S-21-26_EXTERIOR_PLANS.pdf

PDF 8 MB Posted Mar 10, 2026

Attached to: Cheyenne Transit Facility - Interior and Exterior Renovations and Upgrades
Solicitation number: S-21-26
Issued by: Niobrara County, Wyoming

About this file

Written by GovTribe AI · Mar 13, 2026

Construction Drawings Summary: Westland Road Transit Facility

This file consists of construction drawings for the Westland Road Transit Facility in Cheyenne, Wyoming, prepared by Ardurra Group, Inc. for the City of Cheyenne and the Board of Public Utilities (BOPU). The drawings, dated March 20, 2025, and approved by the City Engineer on April 7, 2025, encompass a comprehensive 15-sheet set covering civil and site improvements for a 1.67-acre transit facility located at 1800 Westland Road. The project includes demolition of existing structures and pavement, site grading and drainage, new concrete and asphalt paving, landscaping with native grasses and new trees, storm sewer installation with detention pond, and water line connections. The drawings specify full-depth asphalt removal of approximately 1,250 square yards, concrete removal of 240 square yards, installation of new curb and gutter, ADA-compliant sidewalks and parking areas with 40 total parking spaces (13 front including 2 ADA accessible, 27 rear), a detention pond with riprap outlet, and a proposed bus shelter, bicycle rack, and picnic table. The project requires coordination with existing utilities including water, gas, electric, communication, and sanitary sewer lines, with utility location calls required 48 hours prior to digging. The City's Engineering Plan Review approval is stated as scope-only, with design and plan accuracy remaining the sole responsibility of the sealed and signed Wyoming Professional Engineer.

The project specifications establish that contractors must assume complete responsibility for job site conditions, safety, stormwater management, and protection of existing utilities, with any damage resulting from contractor negligence subject to repair at the contractor's expense. Key requirements include submission of a detailed construction plan, traffic control plan, and schedule 72 hours prior to work commencement, with a mandatory pre-construction meeting involving the contractor, subcontractors, and utility representatives. The contractor must hire an independent material testing company for concrete, asphalt, and soil verification and provide as-built drawings upon project completion, with final payment withheld until drawings are approved. Material specifications include SDR35 PVC or ADS HP Storm dual-wall pipe for storm sewer, C900 DR-14 PVC for water lines, and asphalt from a current-year approved mix design. No pricing, contract term, bid dates, or award information is included in this construction drawing set; these details would appear in separate bid documents and contract specifications.

View the file

Other files

File	Type	Posted
Cheyenne_Transit_Facility_-_Interior_and_Exterior_Renovations_and_Upgrades_(Addendum_#4_Revision).pdf	PDF	Apr 2, 2026
Cheyenne_Transit_Facility_-_Interior_and_Exterior_Renovations_and_Upgrades_(Addendum_#2_Revision).pdf	PDF	Mar 16, 2026
Cheyenne_Transit_Facility_-_Interior_and_Exterior_Renovations_and_Upgrades_(Addendum_#1_Revision).pdf	PDF	Mar 11, 2026
S-21-26_REQUIRED_FEDERAL_PROVISIONS.pdf	PDF	Mar 10, 2026
S-21-26_SPECS.pdf	PDF	Mar 10, 2026
S-21-26_INTERIOR_PLANS.pdf	PDF	Mar 10, 2026
AGREEMENT_AND_PERFORMANCE_PAYMENT_BONDS.pdf	PDF	Feb 24, 2026
ADMINISTRATIVE_INSTRUCTIONS.pdf	PDF	Feb 24, 2026
NOTICE_OF_AWARD,_NOTICE_TO_PROCEED,_AND_OTHER_FORMS.pdf	PDF	Feb 24, 2026
GENERAL_CONDITIONS.pdf	PDF	Feb 24, 2026

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April 7, 2025

Ardurra

Attn: Logan Stowe

205 Storey Blvd Suite 120

Cheyenne, WY 82009

RE: EPR Approval Letter for City Transit Facility

PUDC-23-96

Dear Mr. Stowe, The Engineering Plan Review, for plans dated March 21, 2025, is complete for the above referenced project.

The plans are approved in scope only. The City Engineering Department’s approval and review shall be understood to be a cursory review of the plans only. The character, sufficiency, and completeness of the design and plans are the sole responsibility of the Wyoming Registered

Engineer(s) who have sealed and signed them. This review does not constitute verification of plan accuracy or completeness, and the City holds no responsibility regarding the design and detail of the information contained therein.

Please contact the City Engineer’s Office at 307-637-6268 if you have any questions.

Respectfully, Thomas D. Cobb, P.E.

