1-CW-ph2-BID SET-Plans-VOLUME-01.pdf
PDF 21 MB Posted
- Attached to
- EMC Cory Wride Phase 2 South Lot
- Solicitation number
- EMC-FY26-16
- Issued by
- Utah County, Utah
About this file
Summary: Cory B. Wride Memorial Park Phase 2 - South Parking Lot Improvements
This is a construction bid set and planning document prepared for the City of Eagle Mountain, Utah for Phase 2 improvements to the Cory B. Wride Memorial Park. The project encompasses site demolition, clearing, grubbing, and removal of existing asphalt, concrete, curb and gutter, and miscellaneous site features within the south parking lot area and designated limits of disturbance. Work includes stripping and stockpiling of topsoil for reuse, comprehensive site grading and earthwork, and implementation of erosion control and Storm Water Pollution Prevention Plan (SWPPP) measures in accordance with City of Eagle Mountain standards and Utah Chapter American Public Works Association (APWA) standards. The construction drawings package includes civil, landscape architecture, architectural, structural, mechanical, plumbing, and electrical design plans with detailed specifications and standard details. The project provides 371 total parking stalls, with 10 ADA accessible parking spaces provided (exceeding the required 8 stalls). Key site features include proposed restroom and pavilion structures, pickleball courts, turf field areas, event stage area, and four retention ponds. Site earthwork estimates indicate approximately 20,180 cubic yards of cut material, 17,115 cubic yards of fill material, and a net export of 3,065 cubic yards.
Bidding for this project requires submission of a bid bond equal to 5 percent of the total project cost with bidding documents, along with proof of insurance at the time of bid submission and a Certificate of Insurance at contract signing. The awarded contractor must post 100 percent performance and payment bonds at contract signing. All materials, workmanship, and construction must meet or exceed standards defined in the APWA Manual of Standard Specifications and applicable City, County, State, and Federal codes. The contractor bears responsibility for field verification of existing utility locations, coordination with all utility companies for relocations and adjustments, protection of all utilities during construction, and compliance with all SWPPP and erosion control requirements. Soil compaction requirements vary based on soil type and intended use, with 95 percent compaction required for A-1 soils under pavements and structures and 90 percent minimum for landscaped areas. All improvements are guaranteed by the contractor to be free from material and workmanship defects for one year from acceptance.
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Text version
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STAT E OF UTAH
#4987010-5301
CHRIS ERIC
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August 10, 2020
SHEET TITLE:
SHEET NUMBER:
CORY B. WRIDE MEMORIAL PARK
