5-2-CS27007-27328510-Approved Plans.pdf

BLANDING CITY/UDWR

RECAPTURE BOAT RAMP

N RADIO HILL ROAD, BLANDING, UTAH

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VICINITY MAP

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATECLIENT

2302-012 C-001

SHEET NO.PROJECT NO.

SUBMITTAL: BID SET

INDEX TO SHEETS

SHEET NO. SHEET TITLE

C-001 TITLE

C-002 LEGEND AND NOTES

C-100 EXISTING CONDITION AND DEMO PLAN

C-101 SITE PLAN

C-301 GRADING PLAN

C-501 TO C-502 DETAILS

BLANDING

SAN JUAN

KANEWASHINGTON

IRON GARFIELD

WAYNEPIUTEBEAVER

MILLARD

SEVIER

EMERY GRAND

SANPETE

CARBON

JUAB

UTAH

WASATCH

DUCHESNE

UINTAH

DAGGETTSUMMIT

SALT LAKE

TOOELE

DAVIS

MORGAN

WEBER

RICH

CACHE

BOX ELDER

IDAHO

WYOMING

C O

LO

R

AD

O

N

EV

AD

A

ARIZONA

PROJECT LOCATION

July 1, 2026 July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

REVIEWED FOR CODE

COMPLIANCE

LEGEND

EDGE OF ASPHALT

EDGE OF CONCRETE

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

FINISHED GROUND

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

SW

FG

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

CULINARY WATER VALVE

SANITARY SEWER MANHOLE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

EXISTING RIGHT OF WAY LINE

SANITARY SEWER MANHOLE

CULINARY WATER VALVE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

G.W.

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

M

M

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

FIBER OPTIC LINE

MAILBOX

MAILBOX

ABBREVIATIONS

POWER POLE

COMMUNICATION MANHOLE

RIGHT-OF-WAY

SEWER MANHOLE

LEFT

RIGHT

EPP

CMH

R/W

SMH

L / LT

R / RT

TEMPORARY T.C.E.

PUBLIC UTILITY EASEMENTP.U.E.

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

EPP

SMH SMH

EPP

WMH WATER MANHOLE

LIGHT POLE

LIGHT POLE

SCO

M GAS METER

GAS METERM

GENERAL NOTES

1. REQUEST ACCEPTANCE FROM ENGINEER PRIOR TO MAKING MODIFICATIONS TO DRAWINGS,

SPECIFICATIONS, OR CONSTRUCTION SCHEDULE.

2.PERFORM CONSTRUCTION IN ACCORDANCE WITH LATEST VERSION (2017) OF APWA UTAH CHAPTER

MANUAL OF STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, INCLUDING AMENDMENTS, INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE (IPC), INTERNATIONAL FIRE

CODE (IFC), AND/OR OWNER STANDARDS AND SPECIFICATIONS.

3. IN CASE OF CONFLICT BETWEEN CODES, REFERENCE STANDARDS, STATE RULES, DRAWINGS AND

SPECIFICATIONS, ADHERE TO MOST STRINGENT REQUIREMENTS.

4.EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND ARE BASED ON UTILITY MAPS

AND FIELD SURVEY OF SURFACE EVIDENCE.

5. LOCATE AND PROTECT EXISTING UTILITIES AND ANY OBSTRUCTIONS DURING COURSE OF

CONSTRUCTION. NOTIFY BLUE STAKES (811) AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES ON SITE. RESTORE UTILITIES DAMAGED DURING CONSTRUCTION TO CONDITION EQUAL TO

OR BETTER THAN EXISTING CONDITION PRIOR TO CONSTRUCTION.

6. NOTIFY ENGINEER OR PROJECT REPRESENTATIVE OF ANY CONFLICTS BETWEEN EXISTING FEATURES

AND NEW CONSTRUCTION.

7. UNLESS DETAILED, SPECIFIED OR INDICATED OTHERWISE, CONSTRUCTION SHALL BE AS INDICATED IN

APPLICABLE TYPICAL DETAILS AND GENERAL NOTES.

8. CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY.

9. MEET UTAH DEPARTMENT OF ENVIRONMENTAL QUALITY AND U.S. EPA REQUIREMENTS, RULES, AND

REGULATIONS.

10. OBTAIN REQUIRED APPROVALS AND PERMITS AND PAY REQUIRED FEES PRIOR TO BEGINNING

CONSTRUCTION.

11. CONDUCT CONSTRUCTION OPERATIONS WITH NECESSARY SIGNS, BARRICADES, AND FLASHERS PLACED TO COMPLY WITH OSHA, UTAH STATE INDUSTRIAL COMMISSION, LOCAL SAFETY STANDARDS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

12. NO FULL ROAD CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVAL OF OWNER. MAINTAIN TRAFFIC IN TWO DIRECTIONS AT ALL TIMES FOR ROADS AND ROAD CROSSINGS, UNLESS EXTENUATING CIRCUMSTANCES PROHIBIT. MAKE ROAD CLOSURE REQUESTS 1 WEEK BEFORE NEEDING TO CLOSE

ROAD.

13. OBTAIN RIGHT OF INGRESS AND EGRESS SHOULD WORK OR PERSONNEL VENTURE ONTO PRIVATE

PROPERTY WHICH IS NOT INCLUDED IN OWNER ACQUIRED RIGHTS-OF-WAY AND EASEMENTS.

14. OBTAIN COUNTY PERMIT BEFORE BEGINNING CONSTRUCTION FOR WORK LOCATED WITHIN 30 FEET OF

GOVERNMENT SURVEY MONUMENT OR PUBLIC LAND SURVEY GOVERNMENT CORNER.

SURVEY NOTES

1. SUBJECT SITE WAS FIELD SURVEYED OCTOBER 2023 BY JONES AND DEMILLE ENGINEERING.

2. ANY COORDINATES, IF SHOWN, ARE LOCAL COORDINATES UNLESS OTHERWISE INDICATED.

3. DISTANCES REFLECT GROUND MEASUREMENTS.

4. IF SHOWN, LOCAL SURVEY CONTROL POINTS WERE ESTABLISHED USING TRIMBLE GPS EQUIPMENT.

CONTRACTOR TO VERIFY AGREEMENT BETWEEN BENCHMARK ELEVATION AND CONTROL POINTS, AS

INDICATED. NOTIFY ENGINEER IF CONTROL POINTS VARY MORE THAN 0.07-FEET.