City Engineer

A COMMUNITY OF CHOICE

ENGINEERING

2101 O’Neil Avenue Room 206 Cheyenne, Wyoming 82001 Phone (307)637-6268 Fax (307)637-6256

Docusign Envelope ID: 80BF3980-735F-4CCF-A413-ECA246F18737

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WESTLAND ROAD TRANSIT FACILITY

CONSTRUCTION DRAWINGS FOR:

NOTICE TO CONTRACTORS

CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CHEYENNE BOARD OF PUBLIC UTILITIES, CITY OF CHEYENNE, AND THE DESIGN CONSULTANT HARMLESS FROM ANY AND ALL LIABILITY, REAL OR

ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT.

UNAUTHORIZED CHANGES & USES: THE DESIGN CONSULTANT PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING

AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.

VICINITY MAP

N.T.S.

LOCATION MAP

N.T.S.

WYOMING

NEWCASTLE

GILLETTEBUFFALO

SHERIDAN

BASIN

CODY

POWELL

WORLAND

THERMOPOLISDUBOIS

JACKSON

PINEDALE

AFTON

BIG

PINEY

KEMMERER

EVANSTON

ROCK

SPRINGS

LANDER CASPER

DOUGLAS

LUSK

TORRINGTON

WHEATLAND

CHEYENNE

LARAMIE

RAWLINS

PROJECT SITE LOCATION MAP

N.T.S.

E. LINCOLNWAY

HWY 30

CITY OF

CHEYENNE

CALL BEFORE YOU DIG!

CALL 811 OR (800-849-2476)

AT LEAST TWO (2) BUSINESS DAYS

BEFORE YOU DIG

WWW.ONECALLOFWYOMING.COM

NOTE:

THE LOCATION OF EXISTING UNDERGROUND

UTILITIES ARE SHOWN APPROXIMATELY ONLY

PRIOR TO CONSTRUCTION. IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO INFORM

ALL UTILITY COMPANIES OF THE CONSTRUCTION

SCHEDULE. THE CONTRACTOR SHALL DETERMINE

THE EXACT LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK. THE CONTRACTOR

IS RESPONSIBLE FOR ANY AND ALL DAMAGE

WHICH MAY OCCUR BY FAILURE TO EXACTLY

LOCATE AND PROTECT ALL UTILITIES.

DRY UTILITY REPRESENTATIVES

UTILITY AGENCY PHONE

GAS & ELECTRIC BLACK HILLS ENERGY 888-890-5554

COMMUNICATION CENTURY LINK 800-244-1111

COMMUNICATION CHARTER/SPECTRUM 833-267-6094

REVIEWED AND APPROVED PER CITY STANDARDS,

ORDINANCES, AND CODES BY:

CITY ENGINEER DATE:

FIRE DEPARTMENT DATE:

BOARD OF PUBIC UTILITIES DATE:

THESE PLANS ARE APPROVED IN SCOPE ONLY, NOT IN DETAIL. DETAIL OF

THESE PLANS IS THE SOLE RESPONSIBILITY OF THE WYOMING LICENSED

PROFESSIONAL ENGINEER WHO HAS SEALED AND SIGNED THEM. THE

CITY HOLDS NO REPONSIBILITY REGARDING THE DESIGN AND DETAIL OF

THESE PLANS,

PROJECT LOCATION

1800 WESTLAND ROAD

CHEYENNE, WYOMING

SHEET INDEX

SHEET # SHEET TITLE

1 COVER

2 GENERAL NOTES

3 EXISTING CONDITIONS AND DEMOLITION PLAN

4 SITE PLAN

5 LANDSCAPING PLAN

6 GRADING PLAN - SHEET 1

7 GRADING PLAN - SHEET 2

8 STORM DRAINAGE PLAN - SHEET 1

9 STORM DRAINAGE PLAN - SHEET 2

10 STORM DRAINAGE PLAN - SHEET 3

11 STORM DRAINAGE X-SECTIONS

12 DETAILS - SHEET 1

13 DETAILS - SHEET 2

14 WATER LINE PLAN & PROFILE

15 WATER LINE ISOLATION EXHIBIT

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PROJECT:

DATE:

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ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

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March 20, 2025

1800 WESTLAND ROAD

CHEYENNE, WYOMING 82001

Pro fessional Engineer

GAN STOWE

WY OMING

19418

Date

APPROVED

Apr. 07 2025

12:01:11 PM

Docusign Envelope ID: 80BF3980-735F-4CCF-A413-ECA246F18737

April 7, 2025

April 8, 2025

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ATTENTION:

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NOT TO SCALE

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March 20, 2025

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PROJECT CONTROL

POINT NORTHING EASTING ELEVATION DESCRIPTION

1 228487.56 745988.40 6093.64 SET SPIKE NAIL

2 228636.86 746284.04 6091.80 FOUND ALUMINUM CAP

3 228038.39 746251.23 6093.77 FOUND ALUMINUM CAP

GENERAL NOTES:

1. ALL WORK SHOWN ON THESE CIVIL CONSTRUCTION DRAWINGS SHALL COMPLY WITH THE MOST RECENT VERSION OF THE CITY OF CHEYENNE AND BOARD OF

PUBLIC UTILITIES (BOPU) CONSTRUCTION SPECIFICATIONS AND THE PROJECT SPECIFICATIONS. IF CONFLICTS EXIST BETWEEN THE PROJECT SPECIFICATIONS, CONSTRUCTION DRAWINGS, AND THE CITY SPECIFICATIONS, THE PROJECT SPECIFICATIONS AND/OR DRAWINGS SHALL BE REVIEWED AND THE MORE STRINGENT

OR CONSERVATIVE SPECIFICATION BENEFITING THE OWNER SHALL PREVAIL.

2. ALL REVISIONS TO THESE CONSTRUCTION DRAWINGS SHALL BE APPROVED BY THE ENGINEER IN WRITING.

3. ALL NOTES AND REQUIREMENTS IDENTIFIED IN THE BID PACKAGE ARE APPLICABLE AND PART OF THE CONSTRUCTION DOCUMENTS.

4. ALL WORK IN THE RIGHT-OF-WAY SHALL CONFORM TO CITY OF CHEYENNE AND BOPU CONSTRUCTION SPECIFICATIONS AND THE CONSTRUCTION DRAWINGS IN

THEIR ENTIRETY.

5. ALL WORK IN THE RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY CONSTRUCTION PERMIT. NO WORK IN THE RIGHT-OF-WAY SHALL BEGIN UNTIL PERMIT HAS BEEN APPROVED AND ISSUED. ANY ADDITIONAL PERMITS REQUIRED BY LOCAL, STATE, OR FEDERAL AGENCIES FOR CONSTRUCTION OF THIS PROJECT ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE SPECIFIED. ALL PERMITS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE

PROJECT.

6. CONTRACTOR SHALL OBTAIN AND REVIEW ALL NECESSARY STANDARDS, CONSTRUCTION DRAWINGS, AND SPECIFICATIONS IN DETAIL PRIOR TO THE START OF CONSTRUCTION. ALL DOCUMENTS, INCLUDING APPROVED CONSTRUCTION DRAWINGS AND REFERENCED STANDARDS, SHALL BE ON-SITE AT ALL TIMES.

CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO WORK IN THE AREA OF CONFLICT.

7. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A DETAILED WRITTEN CONSTRUCTION PLAN, TRAFFIC CONTROL PLAN, AND CONSTRUCTION SCHEDULE TO BE APPROVED BY THE ENGINEER PRIOR TO THE PRE-CONSTRUCTION MEETING.

8. CONTRACTOR SHALL NOTIFY THE ENGINEER 72 HOURS IN ADVANCE OF STARTING ANY WORK. A PRE-CONSTRUCTION MEETING SHALL BE COMPLETED WITH THE CITY OF CHEYENNE AND THE ENGINEER. THE CONTRACTOR, HIS SUBCONTRACTORS, AND A REPRESENTATIVE FROM EACH OF THE UNDERGROUND UTILITIES

AFFECTED (IF APPLICABLE) SHALL BE PRESENT.

9. CONTRACTOR SHALL PROVIDE A PROJECT SUPERINTENDENT FOR DURATION OF THE PROJECT WHO IS ON-SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITIES.

THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR, BUT NOT LIMITED TO, THE FOLLOWING TASKS:

A. MUST BE KNOWLEDGEABLE AND FAMILIAR WITH CONSTRUCTION DRAWINGS, SPECIFICATIONS, ADDENDUMS, SHOP DRAWINGS, AND SUBMITTALS.

B. MANAGE THE CONSTRUCTION ACTIVITIES OF ALL SUBCONTRACTORS ON-SITE.

C. REVIEW AND APPROVE SHOP DRAWINGS (INCLUDING THOSE OF SUBCONTRACTORS).

D. REVIEW STAKEOUT DATA AND SURVEY STAKES AND VERIFY AGAINST THE CONSTRUCTION DRAWINGS PRIOR TO ASSOCIATED CONSTRUCTION ACTIVITY. IF A

DISCREPANCY IS DISCOVERED, WORK IS TO STOP IMMEDIATELY UNTIL RESOLVED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

E. OBTAIN APPROVAL FROM THE OWNER/ENGINEER PRIOR TO BEGINNING ANY FORCE ACCOUNT WORK.

F. PROVIDE AN ACCURATE WEEKLY CONSTRUCTION SCHEDULE.

G. AVAILABLE DURING NON-WORKING HOURS FOR EMERGENCIES, TRAFFIC CONTROL MAINTENANCE, STORMWATER MANAGEMENT, AND EROSION CONTROL.