PHASE 2 - CONSTRUCTION DRAWINGS
prepared for:
THE CITY OF EAGLE MOUNTAIN
1650 E STAGECOACH RUN, EAGLE MOUNTAIN, UT 84005
Contact: Brad Hickman, Parks and Recreation Director | ph: 801.789.6664 prepared by:
LANGVARDT DESIGN GROUP
328 WEST 200 SOUTH, SUITE 102, SALT LAKE CITY, UT 84101
Contact: Eric Langvardt | ph: 801.505.8090
MID VALLEY ROAD
FRONTIER
MIDDLE
SCHOOL
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VICINITY MAP
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ELEMENTARY
SCHOOL
BOBBY WREN BLVD
EAGLE
MOUNTAIN
ELEMENTARY
GENERAL
GI100 COVER SHEET
CIVIL
C001 LEGEND
C101 OVERALL DEMOLITION PLAN
C102 DEMOLITION PLAN
C103 DEMOLITION PLAN
C104 OVERALL SITE PLAN
C105 SITE PLAN
C106 SITE PLAN
C107 SITE PLAN
C108 SITE PLAN
C109 SITE PLAN
C110 SITE PLAN
C111 SITE PLAN
C112 SITE PLAN
C113 SITE PLAN
C201 OVERALL GRADING PLAN
C202 GRADING PLAN
C203 GRADING PLAN
C204 GRADING PLAN
C205 GRADING PLAN
C206 GRADING PLAN
C207 GRADING PLAN
C208 GRADING PLAN
C209 GRADING PLAN
C210 GRADING PLAN
C211 EROSION CONTROL PLAN
C301 OVERALL UTILITY PLAN
C302 UTILITY PLAN
C303 UTILITY PLAN
C304 UTILITY PLAN
C305 UTILITY & STORM DRAIN PROFILE
C306 STORM DRAIN PROFILE
C307 STORM DRAIN PROFILE
C308 SEWER PROFILE
C309 SEWER PROFILE
C501 STANDARD DETAILS
C502 STANDARD DETAILS
C503 STANDARD DETAILS
C504 STANDARD DETAILS
C505 STANDARD DETAILS
C506 STANDARD DETAILS
LANDSCAPE ARCHITECTURE / SITE
L100 OVERALL SITE PLAN
L101 SITE DEMO PLAN
L102 SITE DEMO PLAN
L103 SITE DEMO PLAN
L104 SITE DEMO PLAN
L105 SITE DEMO PLAN
L106 SITE DEMO PLAN
L107 SITE DEMO PLAN
L108 SITE DEMO PLAN
L200 SITE CALLOUT / MATERIALS LEGEND
L201 SITE CALLOUT / MATERIALS PLAN
L202 SITE CALLOUT / MATERIALS PLAN
L203 SITE CALLOUT / MATERIALS PLAN
L204 SITE CALLOUT / MATERIALS PLAN
L205 SITE CALLOUT / MATERIALS PLAN
L206 SITE CALLOUT / MATERIALS PLAN
L207 SITE CALLOUT / MATERIALS PLAN
L208 SITE CALLOUT / MATERIALS PLAN
L209 SITE CALLOUT / MATERIALS DETAIL
L301 SITE SCORE JOINT PLAN
L302 SITE SCORE JOINT PLAN
L303 SITE SCORE JOINT PLAN
L304 SITE SCORE JOINT PLAN
L305 SITE SCORE JOINT PLAN
L306 SITE SCORE JOINT PLAN
L307 SITE SCORE JOINT PLAN
L308 SITE SCORE JOINT PLAN
L401 SITE LAYOUT PLAN
L402 SITE LAYOUT PLAN
L403 SITE LAYOUT PLAN
L404 SITE LAYOUT PLAN
L405 SITE LAYOUT PLAN
L406 SITE LAYOUT PLAN
LANDSCAPE ARCHITECTURE / SITE (CONTINUED)
L407 SITE LAYOUT PLAN
L408 SITE LAYOUT PLAN
L409 SITE LAYOUT DETAIL
L500 LANDSCAPE LEGEND AND NOTES
L501 LANDSCAPE PLAN
L502 LANDSCAPE PLAN
L503 LANDSCAPE PLAN
L504 LANDSCAPE PLAN
L505 LANDSCAPE PLAN
L506 LANDSCAPE PLAN
L507 LANDSCAPE PLAN
L508 LANDSCAPE PLAN
L509 LANDSCAPE DETAILS
L600 IRRIGATION LEGEND AND NOTES
L601 IRRIGATION PLAN
L602 IRRIGATION PLAN
L603 IRRIGATION PLAN
L604 IRRIGATION PLAN
L605 IRRIGATION PLAN
L606 IRRIGATION PLAN
L607 IRRIGATION PLAN
L608 IRRIGATION PLAN
L609 IRRIGATION DETAILS
L700 SITE DETAILS
L701 SITE DETAILS
L702 SITE DETAILS
L703 SITE DETAILS
L704 SITE DETAILS
L705 SITE DETAILS
L706 SITE DETAILS
L707 SITE DETAILS
ARCHITECTURE
GI001 GEN. NOTES, LEGENDS, ABBRV.
