9--9- Plans- PAR125951 Sugar House Park Pond Dredge.pdf

G-001

2001.

. 4-700

KCIY,84114

O385.468.1800 www.slco.org/parks-recreation/

G-101 I

SUGAR HOUSE PARK

POND DREDGING

GIG

-102 GIIO

I IVICIIY

I-80

2100O

GOK

KCOYKCIO

OJCGOG

O385.468.1819 .Idsonntag@saltlakecounty.gov

KCOYKCIO

OCIICOOFOIOKJCKO

O385.468.1846 .Ijackson@saltlakecounty.gov

I-15

I-80

OK

-101 I-O

I

OCO20,2025

KCOYKCIO

GOKICVIOCIY

O801.450.0334 .Icthayer@saltlakecounty.gov

GOK13302100,KCIY,84106

GOK

BENCHMARK

4405.68

BENCHMARK

4401.14

EXISTING POWER PANEL

SEE DEMO NOTES

EXISTING POWER CABLES TYP

SEE DEMO NOTES

EXISTING BUOY AND CONCRETE ANCHOR

LOCATION TYP, SEE DEMO NOTES

IGY

Y

CCKY

OJ.

10/22/25

G-100

2001.

. 4-700

KCIY,84114

O385.468.1800

I

C

IO

O

V

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, o r c om m er cia lly e xp loi te d in wh ole o r in p ar t w ith ou t t he so le an d ex pr es s w ritt en p er m iss ion fro m Sa lt L ak e Co un ty.

Th es e d ra wi ng s a re av ail ab le fo r lim ite d re vie w a nd e va lua tio n b y c lie nt s, c on su lta nt s, c on tra ct or s, go ve rnm en t a ge nc ies , v en do rs, a nd o ffic e pe rso nn el on ly in ac co rd an ce w ith th is n ot ice

G

K

X

I G

STAGING AREA /

CONSTRUCTION

ACCESS

STAGING AREA / CONSTRUCTION ACCESS

STAGING AREA /

CONSTRUCTION

ACCESS

4406 4407

4406 4407

4398 4399 4400 4401

EXISTING CONDITIONS NOTES AND REQUIREMENTS

1. LOCATED WITHIN THE SILT MATERIAL ARE 4 POWER CABLES THAT SERVICE AN ARRAY OF

AERATION EQUIPMENT

2. THE AERATION EQUIPMENT HAS BEEN REMOVED BUT THE POWER CABLES REMAIN

3. CONTRACTOR SHALL REMOVE AND DISPOSE OF THE POWER CABLES DURING THE

EXCAVATION

4. CONTRACTOR MUST DISCONNECT THE CABLES FROM THE POWER PANEL AND NOT DAMAGE

THE PANEL OR CONDUIT DURING REMOVAL OF CABLES FROM THE POND BED

5. BUOYS INDICATE LOCATION OF CABLE TERMINIUS. SALVAGE AND RETURN BUOYS TO OWNER

6. AT EACH TERMINUS A SERIES OF 3 ANCHOR CABLES WITH CONCRETE ANCHORS (5 GALLON

BUCKETS) MUST ALSO BE REMOVED AND DISPOSED OF (12 TOTAL)

7. REINSTALLATION OF CABLE AND ANCHORS BY OTHERS.

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43994400

BENCHMARK

4405.68

BENCHMARK

4401.144394

4391x 4390

EXISTING POWER PANEL

SEE DEMO NOTES

EXISTING POWER CABLES TYP

SEE DEMO NOTES

EXISTING BUOY AND CONCRETE ANCHOR

LOCATION TYP, SEE DEMO NOTES

IGY

G-101

2001.

. 4-700

KCIY,84114

es ign s sh ow n a nd d es cr ibe d h er ein in clu din g a ll te ch nic al d ra wi ng s, g ra ph ic re pr es en ta tio n & m od els th er eo f, a re pr op rie ta ry & c an n ot be c op ied , d up lic at ed

, o r c om m er cia lly e xp loi te d in wh ole o r in p ar t w ith ou t t he so le an d ex pr es s w ritt en p er m iss ion fro m Sa lt L ak e Co un ty.

