2-PRK24029 REBID Drawings Steenblik.pdf
PDF 20 MB Posted
- Attached to
- RE-BID Reimagine Steenblik Park
- Solicitation number
- PRK24029
- Issued by
- Utah
About this file
This is a comprehensive set of 100% Construction Documents for the Reimagine Steenblik Park Renovation Project, prepared by Salt Lake City Corporation's Engineering Division and Department of Community and Neighborhoods. The project is located at Steenblik Park, situated at 800 North in Salt Lake City, Utah, with the job number PRK24029. The documents are dated November 12, 2025, and represent a re-bid for park renovation. The project includes multiple alternative bid options (Add-Alts) that may modify the project scope, such as adding a 14'x24' shade structure with solar lighting, implementing a PIP/EWF combination playground surface, installing stone seating blocks, adding a picnic table, importing topsoil if needed, extending maintenance for native sod, and potentially replacing all sod within the parcel.
The construction documents are detailed and comprehensive, including landscape, civil, and irrigation plans prepared by Dig Studio (Landscape Architect), Talisman Civil Consultants (Civil Engineer), and McNeil Engineering (Irrigation Designer). The project involves extensive site modifications, including playground equipment renovation, landscape redesign, irrigation system updates, and potential alternative improvements. The documents provide precise specifications for materials, installation methods, plant selections, irrigation systems, and construction techniques. The project appears to be fully funded and approved by Salt Lake City Corporation, with specific attention to urban forestry standards, accessibility requirements, and sustainable design principles.
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100% CONSTRUCTION DOCUMENTS
ISSUED NOVEMBER 12, 2025
SHEET INDEX
COVER SHEET & NOTES
PROJECT INFORMATION + SITE MAP L000
LANDSCAPE NOTES & ABBREV L001
SITE LAYOUT & MATERIALS SHEETS
SITE LAYOUT & MATERIALS PLAN - WEST LS101
SITE LAYOUT & MATERIALS PLAN - EAST LS102
SITE DETAILS LS501
SITE DETAILS LS502
SITE DETAILS LS503
PLANTING SHEETS
SITE PLANTING PLAN - WEST LP101
SITE PLANTING PLAN - EAST LP102
PLANTING DETAILS LP501
GRADING SHEETS
SITE GRADING PLAN - WEST LG101
SITE GRADING PLAN - EAST LG102
KEYMAP L002
DEMOLITION SHEETS
SITE DEMOLITION PLAN - WEST LD101
SITE DEMOLITION PLAN - EAST LD102
CIVIL SHEETS
EROSION CONTROL PLAN C100
PLANTING NOTES LP100
SITE DETAIL SHEETS
EXISTING CONDITIONS SHEETS
EXISTING CONDITIONS PLAN - WEST LE101
EXISTING CONDITIONS PLAN - EAST LE102
IRRIGATION SHEETS
LANDSCAPE IRRIGATION DETAILS LI501
LANDSCAPE IRRIGATION DETAILS LI502
LANDSCAPE IRRIGATION PLAN LI101
CITY ARCHITECT DIRECTOR OF PUBLIC LANDS PUBLIC LANDS PROJECT MANAGER LANDSCAPE ARCHITECT CIVIL ENGINEER IRRIGATION DESIGNER
SEAN A. FYFE, AIA DATE KIM SHELLEY DATE KIRA JOHNSON DATE DIG STUDIO DATE TALISMAN CIVIL CONSULTANTS DATE MCNEIL ENGINEERING DATE
- RE-BID
R
E -B
ID
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GENERAL NOTES
L001
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH PLANS APPROVED BY SALT LAKE CITY.
2. REFER TO EXISTING CONDITIONS SURVEY AND OTHER AVAILABLE DOCUMENTS FOR PROPERTY LIMITS, EXISTING CONDITIONS, AND HORIZONTAL AND VERTICAL CONTROL.
3. THE LIMITS OF WORK OCCUR AS SHOWN ON PLANS.
4. VERIFY EXISTING SITE CONDITIONS INCLUDING, WALLS, VEGETATION FENCES, UTILITIES, PROPERTY LINES, LIMITS OF ROADWAYS, CURBS AND GUTTERS, AND OTHER OBSTRUCTIONS THAT MAY AFFECT THE
PROGRESS OF WORK.
5. LOCATE UTILITIES AND MAINTAIN THEIR LOCATION DURING ALL PHASES OF WORK. DO NOT DAMAGE UTILITY LINES/STRUCTURES. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BEFORE
STARTING ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF UNDERGROUND
UTILITIES OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER
CONTRACT. RESTORATION OF UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE AT THE
CONTRACTOR'S EXPENSE.
6. THOROUGHLY REVIEW THE SITE CONDITIONS, DRAWINGS, AND TECHNICAL SPECIFICATIONS PRIOR TO CONSTRUCTION. COMPLETE THE WORK OF THIS PROJECT IN ACCORDANCE WITH APPROVED DRAWINGS.
7. INFORMATION PROVIDED WITHIN THE TECHNICAL SPECIFICATIONS SHALL TAKE PRECEDENT IN ANY INSTANCE WHERE THE INFORMATION PROVIDED IN THE DRAWINGS CONFLICTS WITH THAT PROVIDED IN THE TECHNICAL SPECIFICATIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT
AND SALT LAKE CITY OWNERS REPRESENTATIVE UPON THE DISCOVERY OF ANY PERCEIVED
DISCREPANCIES BETWEEN INFORMATION PROVIDED IN THE DRAWINGS AND TECHNICAL SPECIFICATIONS.
8. CONSTRUCTION INSTALLATION, MATERIALS, TESTING AND INSPECTION SHALL COMPLY WITH APPLICABLE
LOCAL AND STATE CODES AND ORDINANCES.
9. CONSTRUCTION PRACTICES, MOBILIZATION, AND CONTROLS SHALL COMPLY WITH APPLICABLE LOCAL
AND STATE CODES AND ORDINANCES.
10. TAKE NECESSARY STEPS TO PROTECT AND MAINTAIN ALL FINISHED WORK FOR THE DURATION OF THE
CONTRACT UNTIL FINAL ACCEPTANCE.
11. THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS, EQUIPMENT, METHODS OR SEQUENCING TO PROTECT PERSONS AND PROPERTY. DIRECT AND IMPLEMENT SAFETY OPERATIONS AND PROCEDURES TO PROTECT THE OWNER, OTHER CONTRACTORS, THE PUBLIC, AND OTHER FOR THE DURATION OF THE
CONTRACT.
12. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
DETAILS.