10. CONTRACTOR SHALL HIRE AN INDEPENDENT MATERIAL TESTING COMPANY FOR CONCRETE, ASPHALT, AND SOIL MATERIALS TESTING AND/OR COMPACTION FOR VERIFICATION OF CONTRACTOR'S COMPLIANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR IS NOT RELIEVED FROM COMPLYING WITH ALL OTHER APPLICABLE SPECIFICATIONS REGARDING THESE MATERIALS. ANY RETESTS REQUIRED WILL BE PAID FOR BY THE CONTRACTOR.

11. CONSTRUCTION STAKING IS THE RESPONSIBILITY OF THE CONTRACTOR.

12. WHERE DENSITY CANNOT BE DETERMINED WITH A NUCLEAR DENSITY GAUGE AFTER CONSULTATION WITH THE ENGINEER, A PROOF ROLL SHALL BE COMPLETED USING A 20 TON TANDEM AXLE DUMP TRUCK LOADED TO THE LEGAL LIMIT WITH TIRES INFLATED TO 80 PSI IN THE PRESENCE OF THE ENGINEER.

13. ALL ELEVATIONS SHOWN WITHIN THESE CONSTRUCTION DRAWINGS TO BE EXISTING ARE FROM A RECENT SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR

PRIOR TO CONSTRUCTION.

14. ANY DAMAGE TO ANYTHING OUTSIDE THE CONSTRUCTION LIMITS OR INTENTS SHALL BE REPAIRED OR REPLACED PER CITY OF CHEYENNE AND BOPU STANDARDS

AND SPECIFICATIONS AT NO COST TO THE OWNER.

15. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF, DUST, AND MUD FROM ALL CONSTRUCTION ACTIVITIES PER LOCAL, STATE, AND FEDERAL REQUIREMENTS.

16. CONTRACTOR SHALL IMMEDIATELY CLEAN ANY SEDIMENT OR CONSTRUCTION MATERIALS INADVERTENTLY DEPOSITED ON EXISTING STREETS, SIDEWALKS, OR

OTHER PUBLIC RIGHTS-OF-WAY.

17. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS STORMWATER MANAGEMENT. IF ANY FACILITIES ON OR ADJACENT TO THE SITE BECOME DAMAGED BY STORMWATER RUNOFF, THE CONTRACTOR WILL BE RESPONSIBLE FOR FULL REHABILITATION OF THE DAMAGED COMPONENTS TO ORIGINAL OR BETTER

CONDITION.

18. ALL WORK AREAS SHALL BE GRADED TO MAINTAIN POSITIVE SURFACE DRAINAGE DURING THE WORK. NO STANDING WATER SHALL BE ALLOWED TO POND ON

PAVEMENT SUBGRADE.

19. ALL REMOVED MATERIALS (UNSUITABLE SOIL, EXCESS MATERIAL, ROCK MATERIAL, STRUCTURES, PIPE, ETC.) SHALL BE PROPERLY DISPOSED OF OFF SITE AT THE

CONTRACTOR'S EXPENSE UNLESS DESIGNATED OTHERWISE.

20. ARDURRA & THE OWNER ARE NOT RESPONSIBLE FOR SAFETY, IN, ON, OR ABOUT THE PROJECT SITE, NOR FOR COMPLIANCE BY THE APPROPRIATE PARTY OF ANY

REGULATIONS THERETO.

21. ARDURRA & THE OWNER EXERCISES NO CONTROL OF THE SAFETY OR ADEQUACY OF ANY EQUIPMENT, BUILDING COMPONENTS, SCAFFOLDING, FORMS, OR

OTHER WORK AIDS USED IN OR ABOUT THE PROJECT, OR IN THE SUPERVISION OF THE SAME.

22. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY

AND CONFINED SPACE ENTRY.

23. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CITY OF CHEYENNE AND/OR THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL FACILITIES COMPLETE AND INCOMPLETE UNTIL ACCEPTED BY THE CITY OF

CHEYENNE.

STORM SEWER CONSTRUCTION NOTES:

1. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWER PIPE SHALL BE SDR35 PVC (OR APPROVED EQUAL) OR ADS HP STORM DUAL WALL (OR

APPROVED EQUAL). SIZE SHALL BE AS INDICATED IN THESE DRAWINGS.

2. ALL LENGTHS OF STORM SEWER LINE SHOWN ARE HORIZONTAL DISTANCES FROM THE CENTER OF DOWNSTREAM STRUCTURE TO THE CENTER

OF UPSTREAM STRUCTURE.

3. INSPECTION FOR STORM PIPE IS TO BE PERFORMED PER CITY OF CHEYENNE SPECIFICATIONS AND ANY SUPPLEMENTAL SPECIFICATIONS. THIS

WORK SHALL BE SUBSIDIARY TO PAY ITEMS.