CONSTRUCTION NOTES

1. NOTIFY OWNER, AT LEAST TWO BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION.

2. SCHEDULE AND ATTEND PRE-CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

SCHEDULE MEETING THROUGH OWNER OR OWNER'S REPRESENTATIVE.

3. PROVIDE CONSTRUCTION SCHEDULE TO ENGINEER AND OWNER.

4.FIELD VERIFY EXISTING CONDITIONS. QUANTITIES, LENGTHS, VOLUMES, AND AREAS INDICATED ARE

APPROXIMATE AND ARE PROVIDED TO ASSIST CONTRACTOR. VERIFY QUANTITIES AND DETERMINE

MEASUREMENTS, AS NECESSARY.

5. VERIFY DIMENSIONS BEFORE STARTING WORK AND IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES.

6. OBTAIN APPROVAL FROM OWNER PRIOR TO CONSTRUCTION FOR USE OF STAGING AREAS (IF ANY) NOT

SHOWN ON DRAWINGS. COORDINATE WITH OWNER TO IDENTIFY POTENTIAL USEABLE STAGING AREAS.

RESTORE STAGING AREA TO PRECONSTRUCTION CONDITION.

7. PROTECT EXISTING IMPROVEMENTS DURING CONSTRUCTION AND REPLACE OR RESTORE IMPROVEMENTS DAMAGED AS RESULT OF CONSTRUCTION ACTIVITY. RESTORE IMPROVEMENTS TO AS-GOOD-AS OR BETTER-THAN CONDITION THAT EXISTED PRIOR TO CONSTRUCTION. PROPERLY BACKFILL, COMPACT, AND

RESTORE PAVEMENT WITHIN STREET RIGHT-OF-WAY.

8. DISPOSE WASTE OFF SITE AT LANDFILL OR OTHER LEGAL DISPOSAL FACILITY.

9. REMOVE SURPLUS EXCAVATION FROM SITE. USE TOPSOIL OR OTHER NATIVE MATERIAL IN LANDSCAPE OR

NATIVE GRADING. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIALS. PLACE TOPSOIL IN

LANDSCAPED AREAS IN 4 INCHES THICK MINIMUM AND GRADE TO DRAIN.

10. PERFORM CONSTRUCTION QUALITY CONTROL TESTING, INCLUDING SOILS, BACKFILL CONCRETE, UTILITIES, ETC.

11. PERFORM MATERIALS TESTING AND SUBMIT COPIES OF TEST RESULTS TO ENGINEER AND/OR OWNER AS REQUIRED PER SPECIFICATIONS. COORDINATE TESTING WITH INSPECTORS AND/OR ENGINEER. PERFORM DENSITY TESTING ON TRENCH BACKFILL, GRANULAR BORROW, AND UNTREATED BASE COURSE PLACEMENT FOR ROADWAY AND PRIOR TO ANY CONCRETE PLACEMENT WHERE NECESSARY. SEE SPECIFICATIONS FOR

TESTING FREQUENCY.

12. PROVIDE SITE DUST CONTROL AND SUPPRESSION FOR DURATION OF PROJECT, INCLUDING WEEKENDS.

13. PROVIDE AND MAINTAIN ANY AND ALL TEMPORARY UTILITIES DURING CONSTRUCTION.

14. PROVIDE PAVEMENT MARKINGS, STRIPING AND SIGNAGE PER THE REQUIREMENTS OF THE LATEST EDITION

OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

EROSION CONTROL NOTES

1. PREPARE AND SUBMIT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). PRIOR TO STARTING

CONSTRUCTION FILE NOTICE OF INTENT (NOI) AND AT END OF CONSTRUCTION FILE NOTICE OF

TERMINATION (NOT).

2.PERFORM CONSTRUCTION WORK IN ACCORDANCE WITH UTAH POLLUTION DISCHARGE ELIMINATION

SYSTEM (UPDES) REGULATIONS.

3. DURING CONSTRUCTION, PREVENT AND CONTROL EROSION DUE TO WIND AND WATER. FOLLOW

PROCEDURES AND BEST MANAGEMENT PRACTICES INDICATED IN SWPPP AND INSTALL EROSION

CONTROL MEASURES INDICATED IN SWPPP. KEEP A COPY OF THE SWPPP ON SITE AT ALL TIMES.

4.PROVIDE ADDITIONAL EROSION CONTROL MEASURES WHEN UNFORESEEN PROBLEMS OCCUR OR IF SWPPP DOES NOT FUNCTION AS INTENDED. ADJUST EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC.) AS NECESSARY DUE TO GRADE CHANGES DURING CONSTRUCTION. OWNER MAY

REQUIRE ADDITIONAL CONTROL DEVICES UPON INSPECTION OF PROPOSED FACILITIES.

5. KEEP STREETS CLEAN AND FREE FROM SOIL AND DEBRIS DURING CONSTRUCTION.

6. PROTECT STORM DRAIN FACILITIES ON SITE AND ADJACENT TO SITE FROM SITE RUNOFF. INSTALL INLET

PROTECTION DEVICES IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING FUNCTIONAL.

7. SEED AREAS DISTURBED DURING CONSTRUCTION WITH APPROPRIATE NATIVE SEED MIX OR PLACE

LANDSCAPING TO MATCH EXISTING.

8. DISPOSE OF WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, ETC.) IN MANNER THAT PREVENTS

CONTACT WITH STORM WATER DISCHARGES FROM SITE.

9. STABILIZE CONSTRUCTION AREAS AT END OF EACH WORKING DAY. INCLUDE BACKFILLING OF

TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF PAVING FOR ROAD CONSTRUCTION.

10. MAINTAIN MEASURES CONTAINED IN SWPPP IN FULLY FUNCTIONAL CONDITION UNTIL FINAL

STABILIZATION OF SITE. CHECK EROSION AND SEDIMENTATION CONTROL MEASURES BY QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF END OF RAINFALL EVENT. COMPLETE ANY NEEDED CLEANING AND REPAIRS WITHIN TIME FRAMES SPECIFIED IN SWPPP

AND/OR UPDES GENERAL PERMIT.