13. OBTAIN NECESSARY PERMITS FROM ALL JURISDICTIONS AS REQUIRED TO CONSTRUCT THE WORK OF
THIS PROJECT.
14. THE WORK OF THIS CONTRACT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL AREAS HAVE BEEN CLEANED OF ALL DIRT AND DEBRIS AND ALL DAMAGED ITEMS (INCLUDING EXISTING CONCRETE AND TURF
AREAS) ARE REPAIRED.
15. CONTRACTOR SHALL PRODUCE A CONSTRUCTION ACCESS STAGING PLAN AND SUBMIT TO DEPARTMENT
OF PUBLIC LANDS PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO MOBILIZATION.
16. REFER TO GEOTECHNICAL REPORT FOR ALL COMPACTION RECOMMENDATIONS. GEOTECHNICAL REPORT WAS PROVIDED BY SALT LAKE CITY TO DIG STUDIO. NO SOIL TESTING WAS COMPLETED BY DIG STUDIO.
17. CONTRACTOR TO VERIFY EXISTING CONCRETE (TO BE PRESERVED) MEETS ADA STANDARDS. IF PROBLEMS
EXIST, CONTRACTOR TO NOTIFY OWNER AND/OR LANDSCAPE ARCHITECT.
GENERAL NOTES
1. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND TOES OF SLOPE AS SHOWN ON THE PLANS AND CROSS SECTION. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITIONS AT THE EXPENSE OF THE
CONTRACTOR.
2. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. COST FOR DUST PALLIATIVE SHALL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK.
DUST CONTROL MEASURES SHALL COMPLY WITH CURRENT LOCAL AND STATE (UTAH) CODES.
3. THE DEPTH OF RECONDITIONING AND FOR THE BASES OF CUTS AND FILLS SHALL BE 6 INCHES. THE PROJECT SPECIFIED MOISTURE DENSITY CONTROL SHALL BE APPLIED FOR THE SPECIFIED DEPTH. THE
EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL BE CONSIDERED
SUBSIDIARY TO THAT OPERATION AND WILL NOT BE PAID FOR SEPARATELY.
4. MOISTURE DENSITY CONTROL SHALL BE APPLIED FULL DEPTH FOR ALL EMBANKMENTS.
5. DURING EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL SHAPE TO DRAIN AND COMPACT
THE WORK AREA TO A UNIFORM CROSS-SECTION. ELIMINATE ALL RUTS AND LOW SPOTS THAT COULD HOLD WATER. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO ADDITIONAL COST TO THE CITY.
6. ALL WORK SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKDAY. NO OPEN HOLES
ARE ALLOWED OVERNIGHT.
7. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE
PLACED ON THE UPHILL SIDE OF TRENCHES.
EARTHWORK & EXCAVATION NOTES
1. THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS, UNLESS OTHERWISE NOTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF THE WORK BEFORE COMMENCING NEW CONSTRUCTION. RESPONSIBILITIES FOR THE RELOCATION OF UTILITY LINES ARE AS NOTED IN THE PROJECT SPECIAL PROVISIONS. THE CONTRACTOR SHALL COOPERATE WITH COMPANIES TRYING TO COORDINATE THE RELOCATION EFFORT. LINES NOT RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR IN PLACE. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY NOTIFICATION CENTER OF UTAH, AT LEAST 2 WORKING DAYS PRIOR TO
BEGINNING EXCAVATION OR GRADING.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING UTILITIES DURING CONSTRUCTION AND
SHALL HOLD THE CITY AND ITS ENGINEERS HARMLESS FOR DAMAGES ARISING FROM THE
CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT EXISTING UTILITIES. DAMAGED UTILITIES SHALL BE
REPAIRED BY AND AT THE EXPENSE OF THE CONTRACTOR.
3. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST OR REPLACE ANY UTILITIES THAT ARE IMPACTED BY
CONSTRUCTION AND ARE DESIGNED TO REMAIN WITHIN THE PROJECT LIMITS.
UTILITY NOTES
1. ALL MATERIAL, EQUIPMENT, INSTALLATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF THE FOLLOWING STANDARD REFERENCES AS APPLICABLE:
a. SALT LAKE CITY, STANDARDS AND DETAILS FOR ENGINEERING DIVISION
b. CURRENT APWA (AMERICAN PUBLIC WORKS ASSOCIATION) UTAH SPECIFICATIONS AND PLANS
c. STORM DRAINAGE AND SANITARY SEWER CONSTRUCTION DETAIL AND TECHNICAL SPECIFICATIONS
d. DEPARTMENT OF ENGINEERING STANDARD SPECIFICATIONS FOR CONSTRUCTION GENERAL CONTRACT
CONDITIONS
e. WASTEWATER MANAGEMENT DIVISION STANDARD DETAILS
f. TRAFFIC STANDARD DRAWINGS AND TRAFFIC ENGINEERING SERVICES PROJECT SPECIALS
g. UTAH DEPARTMENT OF TRANSPORTATION (UDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION AND STANDARD PLANS, (M&S STANDARDS)
h. FEDERAL HIGHWAY ADMINISTRATION (FHWA), MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) FOR STREETS AND HIGHWAYS AND THE UTAH SUPPLEMENT THERETO
i. AMERICAN ASSOCIATION OF STATE AND HIGHWAY TRANSPORTATION OFFICIALS (AASHTO) ROADSIDE
DESIGN GUIDE
2. THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES, ONE COPY OF THE APPROVED PLANS, ONE COPY OF
THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND COPIES OF ANY PERMITS AND EXTENSION
AGREEMENTS NEEDED FOR THE JOB.
3. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED ON THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT
THE PROJECT MANAGER IMMEDIATELY.
4. PROJECT SHALL COMPLY WITH CURRENT AMERICAN PUBLIC WORKS ASSOCIATION (APWA) STANDARDS, EXCEPT WHERE PROVIDED DRAWINGS AND/OR SPECIFICATIONS EXCEED THOSE STANDARDS. CONTRACTOR SHALL ALERT THE LANDSCAPE ARCHITECT AND SLC PROJECT MANAGER IF ANY PROJECT GUIDANCE DOES
NOT COMPLY WITH CURRENT APWA STANDARDS.
PROJECT PLANS, SPECIFICATIONS & PERMIT NOTES
1. VERIFY EXISTING SITE INFORMATION INCLUDING, BUT NOT LIMITED TO STREET GRADES, UTILITIES, DRAINS, PROPERTY LINES, LIMITS OF ROADWAYS, CURBS AND GUTTERS TAKEN FROM THE SURVEYOR'S DRAWINGS.
2. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES.