4. ALL STORM SEWER LINES ARE TO BE INSTALLED USING A LASER GRADE CONTROL DEVICE.

5. TRENCHES SHALL BE DEWATERED CONTINUOUSLY WHILE INSTALLATION IS IN PROGRESS. DEWATERING SHALL BE SUBSIDIARY TO OTHER

CONTRACT PAY ITEMS.

6. THE FLOOR OF EVERY INLET BOX SHALL BE SLOPED TO DRAIN.

7. PIPE AND INLET SUBMITTALS MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO PURCHASE AND/OR FABRICATION.

SURFACING CONSTRUCTION NOTES:

1. ALL ASPHALT IS TO BE PLACED FROM A CURRENT YEAR'S APPROVED MIX DESIGN. TACK SHALL BE REQUIRED BETWEEN LIFTS IF TOP LIFT IS

NOT PLACED WITHIN 24 HOURS OR IF BOTTOM LIFT BECOMES VISIBLY IMPACTED WITH DIRT OR MUD DEBRIS.

2. BACKFILL IS TO BE PLACED AND COMPACTED AS SOON AS PRACTICAL BEHIND THE CURB AND GUTTER TO PROVIDE PROPER DRAINAGE AND PREVENT EXCESSIVE INFILTRATION INTO THE SUBGRADE. BACKFILL SHALL BE COMPLETED PRIOR TO ASPHALT PAVING ACTIVITIES.

3. ADA RAMPS SHALL BE INSTALLED PER THE CITY OF CHEYENNE STANDARD DETAILS WITH THE UNDERSTANDING THAT ADJUSTMENTS MAY BE NEEDED TO MATCH THE FIELD CONDITIONS AT THE TIME OF CONSTRUCTION. ALL FORMS SHALL BE SET AND INSPECTED PRIOR TO SCHEDULING CONCRETE. ANY ADDITIONAL REMOVALS OR PLACEMENT OF CONCRETE SHALL BE PAID AT THE UNIT BID PRICE.

4. THE OWNER AND/OR THE ENGINEER RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO CURB/GUTTER STRINGLINE AND CONCRETE FORMS TO

OPTIMIZE THE DESIGN AT NO ADDITIONAL COST TO THE OWNER.

5. THE ENGINEER RESERVES THE RIGHT TO REQUEST A FLOOD TEST, AT NO ADDITIONAL COST TO THE OWNER, OF ANY SUSPECT DRAINING

AREAS.

EXISTING UTILITY LOCATION NOTES:

1. ALL EXISTING UTILITIES SHOWN HEREIN ARE THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ACCURACY OF THIS

INFORMATION IS NOT GUARANTEED NOR SHALL IT BE CONSIDERED COMPLETE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION (HORIZONTAL AND VERTICAL) AND SIZE (OUTSIDE DIAMETER) OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION IF DISCREPANCIES WITHIN THESE CONSTRUCTION DRAWINGS EXIST. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING UTILITIES DURING CONSTRUCTION.

2. ANY UTILITIES THAT ARE DISCOVERED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE CONSTRUCTION DRAWINGS

SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.

3. CONTRACTOR SHALL NOT INTERRUPT, DISTURB, OR OPERATE ANY UTILITY FACILITY WITHOUT AUTHORITY FROM THE UTILITY OWNER. WHERE PROTECTION IS REQUIRED TO ENSURE INTEGRITY OF UTILITY FACILITIES (INCLUDING CITY-OWNED), CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY PROTECTION.

4. DIAL 811 FOR UTILITY LOCATES 48 HOURS BEFORE DIGGING IN THE CONSTRUCTION SITE.

5. UTILITY OWNER REPRESENTATIVE SHALL BE PRESENT FOR ALL UTILITY POT HOLING ACTIVITIES.

6. CONTRACTOR SHALL COORDINATE UTILITY SHUTDOWNS AS REQUIRED BY LOCAL, STATE, OR FEDERAL AGENCIES.

CONTRACTOR'S AS-BUILT DRAWING NOTES:

1. CONTRACTOR SHALL PROVIDE, AT THE COMPLETION OF THE PROJECT OR EACH PHASE OF THE PROJECT, A COMPLETE SET OF

REPRODUCIBLE "AS-BUILT" DRAWINGS TO THE OWNER PRIOR TO FINAL PAYMENT. THE AS-BUILT DRAWINGS WILL CONSIST OF A MARKED-UP

SET OF "ISSUED FOR CONSTRUCTION" DRAWINGS VERIFYING THE FOLLOWING:

A) ALL LENGTHS, SIZES, AND MATERIAL OF INSTALLED PIPE, INLET, AND ANY OTHER IMPROVEMENT.

B) INVERT ELEVATION OF EACH PIPE AT STORM SEWER MANHOLES, INLETS, OUTLETS, SUB ENDS, ETC.