11. POWER WASH EXCAVATION EQUIPMENT BEFORE ENTERING DIFFERENT VEGETATION MATRIX.

12. REMOVE INLET PROTECTION DEVICES AFTER N.O.T. AND FINAL ACCEPTANCE BY OWNER.

13. APPLY WATER FOR FUGITIVE DUST CONTROL BY MEANS OF TRUCKS, HOSES AND/OR SPRINKLERS AT

SUFFICIENT FREQUENCY AND QUANTITY ACCORDINGLY:

a. PRIOR TO, CONCURRENTLY AND AFTER EARTHMOVING ACTIVITIES

b. TO DEPTH OF PROPOSED CUTS OR EQUIPMENT PENETRATIONS

c. PRIOR TO EXPECTED WIND EVENTS

d. TO DEVELOP A SURFACE CRUST FOR ALL INACTIVE SITES

14. MINIMIZE FUGITIVE DUST WITH APPROPRIATE VEHICLE HANDLING AND LOADING OPERATIONS.

15. INSTALL FENCE BARRIER AND/OR “NO TRESPASSING” SIGNS TO PREVENT ACCESS AND DISTURBANCE

OF INACTIVE AREAS.

MATERIALS NOTES

1. ALL MATERIALS WILL CONFORM TO (CITY'S/OWNER'S) SPECIFICATIONS AND STANDARDS UNLESS

OTHERWISE INDICATED.

2. WHERE INDICATED, SUBMIT CONSTRUCTION DOCUMENTS TO ENGINEER OR OWNER AS

CONSTRUCTION RECORD. SUBMIT ALL CONSTRUCTION DOCUMENTS TO JURISDICTIONAL AUTHORITY FOR ALL WORK DONE WITH PUBLIC RIGHT-OF-WAY, INCLUDING FIELD AND LAB TEST REPORTS. ALL SUBMITTALS MUST BE COMPLETED AND SUBMITTED TO ENGINEER PRIOR TO PROJECT TERMINATION.

3. EARTHWORK

3.1. EARTHWORK VOLUMES SHOWN ARE THE DIFFERENCE BETWEEN EXISTING GROUND AND

PROPOSED FINISHED GRADE DIGITAL TERRAIN MODELS, AND DOES NOT ACCOUNT FOR NEITHER

EXISTING NOR PROPOSED TOPSOIL, CONCRETE, ASPHALT, BASE, OR OTHER MATERIAL DEPTHS.

EARTHWORK QUANTITIES SHOWN ARE FOR PLANNING AND PERMITTING PURPOSES ONLY.

VERIFY IMPORT AND EXPORT QUANTITIES PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OR

PROJECT REPRESENTATIVE OF ANY CONFLICTS BETWEEN EXISTING FEATURES AND NEW

CONSTRUCTION.

TOTAL CUT VOLUME = 2,048 CUBIC YARDS

TOTAL FILL VOLUME = 5,476 CUBIC YARDS

3.2. SUBMIT LAB REPORTS AS CONSTRUCTION RECORD PER ASTM D1557.

3.3. SUBMIT FIELD REPORTS AS CONSTRUCTION RECORD, TEST DENSITY PER ASTM D6938 FOR

EVERY TYPE OF SOIL WORKED, PER DAY.

3.4. WITHIN RIGHT-OF-WAY AND OTHER TRAVELED AREAS OR UNDER STRUCTURES, COMPACT

BACKFILL, BEDDING, EMBANKMENT, IMPORTED FILL AND PAVEMENT MATERIALS TO (95) PERCENT OF ASTM D1557 MAXIMUM LABORATORY DENSITY. IN OTHER NON-TRAVEL AREAS, COMPACT FILLS

AND EMBANKMENT MATERIALS TO (90) PERCENT OF ASTM D1557 MAXIMUM LABORATORY

DENSITY.

3.5. USE ONLY IMPORT MATERIAL SPECIFIED IN TERRACON GEOTECHNICAL REPORT, DATED

DECEMBER 1, 2023.

4. CONCRETE

1. SUBMIT CONCRETE MIX DESIGN AS CONSTRUCTION RECORD.

2. SUBMIT LAB REPORTS AS CONSTRUCTION RECORD PER ASTM C31 AND C39 FOR EVERY CLASS AND

EVERY 50 CUBIC YARDS PLACED, PER DAY. TEST ONE CYLINDER AT 7-DAYS. TEST 3 CYLINDERS AT

28-DAYS.

3. USE CONCRETE FORMS COMPLYING WITH AMERICAN CONCRETE INSTITUTE (ACI) STANDARDS.

CONSTRUCT FORMS ACCORDING TO ACI 381.

4.USE CONCRETE REINFORCEMENT COMPLYING WITH ASTM A615 FOR STEEL AND ASTM A1064 FOR

WELDED WIRE. USE ANNEALED 16-GAGE TIE WIRE.

5. USE CONCRETE ACCORDING TO THE FOLLOWING CLASSIFICATIONS.

6.USE CLASS AA CONCRETE FOR ALL SIDEWALK, CURB, GUTTER, VALLEY GUTTER, SPANDRELS, COLLARS

AND CONCRETE PAVING.

6. ASPHALT PAVEMENT

1. DEVELOP HOT MIX ASPHALT (HMA) MIX DESIGN PER SUPERPAVE VOLUMETRIC METHOD PER

UDOT MATERIALS OF INSTRUCTION 960 FOR ALL ROADS AND PARKING LOTS.

*ALTERNATIVELY, THE MARSHALL METHOD PER THE ASPHALT INSTITUTE MS-2 MAY BE USED

FOR PARKING LOT PAVING DESIGN ONLY.

2. SUBMIT MIX DESIGN AS CONSTRUCTION RECORD.

3. SUBMIT LAB REPORTS AS CONSTRUCTION RECORDS PER AASHTO T11, T27 AND ASTM D6307.

4. SUBMIT FIELD REPORTS AS CONSTRUCTION RECORDS PER ASTM D2950.

5. COMPACT HMA PAVEMENT TO AT LEAST (96) PERCENT OF LABORATORY DENSITY.

6.USE ASPHALT EMULSION SS-1H OR SS-1 TACK COAT PER AASHTO M140. APPLY TACK TO ALL HMA

CONTACT SURFACES, INCLUDING FACES OF ALL OF CURB, IN ROAD FEATURES (MANHOLES,

VALVES, ETC.), BETWEEN HMA PAVEMENT LIFTS, AND LONGITUDINAL EDGES THAT HAVE COOLED

BELOW 175-DEGREES FAHRENHEIT.