3. TAKE ALL DIMENSIONS FROM BACK OF CURB, FACE OF WALL, AND CENTERLINE OF TREES UNLESS
OTHERWISE NOTED.
4. ALL DIMENSIONS CALLED OUT AS 'EQUAL' ARE EQUIDISTANT MEASUREMENTS.
5. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. DO NOT SCALE DRAWINGS, IF THERE IS A
QUESTION REGARDING DIMENSIONS, CONTACT DIG STUDIO FOR VERIFICATION.
6. ALL ANGLES TO MATCH THOSE NOTED ON DRAWING AND ALL LINES OF PAVING TO BE PARALLEL UNLESS
OTHERWISE NOTED. MAINTAIN HORIZONTAL ALIGNMENT OF ADJACENT ELEMENTS AS NOTED ON
DRAWINGS.
7. REFERENCE TO NORTH REFERS TO TRUE NORTH. REFERENCE TO SCALE IS FOR FULL SIZED DRAWINGS
ONLY. DO NOT SCALE FROM DRAWINGS.
8. SLEEVES AND CONDUITS SHALL BE INSTALLED A MINIMUM OF 18 INCHES BELOW FINISHED GRADE AND
SHALL EXTEND 12 INCHES BEYOND BACK OF CURBS, WALLS, AND PAVING.
9. COORDINATE AND FIELD VERIFY WITH LANDSCAPE ARCHITECT ALL SLEEVING LOCATIONS FOR ALL UTILITY, ELECTRICAL, AND IRRIGATION WITH PRIOR TO CONSTRUCTION. INFORM LANDSCAPE ARCHITECT OF ANY
DISCREPANCY IMMEDIATELY.
10. CONTRACTOR SHALL STAKE OUT ALL PLAYGROUND EQUIPMENT FALL ZONES PER DRAWINGS PRIOR TO
INSTALLING ANY AND ALL SURROUNDING SITE CONSTRUCTION.
LAYOUT NOTES
1. EMPLOY A LICENSED SURVEYOR TO ESTABLISH ALL GRADES AND LAYOUT LINES. HAVE OWNERS
REPRESENTATIVE REVIEW GRADE STAKES PRIOR TO FINAL GRADING.
2. ALL PROPOSED GRADES SHALL MEET AND BLEND WITH EXISTING GRADES AT PROJECT LIMITS AND AT CURBS, SIDEWALKS AND ROADWAYS. EXISTING ELEVATIONS INDICATED ON PLANS SHALL BE VERIFIED IN
FIELD TO AS-BUILT CONDITIONS.
3. EROSION CONTROL PLAN PROVIDED FOR COORDINATION AND PERMITTING ONLY. CONTRACTOR TO
PROVIDE PLAN TO THE CLIENT AND LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR 'ROUNDING OFF' ALL SHARP RIDGES EXISTING ON SITE WHETHER OR NOT SUCH CONDITIONS ARE INDICATED ON PLANS. ROUND TOPS AND TOES OF SLOPE TO PROVIDE SMOOTH TRANSITION TO EXISTING GRADE. BERMS AND LANDFORMS WILL BE SMOOTH AND
ROUNDED VERTICAL CURVES WITH NO SHARP TRANSITION IN GRADE.
5. CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION WHEN IT BECOMES EVIDENT THAT UNFORSEEN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST. SUCH CONDITIONS SHALL
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF SLC PROJECT MANAGER AND THE LANDSCAPE
ARCHITECT FOR DECISION. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL
NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION.
6. ALL LANDSCAPE GRADES ARE BASED UPON ELEVATIONS SHOWN ON THE SURVEY PROVIDED BY SALT LAKE CITY CORPORATION ENGINEERING DIVISION AND SHOULD BE VERIFIED BY CONTRACTOR PRIOR TO
CONSTRUCTION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED
TO ACCOMPLISH ALL GRADING OPERATIONS.
8. MAINTAIN POSITIVE DRAINAGE, UNLESS SPECIFICALLY DESIGNED FOR PONDING, AT ALL TIMES. REFER TO
CIVIL ENGINEER'S DRAWINGS FOR DRAINAGE STRUCTURE LOCATIONS AND DETAILS.
9. ALL WALKS SHALL HAVE A MAXIMUM 1.8% CROSS SLOPE TO MEET ADA STANDARDS. ALL PAVING SHALL HAVE A MINIMUM 1.0% SLOPE FOR DRAINAGE IF NOT OTHERWISE INDICATED ON PLANS.MAXIMUM SLOPES
ON WALKS SHALL NOT EXCEED 4.8% IN THE DIRECTION OF TRAVEL, WITHOUT A HANDRAIL.
10. ELIMINATE ANGLED TRANSITION AT CHANGE OF GRADE ALONG PATHS BY ROUNDING TRANSITION AT
GRADE BREAK.
11. NO CHANGE IN CONTRACT PRICE WILL BE ALLOWED FOR ACTUAL OR CLAIMED DISCREPANCY BETWEEN EXISTING GRADE AND THOSE SHOWN ON PLANS AFTER CONTRACTOR HAS ACCEPTED EXISTING GRADES
AND MOVED ONTO SITE.
12. CONTRACTOR SHALL VERIFY THAT ALL EXISTING WALKS BEING PRESERVED MEET ADA REQUIREMENTS AND ALERT SLC PROJECT MANAGER AND PROJECT LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.
GRADING NOTES
THE BASE-BID DESIGN FOR STEENBLIK PARK IS AS NOTED IN THE DRAWINGS. THERE ARE SEVEN ADDITIONAL ALTERNATIVES PROPOSED WITHIN THIS BID PACKAGE THAT MAY CHANGE THE SCOPE OF CONSTRUCTION, OF WHICH WILL BE DETERMINED BY THE CITY PROJECT MANAGER. SPECIFICATION SECTION 01 11 00 PROVIDES FURTHER DETAIL FOR EACH OF THE ADD-ALTS BELOW. THE ADD-ALTS ARE LISTED BELOW FOR CLARITY, WITH REFERENCES CALLED OUT FOR EACH ADD-ALT TO IDENTIFY WHERE TO FIND LOCATIONS, QUANTITIES, PRODUCT INFORMATION, AND MORE.
