3-2506-003 For Bidding Signed (1).pdf

PDF 10 MB Posted Sep 4, 2025

Attached to: Bryce Canyon City-
Solicitation number: RA26-32
Issued by: Carbon County, Utah

About this file

Written by GovTribe AI · Sep 5, 2025

This document is a set of engineering and landscape design plans for the Bryce Canyon City Shuttle Building Improvements project, located in Garfield County, Utah, prepared by Jones & DeMille Engineering, Inc. in September 2025. The project involves site improvements for a shuttle bus terminal, including new concrete work, walkways, steps, landscaping, and irrigation systems. The site plan shows modifications to an existing parking area and shuttle building, with specific details on grading, accessibility features like ramps and detectable warning surfaces, and landscaping elements including tree and shrub plantings.

The design documents provide comprehensive technical specifications for construction, including concrete mix designs, aggregate base course requirements, control and expansion joint details, and irrigation system components. The landscape plan includes planting details for trees, shrubs, and ground cover, with specific notes on planting techniques, pruning, and maintenance. The project appears to be funded through local municipal infrastructure improvements, with a focus on enhancing accessibility and functionality of the shuttle bus terminal in Bryce Canyon City. The plans indicate careful consideration of ADA requirements, drainage, and aesthetic integration with the existing site environment.

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1-2506-003- For Bidding Procurement Contracting Requirements (1).pdf	PDF	Sep 4, 2025
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PROJECT LOCATION

BRYCE C

ANYON CITY

HWY 12

JOHNS VALLEY ROAD

TO HWY 89

RKINDEX TO SHEETS

SHEET NO. SHEET TITLE

C-001 COVER

C-002 LEGEND

C-003 NOTES

C-101 SITE PLAN

C-102 GRADING PLAN

C-501 DETAILS

C-502 DETAILS

L1.01 LANDSCAPE PLAN

L1.02 LANDSCAPE DETAILS

L2.01 IRRIGATION PLAN

L2.02 IRRIGATION DETAILS

2506-003

VICINITY MAP

SHEET NO.PROJECT NO.

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATE

BRYCE CANYON CITY

CLIENT

SUBMITTAL: ISSUED FOR CONSTRUCTION

C-001

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

ARIZONA

BRYCE CANYON CITY

SHUTTLE BUILDING IMPROVEMENTS

GARFIELD COUNTY, UTAH

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

CENTER STREET

09/04/2025

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

RE-GRADED SOD AREA

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

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

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

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

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

9/ 4/

C-002

-0

:\J D

\P ro j\2

3\ dw g\ C

D s\

C -0

R .d w g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

GARFIELD

N O

N E

WATER MANHOLE

LIGHT POLE

GAS METER

SMH

EPP

G.W.

CABLE TV PEDESTAL

SMH

SCO

EPP

SCO SANITARY SEWER CLEAN OUT

WMH

LANDSCAPING AREA

ROOF OVERHANG

EXISTING CONRETE

O R

C O

R U

O N

9/ 4/

C-003

-0

9/ 4/

H :\J

D \P ro j\2

3\ dw g\

C D s\ C

-0

C O

.d w g

N S

N O

N U

COUNTY

SHEET NO.

D W

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1 2 3 4 5 6 7 8

O N

- M

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w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

GARFIELD

N O

N E

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 (2025) OF APWA UTAH CHAPTER MANUAL OF STANDARD SPECIFICATIONS AND MANUAL OF STANDARD PLANS, INCLUDING AMENDMENTS, DDW RULES, INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL PLUMBING CODE (IPC), INTERNATIONAL FIRE CODE (IFC), INTERNATIONAL RESIDENTIAL CODE (IRC), APPLICABLE AUTHORITY HAVING JURISDICTION (AHJ) 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. THE 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.FOR MATERIALS USED AND WORK PERFORMED IN UTAH DEPARTMENT OF TRANSPORTATION (UDOT) RIGHT-OF-WAY, CONFORM TO UDOT STANDARDS AND SPECIFICATIONS.

12.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.

13.NO FULL ROAD CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVAL OF THE 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.

14.PROVIDE WRITTEN NOTIFICATION INCLUDING CONTACT INFORMATION TO RESIDENTS AND BUSINESSES IMPACTED BY CONSTRUCTION. PROVIDE NOTICE MINIMUM OF 48 HOURS IN ADVANCE OF WORK BEING PERFORMED. MAINTAIN DRIVEWAY ACCESS TO RESIDENCES AND BUSINESSES AT ALL TIMES UNLESS PARKING ARRANGEMENTS HAVE BEEN MADE WITH RESIDENTS AND BUSINESSES WHILE WORK IS COMPLETED ADJACENT TO OR ON THEIR PROPERTIES.