GI002 ADA REQUIREMENTS
GI003 CODE ANALYSIS
AS101 ARCHITECTURAL SITE PLAN
AE101 FLOOR PLANS
AE102 CEILING PLAN, ROOF PLAN
AE201 ELEVATIONS, SECTIONS
AE401 INT. ELEV'S, DETAILS, SCHEDULES
AE501 DETAILS
STRUCTURAL
S001 GENERAL STRUCTURAL NOTES
S002 TYPICAL DETAILS
S003 TYPICAL DETAILS
S101 FOUNDATION PLANS
S201 FRAMING PLANS
S301 FOUNDATION DETAILS
S401 FRAMING DETAILS
S402 FRAMING DETAILS
MECHANICAL
ME001 MECHANICAL COVER SHEET
MH101 MECHANICAL PLAN
MH102 ROOF MECHANICAL PLAN
PLUMBING
PE001 PLUMBING COVER SHEET
PE501 PLUMBING DETAILS
PL101 WATER PIPING PLAN
PL102 DRAIN, WASTE & VENT PIPING PLAN
PL103 ROOF DRAIN, WASTE & VENT PIPING PLAN
ELECTRICAL
E001 ELECTRICAL GENERAL SHEET
E101 AREA 1 ELECTRICAL PLAN
E102 AREA 2 ELECTRICAL PLAN
E103 AREA 3 ELECTRICAL PLAN
E104 AREA 4 ELECTRICAL PLAN
E105 AREA 5 ELECTRICAL PLAN
E401 ENLARGED RESTROOM PLANS
E402 ENLARGED RESTROOM PLANS
E501 ELECTRICAL SCHEDULES
E502 ELECTRICAL SCHEDULES
E601 ELECTRICAL SCHEDULES
E602 ELECTRICAL SCHEDULES
Civil Engineer
CIVIL SOLUTIONS GROUP
698 N. 1890 W., Suite 43B, Provo, UT 84601
Office: 801.874.1432
Contact: Dayton Law
Architect
RANGE architecture + design
3745 E. Hermes Dr., Salt Lake City, UT 84124
Office: 801.694.9150
Contact: Derek Wilson
Electrical Engineer
ROCKY MOUNTAIN
CONSULTING ENGINEERS
2117 South 3600 West, Salt Lake City, UT 84119
Office: 801.566.0503
Contact: Dustin Hughes
CONSULTANTS
COVER
SHEET
GI100
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NOT TO SCALE
CORY B. WRIDE MEMORIAL PARK
CONSTRUCTION DOCUMENTS
8/10/20
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20-044
AUGUST 10, 2020
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REVISIONS:
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DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
PROPERTY BOUNDARY
STORM DRAIN LINE
WATER LINE
IRRIGATION LINE
GAS LINE
SEWER LINE
POWER LINE
AERIAL POWER LINE
COMMUNICATION LINE
CONTOUR MINOR
CONTOUR MAJOR
ASPHALT
CURB AND GUTTER
FENCE
CONCRETE
EXISTING TO BE REMOVED
WATER VALVE
FIRE HYDRANT
STORMDRAIN BOX
WATER METER
SEWER MANHOLE
sd ss c x x w e
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WATER LINE (SIZE SHOWN ON PLAN)
STORM DRAIN LINE
IRRIGATION LINE (SIZE SHOWN ON PLAN)
GAS LINE
SANITARY SEWER LINE (SIZE SHOWN ON PLAN)
BURIED POWER LINE
BURIED COMMUNICATION LINE
CONTOUR MAJOR
CONTOUR MINOR
ASPHALT
30" CURB & GUTTER
30" REVERSE SLOPE CURB & GUTTER
CONCRETE SIDEWALK.
BUILDING SETBACK
WATER VALVE
FIRE HYDRANT
SEWER MANHOLE
WATER METER
STORMDRAIN BOX
IRR IRR
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LEGEND EXISTING LEGEND PROPOSED
SD
C001
LEGEND
1. ALL MATERIALS, WORKMANSHIP, CONSTRUCTION AND PLACEMENT SHALL MEET OR
EXCEED THE STANDARDS AND SPECIFICATIONS AS DEFINED IN THE MANUAL OF
STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, UTAH CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND APPLICABLE CITY, COUNTY,
STATE AND FEDERAL CODES AND REGULATIONS. WHERE THERE IS A CONFLICT
BETWEEN THESE PLANS, SPECIFICATIONS OR ANY APPLICABLE STANDARD, THE MOST
RESTRICTIVE STANDARD SHALL APPLY.
2. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST
REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE.
3. WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CURRENT CITY OF EAGLE
MOUNTAIN STANDARDS OR THE UTAH CHAPTER OF AMERICAN PUBLIC WORKS
ASSOCIATION (APWA) STANDARD PLANS AND SPECIFICATIONS, 2017 EDITION.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR FIELD LOCATING AND VERIFYING
ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND
OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS AND AT
ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE SITE ELEMENTS
INDICATED IN THESE PLANS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION
IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER. DESIGN
MODIFICATION(S) MUST BE APPROVED BY THE OWNER PRIOR TO BEING
IMPLEMENTED.