1. ADD-ALT 01: 14'x24' SHADE STRUCTURE WITH SOLAR LIGHTING (REFER TO PLANS FOR LOCATION AND
DETAILS / SPECIFICATIONS FOR PRODUCT INFORMATION)
2. ADD-ALT 02: PIP / EWF COMBINATION, INCLUDING UNDERDRAIN AND REDUCING QUANTITY OF WEAR
MATS TO 1 (REFER TO PLANS FOR LOCATIONS / QUANTITIES AND DETAILS / SPECIFICATIONS FOR
PRODUCT INFORMATION)
3. ADD-ALT 03: STONE SEATING BLOCKS (REFER TO PLANS FOR LOCATIONS / QUANTITIES AND DETAILS /
SPECIFICATIONS FOR PRODUCT INFORMATION)
4. ADD-ALT 04: PICNIC TABLE TO EAST (REFER TO PLANS FOR LOCATION / QUANTITIES AND DETAILS /
SPECIFICATIONS FOR PRODUCT INFORMATION)
5. ADD-ALT 05: IMPORT TOP SOIL, ONLY IF AMENDED SOIL SAMPLE IS NOT ADEQUATE (REFER TO
SPECIFICATIONS FOR SOIL INFORMATION TO BE USED IN ALL NEWLY PLANTED AREAS)
6. ADD-ALT 06: ONE ADDITIONAL YEAR OF MAINTENANCE FOR NATIVE SOD (REFER TO SPECIFICATIONS
REGARDING MAINTENANCE REQUIREMENTS)
7. ADD-ALT 07: REPLACEMENT OF ALL SOD WITHIN PARCEL, EXCLUDING TREE LAWNS (REFER TO PLANS FOR
LOCATIONS / QUANTITIES AND DETAILS / SPECIFICATIONS FOR SOD INFORMATION)
ADDITIONAL ALTERNATIVE NOTES
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
LG101
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STEENBLIK PARK - WEST
KEYMAP
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SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
STEENBLIK PARK - EAST
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
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CONDITIONS PLAN -
WEST
LE101
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 EXISTING CONDITIONS PLAN - WEST
1" = 10'-0"
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1. SURVEY INFORMATION: TOPOGRAPHIC
INFORMATION WAS PROVIDED BY THE SALT
LAKE CITY SURVEYORS OFFICE. SEE
TOPOGRAPHIC EXHIBIT DATED 07/17/2024
2. BENCHMARK INFORMATION: A GPS DERIVED
ELEVATION WAS ESTABLISHED AT THE STREET
MONUMENT AT THE INTERSECTION OF X & X
ELEV = 42XX.XX'. COORDINATE AND VERIFY ALL
VERTICAL AND HORIZONTAL DATA SHOWN IN
SURVEY AND REPORT ANY IRREGULARITIES OR
DISCREPANCIES TO ENGINEER PRIOR TO
CONSTRUCTION.
3. BASIS OF BEARINGS: SEE PLANS.
SURVEY NOTES
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PREPARED BY:
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COPYRIGHT:
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PREPARER CONSULTANTS:
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SHEET IDENTIFIER:
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PROFESSIONAL SEAL:
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PROJECT #:
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CONTRACT #:
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PREPARER #:
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
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EXISTING CONCRETE
PAD AND BENCH
EXISTING DECIDUOUS TREES, TYP.
EXISTING SWING WITH (2)
BELT SWINGS
EXISTING DECIDUOUS TREES, TYP.
EXISTING "DAIRY
CATS" BRONZE
SCULPTURES BY DAY
CHRISTENSEN (2007),
(4) TOTAL
EXISTING "JOSEPH F. STEENBLIK
PARK" ENTRY SIGNAGE
800 NORTH
EXISTING LANDSCAPE
STRUCTURES (LSI) PLAYGROUND
STRUCTURE WITH ENGINEERED
WOOD FIBER SURFACING
EXISTING CONCRETE BAND
EXISTING CONCRETE
BAND, TYP.
EXISTING SOD
EXISTING DRINKING FOUNTAIN
EXISTING CONCRETE WALK, TYP.
EXISTING SOD
EXISTING SOD BERM
EXISTING IRRIGATION VALVES, TYP.
EXISTING BENCH
EXISTING IRRIGATION
BOX, TYP.
EXISTING PICNIC TABLE
AND BIKE RACK
EXISTING STREET LIGHT
EXISTING FIRE HYDRANT
EXISTING TREE LAWN, TYP.
EXISTING
ENGINEERED
WOOD FIBER
SURFACING
EXISTING BLACK
CHAIN LINK FENCE
EXISTING BLACK CHAIN LINK FENCE
EXISTING VINE PLANTINGS
AGAINST FENCE, TYP.
EXISTING VINE PLANTINGS
AGAINST FENCE, TYP.
EXISTING LIGHT POLE
AND TRANSFORMER
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EXISTING
CONDITIONS PLAN -
EAST
LE102
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 EXISTING CONDITIONS PLAN - EAST
1" = 10'-0"
LD101 LD102
KEY MAP NORTH
1. SURVEY INFORMATION: TOPOGRAPHIC
INFORMATION WAS PROVIDED BY THE SALT
LAKE CITY SURVEYORS OFFICE. SEE
TOPOGRAPHIC EXHIBIT DATED 07/17/2024
2. BENCHMARK INFORMATION: A GPS DERIVED
ELEVATION WAS ESTABLISHED AT THE STREET
MONUMENT AT THE INTERSECTION OF X & X
ELEV = 42XX.XX'. COORDINATE AND VERIFY ALL
VERTICAL AND HORIZONTAL DATA SHOWN IN
SURVEY AND REPORT ANY IRREGULARITIES OR
DISCREPANCIES TO ENGINEER PRIOR TO
CONSTRUCTION.
3. BASIS OF BEARINGS: SEE PLANS.
SURVEY NOTES
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BINDING ORDER
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PROJECT OWNER:
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SHEET TITLE:
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DRAWING FILE:
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FILE #:
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DRAWN BY:
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MARK
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DATE
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DESCRIPTION
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PROJECT IDENTIFICATION:
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PREPARED BY:
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COPYRIGHT:
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PREPARER CONSULTANTS:
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SHEET IDENTIFIER:
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PROFESSIONAL SEAL:
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PROJECT #:
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CONTRACT #:
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PREPARER #:
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
3B
3B
B 3
B
C
C
3C3 3C3
1F
3B
3C
SIDE VIEW FRONT VIEW
SILT FENCE
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
before you dig.Call
R
STEENBLIK
PARK
RENOVATION
RH
RK
PRK24029
100% DESIGN
DATE:
11/14/2025
No. 14189821-2202
RYAN KHODL
R E
G I
S T
E R
E D P R O F E S S I O N A L E N G
I N E E R
STATE OF UTAH
EROSION
CONTROL PLAN
C100
SCALE
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800 NORTH
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LAFAYETTE DR
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UNDISTURBED GROUND
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STAKE SHOULD BE BURIED A MIN. OF 16" BELOW GRADE
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16" MIN
AutoCAD SHX Text LINE THE SIDE AND BOTTOM OF THE TRENCH WITH THE BOTTOM OF THE FILTER FABRIC AND BACKFILL WITH EXCAVATED SOIL
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140X MIRAFI FABRIC OR APPROVED EQUAL
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WOOD STAKE (36" MIN.)
