5-3 - St. George Workforce Services Layout.pdf

PDF 3 MB Posted

Attached to
DFCM Maintenance - Grounds Maintenance Services - Invitation to Bid - St. George Courthouse and St. George Workforce Services
Solicitation number
SB26014
Issued by
Utah

About this file

This document is a demolition and site plan for the St. George Workforce Services facility, prepared by the Utah Department of Workforce Services Division of Facilities, Construction and Management (DFCM) in coordination with Jones & DeMille Engineering, Inc. The project encompasses site drainage and HVAC upgrades at the St. George Workforce Services office, with detailed demolition and installation plans outlined across multiple sheets. The demolition phase (Sheet C-100) includes removal of curb and gutter (90 linear feet), concrete flatwork (100 square feet), sidewalk (440 square feet), HDPE storm drain pipe (120 linear feet), chain-link fence (240 linear feet), asphalt (180 square feet), and various other site elements including tree and shrub removal, inlet and bubble-up boxes, and a concrete waterway (162 linear feet). The site plan (Sheet C-101) identifies new installations including concrete valley gutters (119 linear feet), ADA concrete sidewalk (708 square feet), curb and gutter (90 linear feet), salvaged chain-link fence installation (140 linear feet), asphalt pavement repair (180 square feet), communications conduit (55 linear feet), rock landscaping (4,150 square feet), and a drip-line irrigation system. The project includes relocation of the water meter and irrigation box, protection of existing utilities including overhead electric lines, and installation of a new concrete landing pad (5 feet by 5 feet).

The project coordinates closely with City of St. George services including water, sewer, power, telephone, and natural gas utilities, requiring contractor notification to Blue Stakes of Utah prior to excavation. The contractor is responsible for developing a traffic control plan compliant with City of St. George requirements and must protect existing utilities and coordinate any necessary service interruptions. The document specifies that utility locations are approximate and contractors must pothole as necessary to verify locations. General notes indicate a potential conflict between the new communications conduit and existing gas service line that requires potholes prior to conduit installation. The project is located within a 90-foot public right-of-way on East Street and includes provisions for maintaining west planter strip irrigation during construction. The benchmark elevation for the site is 2727.31 feet, with the facility fixture elevation at 2727.01 feet.

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Text version

SCO

EPP

EPP

EPP

M

M

G.W.

REBAR WITH ALPHA CAP

M

UTAH DEPARTMENT OF

WORKFORCE SERVICES

FFE = 2727.01

EA

ST

S

TR

EE

T

EPP

EPP

T

261.36'

.0

0'

171.00'

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

SHEET NUMBER

SHEET TITLE

COPYRIGHT:

C

DFCM STAMP:

D CREATED BY:

DESCRIPTIONMARK DATE

B

PROJECT TITLE:

CHK'D BY:

ISSUE TYPE:

ISSUE DATE:

CAD DWG FILE:

DRAWN BY:

DFCM PROJECT NO:

CAD PROJECT NO:

Phone: (801) 538 - 3018 Salt Lake City, Utah 84114 4110 State Office Building

DFCM

dfcm.utah.gov

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

DFCM - st george dws office site drainage & hvac upgrade

22344510 pbs

C-100 demolition plan

2270159

KEY NOTES

REMOVE CURB AND GUTTER

REMOVE CONCRETE FLATWORK

REMOVE SIDEWALK

DISCONNECT AND REMOVE

CONDENSING UNIT (SEE

MECHANICAL SHEETS)

SAWCUT AND REMOVE ASPHALT

REMOVE HDPE STORM DRAIN PIPE

EXPOSE, CUT, ABANDON AND FLOW

FILL EXISTING HDPE STORM DRAIN

PIPE

ABANDON AND CAP PIPE

REMOVE INLET BOX

REMOVE BUBBLE-UP BOX AND

GRATE IN CURBLINE.