7. APPLY TACK COAT ACCORDING TO THE FOLLOWING TABLE.

8.USE PG64-34 ASPHALT BINDER PER AASHTO M320 TABLE 1.

9. USE (HMA) AGGREGATE COMPLYING WITH THE FOLLOWING WITH GRADATION AND APPLICABLE

AASHTO SPECIFICATIONS. USE ½-INCH MIX UNLESS INDICATED OTHERWISE.

7. SIGNAGE

1. USE ADA SPECIFICATIONS FOR ALL ADA SIGNAGE.

2.USE JURISDICTIONAL STANDARDS AND SPECIFICATIONS FOR A LL OTHER SIGNS AND

COMPONENTS, INCLUDING POST AND MOUNTING HARDWARE.

3. SUBMIT SAMPLES FOR EACH SIGN TYPE AND COLOR TO OWNER FOR WRITTEN

APPROVAL.

SUBMIT PRODUCT DATA AND SHOP DRAWINGS AS PART OF CONSTRUCTION RECORD.

A.D.A.ACCESSIBILITY NOTES

1. DO NOT EXCEED MAXIMUM SLOPES FOR ADA ACCESSIBLE ROUTE AS FOLLOWS:

2.LONGITUDINAL SLOPE: 5%

3. CROSS SLOPE: 2%

4.DO NOT EXCEED MAXIMUM SLOPES FOR ADA ACCESSIBLE CURB RAMPS AS FOLLOWS:

5. LONGITUDINAL SLOPE: 8.33%

6. CROSS SLOPE: 2%

7. DO NOT EXCEED 2% MAXIMUM SLOPES FOR ACCESSIBLE PARKING SPACES AND AISLES.

8. DO NOT EXCEED 2% MAXIMUM SLOPE FOR EXTERIOR LANDINGS.

IMPORT MATERIAL

GRADATION PERCENT PASSING

6-INCH 100%

3-INCH 80-100%

NO. 200 10-25%

LIQUID LIMIT 30 OR LESS

PLASTICITY INDEX 9 OR LESS

CONCRETE MIX DESIGN

CLASS

MIN.

WATER/CEMENT

RATIO MAX

RATIO (LB/LB)

MIN. CEMENT

CONTENT (SACKS/C.

Y.)

SLUMP (INCHES) AIR CONTENT

(PERCENT)

MIX DESIGN

COMPRESSIVE

STRENGTH (PSI)

28-DAY MIN.

COMPRESSIVE

STENGTH (PSI)

S3 0.45 7.0 1-3.5 5.0-7.5 6,520 5,000

S2 0.45 6.5 1-3.5 5.0-7.5 5,870 4,500

AA 0.44 6.0 1-3.5 5.0-7.5 5,210 4,000

A 0.45 5.0 1-3.5 4.5-7.5 3,910 3,000

B 0.62 4.0 2-5 3.0-6.0 3,260 2,500

C 0.71 4.0 2-5 3.0-6.0 2,610 2,000

PERCENT PASSING BY DRY WEIGHT AGGREGATE

SIEVE TYPE 1

TYPE 2 (UNFINISHED

SURFACES)

1 1/2-INCH 100% 100%

1-INCH 90-100% 90-100%

3/4- INCH 70-85% 70-85%

1/2 - INCH 65-80% 65-80%

3/8 - INCH 55-75% 55-75%

NO. 4 40-65% 40-65%

NO. 16 25-40% 25-40%

NO. 200 7-11% 10-16%

TACK COAT APPLICATION RATE [GAL PER SQ YD]

PAVEMENT CONDITION RESIDUAL UNDILUTED 1:1 DILUTION 2:1 DILUTION

NEW HMA 0.03 0.05 0.10 0.08

OXIDIZED HMA 0.05 0.09 0.18 0.13

MILLED HMA 0.07 0.12 0.24 0.18

PERCENT PASSING BY DRY WEIGHT AGGREGATE

SIEVE ¾-INCH MIX ½ - INCH MIX 3/8 - INCH MIX

1-INCH 100%

¾ - INCH 90–100% 100%

½ - INCH <90% 90-100% 100%

3/8 - INCH <90% 90-100%

NO. 4 < 90%

NO. 16 23-49% 28-58% 32-67%

NO. 200 2-8% 2-10% 2-10%

5. AGGREGATE, BASE COURSE AND STRUCTURAL FILL

1. SUBMIT LAB REPORTS AS CONSTRUCTION RECORD PER AASHTO T180, T11 AND T27 FOR SUBGRADE AND

AGGREGATE BASE MATERIAL.

2. SUBMIT FIELD REPORTS AS CONSTRUCTION RECORD, TEST DENSITY PER ASTM D6938 FOR EVERY TYPE

OF SOIL WORKED, PER DAY.

3. SUBMIT MIX DESIGNS AS CONSTRUCTION RECORD.

4.USE MATERIAL COMPLYING WITH AASHTO M145, A-1-A THROUGH A-1-B FOR ALL SUBGRADE COURSES.

5. USE MATERIAL COMPLYING WITH THE FOLLOWING SPECIFICATIONS FOR ALL AGGREGATE BASE COURSE.

USE TYPE 1 MATERIAL UNLESS INDICATED OTHERWISE.

CONCRETE SLAB-ON-GRADE JOINTS

1. ALIGN CONTROL JOINTS IN NEW SLAB WITH CONTROL JOINTS IN EXISTING SLAB

WHERE APPLICABLE.

2. CONTROL JOINTS MAY BE TOOLED INTO FRESH CONCRETE OR SAWED INTO

HARDENED CONCRETE PER CONTRACTOR'S PREFERENCE.

3. SAW-CUTTING SHALL TAKE PLACE AS SOON AS POSSIBLE AFTER PLACEMENT,

BEFORE SHRINKAGE CRACKS CAN DEVELOP.

4. PLACE CONTROL JOINTS TO PRODUCE PANELS THAT ARE AS SQUARE AS POSSIBLE

AND NEVER EXCEEDING A LENGTH-TO-WIDTH RATIO OF 1.5 TO 1.