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10' MAX. CENTER TO CENTER
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WOOD STAKE (36" MIN.) SHOULD BE PLACED ON DOWNHILL SIDE OF FABRIC
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140X MIRAFI FABRIC OR APPROVED EQUAL
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FLOW
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EXISTING GRADE
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BINDING ORDER
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PROJECT OWNER:
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SHEET TITLE:
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DRAWING FILE:
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DRAWN BY:
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DATE
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DESCRIPTION
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PROJECT IDENTIFICATION:
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PREPARED BY:
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COPYRIGHT:
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PREPARER CONSULTANTS:
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SHEET IDENTIFIER:
AutoCAD SHX Text
PROFESSIONAL SEAL:
AutoCAD SHX Text
PROJECT #:
AutoCAD SHX Text
CONTRACT #:
AutoCAD SHX Text
PREPARER #:
AutoCAD SHX Text
451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
AutoCAD SHX Text 1" =
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HORIZONTAL:
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AutoCAD SHX Text 20'
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DEMO EXISTING
CONCRETE PAD.
REMOVE AND SALVAGE
EXISTING BENCH.
DEMO EXISTING CONCRETE PLAYGROUND
CURB WHERE SHOWN. PRESERVE
REMAINING PLAYGROUND CURB IN PLACE.
PROTECT EXISTING SWING IN PLACE. SALVAGE
ONE (1) BELT SWING IN PLACE. REMOVE ONE (1)
BELT SWING AND ATTACHMENTS.
DEMO EXISTING
CONCRETE EXTRUSION.
PROTECT EXISTING SWING IN
PLACE. REMOVE TWO (2) BELT
SEATS AND ATTACHMENTS.
PROTECT EXISTING TREES IN PLACE.
LA
FA
YE
TT
E D
R
800 NORTH
SELECTIVE DEMOLITION AND
REUSE OF EXISTING
PLAYGROUND STRUCTURE.
COORDINATE WITH LANDSCAPE
STRUCTURES, INC.
PROTECT EXISTING CONCRETE BAND.
REMOVE SOD AND REGRADE TO MEET
ADJACENT PLAY AREA TO WEST. SEE
GRADING, LAYOUT, AND MATERIALS PLANS.
PROTECT EXISTING
CONCRETE WALK IN PLACE.
IRRIGATE EXISTING SOD
BEING PRESERVED, TYP.
REMOVE SOD, TYP.
CLEAR AND GRUB EXISTING
SOD FOR NATIVE SEED
PREPARATION, RE: SPECS.
CLEAR AND GRUB EXISTING
SOD FOR NATIVE SEED
PREPARATION, RE: SPECS.
EXISTING IRRIGATION VALVES AND CIRCUITS
TO BE PROTECTED, RE: IRRIGATION PLANS
PROTECT EXISTING VINES AGAINST FENCE, TYP.
MATCHLIN
E LD10
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E LD10
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SITE DEMOLITION
PLAN - WEST
LD101
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY
DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO LANDSCAPE ARCHITECT BEFORE
BEGINNING WORK.
2. STRUCTURE AND PAVING REMOVAL SHALL INCLUDE THE DISCONNECTION AND CAPPING OF ANY
UTILITIES, FOOTINGS, SLABS, ASSOCIATED BASE MATERIAL AND SATISFACTORY OFF-SITE
DISPOSAL OF ALL DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS.
3. TREE AND SHRUB REMOVAL SHALL INCLUDE THE FELLING, CUTTING, GRUBBING OUT ROOTS AND
SATISFACTORY OFF-SITE DISPOSAL OF ALL STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS
PRODUCED THROUGH THE REMOVAL OPERATIONS.
4. MEET REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND DETAILS OF SALT LAKE CITY FOR
EROSION CONTROL, SILT FENCES AND INTAKE PROTECTION DURING CONSTRUCTION.
5. EXISTING TREES AND SHRUBS TO REMAIN SHALL NOT BE ALTERED UNDER ANY CIRCUMSTANCES
AND MUST REMAIN IN THE SAME CONDITION AS OBSERVED PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND MAINTAINING EXISTING TREES AND
SHRUBS WITHIN PROJECT WORK LIMITS THROUGH ENTIRE CONSTRUCTION PERIOD.
7. CONTRACTOR SHALL FOLLOW ALL SLC FORESTRY STANDARDS FOR TREE PROTECTION.
8. NO HEAVY MACHINERY IS TO BE USED WITHIN THE ROOT SYSTEM OF EXISTING TREES.
EXCAVATION WITHIN ROOT SYSTEM ZONES SHOULD BE PREFORMED BY HAND.
9. ANY ITEMS SCHEDULED TO REMAIN WHICH ARE DAMAGED BY CONTRACTORS' OPERATIONS SHALL
BE REPLACED AT CONTRACTORS' EXPENSE.
10. ALL ITEMS SCHEDULED TO BE STOCKPILED, DEBRIS, FILL OR EXCAVATED MATERIAL SHALL BE
STOCKPILED A MINIMUM OF FIFTY FEET LANDWARD OF BORDERING VEGETATED WETLANDS.
11. ANY ITEMS SCHEDULED TO BE STOCKPILED ON SITE WHICH ARE DAMAGED BY CONTRACTORS'
OPERATIONS SHALL BE REPLACED AT CONTRACTORS' EXPENSE.
12. AREA FOR STOCKPILED ITEMS SHALL BE LOCATED BY LANDSCAPE ARCHITECT AND APPROVED BY
OWNER PRIOR TO REMOVAL OPERATIONS.
13. CONTRACTOR SHALL LEAVE WORK SITE FREE OF ANY DEBRIS AT THE END OF EACH DAY'S
OPERATIONS.
14. CONCRETE REMOVAL SHOULD UTILIZE EXISTING EXPANSION JOINTS AS CUTTING BOUNDARIES
WHERE POSSIBLE. NEW CONCRETE SHOULD CLOSELY MATCH EXISTING JOINT PATTERN WHERE
POSSIBLE, RE: SPECIFICATIONS.
15. ITEMS BEING REUSED: CONTRACTOR TO COORDINATE WITH ORIGINAL MANUFACTURER WHERE POSSIBLE, PER DETAILS FOR RESTORATION AND RELOCATION GUIDANCE. WHEN NOT AVAILABLE, CONTRACTOR TO PROVIDE SHOP DRAWINGS AND PHOTOGRAPHS FOR LANDSCAPE ARCHITECT
AND STRUCTURAL ENGINEER REVIEW.