RELOCATE IRRIGATION BOX,

IRRIGATION LINE AND SPRINKLERS

(SEE C-101)

REMOVE & SALVAGE CHAIN-LINK

FENCE

REMOVE SHRUB/VEGETATION

PROTECT IN PLACE GAS METER

PROTECT EXISTING TREE

PROTECT IN PLACE ROOF DRAIN

DOWNSPOUTS

RELOCATE EX. 34" WATER METER

AND IRRIGATION BOX BEHIND

SIDEWALK. COORDINATE WITH CITY

INSPECTOR AND CREWS PRIOR TO

DEMO OF SIDEWALK.

PROTECT EXISTING BOUNDARY

CORNER

EXPOSE, CUT AND FILL DRAIN PIPES.

DISCONNECT AT SCUPPER.

PROTECTING OVERHEAD ELECTRIC,

POLE AND GUY WIRE

REMOVE CONCRETE WATERWAY

REMOVE EXISTING SLUICE GATE AND

CAP PIPE

REMOVE ALL TREES INSIDE FENCE

AND TREE TRUNKS WHERE CHAIN

LINK IS PENETRATED. REMOVE ALL

SHRUBS. CAP/REMOVE IRRIGATION.

WEST PLANTER STRIP IRRIGATION

MUST BE MAINTAINED.

44 44 4

GENERAL NOTES:

1. UTILITY LOCATIONS ARE APPROXIMATE.

CONTRACTOR TO CONTACT BLUE STAKES

AND POTHOLE AS NECESSARY.

2. UTILITY SERVICE CONNECTIONS MAY NOT

BE DISTURBED DURING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE UTILITY

INTERRUPTIONS THAT MAY OCCUR.

3. CONTRACTOR RESPONSIBLE FOR TRAFFIC

CONTROL PLAN AND DEVICES PER CITY OF

ST. GEORGE REQUIREMENTS.

21 21

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

Feet 0 20 40

ESTIMATED QUANTITIES

ITEM AMOUNT UNITS

REMOVE CURB AND GUTTER 90 L.F.

REMOVE CONCRETE FLATWORK 100 S.F.

REMOVE SIDEWALK 440 S.F.

REMOVE HDPE STORM DRAIN PIPE 120 L.F.

ABANDON AND FLOW-FILL 12"PIPE 60 L.F.

REMOVE/SALVAGE CHAIN-LINK FENCE 240 L.F.

REMOVE INLET BOX 2 EACH

REMOVE BUBBLE-UP BOX AND GRATE 1 LUMP

SAW-CUT AND REMOVE ASPHALT 180 S.F.

TREE AND SHRUB REMOVAL APPX. 10 L.S.

REMOVE CONCRETE WATERWAY 162 L.F.

WARNING:

HIGH VOLTAGE

OVERHEAD POWER

USE EXTREME CAUTION

SEE SHEET "B3" C-501 FOR

WARNING SIGN REQUIREMENTS

' P

U

BL

IC

R

.O .W

UTAH STATE

SG-229-A-1

UNITED STATES OF AMERICA

SG-226-B

RECORD DRAWINGS

6-29-22

07/08/2022

EPP

EPP

EPP

M

M

G.W.

REBAR WITH ALPHA CAP

M

UTAH DEPARTMENT OF

WORKFORCE SERVICES

FFE = 2727.01

EA

ST

S

TR

EE

T

EPP

EPP

M

108.26'

2.

29.30'

.1

4'

6.

9.

5.18'

5.08'

30.86'

T

2.00' MIN.

5.

5.00'

INSTALL NEW 5'X5' CONCRETE

LANDING WITH NORTH SIDE OF

LANDING LINED UP WITH NORTH

SIDE OF THE DOOR AND

INSTALLED AT FLOOR LEVEL.

.8

1'

1.

