2-SR-36 Sound Wall Trail Alternative 250 Trail Section.pdf

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EXISTING STRIPING

6.3

APPROXIMATE LOCATION

OF UTILITY LINE

APPROXIMATE LOCATION

OF UTILITY LINE

CURVE DATA

R=41.50' L=44.74' L/2=22.37'

CURVE DATA

R=41.50' L=38.84' L/2=19.42'

SCALE:2 NONE

STANDARD ASPHALT SECTION

1. ALL PAVING TO BE PLACED OVER PROPERLY PREPARED NATURAL SOILS AND/OR PROPERLY PREPARED EXISTING FILL SOILS AND

PROPERLY COMPACTED STRUCTURAL FILL WHERE SPECIFIED.

2. ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO T-180 (D-1557) METHOD OF COMPACTION. LIFTS SHOULD BE PLACED BUT SHOULD NOT EXCEED 8" IN LOOSE

THICKNESS.

3. REMOVE SURFACE VEGETATION AND OTHER DELETERIOUS MATERIALS OVER THE ENTIRE SITE IN PREPARATION OF PROPOSED

IMPROVEMENTS.

4. TRAIL THICKNESS SHALL COMPLY WITH MINIMUM UDOT STANDARDS AND AASHTO'S GUIDE FOR THE DEVELOPMENT OF BICYCLE FACILITIES STANDARD OF 6" MINIMUM TOTAL PAVEMENT DEPTH (INCLUDING SURFACE COURSE AND BASE COURSE)

ASPHALT NOTES

3" HMA PER SPECIFICATIONS,

DM-1/2, PG 64-34, MAX RAP=15%

12" UNTREATED BASE COURSE COMPACTED

PROPERLY PREPARED SUBGRADE OR

FILL COMPACTED

NATURAL

GRADE

10'-0"

1.5% SLOPE

ASPHALT TRAIL PER DETAIL 2,

THIS SHEET

2'-0"

SCALE:1 NONE

10'-0" ASPHALT TRAIL DETAIL

2'-0"

NATURAL

GRADE

1. TRAIL WILL SLOPE AWAY FROM FRONTAGE ROAD.

2. GRADE UNDER NEW ASPHALT TRAIL TO A DEPTH OF 15" DEEP

AND 15' WIDE TO ALLOW FOR 12" OF ROAD BASE AND 3" OF

ASPHALT

NOTES:

1.0' OF UNTREATED BASE

COURSE COMPACTED

1.0' OF UNTREATED BASE

COURSE COMPACTED

1'- 0"

6 1

EX-ADA

250' ASPHALT

EXHIBIT-ADA

HORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.20

20 10 20 40

1. ALL WORK TO COMPLY WITH STANSBURY SERVICE AGENCY'S STANDARDS AND SPECIFICATIONS.

2. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES).

3. ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED, INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT

THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.

4. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.

5. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION ON THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

6. CALL COMCAST TV AT 1-800-391-3000 48 HOURS PRIOR TO WORKING WITHIN 10 FEET OF ANY COMCAST TV

LINES.

7. CALL LUMEN TELEPHONE COMPANY AT 1-800-954-1211 48 HOURS PRIOR TO WORKING WITHIN 10 FEET OF ANY

LUMEN LINES.

8. CALL BEEHIVE BROADBAND COMPANY AT 435-837-6000 48 HOURS PRIOR TO WORKING WITHIN 10 FEET OF ANY

BEEHIVE FIBER OPTIC LINES.

9. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER STANSBURY SERVICE

AGENCY'S STANDARDS AND SPECIFICATIONS.

10. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.

UNLESS OTHERWISE NOTED ON THESE PLANS. OWNER TO HAVE AGREEMENTS IN PLACE WITH UTILITY

COMPANIES IF NEEDED.

11. STANSBURY SERVICE AGENCY TO PROVIDE STANDARDS FOR LANDSCAPING.

GENERAL NOTES

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE

DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:

ASPHALT PAVEMENT PER DETAIL 2. SEE THIS SHEET.

APPROXIMATE LOCATION OF EXISTING TREES. PROTECT IN PLACE.

SEE SR-36 SOUND WALL PATHWAY CONSTRUCTION DRAWINGS FOR IMPROVEMENT INFORMATION.

PROTECT AND PRESERVE EXISTING IMPROVEMENTS, UTILITIES, SIGNS, ECT. (TYPICAL UNLESS OTHERWISE

NOTED).

4" IRRIGATION SLEEVE (CLASS 200 PVC).