DEMOLITION NOTES
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 SITE DEMOLITION PLAN - WEST
1" = 10'-0"
LD101 LD102
KEY MAP NORTH
DEMOLITION LEGEND
PROPERTY LINE
EXISTING STREET LIGHTLIMIT OF WORK (L.O.W.)LOWLOW
EXISTING SIGN
EXISTING FIRE HYDRANT
TREE PROTECTION FENCINGTPF TPF
EXISTING FENCING
EXISTING WATER VALVE
EXISTING ELECTRICAL BOX
EXISTING SPRINKLER
TREE PROTECTION ZONE
EXISTING TREE TO REMAIN
CONCRETE TO BE REMOVED
SOD TO BE REMOVED
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PROJECT IDENTIFICATION:
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PROFESSIONAL SEAL:
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CONTRACT #:
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PREPARER #:
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
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DEMO EXISTING
CONCRETE PAD.
REMOVE AND SALVAGE
EXISTING BENCH.
DEMO EXISTING CONCRETE PLAYGROUND
CURB WHERE SHOWN. PRESERVE
REMAINING PLAYGROUND CURB IN PLACE.
PROTECT EXISTING SWING IN PLACE. SALVAGE
ONE (1) BELT SWING IN PLACE. REMOVE ONE (1)
BELT SWING AND ATTACHMENTS.
DEMO EXISTING
CONCRETE EXTRUSION.
PROTECT EXISTING TREES IN PLACE.
PROTECT EXISTING
TREES IN PLACE.
DEMO EXISTING CONCRETE. REMOVE
AND SALVAGE EXISTING BIKE RACK
AND CONCRETE TABLE (ADD-ALT 04).
PROTECT EXISTING
CAT SCULPTURES (4)
IN PLACE.
PROTECT EXISTING ENTRY
SIGNAGE IN PLACE.
800 NORTH
SELECTIVE DEMOLITION AND
REUSE OF EXISTING
PLAYGROUND STRUCTURE.
COORDINATE WITH LANDSCAPE
STRUCTURES, INC.
PROTECT EXISTING CONCRETE BAND.
PROTECT EXISTING
CONCRETE BAND.
REMOVE SOD AND REGRADE TO MEET
ADJACENT PLAY AREA TO WEST. SEE
GRADING, LAYOUT, AND MATERIALS PLANS.
REMOVE EXISTING
DRINKING FOUNTAIN AND
SALVAGE. PROTECT
WATER CONNECTION
AND METER FOR REUSE
UPON REPLACEMENT.
PROTECT EXISTING CONCRETE
WALK IN PLACE.
CLEAR AND GRUB EXISTING
SOD FOR MULCHED
PLANTING AREA, RE: SPECS.
CLEAR AND GRUB EXISTING
SOD FOR NATIVE SEED
PREPARATION, RE: SPECS.
CLEAR AND GRUB EXISTING
SOD FOR NATIVE SEED
PREPARATION, RE: SPECS.
EXISTING IRRIGATION VALVES
AND CIRCUITS TO BE PROTECTED,
RE: IRRIGATION PLANS
EXISTING IRRIGATION VALVES AND CIRCUITS
TO BE PROTECTED, RE: IRRIGATION PLANS
IRRIGATE EXISTING SOD
BEING PRESERVED, TYP.
REMOVE SOD AND REGRADE
FOR PICNIC AREA (ADD-ALT 04).
PROTECT EXISTING VINES AGAINST FENCE, TYP.
MATCHLIN
E LD10
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E LD10
MATCHLIN
E LD10
MATCHLIN
E LD10
MATCHLIN
E LD10
MATCHLIN
E LD10
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E LD10
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E LD10
SITE DEMOLITION
PLAN - EAST
LD102
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 SITE DEMOLITION PLAN - EAST
1" = 10'-0"
LD101 LD102
KEY MAP NORTH
1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND REPORT ANY
DISCREPANCIES BETWEEN PLANS AND ACTUAL CONDITIONS TO LANDSCAPE ARCHITECT BEFORE
BEGINNING WORK.
2. STRUCTURE AND PAVING REMOVAL SHALL INCLUDE THE DISCONNECTION AND CAPPING OF ANY
UTILITIES, FOOTINGS, SLABS, ASSOCIATED BASE MATERIAL AND SATISFACTORY OFF-SITE
DISPOSAL OF ALL DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS.
3. TREE AND SHRUB REMOVAL SHALL INCLUDE THE FELLING, CUTTING, GRUBBING OUT ROOTS AND
SATISFACTORY OFF-SITE DISPOSAL OF ALL STUMPS, VEGETATIVE AND EXTRANEOUS DEBRIS
PRODUCED THROUGH THE REMOVAL OPERATIONS.
4. MEET REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND DETAILS OF SALT LAKE CITY FOR
EROSION CONTROL, SILT FENCES AND INTAKE PROTECTION DURING CONSTRUCTION.
5. EXISTING TREES AND SHRUBS TO REMAIN SHALL NOT BE ALTERED UNDER ANY CIRCUMSTANCES
AND MUST REMAIN IN THE SAME CONDITION AS OBSERVED PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND MAINTAINING EXISTING TREES AND
SHRUBS WITHIN PROJECT WORK LIMITS THROUGH ENTIRE CONSTRUCTION PERIOD.
7. CONTRACTOR SHALL FOLLOW ALL SLC FORESTRY STANDARDS FOR TREE PROTECTION.
8. NO HEAVY MACHINERY IS TO BE USED WITHIN THE ROOT SYSTEM OF EXISTING TREES.
EXCAVATION WITHIN ROOT SYSTEM ZONES SHOULD BE PREFORMED BY HAND.
9. ANY ITEMS SCHEDULED TO REMAIN WHICH ARE DAMAGED BY CONTRACTORS' OPERATIONS SHALL
BE REPLACED AT CONTRACTORS' EXPENSE.
10. ALL ITEMS SCHEDULED TO BE STOCKPILED, DEBRIS, FILL OR EXCAVATED MATERIAL SHALL BE
STOCKPILED A MINIMUM OF FIFTY FEET LANDWARD OF BORDERING VEGETATED WETLANDS.
11. ANY ITEMS SCHEDULED TO BE STOCKPILED ON SITE WHICH ARE DAMAGED BY CONTRACTORS'
OPERATIONS SHALL BE REPLACED AT CONTRACTORS' EXPENSE.