15.WORK WITH INDIVIDUAL PROPERTY OWNERS OR BUSINESS FOR ACCESS AND PERMISSION TO CONNECT TO UTILITY

SERVICE AT PROPERTIES.

16.SECURE RIGHT OF INGRESS AND EGRESS IF WORK OR PERSONNEL NEED TO VENTURE ONTO PRIVATE PROPERTY NOT

INCLUDED IN OWNER ACQUIRED RIGHTS-OF-WAY AND EASEMENTS.

17.ACQUIRE A COUNTY PERMIT PRIOR TO STARTING CONSTRUCTION FOR WORK LOCATED WITHIN 30 FEET OF A

GOVERNMENT SURVEY MONUMENT OR PUBLIC LAND SURVEY GOVERNMENT CORNER.

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 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 USABLE 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. REPAIR IRRIGATION/SPRINKLERS WITHIN 24 HOURS FOLLOWING PLACEMENT OF

IMPROVEMENTS.

8. PROPERLY BACKFILL, COMPACT, AND RESTORE PAVEMENT WITHIN STREET RIGHT-OF-WAY.

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

10.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.

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

12.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.

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

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

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

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

A.D.A ACCESSIBILITY NOTES

1. DO NOT EXCEED MAXIMUM SLOPES FOR ADA ACCESSIBLE ROUTE: LONGITUDINAL SLOPE: 5%; CROSS SLOPE: 2%.

2. DO NOT EXCEED MAXIMUM SLOPES FOR ADA ACCESSIBLE CURB RAMPS: LONGITUDINAL SLOPE: 8.33%; CROSS SLOPE: 2%

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

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

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.

7. SLAB-ON-GRADE JOINT NOTES:

7.1. JOINT ALL REINFORCED AND UNREINFORCED CONCRETE AS DETAILED.

7.2. TOOL IN CONTROL JOINT IN FRESH CONCRETE OR SAW INTO HARDENED CONCRETE.

7.3. SAW-CUT HARDENED CONCRETE AS SOON AS POSSIBLE TO MITIGATE CRACKING.

7.4. INSTALL CONTROL JOINTS TO CREATE SQUARE PANELS. DO NOT EXCEED LENGTH-TO-WIDTH RATIOS OF 1.5:1.

7.5. INSTALL CONTROL JOINTS AT EVERY ABRUPT CHANGE IN GEOMETRY.

7.6. AVOID WEDGE SHAPED PANELS WITH INTERIOR ANGLES LESS THAN 45 DEGREES. AVOID “T” SHAPED JOINTS.

7.7. INSTALL CONTROL JOINTS TO A DEPTH OF 1/3 SLAB THICKNESS.

7.8. DO NOT EXCEED JOINT SPACING AS DETAILED.

7.9. INSTALL DOWELS AT COLD JOINTS OF MULTIPLE POURS OF UNREINFORCED CONCRETE OR WHERE REINFORCED

CONCRETE SLAB ABUTS ANOTHER.

7.10. INSTALL EXPANSION JOINT BETWEEN REINFORCED AND UNREINFORCED SLABS.

7.11. INSTALL EXPANSION JOINT MAXIMUM OF 20' INTERVALS ON UNREINFORCED SLABS.

7.12. INSTALL EXPANSION JOINT AT BUILDING CORNERS IN BOTH DIRECTIONS.

7.13. SEAL ALL JOINTS ADJOINING TO BUILDINGS.

7.14. OWNER MAY REJECT WORK FOR ANY REASON ABOVE.

1. 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 AASHTO M145 a-1-A FOR ALL STRUCTURAL FILL COURSES. COURSES MUST BE

NON-PLASTIC, WELL GRADED WITH 2” MAXIMUM.

6. USE MATERIAL COMPLYING WITH THE FOLLOWING SPECIFICATIONS FOR ALL AGGREGATE BASE COURSE. USE TYPE 1

MATERIAL UNLESS INDICATED OTHERWISE.

2. DETECTABLE WARNING SURFACES

1. SUBMIT PRODUCT DATA AS PART OF CONSTRUCTION RECORD.

2. USE ADA-ABA SPECIFICATIONS FOR DETECTABLE WARNING SURFACE DESIGN, MATERIAL AND MANUFACTURERS.

PERCENT PASSING BY DRY WEIGHT AGGREGATE

SIEVE TYPE 1 TYPE 2 (UNFINISHED SURFACES)

1 ½ -INCH 100% 100%

1-INCH 90-100% 90-100%

¾ - INCH 70-85% 70-85%

½ - 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%

CLASS MIN. WATER/CEMENT

RATIO

MIN. CEMENT

CONTENT

(SACKS/C.Y.)