C) TOP OF THE PIPE ELEVATIONS OF EACH FOREIGN PIPE CROSSING.

D) SLOPE OF STORM SEWER BETWEEN MANHOLES AND STRUCTURES.

E) ELEVATIONS OF INLET AND TOP OF CURB AT CURB INLETS.

F) A TOPOGRAPHIC SURVEY OF THE DETENTION AREA, INCLUDING ALL BERMS, SPILLWAYS, AND INVERTS REQUIRED BY THE ENGINEER TO

PROVIDE CERTIFICATION FOR THE POND.

G) TOPOGRAPHIC SURVEY OF ANY DRAINAGE SWALES PRESENT ON THE SITE.

H) ANY OTHER VARIATIONS FROM THE CONSTRUCTION DOCUMENTS MUST BE CLEARLY NOTED ON THE CONSTRUCTION DRAWINGS.

2. CONTRACTOR SHALL FURNISH TO THE CITY AN ELECTRONIC FILE CONTAINING SURVEY DATA. (NORTHING, EASTING, ELEVATION, DESCRIPTION, AND COORDINATE SYSTEM DATA) OF POINTS TAKEN AT FINISHED GRADE FOR EACH NEW MANHOLE, SEWER SERVICE, WATER

SERVICE, AND CURB STOP.

3. THE FINAL AS-BUILT DRAWING CERTIFICATE SHALL BE SIGNED ON EACH SHEET BY THE CONTRACTOR OR SUBCONTRACTOR RESPONSIBLE

FOR THE WORK.

4. CONTRACTOR AS-BUILT DRAWINGS WILL BE DUE PRIOR TO SUBMITTING THE FINAL PAY REQUEST. NON-CONFORMING AS-BUILT DRAWINGS WILL BE RETURNED TO THE CONTRACTOR FOR REVISIONS AND RESUBMITTAL. FINAL PAYMENT WILL NOT BE ISSUED UNTIL THE OWNER HAS

REVIEWED AND APPROVED THE AS-BUILT DRAWINGS.

SURVEY CONTROL NOTES:

1. CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL, AT THEIR OWN EXPENSE, RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE

MONUMENT CHANGE PER STATE LAW.

2. CONTRACTOR SHALL VERIFY CONTROL PRIOR TO STARTING CONSTRUCTION.

COORDINATE SYSTEM:

· COORDINATE SYSTEM IS WYOMING STATE PLANE COORDINATES EAST ZONE, NAD83(2011), GEOID 18

· VERTICAL DATUM: NAVD88

· UNITS: US SURVEY FEET

· COORDINATE SYSTEM SCALE ORIGIN: 0,0,0

· COMBINED SCALE FACTOR OF “1”

· LATITUDE: 41°07'35.39406" N

· LONGITUDE: 104°50'26.63059" W

· ELLIPSOID HEIGHT: 6040.74

· COMBINED SCALE FACTOR (GRID TO GROUND): 1.000337024

APPROVED

Apr. 07 2025

12:01:17 PM

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N=228546.91 E=745999.71

N=228542.49 E=746006.68

N=228416.83 E=746026.33

N=228417.37 E=746031.67

N=228418.27 E=746038.46

N=228388.38 E=746046.70

N=228447.86 E=746329.07

N=228475.96 E=746323.42

N=228503.35 E=746179.30

N=228577.56 E=745993.14

N=228568.24 E=745995.27

N=228611.52 E=746157.29

N=228601.82 E=746159.32

N=228621.22 E=746255.06

N=228551.56 E=746301.11

N=228579.26 E=746295.65

N=228638.14 E=746290.32

N=228638.85 E=746293.79

N=228628.94 E=746297.86

N=228476.59 E=746326.70

N=228636.52 E=746284.05

N=228579.91 E=746302.18

N=228552.88 E=746307.68

N=228582.79 E=746066.67

N=228577.91 E=746067.66

N=228600.79 E=746154.40

N=228595.46 E=746155.51

N=228572.29 E=746015.56

N=228574.42 E=746026.25

N=228440.29 E=746291.42

N=228521.42 E=746175.72

N=228520.60 E=746170.76

N=228502.37 E=746174.39

N=2

8.9

E=7

0.0

N=2

7.4

E=7

4.0

N=2

5.1

E=7

6.5

N=2

6.3

E=7

2.5

N=2

5.6

E=7

4.9

N=2

2.9

E=7

1.2

N=228396.95 E=746058.63

N=228394.61 E=746044.72

N=228448.54 E=746332.39

REMOVE EXISTING DEAD TREE AND CONCRETE

LANDSCAPE BOX

FULL-DEPTH

ASPHALT REMOVAL

(± 95 SY)

REMOVE EXISTING

CONCRETE

(± 60 SY)

EXISTING CONCRETE

TO BE REMOVED

(± 6 SY)