12. AREA FOR STOCKPILED ITEMS SHALL BE LOCATED BY LANDSCAPE ARCHITECT AND APPROVED BY
OWNER PRIOR TO REMOVAL OPERATIONS.
13. CONTRACTOR SHALL LEAVE WORK SITE FREE OF ANY DEBRIS AT THE END OF EACH DAY'S
OPERATIONS.
14. CONCRETE REMOVAL SHOULD UTILIZE EXISTING EXPANSION JOINTS AS CUTTING BOUNDARIES
WHERE POSSIBLE. NEW CONCRETE SHOULD CLOSELY MATCH EXISTING JOINT PATTERN WHERE
POSSIBLE, RE: SPECIFICATIONS.
15. ITEMS BEING REUSED: CONTRACTOR TO COORDINATE WITH ORIGINAL MANUFACTURER WHERE POSSIBLE, PER DETAILS FOR RESTORATION AND RELOCATION GUIDANCE. WHEN NOT AVAILABLE, CONTRACTOR TO PROVIDE SHOP DRAWINGS AND PHOTOGRAPHS FOR LANDSCAPE ARCHITECT
AND STRUCTURAL ENGINEER REVIEW.
DEMOLITION NOTES DEMOLITION LEGEND
PROPERTY LINE
EXISTING STREET LIGHTLIMIT OF WORK (L.O.W.)LOWLOW
EXISTING SIGN
EXISTING FIRE HYDRANT
TREE PROTECTION FENCINGTPF TPF
EXISTING FENCING
EXISTING WATER VALVE
EXISTING ELECTRICAL BOX
EXISTING SPRINKLER
TREE PROTECTION ZONE
EXISTING TREE TO REMAIN
CONCRETE TO BE REMOVED
SOD TO BE REMOVED
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
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(20.35) (20.37)
(19.90) (20.00)
(19.77) (20.60)
(22.09)
(19.83)
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20.66
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(20.08)
21.00
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SITE
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WEST
LG101
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 SITE GRADING PLAN - WEST
1" = 10'-0"
LX101 LX102
KEY MAP NORTH
PARCEL BOUNDARY
SLOPE % AND DIRECTIONX%
85.25 PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
(SHOWN AT 1 FT INTERVALS)
BOTTOM OF STEP
BOTTOM OF WALL
HIGH POINT
FINISHED GRADE
BS
BW
FG
HP
SWALE
(85.25) EXISTING SPOT ELEVATION
TOP OF STEP
TOP OF WALL
TS
TW
FINISHED FLOOR ELEVATIONFFE
DRAIN INLETDI
RIM ELEVATIONRIM
LOW POINTLP
EXISTING CONTOUR
(SHOWN AT 1 FT INTERVALS)
TOP OF CURB
FLOW LINE
TC
FL
BOTTOM OF BOULDER
TOP OF BOULDER
BB
TB
GRADING LEGEND
NOTE�
ALL GRADING SHALL BE EXECUTED TO MAINTAIN
CONTINUOUS POSITIVE DRAINAGE CONSISTENT
WITH THE DESIGN INTENT. AVOID CREATING ANY
ISOLATED LOW POINTS, UNINTENDED SAGS, OR
DEPRESSIONS IN TURF, PLANTING, OR PAVED
AREAS. ALL SURFACES MUST SLOPE TO
APPROVED DRAINS, SWALES, OR CONVEYANCE
FEATURES TO PREVENT WATER PONDING OR
PROLONGED SATURATION.
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
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(20.59)
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(20.50)
(20.60) (20.75)
20.71
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(20.66)
20.77
20.80
(20.61)
21.03
20.89
(20.00)
(20.00)
20.65
(19.55)
21.07
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(19.90) (20.00)
(19.77) (20.60)
(22.09)
(19.83)
20.90
20.66
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20.97
20.91
0.7%
20.85
1.8
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1.8%
1.3%
0.
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1.
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0.6%
1.8
21.17
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1.8% M
A X.
1.
8%
M A
X.
2% MAX., 0.5% MIN. 0.5% MIN.
(20.08)
20.42
20.6320.63
20.84
1.5% 1.5%
21.00
21.00
21.00
21.00
21.00
POURED-IN-PLACE
RUBBER SURFACING
(ADD-ALT 02)
PICNIC AREA
(ADD-ALT 04)
HP 20.36
0.3%
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HP 20.70
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PLAN - EAST
LG102
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 SITE GRADING PLAN - EAST
1" = 10'-0"
LX101 LX102
KEY MAP NORTH
PARCEL BOUNDARY
SLOPE % AND DIRECTIONX%
85.25 PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
(SHOWN AT 1 FT INTERVALS)
BOTTOM OF STEP
BOTTOM OF WALL
HIGH POINT
FINISHED GRADE
BS
BW
FG
HP
SWALE
(85.25) EXISTING SPOT ELEVATION
TOP OF STEP
TOP OF WALL
TS
TW
FINISHED FLOOR ELEVATIONFFE
DRAIN INLETDI
RIM ELEVATIONRIM
LOW POINTLP
EXISTING CONTOUR
(SHOWN AT 1 FT INTERVALS)
TOP OF CURB
FLOW LINE
TC
FL
BOTTOM OF BOULDER
TOP OF BOULDER
BB
TB
GRADING LEGEND
NOTE�
ALL GRADING SHALL BE EXECUTED TO MAINTAIN
CONTINUOUS POSITIVE DRAINAGE CONSISTENT
WITH THE DESIGN INTENT. AVOID CREATING ANY
ISOLATED LOW POINTS, UNINTENDED SAGS, OR
DEPRESSIONS IN TURF, PLANTING, OR PAVED
AREAS. ALL SURFACES MUST SLOPE TO
APPROVED DRAINS, SWALES, OR CONVEYANCE
FEATURES TO PREVENT WATER PONDING OR
PROLONGED SATURATION.
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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM
349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84114-5506 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLCGOV.COM
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15"
12"
15"
EJ
EJ
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EJEJ
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LT
ADD-ALT 02
ADD-ALT 02
1-01
EXISTING TURF TO
BE PRESERVED
AND RESTOREDLA
FA
YE
TT
E
D R
800 NORTH
1-045-16
1-05
5-10
5-12
5-115-14
5-13
5-01
5-02
1-01
1-02
5-04
'-9
5-03
29'-2"
R17'
5-09
8'
4'
ADD-ALT 021-09
5-16
1-09
8'
3' -8
(E
X.
5' (E
X.
3'-11"
(EX.)
9'-2"
(EX.)