Th es e d ra wi ng s a re av ail ab le fo r lim ite d re vie w a nd e va lua tio n b y c lie nt s, c on su lta nt s, c on tra ct or s, go ve rnm en t a ge nc ies , v en do rs, a nd o ffic e pe rso nn el on ly in ac co rd an ce w ith th is n ot

6' -0

EXISTING SIDEWALK

(PROTECT IN PLACE)

EXISTING CONCRETE APRON

(PROTECT IN PLACE)

3:1 SLOPE (TYP.)

SG-101

1 POND FINISHED GRADE SECTION (TYP.)

SCALE: NTS

GENERAL NOTES AND REQUIREMENTS

1. CONTRACTOR IS RESPONSIBLE FOR GENERATING AND SUBMITTING A SWPPP TO THE STATE AND

ACQUIRING ANY AND ALL NECESSARY CONSTRUCTION STORM WATER PERMITS.

2. CONTRACTOR SHALL DREDGE THE ENTIRE POND PER THE TYPICAL SECTION ON THIS SHEET.

3. THE CONTRACTOR SHALL COORDINATE ALL WORK AND SCHEDULES WITH THE COUNTY.

4. THE COUNTY WILL BE RESPONSIBLE FOR DRAINING THE POND. THE CONTRACTOR SHALL

COORDINATE WORK AND PROVIDE SUFFICIENT NOTICE TO THE COUNTY OF INTENT TO BEGIN

CONSTRUCTION IN ORDER TO ALLOW SUFFICIENT TIME TO DRAIN THE POND.

5. THE ESTIMATED AMOUNT OF DREDGING MATERIAL IS APPROXIMATELY 13,700 CUBIC YARDS.

CONTRACTOR SHALL BE RESPONSIBLE FOR TRACKING AND PROVIDING HAUL TICKETS

VERIFYING THE VOLUME OF SOIL EXCAVATED AND HAULED. IF IT APPEARS AS IF THE VOLUME OF

THE ON-SITE MATERIAL WILL EXCEED THE APPROXIMATE 13,700 CUBIC YARDS, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COUNTY PROJECT MANAGER. COSTS FOR

ADDITIONAL EXCAVATION AND HAULING OF MATERIAL BEYOND THE 13,700 CUBIC YARDS SHALL BE BASED ON THE UNIT COST SUBMITTED AT THE TIME OF BIDDING. IF IT IS DETERMINED THAT THERE IS MORE MATERIAL THAN WHAT WAS ESTIMATED, THE PROJECT MANAGER WILL SUBMIT A

PROPOSAL REQUEST TO THE CONTRACTOR AND THE CONTRACTOR WILL THEN BE RESPONSIBLE

TO ESTIMATE THE REMAINING VOLUME OF MATERIAL AND PROVIDE A COST TO EXCAVATE AND

HAUL THE REMAINING MATERIAL, BASED ON THE UNIT COST PREVIOUSLY SUBMITTED. THE

PROJECT MANAGER WILL THEN ISSUE A CHANGE AUTHORIZATION TO KEEP THE PROJECT

MOVING FORWARD. A CHANGE ORDER WILL THEN BE PROCESSED AND PAYMENT WILL BE

RECEIVED ONCE THE WORK IS COMPLETE.

6. CONTRACTOR SHALL HAUL ALL DREDGED MATERIAL TO THE SITE SPECIFIED ON SHEET SP-103

AND GRADE INTO A SMOOTH MOUND.

7. POND FINISHED GRADES SHALL BE SMOOTH AND CONSISTENT AND AT THE PROPER DEPTH

ACCORDING TO THE PLANS.

8. PROTECT EXISTING WALKS AND OTHER SITE AMENITIES AS MUCH AS POSSIBLE DURING

CONSTRUCTION. REPAIR OR REPLACE ANY ITEMS DAMAGED DURING CONSTRUCTION.