5. PLACE CONTROL JOINTS AT ALL ABRUPT CHANGES IN GEOMETRY.

6. AVOID WEDGE-SHAPED PANELS WITH INTERIOR ANGLES LESS THAN 45 DEGREES.

7. AVOID "T" SHAPED JOINTS.

8. CONTROL JOINTS SHALL BE ESTABLISHED TO A DEPTH OF ¼ THE SLAB THICKNESS.

9. MAXIMUM CONTROL JOINT SPACING SHALL CONFORM TO TABLE “MAXIMUM

CONTROL JOINT SPACING”.

10. IF CONTROL JOINT LAYOUT VIOLATES THESE REQUIREMENTS, EVEN IF NO

CRACKING IS VISIBLE, OWNER MAY REJECT WORK.

11. SEE USU CONCRETE SPECIFICATION - VERSION 4.0, JANUARY 2018, DIVISION 3 -

CONCRETE FOR ADDITIONAL REQUIREMENTS.

MAXIMUM CONTROL JOINT SPACING

SLAB THICKNESS, IN.

MAXIMUM JOINT SPACING, FT.

UNREINFORCED REINFORCED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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SUBMITTAL

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BID SET

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

LEGEND AND

NOTES

C-002

RECAPTURE BOAT

RAMP

BLANDING

CITY/UDWR

2302-012

Pr in t D at e:

7/

1/

1:

A M

F ile

P at h:

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2-

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T itl e an d

Le ge nd .d w g

DFCM

4315 S 2700 W FLOOR 3

TAYLORSVILLE, UTAH 84129

PHONE: (801) 538-3018

DFCM.UTAH.GOV

DFCM STAMP:

DFCM Project No.27328510

LIST OF REQUIRED SUBMITTALS

1. IMPORT FILL MATERIAL.

2. CONCRETE MIX DESIGN AND ASSOCIATED COMPRESSIVE STRENGTH BREAK RESULTS.

3. CONCRETE REINFORCEMENT.

4. AGGREGATE BASE COURSE.

5. ASPHALT PAVEMENT MIX DESIGN.

July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

RA

DI

O H

IL

L

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AD

02.16

02.05

02.05

046005

146015

166017

186019

6024602560266027602860296030603160326033

58605960606061

606660676068

609160926093609460956096

02.38

02.19

LIMITS OF DISTURBANCE

02.19

02.19

02.23

26.00'

EXISTING GUARDRAIL TO REMAIN

ORDINARY HIGH WATER MARK

CONSERVATION POOL ELEVATION

EXISTING CONDITIONS/DEMOLITION PLAN

ITEM DESCRIPTION DETAIL UNITS TOTAL

QUANTITY

02.05 CLEARING AND GRUBBING N/A Acres 2.88

02.16

DEMOLISH AND REMOVE

CONCRETE RESTROOM.

FIELD VERIFY TYPE AND

CONDITION OF EXISTING

CESSPOOL. PUMP AND

REMOVE/ABANDON

(BACKFILL AS NECESSARY)

EXISTING CESSPOOL.

COORDINATE WITH

ENGINEER AND OWNER AS

NECESSARY.

N/A EA 1

02.19 PULVERIZE EXISTING

ASPHALT N/A SY 2,331

02.23 SAWCUT ASPHALT N/A LF 26

02.38 REMOVE EXISTING 18-IN.

DRAINAGE PIPE N/A LF 28

FEET

0 30 60

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

SUBMITTAL

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BID SET

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

EXISTING

CONDITION AND

DEMO PLAN

C-100

RECAPTURE BOAT

RAMP

BLANDING

CITY/UDWR

2302-012

Pr in t D at e:

6/

/2

:2

AM

P at h:

H :\2

2-

2\ dw g\

C -1

E xi st in g

C on di tio n an d D em o

Pl an

.d w g

DFCM

4315 S 2700 W FLOOR 3

TAYLORSVILLE, UTAH 84129

PHONE: (801) 538-3018

DFCM.UTAH.GOV

DFCM STAMP:

DFCM Project No. 27328510

July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

O H

IL

L

RO

AD

32.19

32.0132.06

32.16 32.23

32.40

32.51

32.16

32.12

32.51

32.51

.0 0'

TY

P.

20.00' TYP.

5.00' TYP.

49.11'

70.00'

70.00'

R279.74'

R479.50'

R433.10'

R366.47'

R4.56'

7.

R25.00'

10.48'

R25 .50

206.00'

R25.50'

58.09'

R24.50'

.0

1'

R25.50'

28.20'

40.00'

529.46'

83.50'

23.00'

74.20'

48.82'

15.36'

40.00'

12.00'

R9.50'

139.73'

15.00'

249.73'

15.00'

.2

1'

21.21'

32.19

32.02

32.16

32.19

32.40

32.40

32.40

32.33

32.50

10.00' TYP.

20.00' TYP.

20.00'

15.63'

41.49'

26.97'

10.00' TYP.

30.54' 50.50'

36.69'

15.00' TYP.

12.00' TYP.

R2.00'

R299.50'

R0.50'

R361.82'

R1.00'

32.12

7.50'

17.00'

12.00'

5.00'

32.52 32.05

LIMITS OF DISTURBANCE

12.00'

32.17

43.67'

64.11' TYP.

6.51' 6.90'

5.00'

32.38

32.38

43.75'

32.26

10.08

31.18

31.18

32.05

10.00'

12.50'

32.23

R10.00'

R1 0.0

0'

20.00' TYP.

25.32'

32.23

20.00'

29.31'

15.04'

15.50'

SITE PLAN

ITEM DESCRIPTION DETAIL UNITS TOTAL

QUANTITY

10.08 ACCESSIBLE PARKING SIGN, INCL

BASE AND POST A1 ON C-501 EA 1

31.18 12-IN. RIP-RAP (D50=8-IN.) STORM

DRAIN OUTLET PROTECTION N/A SF 6383

32.01

REINFORCED CONCRETE PAVING

5" THICK; INCL UNTREATED BASE

COURSE AND COMPACTED

SUBGRADE

K9 ON C-501

T.S. ON A9 ON C-502 SY 2820

32.02

CONCRETE PAVING 5" THICK; INCL

UNTREATED BASE COURSE AND

COMPACTED SUBGRADE

K9 ON C-501 SY 56

32.05

CONCRETE SIDEWALK; INCL

UNTREATED BASE COURSE AND

COMPACTED SUBGRADE

K13 ON C-501 SY 9

32.06

MONOLITHIC SIDEWALK;