261.36'

.0

0'

171.00'

1 2 3 4 5

A

B

C

D

1 2 3 4 5

A

SHEET NUMBER

SHEET TITLE

COPYRIGHT:

C

DFCM STAMP:

D CREATED BY:

DESCRIPTIONMARK DATE

B

PROJECT TITLE:

CHK'D BY:

ISSUE TYPE:

ISSUE DATE:

CAD DWG FILE:

DRAWN BY:

DFCM PROJECT NO:

CAD PROJECT NO:

Phone: (801) 538 - 3018 Salt Lake City, Utah 84114 4110 State Office Building

DFCM

dfcm.utah.gov

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

DFCM - st george dws office site drainage & hvac upgrade

22344510 pbs

C-101 site plan

2270159

KEY NOTES

CONCRETE VALLEY GUTTER (SEE SHEET C-501)

NARROWED CONCRETE VALLEY GUTTER (SEE

SHEET C-501)

SIDEWALK DRAIN (SEE C-501)

ADA CONCRETE SIDEWALK, PER STD DWG #120

(SEE C-501)

CURB & GUTTER (HB30-B), PER STD DWG #100

(SEE C-501)

PROTECT IN PLACE EXISTING WATERWAY

ADJUST ROOF DRAIN DOWNSPOUT TO VALLEY

GUTTER ELEVATION

CONDENSER UNIT AND STAND LOCATION (SEE

MECHANICAL SHEETS)

ASPHALT PAVEMENT REPAIR. (SEE GEN. NOTE 3 &

C-501)

RELOCATE IRRIGATION BOX AND PIPING,

PROVIDE DRIP SYSTEM FOR EXISTING TREES.

INSTALL 2" COMMUNICATIONS CONDUIT FOR

FUTURE USE

ROCK LANDSCAPING AREA 3" THICK WITH WEED

BARRIER. MATCH SITE ROCK

RELOCATE 34" WATER METER AND IRRIGATION

BOX TO BACK OF SIDEWALK

REPLACE EXISTING CHAINLINK MESH

7 7 7

Feet 0 20 40

PROJECT BENCHMARK

RIVET IN CONCRETE CAP

LOT BOUNDARY CORNER

ELEVATION: 2727.31

1 1

GENERAL NOTES

1. LIKELY CONFLICT WITH NEW

COMMUNICATIONS CONDUIT AND

EXISTING GAS SERVICE LINE. POTHOLE

CROSSINGS PRIOR TO INSTALLATION OF

CONDUIT.

2. INSTALL 2" COMMUNICATIONS CONDUIT

WITH MULE TAPE. LEAVE 3' CONDUIT

EXPOSED ABOVE GROUND ON BOTH

ENDS. BURY CONDUIT WITH 24" MINIMUM

DEPTH OF COVER.

3. PAVEMENT SECTION SHALL BE THE

GREATER OF EXISTING ADJACENT

PAVEMENT OR 3-IN HMA, 6-IN BASE, 12-IN

SUB-BASE (PER TABLE 4.2 OF ST. GEORGE

CITY CONSTRUCTION STANDARDS)

WATER

CITY OF ST.

GEORGE

SEWER

CITY OF ST.

GEORGE

OVERHEAD POWER

ST. GEORGE CITY

TELEPHONE

CENTURYLINK

NATURAL GAS

DOMINION ENERGY

' P

U

BL

IC

R

.O .W

EDIPHINE DRIPLINE

EDIPHINE DRIPLINE

ESTIMATED QUANTITIES

ITEM AMOUNT UNITS

CONCRETE VALLEY GUTTER 119 L.F.

NARROWED CONCRETE VALLEY GUTTER 80 L.F.

SIDEWALK 708 S.F.

CURB AND GUTTER 90 L.F.

SIDEWALK DRAIN 1 EACH

INSTALL SALVAGED CHAIN LINK FENCE 140 L.F.

ASPHALT PAVEMENT REPAIR 180 S.F.

2" COMMUNICATIONS CONDUIT 55 L.F.

ROCK LANDSCAPE AREA (3" THICK AND WEED BARRIER) 4150 S.F.

DRIP LINE IRRIGATION SYSTEM 1 LUMP

RELOCATE WATER METER 1 LUMP

LANDSCAPE CURB 27 L.F.

WARNING:

HIGH VOLTAGE

OVERHEAD POWER

USE EXTREME CAUTION

SEE SHEET "B3" C-501 FOR

WARNING SIGN REQUIREMENTS

UTAH STATE

SG-229-A-1

UNITED STATES OF AMERICA

SG-226-B

RECORD DRAWINGS

6-29-22

07/08/2022

File details come from the government source that posted it. Updated .