±8'-7"13'-9"
11'-8"
11'-6"
NATIVE SOD MEADOW
EXISTING TURF TO
BE PRESERVED
AND RESTORED
EXISTING TURF TO
BE PRESERVED
AND RESTORED
3'
'-8
'-2
'-9
" 24 '-5
1-05
EXISTING TURF TO BE
PRESERVED AND RESTORED
4' -1
1" (E
X.
7'-
3'-10"
(EX.)
4' (EX.)
4' (EX.)
1-04
3' -1
0" (E
X.
9' -1
(E
X.
PROTECT EXISTING
CONCRETE MOW
BAND IN PLACE
R32'-11"
R2 1'
R67
57'-8"
R29'-6"
R16'-11"
R 16'
'-4
1-04ADD-ALT 02
1-08
1-08
RAMP TO BE ADDED
IN BASE BID. IF
ADD-ALT 02 (PIP) IS
PURSUED, RAMP IS
NOT REQUIRED.
RAMP TO BE ADDED
IN BASE BID. IF
ADD-ALT 02 (PIP) IS
PURSUED, RAMP IS
NOT REQUIRED.
4'
24'
R16'
25'-7"
4'-7"
2' -5
8'-4"
P01
P02
P03 P04
P05
P06
P07
P08
P09
P10
C04
C03 C02
C
C05 C06
C07
'-7
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E LS10
SYMBOL CODE DESCRIPTION
1 - PAVING & SURFACING
1-01 ENGINEERED WOOD FIBER SURFACING
1-02 CONCRETE PAVING TYPE I
1-03 CONCRETE PAVING TYPE II
1-04 CONCRETE EDGER
1-05 CONCRETE PLAYGROUND EDGE (MATCH EXISTING)
1-06 SANDBLASTED MOUSE PRINTS
1-07 SANDBLASTED CAT PRINTS
1-08 RUBBER WEAR MAT
1-09 POURED-IN-PLACE RUBBER PLAY SURFACING
(ADD-ALT 02)
REFERENCE NOTES SCHEDULE
3B 3B
B 3
B
15"
12"
15"
C
C
3C3 3C3
1F
3B
3C
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P09
P10
P11
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C03 C02
C
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C07
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5 - FURNISHINGS
5-01 BELT SWING, SEAT ONLY (REUSE EXISTING)
5-02 BENCH (REUSE EXISTING)
5-03 BIKE RACK (REUSE EXISTING)
5-04 PET WASTE DISPENSER
5-05 WATER FOUNTAIN
5-06 LITTER RECEPTACLE
5-07 NEW PICNIC TABLE
5-08 4-TOP TABLE
5-09 UPDATED PLAY STRUCTURE
5-10 COZY DOME
5-11 CURVED BALANCE BEAM
5-12 POD CLIMBER
5-13 TODDLER SWING, SEAT ONLY
5-14 FLEXX SWING, SEAT ONLY
5-15 SHADE STRUCTURE (ADD-ALT 01)
5-16 LANDSCAPE SEATING BOULDER (ADD-ALT 03)
5-17 CONCRETE PICNIC TABLE (REUSE EXISTING - ADD-ALT
04)
SYMBOL CODE DESCRIPTIONDETAIL
6/LS501
1/LS501
2/LS501
5/LS501
3/LS501
4/LS501
8/LS503
7/LS501
2/LS503
8/LS502
2/LS502
1/LS502
7/LS502
5/LS502
3/LS502
4/LS502
1/LS503
5/LS503
6/LS503
7/LS503
3/LS503
4/LS503
6/LS502
8/LS502
9/LS502
DETAIL
P# DESC Position X Position Y
P01 START OF MOW CURB 1523472.7543 7455655.7785
P02 TANGENT POINT ON MOW CURB 1523474.7459 7455633.3352
P03 TANGENT POINT ON MOW CURB 1523502.8550 7455608.4136
P04 START OF MOW CURB 1523556.7394 7455606.4370
P05 START OF MOW CURB 1523560.3003 7455604.5797
P06 START OF MOW CURB 1523579.9228 7455587.9152
P07 START OF MOW CURB 1523578.0674 7455659.4070
P08 TANGENT POINT ON MOW CURB 1523586.3650 7455667.4691
P09 TANGENT POINT ON MOW CURB 1523605.6341 7455674.6776
P10 TANGENT POINT ON MOW CURB 1523638.7093 7455679.8946
P11 END OF CURVE ON MOW CURB 1523682.5011 7455651.7676
C DESC ARC_LENGTH RADIUS TOTAL_ANGLE
C01 MOW CURB BETWEEN P01 & P02 22.99 32.94 40
C02 MOW CURB BETWEEN P02 & P03 46.77 21 127.58
C03 MOW CURB BETWEEN P05 & P06 55.26 67 47.26
C04 MOW CURB BETWEEN P05 & P06 25.90 67 22
C05 MOW CURB BETWEEN P05 & P06 21.17 25.67 47.25
C06 MOW CURB BETWEEN P05 & P06 33.73 80 24.15
C07 MOW CURB BETWEEN P05 & P06 60.78 32 108.81
SITE LAYOUT AND
MATERIALS PLAN -
WEST
LS101
SALT LAKE CITY
CORPORATION
ENGINEERING DIVISION
SALT LAKE CITY
CORPORATION
DEPARTMENT OF COMMUNITY
AND NEIGHBORHOODS
CALL BLUESTAKES
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what's below.
before you dig.Call
R
REIMAGINE
STEENBLIK
PARK -
RE- BID
SP, MJ
GW, MJ
PRK24029
100%
CONSTRUCTION
DOCUMENTS
DATE:
11/12/2025
NORTH
0 5' 10' 20'
SCALE: 1" = 10'-0"
1 SITE LAYOUT AND MATERIALS PLAN - WEST
1" = 10'-0"
LX101 LX102
KEY MAP NORTH
PROPERTY LINE EXISTING STREET LIGHT
LIMIT OF WORK (L.O.W.) EXISTING SIGN (RE: CIVIL DWGS)
EXISTING FIRE HYDRANTEXPANSION JOINT
CONTROL JOINT
TREE PROTECTION ZONETPZ
LAYOUT LEGEND
EXISTING FENCING
EXISTING WATER VALVE
EXISTING ELECTRICAL BOX
EXISTING SPRINKLER
FLUSH CONDITION
LAYOUT POINT DATA - MOW CURBS
CURVE DATA - MOW CURBS
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BINDING ORDER
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PROJECT OWNER:
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SHEET TITLE:
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DRAWING FILE:
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FILE #:
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DRAWN BY:
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CHECKED BY:
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MARK
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DATE
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DESCRIPTION
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PROJECT IDENTIFICATION:
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PREPARED BY:
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COPYRIGHT:
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PREPARER CONSULTANTS:
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