INCLUDING UNTREATED BASE

COURSE AND COMPACTED

SUBGRADE

G1 ON C-501 SY 37

32.12

CURB AND GUTTER; INCL

UNTREATED BASE COURSE AND

COMPACTED SUBGRADE

G13 ON C-501 LF 583

32.16

6" A-CURB; INCL UNTREATED BASE

COURSE AND COMPACTED

SUBGRADE

K1 ON C-501 LF 584

32.17

DRIVE DEPRESSION; INCL

UNTREATED BASE COURSE,

COMPACTED SUBGRADE AND

CURB TRANSITION

G13 ON C-501 LF 12

32.19 TAPERED CURB D9 ON C-501 EA 3

32.23 CURB OUTLET STRUCTURE A5 ON C-502 EA 3

32.26 PARALELL CURB RAMP A9 ON C-501 EA 1

32.33 TRASH ENCLOSURE A1 ON C-502 EA 1

32.38 UNTREATED BASE COURSE DRIVE;

6" THICK D13 ON C-501 SF 506

32.40

3-IN HMA (1/2-IN. MIX) PAVEMENT;

INCL. UNTREATED BASE COURSE

AND COMPACTED SUBGRADE

K5 ON C-501 SY 6647

32.50 4-IN. TAPED A.D.A. ACCESSIBLE

SYMBOL A1 ON C-501 EA 1

32.51 4-IN. STRIPING N/A LF 1048

32.52 PREFABRICATED RESTROOM BY

OTHERS. N/A EA 1

FEET

0 30 60

40.00'

SEE A9 O

N C-502

70.00'

SEE A9 O

N C-502

40.00'

SEE A9 O

N C-502

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

SUBMITTAL

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BID SET

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

SITE PLAN

C-101

RECAPTURE BOAT

RAMP

BLANDING

CITY/UDWR

2302-012

Pr in t D at e:

6/

/2

:2

P at h:

H :\2

2-

2\ dw g\

C -1

S ite P la n.

dw g

DFCM

4315 S 2700 W FLOOR 3

TAYLORSVILLE, UTAH 84129

PHONE: (801) 538-3018

DFCM.UTAH.GOV

DFCM STAMP:

DFCM Project No. 27328510

July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

O H

IL

L

RO

AD

-11.5%

-5.7%

-6.5%

-9.4%

-4 .8

-3.3%

-3.3%

-4.7%

-3.0%

-11.3%

-4.4%

-1 3.

6%

6077607860796080

22602360246025

60266027 602860296030603160326033603460356036

57605860596060606160626063

6066606760686069

TBC:6077.91

TOA:6077.90

TBC:6077.59

TBC:6077.17

TBC:6076.27

TBC:6078.11

TBC:6070.51

TBC:6069.30

TBC:6066.99

TBC:6066.36

TBC:6066.07

TBC:6065.83

TBC/TOC:6064.88

TBC/TOC:6064.88

TBC:6068.14

TBC:6068.93

TBC:6069.78

TBC:6069.98

TOC/TOA:6066.52

TOC/TOA:6066.81

TOC:6061.73

TOC:6061.73

TOC:6061.73

TOC:6061.73

TOC:6048.59

TOC:6042.01

TOC:6018.55

TOC:6018.54

TOC:6042.01

TOC:6043.40

TOC:6047.16

TOC:6047.17

TOC:6043.40

TBC:6074.95

TBC:6075.20

TBC:6071.98

TBC:6067.24

TBC:6067.24

TBC:6069.67

TBC:6073.35

TBC:6073.23

TBC:6073.42

TOC:6048.59

TOA (MATCH EXISTING):6096.46

TOA (MATCH EXISTING):6095.33

TOA/TOC:6069.50

TOA:6069.81

TOC:6069.03

TOC:6068.26

TBC:6078.03

TBC:6078.53

TBC:6078.53

TBC:6077.72

TOC:6069.05

TOC:6069.05

TOC:6069.05

TOC:6069.05

TOC:6068.97

0.0% -0.5%-2.0%

LIMITS OF DISTURBANCE

TOA/TOC:6067.67

TOA/TOC:6067.59

TBC:6073.96

TBC:6073.21

TOC:6068.30

TOC:6068.20

TOC:6068.00

TOC:6067.68 TOC:6068.05

TBC:6065.53

TBC:6065.52

TOA:6075.49

-4 .8

-4.0%-3.4%

-2.8%

-5.0%

-11.2%

-3.9%

-6.4%

-2 .7%

-7 .9

-1.8% -2.0%

-3.0%

-3.1%

-5.0%

FL:6077.47

FL:6073.00

FL:6072.44

FL:6077.79

FL:6078.11

FL:6078.53

FL:6075.10

FL:6072.00

FL:6068.52

FL:6068.55

FL:6065.21

FL:6065.29

TBC:6067.98

TBC:6067.87

TBC:6067.70

TBC:6067.26

TBC:6067.09

TBC:6066.95 TBC:6066.64

TOA:6067.43

TOC:6070.02

TOC:6069.39

TOC:6070.03

TOC:6069.74

ORDINARY HIGH WATER MARK

CONSERVATION POOL ELEVATION

FEET

0 30 60

APPROXIMATE EARTHWORK CALCULATIONS

TOTAL CUT 2,048 CU YD

TOTAL FILL 5,476 CU YD

NET FILL 3,428 CU YD

NOTE: CUT AND FILL QUANTITIES ARE CALCULATED TO FINISH GRADE AND

ARE FOR CONVENIENCE OF ENGINEER AND GOVERNING MUNICIPALITY FOR

CALCULATING PERMIT FEES. VERIFY QUANTITIES FOR BIDDING AND

CONSTRUCTION PURPOSES. NO SHRINKAGE OR FILL FACTOR APPLIED.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

SUBMITTAL

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BID SET

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

GRADING PLAN

C-301

RECAPTURE BOAT

RAMP

BLANDING

CITY/UDWR

2302-012

Pr in t D at e:

6/

/2

:2

P at h:

H :\2

2-

2\ dw g\

C -3

G ra di ng p la n.

dw g

DFCM

4315 S 2700 W FLOOR 3

TAYLORSVILLE, UTAH 84129

PHONE: (801) 538-3018

DFCM.UTAH.GOV

DFCM STAMP:

DFCM Project No. 27328510

July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

9" MIN. UNTREATED BASE COURSE.