9. ALL PUBLIC AND PRIVATE AREAS USED AS HAUL ROADS SHALL BE CONTINUOUSLY MAINTAINED

AND CLEANED OF ALL CONSTRUCTION CAUSED DEBRIS SUCH AS MUD, SAND, GRAVEL, SOILS,

PAVEMENT FRAGMENTS, SOD, ETC. CARE SHALL BE TAKEN TO PREVENT SPILLAGE ON HAUL

ROUTES. ANY SUCH SPILLAGE SHALL BE REMOVED IMMEDIATELY AND THE AREA CLEANED.

10. PUBLIC ROADS SHALL BE MAINTAINED IN ACCORDANCE WITH APPLICABLE ORDINANCES AND

REGULATIONS.

11. THROUGHOUT ALL PHASES OF CONSTRUCTION, INCLUDING SUSPENSION OF WORK, AND UNTIL

FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL KEEP THE WORK SITE CLEAN

AND SHALL REMOVE DAILY ALL REFUSE, DIRT, DAMAGED MATERIALS, UNUSABLE MATERIALS,

AND ALL OTHER TRASH OR DEBRIS THAT HE HAS CREATED FROM HIS CONSTRUCTION

ACTIVITIES.

12. MATERIALS AND EQUIPMENT SHALL BE REMOVED FROM THE SITE AS SOON AS THEY ARE NO

LONGER NECESSARY; AND UPON COMPLETION OF THE WORK AND BEFORE FINAL INSPECTION,

THE ENTIRE WORK SITE SHALL BE CLEARED OF EQUIPMENT, UNUSED MATERIALS, AND RUBBISH

SO AS TO PRESENT A SATISFACTORY, CLEAN AND NEAT APPEARANCE. ALL CLEANUP COSTS

SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

13. DUST CONTROL MEASURES SHALL BE IMPLEMENTED BY APPLICATION OF WATER TO ALL WORK

AREAS, STORAGE AREAS, HAUL AND ACCESS ROADS, OR OTHER AREAS AFFECTED BY

CONSTRUCTION.

14. ALL WORK SHALL BE IN COMPLIANCE WITH THE FEDERAL, STATE, AND LOCAL AIR POLLUTION

STANDARDS, AND NOT CAUSE A HAZARD OR NUISANCE TO PERSONNEL AND THE PUBLIC IN THE

VICINITY OF THE WORK.

15. PROVIDE POSITIVE MEANS TO PREVENT AIR-BORNE DUST FROM DISPERSING INTO ATMOSPHERE.

16. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.

STAGING AREA /

CONSTRUCTION

ACCESS

STAGING AREA / CONSTRUCTION ACCESS

STAGING AREA /

CONSTRUCTION

ACCESS

10/22/25

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IGY

-101

2001.

. 4-700

KCIY,84114

www.slco.org/parks-recreation/ es ign s sh ow n a nd d es cr ibe d h er ein in clu din g a ll te ch nic al d ra wi ng s, g ra ph ic re pr es en ta tio n & m od els th er eo f, a re pr op rie ta ry & c an n ot be c op ied , d up lic at ed

, o r c om m er cia lly e xp loi te d in wh ole o r in p ar t w ith ou t t he so le an d ex pr es s w ritt en p er m iss ion fro m Sa lt L ak e Co un ty.

Th es e d ra wi ng s a re av ail ab le fo r lim ite d re vie w a nd e va lua tio n b y c lie nt s, c on su lta nt s, c on tra ct or s, go ve rnm en t a ge nc ies , v en do rs, a nd o ffic e pe rso nn el on ly in ac co rd an ce w ith th is n ot

13.50 10.00 20.50

PARK ACCESS ONE-WAY

TRAFFIC

PEDESTRIAN/BIKE

LANE

CONSTRUCTION HAUL ROUTE

SIGNED

NO PARKING

LIMIT OF DISTURBANCE

CONSTRUCTION HAUL ROUTE

PEDESTRIAN/BIKE LANE

PARK ACCESS ONE-WAY TRAFFIC

SIGNED NO PARKING

SITE PLAN KEY

2100 SOUTH 15

E

AS

T

SP-101

1 PARK ACCESS ROAD - TYPICAL SECTION

SCALE: NTS

TRAFFIC REGULATION NOTES AND REQUIREMENTS

1. CONTROL VEHICULAR PARKING TO PREVENT INTERFERENCE WITH PUBLIC TRAFFIC AND PARKING, ACCESS BY

EMERGENCY VEHICLES, AND COUNTY'S OPERATIONS.