ELECTRICAL SLEEVE/CONDUIT, SEE ELECTRICAL PLANS.6

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:

TOOELE

3950 N Tealby Way, Ste 200 Erda, UT 84074 Phone: 435.843.3590

SALT LAKE CITY

Phone: 801.255.0529

LAYTON

Phone: 801.547.1100

CEDAR CITY

Phone: 435.865.1453

RICHFIELD

Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N

THE STANDARD IN ENGINEERING

T1891P

SR

-36

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STANSBURY SERVICE AGENCY

1 COUNTRY CLUB

STANSBURY PARK, UTAH 84074

JIM HANZELKA

435-882-6188

J. CLEGG

J. CIDD. GEVERTS

6/23/26

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.

Know what's below.

before you dig.Call

R

ENSIGN BENCHMARK

FOUND MONUMENT NORTH QUARTER

CORNER SECTION 15

TOWNSHIP 2 SOUTH, RANGE 4 WEST

1983 3" TCS B&P FLUSH

NORTHING: 23175.83

EASTING: 12564.90

ELEV = 4356.02'

SPID CONTROL BENCHMARK

NORTH QUARTER CORNER OF SECTION 15

TOWNSHIP 2 SOUTH, RANGE 4 WEST

SALT LAKE BASE AND MERIDIAN

NORTHING: 97327.17

EASTING: 19644.64

ELEV = 4317.05'

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COUNTRY CLUB DR

7.7

7.8

EOA

4337.75

EOA

4337.91

EOA

4338.08

EOA

4338.23

EOA

4338.35

EOA

4338.50

EOA

4338.80

EOA

4338.95

EOC

4340.03

EOC

4339.83

0.0

9.8

1.5

1.5%

1.5%1

16.0%

33.3%16.1%33.2%

.4%

4337 4336

EX-ADA GR

250' ASPHALT

EXHIBIT-ADA GRADING

HORIZONTAL GRAPHIC SCALE

( IN FEET )

HORZ: 1 inch = ft.20

20 10 20 40

1. ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.

2. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.

3. ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS

AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.

4. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.

5. LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR

ADDITIONAL INFORMATION.

6. SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR

STORM DRAIN INLETS.

7. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER

PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

8. ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR APWA STANDARD PLANS

AND SPECIFICATIONS.

9. ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.

NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.

10. ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO HAVE

MINIMUM 1% SLOPE.

11. THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING

AGENCY'S STANDARDS AND SPECIFICATIONS.

12. NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT, OR STORM DRAIN STRUCTURES OR PIPES.

13. THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.

UNLESS OTHERWISE NOTED ON THESE PLANS.

GENERAL NOTES

1 DAYLIGHT TO EXISTING GROUND WITH MAXIMUM 3:1 SLOPE.

FIRST 2 FEET AWAY FROM ASPHALT TRAIL WITH MAX 6:1 SLOPE.

SCOPE OF WORK:

PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR REFERENCED, THE

DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:

CHECKED BYDRAWN BY

PROJECT NUMBER

FOR:

PROJECT MANAGER

PRINT DATE

PHONE:

CONTACT:

TOOELE

3950 N Tealby Way, Ste 200 Erda, UT 84074 Phone: 435.843.3590

SALT LAKE CITY

Phone: 801.255.0529

LAYTON

Phone: 801.547.1100

CEDAR CITY

Phone: 435.865.1453

RICHFIELD

Phone: 435.896.2983

WWW.ENSIGNENG.COM

E N S I G N

THE STANDARD IN ENGINEERING

T1891P

SR

-36

SO

UN

D

WA

LL

TR

AI

L

CO

UN

TR

Y C

LU

B

DR

TO

VI

LL

AG

E B

LV

D

CO

UN

TR

Y C

LU

B

DR

IVE

ST

AN

SB

UR

Y P

AR

K, U

TA

H

STANSBURY SERVICE AGENCY

1 COUNTRY CLUB

STANSBURY PARK, UTAH 84074

JIM HANZELKA

435-882-6188

J. CLEGG

J. CIDD. GEVERTS

6/23/26

CALL BLUESTAKES

@ 811 AT LEAST 48 HOURS

PRIOR TO THE

COMMENCEMENT OF ANY

CONSTRUCTION.

Know what's below.

before you dig.Call

R

ENSIGN BENCHMARK

FOUND MONUMENT NORTH QUARTER

CORNER SECTION 15

TOWNSHIP 2 SOUTH, RANGE 4 WEST

1983 3" TCS B&P FLUSH

NORTHING: 23175.83

EASTING: 12564.90

ELEV = 4356.02'

SPID CONTROL BENCHMARK

NORTH QUARTER CORNER OF SECTION 15

TOWNSHIP 2 SOUTH, RANGE 4 WEST

SALT LAKE BASE AND MERIDIAN

NORTHING: 97327.17

EASTING: 19644.64

ELEV = 4317.05'

For R ev iew

/2

6/

:4 9:

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