COMPACTED TO 96% AASHTO T-180

3" HOT MIX ASPHALT REQ'D

SCARIFY, MOISTURE CONDITION &

RECOMPACT SUBGRADE TO 8" DEPTH

5" DEPTH UNTREATED BASE COURSE

2%

WIDTH VARIES

NOTES:

1. AT DRIVEWAYS, CONSTRUCT 6" DEPTH CONCRETE SLAB FOR SIDEWALK.

2. SEE STANDARD CONCRETE JOINTS THIS SHEET.

SCARIFY AND RECOMPACT EXISTING

SUBGRADE TO 8" DEPTH

4" DEPTH CONCRETE

NOTES:

1. SEE STANDARD CONCRETE JOINTS THIS SHEET.

5" DEPTH CONCRETE PAVING

6" U.B.C.

CONCRETE PAVING

SCARIFY AND RECOMPACT

EXISTING SUBGRADE TO 12" DEPTH

5" DEPTH CONCRETE PAVING

(FROM BOTTOM OF GROOVE)

6" U.B.C.

REINFORCED CONCRETE PAVING

SCARIFY AND RECOMPACT

EXISTING SUBGRADE TO 12" DEPTH

#4 BARS @ 18" O.C. EACH WAY

FINISH GRADE

ANCHOR POST

2" SQ. GALV.

STEEL POST

30"

MIN

2"8' -0

" O

TH

ER

S

IG

N

S

8"SQ.x6"THICK CONCRETE

MOW STRIP IN SOD OR

PAVED AREAS.

5' -0

" A D

A

PA

R

KI

N G

SI

G

N S

SIGN (TYPE AS INDICATED ON SITE

PLAN)

NOTES:

1. ACCESSIBLE PARKING SIGNS SHALL BE IN ACCORDANCE WITH ADA STANDARDS.

2. OTHER SIGNS SHALL BE IN ACCORDANCE WITH M.U.T.C.D.

VAN

ACCESSIBLE

5'-0"

SCARIFY AND

RECOMPACT

EXISTING

SUBGRADE TO

8" DEPTH

R =

VARIES

8"

CONCRETE

1' -0

" M

AX

#4 CONT.

FINISHED GRADE.

#4 @ 24" O.C.

#4 CONT.

6" M

AX

6" M

IN

5"

6" M

IN

UNTREATED BASE COURSE

5"

1/4"

EDGE OF PAVEMENT AFTER COMPACTION

U.B.C.

HMA PAVEMENT

TACK COAT

CURB & GUTTER OR VALLEY GUTTER

EXPANSION JOINT

CONTROL JOINT

NOTES:

1. FOR FLATWORK, PLACE AT SPACING EQUAL TO SLAB WIDTH, BUT

NOT GREATER THAN 12'.

2. FOR CURB & GUTTER AND CROSS GUTTER PLACE AT 10' INTERVALS.

3. TOOLED JOINTS SHALL PROVIDE A MAXIMUM 1/2" ROUNDED

PROFILE.

NOTES:

1. FOR FLATWORK, PLACE AT 50' INTERVALS OR AS INDICATED ON DRAWINGS FOR

SIDEWALKS.

2. FOR CURB & GUTTER, PLACE AT 50' INTERVALS, EXCEPT WHEN USING SLIP FORM

MACHINE, PLACE AT BEGINNING & END OF EACH CONTINUOUS RUN.

3. JOINT MATERIAL SHALL BE Re-Flex RUBBER EXPANSION JOINT MATERIAL AS

MANUFACTURED BY J.D. RUSSEL COMPANY OR ACCEPTED EQUAL.

SAW CUT OR SCORE1/4"

T/4 T

1/2"

1/2"

SELF-LEVELING SEALER INSTALLED

AS PER MANUFACTURER'S

RECOMMENDATIONS. APPROVED

SEALERS ARE: MasterSeal SL!, Novalink SL

OR ACCEPTED EQUAL.

PRE-FORMED JOINT FILLER

T L

2'

MIN.

DETECTABLE

WARNING SURFACE

NO LIP AT CURB LINE

4" MIN. UNTREATED

BASE COURSE.

SECTION C-C

6" WIDE

MONOLITHIC CURB

6"

8"

2" RADIUS

2" RADIUS

#4 CONT.

FINISH GRADE PAVEMENT

FINISH GRADE LANDSCAPING

6"

UNTREATED BASE COURSE

6" 4" 4"

4.

5"

7"

6" 1'

-1

6" 1'-6"

6" 7"

6" MIN. UNTREATED BASE COURSE

R1"

R1"

2"

6" 1'-6"

STANDARD

CURB &

GUTTER

7"

6" 81 2"

6" 1'-6"

6" 7"

6" MIN. UNTREATED BASE COURSE

R1"

2"

DRIVE

DEPRESSIONR1"

SEE CONCRETE JOINTS DETAIL ON

THIS PAGE.

4" W

H

IT

E

ST

R

IP

E

9' (STD)

11'-0" (VAN)

5'

(TYPICAL)

'-0

(T

YP

IC

AL

4'-6" (STD)

5'-6" (VAN)

PAINTED EMBLEM ON ASPHALT PAVING TYP.

AT ALL ADA PARKING STALLS. (2 COATS)

NOTES:

1. USE WHITE PAINT PER AHJ SPECIFICATIONS. (2 COATS)

2. ACTUAL LAYOUT FOR ADA STALLS MAY VARY.

SEE SITE PLAN (C-101).

3. LOCATE SIGN BEHIND SIDEWALK OR CURB AND GUTTER.

4" W

H

IT

E

ST

R

IP

E

ADA SIGN (TYP) SEE DETAIL THIS SHEET

4" WIDE WHITE STRIPES

AT 45° ANGLE 2'-0" O.C.

(2 COATS)

ADA SYMBOL (TYP)

SEE DETAIL THIS SHEET

2.00'

1" RADIUS

MAXIMUM

5'

JOINT

CONTROL

CURB & GUTTER SHOWN. (A-CURB WHERE APPLICABLE)

PLAN

C

C

LANDING

CURB & GUTTER

DETECTABLE WARNING

SURFACE

NO LIP AT CURB

LINE AT CURB CUT

4' MIN.

5'

RAMP

6" WIDE

MONOLITHIC CURB

NOTE:

1. MONOLITHIC CURB REQUIRED IF NECESSARY TO CONTAIN

LANDSCAPING.