5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATIONS OF EXISTING UTILITIES, AS INDICATED ON THESE PLANS, IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT BLUE STAKES (BY
DIALING 811) AT LEAST 2 WORKING DAYS PRIOR TO BEGINNING EXCAVATION,
TRENCHING OR GRADING TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED.
ALL OTHER UN-REGISTERED UTILITIES (I.E. DITCH, IRRIGATION COMPANY, OTHER
SITE-SPECIFIC UTILITIES, ETC.) ARE TO BE LOCATED BY CONTACTING, IN ADVANCE,
THE RESPECTIVE REPRESENTATIVE. UTILITY SERVICE LATERALS SHOULD ALSO BE
LOCATED PRIOR TO BEGINNING EXCAVATION, TRENCHING OR GRADING ACTIVITIES.
6. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE PROJECT OWNER,
LOCAL JURISDICTION AND ALL UTILITY COMPANIES INVOLVED REGARDING
RELOCATIONS, ADJUSTMENTS, EXTENSIONS AND REARRANGEMENTS OF EXISTING
UTILITIES DURING CONSTRUCTION, AND TO ASSURE THAT THE WORK IS
ACCOMPLISHED IN A TIMELY FASHION AND WITH MINIMAL DISRUPTION OF SERVICE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING, IN ADVANCE, ALL
PARTIES AFFECTED BY ANY DISRUPTION OF UTILITY SERVICE AS WELL AS THE UTILITY
COMPANIES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES DURING
CONSTRUCTION AND FOR COORDINATING WITH THE APPROPRIATE UTILITY
COMPANY FOR ANY UTILITY CROSSINGS REQUIRED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE COST OF ALL MEANS REQUIRED TO PROTECT EXISTING
UTILITIES AND/OR TO WORK AROUND SUCH UTILITIES. THIS INCLUDES, BUT IS NOT
LIMITED TO, SUPPORTING EXISTING UTILITIES, SHORING AROUND EXITING UTILITIES,
PHASING OF WORK AND TRAFFIC CONTROL.
8. THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION AND AFFECTED UTILITY
COMPANY, AND ALL AFFECTED PARTIES A MINIMUM OF 24 HOURS PRIOR TO ANY
WATER INTERRUPTION.
9. THE CONTRACTOR IS NOT TO OPERATE ANY VALVES, FIRE HYDRANTS AND OTHER
APPURTENANCES. COORDINATE WITH THE UTILITY SUPPLIER.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY. INCLUDING,
BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL,
SECURITY AND OTHER SITE RELATED SAFETY PRACTICES. REFER TO OSHA
PUBLICATION 2226, EXCAVATING AND TRENCHING.
11. IF DURING CONSTRUCTION CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE
A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE
CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY.
12. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN TO THE
REVIEWING AGENCY (LOCAL GOVERNMENT, UDOT OR OTHERS AS REQUIRED BY
PERMIT) FOR REVIEW AND ACCEPTANCE, PRIOR TO ANY CONSTRUCTION ACTIVITIES
WITHIN, OR AFFECTING THE RIGHT-OF-WAY. ALL TRAFFIC CONTROL PLANS SHALL BE
IN ACCORDANCE WITH MUTCD OR UDOT STANDARDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL DEVICES, PERSONNEL AND
OTHER FACILITIES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIVITIES.
13. THE CONTRACTOR SHALL MEET ALL EAGLE MOUNTAIN STORM WATER POLLUTION
PREVENTION PLAN (SWPP) REQUIREMENTS AND HAVE ONSITE AT ALL TIMES AN UP
TO DATE SWPPP, A BMP MAINTENANCE FOLDER, ONE (1) SIGNED COPY OF THE
APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND
SPECIFICATIONS, AND A COPY OF ANY PERMITS AND AGREEMENTS NEEDED FOR THE
JOB.
14. THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE UTAH
PERMIT FOR STORM WATER DISCHARGE, THE SWPPP AND THE EROSION CONTROL
PLAN.