SLUMP

(INCHES)

AIR CONTENT

(PERCENT)

MIX DESIGN

COMPRESSIVE

STRENGTH (PSI)

28-DAY MIN.

COMPRESSIVE

STRENGTH (PSI)

MAX RATIO (LB/LB)

S3 0.45 7 1-3.5 5.0-7.5 6520 5000

S2 0.45 6.5 1-3.5 5.0-7.5 5870 4500

AA 0.44 6 1-3.5 5.0-7.5 5210 4000

A 0.45 5 1-3.5 4.5-7.5 3910 3000

B 0.62 4 5-Feb 3.0-6.0 3260 2500

C 0.71 4 5-Feb 3.0-6.0 2610 2000

O R

C O

R U

O N

COMMERCIAL BUSINESSES, SHUTTLE SERVICES, AND

PEDESTRIAN ACCESS MUST BE MAINTAINED THROUGHOUT

THE SITE DURING ALL CONSTRUCTION ACTIVITIES.

COORDINATE POTENTIAL DISRUPTIONS WITH OWNER.

WMH

76677668

30.50'

5' 18.00'

50.00'

8.00'

20.75'

.0 0'

6.50'

4.25'

5' 9.

10.50'

5.00' 5.

5.00'

28.50'

0.67' 6.00'

6.50'

FEET

0 20 40

Ex . C on cr et e

Ex. Concrete

Ex . C on cr et e

Ex. Concrete

NEW CONCRETE

AND WALKWAY

(H W

L1 .0

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GARFIELD

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

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

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

O R

C O

R U

O N

EXISTING STAIRS

TO BE REMOVED

NEW STEPS

EXISTING CURB TO BE REMOVED

Ex. Concrete

Ex . C on cr et e

ROOF OVERHANG

Ex. Sprinkler Control Box

SCALE: 1" = 10'

RAMP HANDRAIL TO BE INSTALLED.

SEE DETAIL A1 AND D1 ON SHEET C-501

DETECTABLE WARNING

SURFACE. SEE DETAIL

A5 ON SHEET C-501

EX. DOWNSPOUT TO

SURFACE DRAIN (TYP.)

EX. DOWNSPOUT TO

SURFACE DRAIN (TYP.)

L1 .0

- L

EXISTING DETECTABLE

WARNING SURFACE

WMH

76677668

-3 .7

-1 .4

-1.0%

-0 .1

-3 .3

-1 .6

-1 .8

-1 .9

-2 .1

-2 .4

-1

-3.7%

-0.9%

-2.2%

-0.2%

-3 .1

-1 .3

-1.

-1.4%

TOC:7666.90

TOC:7667.00

TOC:7666.32

TOC:7666.81

TOC:7667.07

TOC:7667.00

TOC:7666.72

TOC:7666.80

TOC:7667.79

7666-1.2%

-1.0%

-7 .8

EG: 7667.62

EG: 7667.14

EG: 7666.98

EG: 7668.80

-7 .8

-2 .1

-2

-2 .1

-1 5.

-1.0%

-1.2%

-2 .1

-2

-2 .0

TOC:7666.97

TOC:7666.58

TOC:7666.16

TOC:7666.99

TOC:7666.67

TOC:7666.35

-7 .5

-1.0%

EG: 7665.04

EG: 7665.85

EG: 7666.02

EG: 7667.06

EG: 7667.05

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GARFIELD

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

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

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

10:1 GRADE

TO EXISTING

10:1 GRADE

TO EXISTING

MATCH EXISTING

MATCH EXISTING MATCH EXISTING

MATCH EXISTING

SAWCUT FEET

0 20 40

SCALE: 1" = 10'

Ex . C on cr et e

Ex. Concrete

Ex . C on cr et e

Ex. Concrete

Ex . C on cr et e

ROOF OVERHANG

MATCH EXISTING

SAWCUT

REPLACE SOD IN

RE-GRADED AREAS

OF LAWN

REPLACE SOD IN

RE-GRADED AREAS

OF LAWN

NOTES:

1. CONTRACTOR TO RECONFIGURE

SPRINKLING SYSTEM PER IMPACTS

OF NEW CONCRETE

O R

C O

R U

SEE DETAIL THIS SHEET

LANDING

(5' MIN.)

LANDING EXTENSION AS NEEDED

(2% MAX.), HANDRAIL EXTENSION

SHALL NOT PROJECT INTO

LANDING, TYP.

4" M

AX.

CURB OPTION BOTTOM RAIL

OPTION

NOTES:

1. CONFORM TO IBC REQUIREMENTS.

2. HANDRAIL REQUIRED ON BOTH SIDES OF RAMP.

3. USE WELDED FITTINGS FOR BENDS.

4. PROVIDE PAINTED OR GALVANIZED FINISH. COORDINATE WITH OWNER.

5. CONSTRUCT HANDRAIL CONTINUOUS FOR ENTIRE LENGTH OF RAMP, INCLUDING

INTERMEDIATE LANDINGS, BENDS, AND EXTENSIONS.