REMOVE EXISTING

CONCRETE

(± 85 SY)

REMOVE EXISTING

BOLLARDS (3)

REMOVE EXISTING

CONCRETE

(± 45 SY)

REMOVE EXISTING

CONCRETE

(± 40 SY)

REMOVE EXISTING CONCRETE

VALVE COLLAR FOR WATER LINE WORK

ONLY (SEE SHEET 14)

REMOVE EXISTING

CURB AND GUTTER

(± 184 LF)

FULL-DEPTH ASPHALT

PATCH (± 40 SY)

PROTECT AND RETAIN EXISTING

DRAINAGE PIPE AND CONCRETE PAN

REMOVE EXISTING

LIGHT POLE

REMOVE EXISTING TREE

AND DRIP IRRIGATION CAPPED

REMOVE EXISTING

CONCRETE CURB

(± 27 LF)

REMOVE EXISTING DEAD TREE AND

CONCRETE LANDSCAPE BOX

FULL-DEPTH

ASPHALT REMOVAL

(± 170 SY)

FULL-DEPTH

ASPHALT REMOVAL

(± 30 SY)

EXISTING HYDRANT

REMOVE EXISTING

SIGN

REMOVE EXISTING

CURB AND GUTTER

(± 60 LF)

REMOVE EXISTING

CURB AND GUTTER

(± 70 LF)

FULL-DEPTH ASPHALT

REMOVAL (± 820 SY)

REMOVE EXISTING

MARKINGS (TYP.)

SEE NOTE 8

EXISTING WATER LINE

TO BE ABANDONED.

EXISTING FLAG POLE AND

BASE TO BE REMOVED

REMOVE EXISTING CONCRETE

LANDSCAPE BOX

FULL-DEPTH ASPHALT

REMOVAL (± 42 SY)

FULL-DEPTH ASPHALT

REMOVAL (± 5 SY)

FULL-DEPTH ASPHALT

REMOVAL (± 30 SY)

FULL-DEPTH ASPHALT

REMOVAL (± 4 SY)

REMOVE AND DISPOSE OF

EXISTING LIGHT POLE

REMOVE EXISTING

TREE AND DRIP

IRRIGATION CAPPED

REMOVE EXISTING

TREE AND DRIP

IRRIGATION CAPPED

REMOVE EXISTING

TREE AND DRIP

IRRIGATION CAPPED

C O

R U

O N

D R

G S

G C

O N

D D

O N

E R

S N

C R

O N

0 2010 6040

GENERAL NOTES

D U

R R

A G

R O

U P, IN

. T H

U M

H E

D U

R R

N Y

R O

D U

O N

, R

R M

O D

N O

U M

O R

C O

H O

U T

W R

N P

O N

O F

U R

R A

D R

C H

PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

N P

.D W

G , 3

/1 9/

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

W W

.A R

D U

R R

A .C

O M

March 20, 2025

W LS

220516

D R

T R

E R

S N

C R

O N

1. WHEN CONCRETE REMOVAL AREAS ARE ADJACENT TO ASPHALT PAVEMENT

THAT IS TO REMAIN, THE ASPHALT SHALL BE SAWCUT TWO FEET FROM THE

CONCRETE EDGE AND FULL-DEPTH PATCHED FOLLOWING THE PLACEMENT OF

NEW CONCRETE.

2. THE REMOVAL ITEMS AND LIMITS ON THESE DEMOLITION PLANS ARE

APPROXIMATE ONLY. ADDITIONAL REMOVAL MAY BE REQUIRED TO COMPLETE

THE WORK.

3. REMOVAL OF CURB AND GUTTER AND SIDEWALK SHOULD OCCUR AT THE

NEAREST EXISTING JOINT UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

4. ANY CURB AND GUTTER, SIDEWALK, DRIVEWAY, ASPHALT PAVEMENT, SIGNAGE,

LANDSCAPING, ETC. WHICH ARE TO REMAIN SHALL BE PROTECTED BY THE

CONTRACTOR. IF DAMAGE OCCURS AS A RESULT OF THE CONTRACTOR'S

OPERATIONS, THEY SHALL BE REPLACED TO ORIGINAL OR BETTER CONDITION

AT THE CONTRACTOR'S EXPENSE.

5. ANY NECESSARY SAWCUTTING REQUIRED FOR REMOVAL SHALL BE FULL-DEPTH

TO A NEAT VERTICAL EDGE. SAWCUTTING WILL NOT BE PAID SEPARATELY, BUT

SHALL BE CONSIDERED SUBSIDIARY.

6. ALL EXISTING CONCRETE, ASPHALT, PIPE, AND EXCESS EXCAVATION REMOVED

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE

LAWFULLY DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

ENVIRONMENTAL REGULATIONS.