15. ALL BMPS SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION AND AT AREAS
WITH DISTURBED SOIL (ON OR OFF SITE) PRIOR TO ANY OTHER GROUND DISTURBING
ACTIVITY. ALL BMPS SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR,
UNTIL THE ENTIRE DISTURBED AREA IS STABILIZED WITH HARD SURFACING OR
LANDSCAPING.
16. MUD AND DEBRIS MUST BE REMOVED BY THE END OF EACH WORKING DAY BY AN
APPROPRIATE MECHANICAL METHOD (I.E. MACHINE BROOM SWEEP, HAND
SWEEPING, ETC.).
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-CONSTRUCTED
INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE.
THIS RECORD DRAWING SET SHALL BE AVAILABLE TO THE OWNERS/ENGINEERS
DESIGNATED REPRESENTATIVE AT ALL TIMES.
18. WORK ACTIVITY AND SCHEDULES SHALL BE COORDINATED WITH THE OWNER AND
THEIR ACTIVITIES ON-SITE.
19. UPON COMPLETION OF CONSTRUCTION, THE SITE SHALL BE CLEANED AND RESTORED
TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED BEFORE
CONSTRUCTION, OR TO THE GRADES AND CONDITION AS REQUIRED BY THESE PLANS
AND SPECIFICATIONS.
20. IMPROVEMENTS DEPICTED IN THESE PLANS AND CONSTRUCTED BY THE
CONTRACTOR SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE FROM
MATERIAL AND WORKMANSHIP DEFECTS FOR A PERIOD OF ONE YEAR FROM THE
DATE OF ACCEPTANCE.
21. THE APPROVED, DESIGNATED PROJECT SUPERVISOR SHALL BE ON-SITE WHILE WORK
IS BEING CONDUCTED.
22. SOIL COMPACTION EFFORT SHALL BE AS FOLLOWS:
a. THE MINIMUM RELATIVE DENSITY SHALL BE 95% OF THE MODIFIED
PROCTOR (ASTM D 1557 OR AASHTO T 180) FOR A-1 SOILS.
b. THE MINIMUM RELATIVE DENSITY SHALL BE 95% OF THE STANDARD
PROCTOR (ASTM D 698 OR AASHTO T 99) FOR ALL SOILS OTHER THAN A-1
SOILS THAT LIE BENEATH PAVEMENTS, STRUCTURES AND OTHER
ELEMENTS AS DEFINED IN THIS PLAN AND SPECIFICATIONS.
c. THE MINIMUM RELATIVE DENSITY SHALL BE 90% OF THE STANDARD
PROCTOR (ASTM D 698 OR AASHTO T 99) FOR ALL SOILS OTHER THAN A-1
SOILS THAT LIE BENEATH LANDSCAPED OR OTHER AREAS THAT ARE NOT
INTENDED FOR VEHICULAR OR STRUCTURAL LOADINGS.
d. ALL FILL MATERIAL TO BE PLACED IN 8" MAX COMPACTED LIFTS.
GENERAL CONSTRUCTION NOTES:
Sheet List Table
Sheet Number Sheet Title
C001 LEGEND
C101 OVERALL DEMOLITION PLAN
C102 DEMOLITION PLAN
C103 DEMOLITION PLAN
C104 OVERALL SITE PLAN
C105 SITE PLAN
C106 SITE PLAN
C107 SITE PLAN
C108 SITE PLAN
C109 SITE PLAN
C110 SITE PLAN
C111 SITE PLAN
C112 SITE PLAN
C113 SITE PLAN
C201 OVERALL GRADING PLAN
C202 GRADING PLAN
C203 GRADING PLAN
C204 GRADING PLAN
C205 GRADING PLAN
C206 GRADING PLAN
C207 GRADING PLAN
C208 GRADING PLAN
C209 GRADING PLAN
C210 GRADING PLAN
C211 EROSION CONTROL PLAN
C301 OVERALL UTILITY PLAN
C302 UTILITY PLAN
C303 UTILITY PLAN
C304 UTILITY PLAN
C305 UTILITY & STORM DRAIN PROFILE
C306 STORM DRAIN PROFILE
C307 STORM DRAIN PROFILE
C308 SEWER PROFILE
C309 SEWER PROFILE
C501 STANDARD DETAILS
C502 STANDARD DETAILS
C503 STANDARD DETAILS
C504 STANDARD DETAILS
C505 STANDARD DETAILS
C506 STANDARD DETAILS
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REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C101
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SHEET C102
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GENERAL NOTES:
1. ALL CONSTRUCTION MATERIALS STORAGE AND
DISTURBANCES SHALL REMAIN WITHIN THE LIMIT OF
DISTURBANCE BOUNDARY.
2. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON SITE
FOR USE IN FINAL GRADING.
3. REMOVE AND DISPOSE OF ALL EXISTING VEGETATIVE
MATTER AND DEBRIS FOR SITE.
4. CONTRACTOR SHALL PROVIDE A PROJECT SWPPP AND HAVE
A COPY ON SITE AT ALL TIMES.
5. ALL CONSTRUCTION WASTE AND DEBRIS IS TO BE DISPOSED
OF OFF-SITE AT AN APPROVED FACILITY.
N
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REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C102
DEMOLITION
PLAN
SHEET KEY NOTES:
1. REMOVE EXISTING ASPHALT
2. REMOVE EXISTING CONCRETE
3. REMOVE EXISTING CURB AND GUTTER
4. REMOVE EXISTING FENCE
5. LIMIT OF DISTURBANCE
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C x x x
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EXISTING OVERHEAD POWER
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IRRIGATION
EXISTING CULINARY
WATER
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SEWER
S
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AUGUST 10, 2020
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REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C103
DEMOLITION
PLAN
SHEET KEY NOTES:
1. REMOVE EXISTING ASPHALT
2. REMOVE EXISTING CONCRETE
3. REMOVE EXISTING CURB AND GUTTER
4. REMOVE EXISTING FENCE
5. LIMIT OF DISTURBANCE
GENERAL NOTES:
1. ALL CONSTRUCTION MATERIALS STORAGE AND
DISTURBANCES SHALL REMAIN WITHIN THE LIMIT OF
DISTURBANCE BOUNDARY.
2. CONTRACTOR TO STRIP AND STOCKPILE TOPSOIL ON SITE
FOR USE IN FINAL GRADING.
3. REMOVE AND DISPOSE OF ALL EXISTING VEGETATIVE
MATTER AND DEBRIS FOR SITE.
4. CONTRACTOR SHALL PROVIDE A PROJECT SWPPP AND HAVE
A COPY ON SITE AT ALL TIMES.
5. ALL CONSTRUCTION WASTE AND DEBRIS IS TO BE DISPOSED
OF OFF-SITE AT AN APPROVED FACILITY.
M A
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SHEET C113
SHEET C111
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SHEET C108
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SHEET C105
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AUGUST 10, 2020
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REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C104
OVERALL SITE
PLAN
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R9.5'
R9.5'
R137.5'
R162.5'
R180.5'
R119.5'
R162.5'
R9.5'
8.0'
8.0'
8.5'
MID VALLEY ROAD
R2.5' R2.5'
R2.5'
R2.5'
R2.5'
R2.5'
9.0'
(TYP)
18.0'
(TYP) 22
SAWCUT LINE
SAWCUT LINE
R2.5'
24.0'
SAWCUT LINE
22.0'
EXISTING PAVED TRAIL
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
N
0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
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REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C105
SITE PLAN
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
M A
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PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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PICKLE BALL RETENTION
POND (SEE DETAIL 1/C504)
R103.0'
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GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
N
0 20' 40'
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20-044
AUGUST 10, 2020
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C106
SITE PLAN
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
M A
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E E S
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PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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R9.5'
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9.0'
(TYP)
18.0'
(TYP)
SAWCUT LINE
NORTH RETENTION POND
(SEE DETAIL 2/C504)
PROPOSED UTILITIES
(SEE UTILITY SHEETS)
SAWCUT LINE
24.0'
EDGE OF PROPOSED TURF
(SEE LANDSCAPE SHEETS)
R212.5'
R175.7'
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C107
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
MATCHLINE, SEE SHEET C111
PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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8.0'
8.0'
R109.0'
R117.0'
R114.0'
R106.0'
R71.0'
R79.0'
R54.0'
R46.0'
R12.0'
R15.0'
N
0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
C O
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M
E M
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I A
L
P
A R
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BID SET
P H
A S
E
E A
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U
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A I N
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T A
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C108
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
M A
T C
H L
IN
E S
E E S
H E E T
C
PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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S s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w w w w w w w w w w w w w w s d s d s d s d i r i r i r i r i r i r i r i r i r i r i r i r i r i r
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S s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s w w w w w w w w w w w w w w s d s d s d s d i r i r i r i r i r i r i r i r i r i r i r i r i r i r
R117.0'
R109.0'
R74.0'
R66.0'
R50.5'
R4.5'
R32.1'
R24.5'
R24.5'
R204.0'
R196.0'
R75.0'
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R24.0'
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P O
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E X
P R
E S
S P
A R
K W
A Y
R2.5'
R2.5'
R2.5'
9.0'
(TYP)
18.0'
(TYP)
INSTALL 8" CONCRETE OVER 8"
UNTREATED BASE COARSE
EXISTING
RETENTION
POND
24.0'
R2.5' R68.5'
R41.5'
6.0'
8.5' 8.5'
TRANSITION FROM HEAVY DUTY
TO STANDARD DUTY ASPHALT
TRANSITION FROM HEAVY DUTY
TO STANDARD DUTY ASPHALT
10.5'
N
0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
C O
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M
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P
A R
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BID SET
P H
A S
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E A
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U
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A I N
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T A
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C109
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
M A
T C
H L
IN
E S
E E S
H E E T
C
8 PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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R112.5'
R87.5' R37.5'
R11.5'
R62.5'
R2.5'
R2.5'
R7.5'
R2.5'
R7.5'R2.5'
R2.5'
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R2.5'
R7.5'R2.5'
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R7.5'
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R32.5'
R2.5'
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R2.5' R7.5'
R2.5' R7.5'
R2.5'
R2.5'
R7.5' R2.5'
R2.5' R7.5'
R2.5'
R9.5'
R11.5'
R11.5' R2.5'
R7.5' R2.5'
R287.5'
R312.5' 9.0'
(TYP)
18.0'
(TYP)
R2.0'
(FACE OF CURB) R2.0'
R2.0' R2.0'
R2.0' R2.0'
R2.0' R2.0'
R2.0' R2.0'
R2.0' R2.0'
R2.0'
R2.0'
12.0'
4.2' 6.0'
6.0'
24.0'
8.5'
8.5'
8.5'
8.5'
18.0'
24.0'
24.0'
24.0'
24.0'
7 26
R50.5'
R80.5'
R33.0'
R25.0'
R77.5' R77.5'
R69.5'
R53.0'
R47.0' R122.5'
R128.5'
10.0'
10.0'
N
0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
C O
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M
E M
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I A
L
P
A R
K
BID SET
P H
A S
E
E A
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U
N T
A I N
U
T A
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C110
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
MATCHLINE, SEE SHEET C112
M A
T C
H L
IN
E S
E E S
H E E T
C
8.0'
6.0'
6.0'
6.0'
8.0'
PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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W
W
W
W
W
W
W
W
W
R2.5'
R2.5'
R2.5'
R2.5'
R2.5'
R2.5'
18.0'
(TYP)
9.0'
(TYP)
MIDDLE RETENTION POND
(SEE DETAIL 3/C504)
PROPOSED STORM DRAIN
SEE STORM DRAIN SHEETS
PROPOSED UTILITIES
SEE UTILITY SHEETS
R269.5'
R330.5'
R2.0'
(FACE OF CURB)
R2.0'
R2.0'
R2.0'
R330.5'
R269.5'
R269.5'
R330.5'
R330.5' R2.0'
R2.0'
R2.0'
R2.0'
18.0'
9.0'
8.0'
6.0'
R53.0'
R47.0'
8.0'
8.5'
8.5'
9.0'
9.0'
10.0' 10.0'
N
0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
C O
W
R I D
E
M
E M
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I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C111
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
M A
T C
H L
IN
E S
E E S
H E E T
C
MATCHLINE, SEE SHEET C107
MATCHLINE, SEE SHEET C113
PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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O F F R
O A
D
SOUTH RETENTION POND
(SEE DETAIL 4/C504)
N
0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
C O
W
R I D
E
M
E M
O R
I A
L
P
A R
K
BID SET
P H
A S
E
E A
G
U
N T
A I N
U
T A
H
VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C112
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
MATCHLINE, SEE SHEET C110
M A
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H L
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H E E T
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PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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0 20' 40'
AO
CF
20-044
AUGUST 10, 2020
C O
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P H
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C113
SITE PLAN
GENERAL NOTES:
1. SEE LANDSCAPE PLANS FOR WALKWAY AND FIELD DETAILS.
2. ALL EXISTING HARDSCAPE FEATURES (I.E. CURB & GUTTER,
SIDEWALK, CONCRETE ELEMENTS, ASPHALT, ETC.) SHALL BE
SAWCUT WITH CLEAN STRAIGHT LINES AT EXISTING JOINTS
IF POSSIBLE.
3. CURB AND GUTTER RADIAL DIMENSIONS ARE TO BACK OF
CURB UNLESS NOTED OTHERWISE. RADII ON ADA RAMPS
ARE MEASURED ON THE FACE OF CURB.
SHEET KEY NOTES:
1. INSTALL CONCRETE SIDEWALK (6/C502)
2. INSTALL 30" TYPE A CURB AND GUTTER (1/C501)
3. INSTALL 30" REVERSE SLOPE CURB AND GUTTER (6/C501)
4. INSTALL 4' VALLEY GUTTER (2/C501)
5. INSTALL STANDARD DUTY ASPHALT (1/C502)
6. INSTALL HEAVY DUTY ASPHALT (2/C502)
7. LIMIT OF DISTURBANCE
8. INSTALL ADA RAMP #1 (3/C501)
9. INSTALL ADA RAMP #2 (4/C501)
10. INSTALL ADA RAMP #3 (5/C501)
11. INSTALL GATE (1/C506).
12. INSTALL 6" MOW STRIP (4/C502)
13. PROPOSED RESTROOM, SEE ARCHITECTURAL PLANS FOR
DETAILS.
14. PROPOSED PAVILION, SEE ARCHITECTURAL PLANS FOR
DETAILS.
15. PROPOSED FIELD/ TURF.
16. PROPOSED EVENT STAGE AREA.
17. PROPOSED LIGHT POLE, SEE ELECTRICAL PLANS FOR
DETAILS.
18. INSTALL CURB CUT (5/C502)
19. PROPOSED PICKLEBALL COURT, SEE LANDSCAPE PLANS
FOR DETAILS.
20. INSTALL RIPRAP DRAINAGE WAY (3/C502)
21. INSTALL IRRIGATION SLEEVE (1-2" & 1-6"). REFER TO
LANDSCAPE PLAN FOR DETAIL
22. INSTALL CROSSWALK PAVEMENT MARKING (2' WHITE)
23. PARKING STALL PAINT (4" MATCH EXISTING PARKING PAINT
COLOR)
24. INSTALL ADA SIGN (2/C503)
25. INSTALL 12' PAVED TRAIL (2/C506)
26. EXTENT OF LANDSCAPE IMPROVEMENTS, SEE LANDSCAPE
PLANS FOR DETAILS.
27. INSTALL ADA PARKING SYMBOL
28. INSTALL DRINKING FOUNTAIN (SEE UTILITY PLAN FOR WATER
CONNECTION & DRAIN)
M A
T C
H L
IN
E S
E E S
H E E T
C
MATCHLINE, SEE SHEET C111
PARKING TABULATION:
1. TOTAL PARKING STALLS PROVIDED: 371
2. ADA PARKING STALLS REQUIRED: 8
2.1. STANDARD ADA STALLS REQUIRED: 6
2.2. VAN ADA STALLS REQUIRED: 2
3. ADA PARKING STALLS PROVIDED: 10
3.1. ALL ADA STALLS ARE VAN ACCESSIBLE
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SHEET C208
SHEET C207
SHEET C209
SHEET C205
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AO
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20-044
AUGUST 10, 2020
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VERSION:
REVIEW BY:
REVISIONS:
PROJECT:
DRAWN BY:
DATE:
SHEET TITLE:
SHEET NUMBER:
8/10/2020
C201
OVERALL GRADING
PLAN
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