6. SUBMIT SHOP DRAWINGS TO ENGINEER FOR ACCEPTANCE OF HANDRAIL DESIGN.

7. INTEGRATE HANDRAIL WITH GUARD RAILING WHERE REQUIRED.

3.00'

RETURN HANDRAIL

EXTENSIONS TO RAIL,

WALL, OR GROUND

1.00'

'5.00' MAX.

1-1/2" Ø OR 2" SQUARE

STEEL TUBE, TYP.

1 12 MAX.

TYP.

1/8

SEE RAIL POST

ATTACHMENT DETAIL, TYP.

1' MIN.

11 2"

SEE SITE PLAN

NOTES:

1. AT DRIVEWAYS, CONSTRUCT 7" DEPTH

CONCRETE SLAB FOR SIDEWALK.

2. SEE DETAIL D1 ON SHEET C-502 FOR

CONCRETE JOINTS.

4" DEPTH CONCRETE

SIDEWALK.

2% MAX.

BACKFILL BEHIND

SIDEWALK.

3:1 MAX CUT SLOPE

3:1 MAX FILL SLOPE

4" MIN. UNTREATED BASE COURSE

1' MIN.

11 2"

BACKFILL BEHIND

SIDEWALK.

3:1 MAX CUT SLOPE

3:1 MAX FILL SLOPE

NOTES:

1. PROVIDE DETECTABLE WARNING SURFACE FOR FULL WIDTH OF RAMP.

2. LOCATE DETECTABLE WARNING SURFACE SO THAT EDGE NEAREST STREET

IS 6 OR 8 INCHES FROM CURB LINE.

3. 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.

50% TO 65% OF

0.9" MIIN.

TRUNCATED

DOME

BASE DIAMETER

1.4" MAX

1.6" MIN.

2.4" MAX.

2' M

RAMP WIDTH

TRUNCATED DOME IN

SQUARE GRID PATTERN

SPACING

4" M

PLAN

SECTION

BOLTED OPTION

(TOP MOUNT)

EMBEDDED OPTION

HANDRAIL OR

GUARDRAIL POST

1/8

5X5X3/16 PLATE

(4) 3/8" SS CONCRETE

ANCHOR, 3" EMBED DEPTH.

SIMPSON TITEN HD,

WEDGE ANCHOR, OR

EPOXY THREADED ANCHOR

EQ. EQ.

" T

THICKEN SLAB AT

POST LOCATION

BLOCK OUT OR CORE TO

POST DIA.+0.5"

EMBED POST 6" MIN. W/

NON-SHRINK GROUT

1/8" WEEP HOLE

4" MIN.

3" M

3" MIN.

3/16 3/16

EQ. EQ.

1.25" TYP.

PLAN

SECTION

BOLTED OPTION

(FACE MOUNT)

3" M

HANDRAIL RAMP DETAIL CONCRETE SIDEWALK DETAIL

DETECTABLE WARNING SURFACE

SCALE

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C-501

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HANDRAIL & GUARDRAIL POST ATTACHMENT DETAIL

O R

C O

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EXPANSION JOINT

CONTROL JOINT

SAW CUT OR SCORE.

NOTES:

1. USE FOR CURB, CURB & GUTTER, WATERWAY, AND SIDEWALK.

2. FOR FLATWORK, PLACE AT SPACING EQUAL TO SLAB WIDTH, BUT NOT GREATER THAN 12'

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

NOTES:

1. USE FOR CURB & GUTTER, CROSS GUTTER, AND SIDEWALK.

2. FOR FLATWORK, PLACE AT 50' INTERVALS.

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

FORM MACHINE, PLACE AT BEGINNING AND END OF EACH CONTINUOUS RUN.

PRE-FORMED

JOINT FILLER.

1/2"

1/4"T/3

MAXIMUM CONTROL JOINT SPACING

SLAB THICKNESS, IN.MAXIMUM JOINT SPACING, FT.

UNREINFORCED REINFORCED

4 8 10 5 10 12 6 12 15 8 16 20

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CONTROL JOINTS

O R

C O

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Sheets and Views

C-001 COVER

C-002 LEGEND

C-003 NOTES

C-101 SITE PLAN

C-102 GRADING PLAN

C-501 DETAILS

C-502 DETAILS

L1.01 LANDSCAPE PLAN

L1.02 LANDSCAPE DETAILS

L2.01 IRRIGATION PLAN

L2.02 IRRIGATION DETAILS

File details come from the government source that posted it. Updated Sep 5, 2025.