4 STREET LIGHT PER SOUTH JORDAN CITY STANDARDS AND
SPECIFICATIONS. SEE DETAIL SHEET C5.01
NEW CURB & GUTTER PER APWA STANDARD PLAN '205' TYPE "A". SEE DETAIL, SHEET
C5.01.
THERMO TAPE 12" WIDE SOLID WHITE STOP BAR AS SHOWN PER SJC STANDARDS.
NEW 24" STOP SIGN (R1-1) PER MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
STANDARDS AND SPECIFICATIONS. SEE SIGN INSTALLATION DETAIL S-3 SHEET C5.01.
NEW STREET SIGN PER SJC STANDARDS AND SPECIFICATIONS. SEE DETAIL S-3 SHEET
C5.01.
NEW ADA RAMP PER SOUTH JORDAN CITY STANDARDS AND SPECIFICATIONS.
6' TALL OLYMPUS PRECAST "RENAISSANCE" DECORATIVE MASONRY FENCE ALONG 2700
WEST PER CITY APPROVAL. CONTRACTOR TO MATCH WALL COLOR TO THE SOUTH.
INSTALL CONCRETE MOW STRIP FROM BACK OF SIDEWALK TO UNDERSIDE OF
CONCRETE PANEL TO PREVENT WEEDS.
30'x30' CLEAR VISION SITE AREA MEASURED FROM BACK OF SIDEWALK PER SOUTH
JORDAN CITY.
EXISTING CHAIN LINK FENCE TO BE REMOVED AND A 6' TALL OLYMPUS PRECAST
"RENAISSANCE" DECORATIVE MASONRY FENCE IS TO BE INSTALLED ALONG NORTH
PROPERTY LINE PER CITY STANDARDS. CONTRACTOR TO MATCH WALL COLOR TO THE
SUBDIVISION TO THE SOUTH. FOOTINGS OF PILLARS MUST NOT EXTEND INTO
NEIGHBORING PROPERTY TO THE NORTH. PROPERTY LINE TO BE MARKED AT REGULAR
INTERVALS TO AVOID POSSIBLE ENCROACHMENT.
HATCHED AREA TO BE DEDICATED TO SOUTH JORDAN CITY AS PAST BACK OF WALK.
INSTALL NEW CURB AND GUTTER PER APWA STANDARD PLAN 205 TYPE A. MATCH
EXISTING FLOW LINES AT TIE IN LOCATIONS. SEE CURB DETAIL SHEET C5.01.
NEW 6' VINYL FENCE WITH STEEL INSERT RE-ENFORCEMENT ALONG CANAL PROPERTY
LINE.
ASPHALT REPAIR FOR UTILITY INSTALLATION PER SJC STANDARD DRAWING 3010. SEE
DETAIL SHEET C5.01. 3.5 " ASPHALT OVER 10" ROAD BASE . SEE GEOTECH REPORT FOR
ADDITIONAL INFORMATION ON ASPHALT INSTALLATION.
NEW DRIVE APPROACH FOR LOT 16 TO HAVE CONDUIT INSTALLED BENEATH IT FOR THE
WIRING FOR THE CITY IRRIGATION SYSTEM.
25 MPH SPEED LIMIT SIGN PER CITY STANDARDS.
DEMOLISH AND LEGALLY DISPOSE OF WASTE
EXISTING DRIVE APPROACH TO BE DEMOLISHED AND LEGALLY DISPOSED OF. PARK
STRIP LANDSCAPING AND IRRIGATION TO BE IN FILLED, SEE LANDSCAPE PLANS.
EXISTING ADA RAMPS
TO REMAIN
2 12 12
DENSITY:
DENSITY=16 LOTS/6.855 ACRES = 2.33 LOTS PER ACRE
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Line ll
JFrancis Line
JFrancis Line
JFrancis Line
JFrancis Text Box
11,795 SQFT
jnielson Callout
EDGE MILL & OVERLAY URBAN RIDGE ROAD
File details come from the government source that posted it. Updated .