2. MONITOR PARKING OF CONSTRUCTION PERSONNEL'S VEHICLES. CONSTRUCTION PERSONNEL WILL BE RESTRICTED TO

PARKING IN DESIGNATED AREAS ONLY.

3. PREVENT PARKING ON OR ADJACENT TO ACCESS ROADS OR IN NON-DESIGNATED AREAS.

4. ESTABLISH PUBLIC THOROUGHFARES TO BE USED FOR HAUL ROUTES AND SITE ACCESS PER THE SITE PLAN AND DETAIL

ON THIS SHEET. CONSULT AUTHORITIES FOR ANY PUBLIC THOROUGHFARE TRAFFIC CONTROL REGULATIONS.

5. CONFINE CONSTRUCTION TRAFFIC TO HAUL ROUTES AND DESIGNATED CONSTRUCTION LIMITS.

6. PROVIDE TEMPORARY NO PARKING SIGNS IN DESIGNATED NO PARKING AREAS AS SHOWN ON THIS PLAN.

STAGING AREA / CONSTRUCTION ACCESS

CONSTRUCTION CONE

OR BARRIER

CONSTRUCTION CONE

OR BARRIER

STAGING AREA /

CONSTRUCTION ACCESS

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IGY

-102

2001.

. 4-700

KCIY,84114

www.slco.org/parks-recreation/ es ign s sh ow n a nd d es cr ibe d h er ein in clu din g a ll te ch nic al d ra wi ng s, g ra ph ic re pr es en ta tio n & m od els th er eo f, a re pr op rie ta ry & c an n ot be c op ied , d up lic at ed

, o r c om m er cia lly e xp loi te d in wh ole o r in p ar t w ith ou t t he so le an d ex pr es s w ritt en p er m iss ion fro m Sa lt L ak e Co un ty.

Th es e d ra wi ng s a re av ail ab le fo r lim ite d re vie w a nd e va lua tio n b y c lie nt s, c on su lta nt s, c on tra ct or s, go ve rnm en t a ge nc ies , v en do rs, a nd o ffic e pe rso nn el on ly in ac co rd an ce w ith th is n ot

PROJECT SITE

SUGARHOUSE PARK

DUMP SITE #1

PRIMARY

DUMP SITE #2

ALTERNATE

DUMP SITE #1: BINGHAM CREEK REGIONAL PARK

9780 S 5200 W, West Jordan, UT 84081

DUMP SITE #2 (ALTERNATE): WHEELER FARM

6351 S 900 E, Murray, UT 84121

DREDGE MATERIAL DUMP SITE INFORMATION

1. CONTRACTOR SHALL COORDINATE WITH SALT LAKE COUNTY PROJECT

MANAGER AND FACILITY MANAGERS FOR EXACT DUMP SITE LOCATIONS

2. CONTRACTOR IS RESPONSIBLE FOR GRADING THE MATERIAL INTO A SMOOTH

MOUND AT DUMP SITE

3. SEND 100% OF MATERIAL TO DUMP SITE #1

4. APPROXIMATE QUANTITY AT EACH DUMP SITE:

4.1. DUMP SITE #1 13,700 CY

4.2. DUMP SITE #2 ZERO UNLESS DIRECTED OTHERWISE BY OWNER

5. APROXIMATE ROUND TRIP LENGTH:

5.1. DUMP SITE #1: 41 MILES

5.2. DUMP SITE #2: 26 MILES