2. SEE DETAIL & SLOPE TABLE

MONOLITHIC SIDEWALK

ASPHALT PAVING

NOTES:

1. CONFIGURATION OF RAMPS AND LANDINGS MAY VARY TO FIT SITE CONDITIONS, BUT MUST

MEET DIMENSION AND SLOPE REQUIREMENTS.

2. PROVIDE DETECTABLE WARNING SURFACE FOR FULL WIDTH OF RAMP. SEE DETAIL FOR

DETECTABLE WARNING SURFACE DIMENSIONS.

3. LOCATE DETECTABLE WARNING SURFACE SO THAT EDGE NEAREST STREET IS 2 INCHES FROM

THE CURB LINE.

4. PROVIDE DETECTABLE WARNING SURFACE THAT CONTRASTS WITH ADJACENT WALKING

SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. ACCEPTABLE COLORS INCLUDE: RED,

BLACK OR YELLOW.

5. CURB RAMPS SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA) REQUIREMENTS.

L

CURB RAMP SLOPE TABLE

MAX. RUNNING SLOPE *ITEM MAX. CROSS SLOPE *

R

T

LANDING

RAMP

TRANSITION

SIDEWALK

FLARE

2% (1V:50H)

8.33% (1V:12H)

5% (1V:20H) (a)

10% (1V:10H)

2% (1V:50H)

2% (1V:50H)

2% (1V:50H)

2% (1V:50H)

RUNNING SLOPE IS IN THE DIRECTION OF PEDESTRIAN TRAVEL, WHILE CROSS SLOPE IS

PERPENDICULAR TO PEDESTRIAN TRAVEL.*

TRANSITIOIN RUNNING SLOPE NEEDS TO BE CONSTANT ACROSS ENTIRE CURB CUT. WARP GUTTER

PAN TO MEET REQUIRED TRANSITION SLOPE AT CURB CUT.

(a)

5% (1V:20H)

6" MIN. UNTREATED BASE COURSE.

COMPACTED TO 96% AASHTO T-180

SCARIFY, MOISTURE CONDITION &

RECOMPACT SUBGRADE TO 8" DEPTH

SCALE

K1 A CURB

SCALE

K5 ASPHALT PAVING

SCALE

K9 CONCRETE PAVING

SCALE

K13 CONCRETE SIDEWALK

SCALE

G1 MONOLITHIC SIDEWALK

SCALE

G5 CONCRETE JOINTS

SCALE

G9 PAVEMENT EDGE

SCALE

G13 CURB AND GUTTTER

SCALE

D9 TAPERED CURB END

SCALE

D13

SCALE

A1 ADA PARKING STALLS AND SIGN

SCALE

A9 PARALLEL CURB RAMP

NTSNTS

NTS NTS NTS NTS

NTSNTS

NTSNTS

NTSNTS

UBC DRIVE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

SUBMITTAL

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BID SET

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

DETAILS

C-501

RECAPTURE BOAT

RAMP

BLANDING

CITY/UDWR

2302-012

Pr in t D at e:

6/

/2

:2

P at h:

H :\2

2-

2\ dw g\

C -5

D et ai ls .d w g

DFCM

4315 S 2700 W FLOOR 3

TAYLORSVILLE, UTAH 84129

PHONE: (801) 538-3018

DFCM.UTAH.GOV

DFCM STAMP:

DFCM Project No. 27328510

July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026

0.

1.

1.00'

1.50'

3.

6.

7.

USE #3 TIES

18" DIA. CONCRETE FOOTING

WITH (5) #4 BARS VERT.

CONCRETE SLAB

CONT. EXPANSION JOINT

6" DIAMETER STEEL PIPE FILLED

WITH CONCRETE. PAINTED.

4" X 8" X16 " PRECAST

C.M.U. CAP

#4 VERT BAR @ 24" OC

MAX CENTERED IN WALL

#4 HORIZ BAR @ 32" OC MAX

#4 HORIZ BAR @ TOP CELL

0.

0.

'0

.5 0'

4.

0.

'0

.5 0'

6.

6" CONC. FILLED PIPE

TS6X3X1

TS44X3X3

CANE BOLT - STANLEY

#1010 STEEL 18". WELD TO

STL PLATE ON GATE (TYP)

4" X 14" X 1" STL > CANE

BOLT - WELD TO STL.

@ 2 SIDESSWIVEL CASTORS

REFER TO GATE

HINGE DETAIL (TYP.

@ GATES)

18 GA. METAL DECKING PANELS - MECHANICALLY

FASTEN AT 12" O.C AT TOP AND BOTTOM. ALIGN

FASTENERS VERTICALLY AND LOCATE IN

VALLEYS ONLY. PAINT COLOR TO MATCH

BUILDING, COORDINATE WITH OWNERS.

C.M.U. AND CAPS, COLOR TO

MATCH BUILDING, COORDINATE

WITH OWNER.

BASE, SEE DETAIL

'K4' ON SHEET C-501

2' -6

1'-6"

2' -6

1'

-0

1'-6"

8"

RIPRAP

PAD

(SEE

C-102

FOR

LENGTH)

R=6"

C U

R B

CURB

CURB

A A

SECTION A-A

PLAN

PERSPECTIVE

1' -6

6"

1' -0

-6.00:1-6.00:1

6.00:16.00:1

VARIES, SEE SHEET C-1016.00'

-4.00:1

-6.00:1-6.00:1

6.00:16.00:1

6.00'

-4.00:1

REINFORCED CONCRETE

PAVING. SEE K9 ON C-501

SCALE

A1 TRASH ENCLOSURE

NTS SCALE

A5 CURB OUTLET STRUCTURE

NTS SCALE

A9 TYPICAL RAMP SECTION

NTS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

SUBMITTAL

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BID SET

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

DETAILS

C-502

RECAPTURE BOAT

RAMP

BLANDING

CITY/UDWR

2302-012

Pr in t D at e:

6/

/2

:2

P at h:

H :\2

2-

2\ dw g\

C -5

D et ai ls .d w g

DFCM

4315 S 2700 W FLOOR 3

TAYLORSVILLE, UTAH 84129

PHONE: (801) 538-3018

DFCM.UTAH.GOV

DFCM STAMP:

DFCM Project No. 27328510

July 1, 2026

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

Jason Van Ausdal

07/13/2026