7. PRIOR TO CONCRETE REMOVAL, THE CONTRACTOR SHALL CONTACT THE CITY

ENGINEER TO ALLOW FOR THE MARKING OF ANY ADDITIONAL REMOVAL.

ADDITIONAL REMOVAL WILL BE PAID AT THE BID UNIT PRICE.

8. ALL EXISTING PAVEMENT STRIPING WITHIN THE SITE BOUNDARY SHALL BE

REMOVED IN THEIR ENTIRETY THROUGH PAVEMENT REHABILITATION

ACTIVITIES OR BY MEANS OF WATER OR SAND BLASTING IF THEY ARE OUTSIDE

AREAS DESIGNATED FOR PAVEMENT REHABILITATION. STRIPING REMOVAL

ACTIVITIES SHALL CAUSE NO DISTRESS, RAVELING, POTHOLES, OR ANY OTHER

DAMAGE TO PAVEMENT THAT IS TO REMAIN. STRIPING REMOVAL SHALL BE

CONSIDERED SUBSIDIARY UNDER THE PAVEMENT STRIPING LINE ITEM.

9. REQUIRED ASPHALT REMOVALS DESIGNATED ON THIS SHEET SHALL INCLUDE

ALL ASPHALT AND BASE COURSE TO THE SUBGRADE, REGARDLESS OF DEPTH.

ASPHALT AND BASE COURSE SHALL BE REPLACED (WHERE APPLICABLE) WITH

THE CONCRETE OR ASPHALT PAVING SECTION SHOWN ON SHEET 12.

10. ALTERNATE ASPHALT REMOVAL MAY INCLUDE ONE OF THE FOLLOWING

(DEPENDING ON AWARDED ALTERNATE BID SCHEDULES):

10.1. FULL-DEPTH RECONSTRUCTION OF ASPHALT AND BASE IN ACCORDANCE

WITH THE PAVING SECTION SHOWN ON SHEET 12 DETAIL 2.

10.2. MILLING AND REPLACEMENT OF THE TOP LIFT OF ASPHALT WITH SELECT

LOCATIONS OF FULL-DEPTH SPOT REPAIR.

10.3. NO ADDITIONAL REMOVAL OR REPLACEMENT.

11. ANY PIPING OR CONDUIT TO BE REMOVED SHALL BE CUT AT THE EXTENTS OF

THE REMOVAL. FACILITIES SHALL NOT BE REMOVED BY PULLING PRIOR TO

CUTTING AT EXTENTS. ALL LENGTHS OF PIPING AND CONDUIT REMOVED ARE

SUBSIDIARY TO OTHER BID ITEMS.

12. ADDITIONAL PAVEMENT REMOVAL REQUIRED FOR WATER LINE RELATED WORK

ARE SHOWN ON SHEETS 14 AND 15.

LEGEND

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING PROPERTY LINE

EXISTING PROPERTY EASEMENT LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING SIGN

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING BOLLARD

EXISTING PHONE CABINET

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING BUILDING

EXISTING PAVEMENT

EXISTING CONCRETE

EXISTING CONCRETE REMOVAL

(± 240 SY)

FULL-DEPTH ASPHALT

REMOVAL - ± 1,250 SY (SEE NOTE 9)

ALTERNATIVE ASPHALT REMOVAL -

± 3,500 SY (SEE NOTE 10)

Y D

OHP

SEW

APPROVED

Apr. 07 2025

Y D

UGP

6''W

8''W 8''W

8''W

SEW

12''W

8''W

Y D

SEWSEWSEW

12''W

6''W

Y D

8''W

8''W 8''W

8''W

SDSDSD

EXISTING OFFICE

BUILDING

D R

26'

DETENTION

POND

62'

25'

20' (TYP. EAST LOT)

40' (TYP.)

12' (TYP.)

10'

(TYP.)

30'

DRAINAGE & UTILITY

EASEMENT

16' UTILITY EASEMENT

11'

32.00'

7' (TYP.)

30'

CONCRETE ACCESS

5.00'

18.50' (TYP. WEST LOT)

75'

128'

EXISTING 30'

ACCESS

EXISTING ACCESS

ELECTRICAL SERVICE

TO BE RE-ROUTED

AROUND PROPOSED POND BY CONTRACTOR

SEE GENERAL NOTE #9 THIS SHEET

PROPERTY LINE

10' x 13' CONCRETE BUS

SHELTER PAD (SEE NOTE 4)

PROPERTY LINE

EXISTING LIGHT POLE

TO BE REMOVED

VAN ACCESIBLE

ADA PARKING

(STALL MARKINGS PER

MUTCD STANDARDS)

EXISTING LIGHT POLE

TO BE REMOVED

BOLLARDS TO BE

REMOVED

SIGN TO BE REMOVED

OUTLET TO EXISTING

SWALE

REMOVE EXISTING SIDEWALK

AND REPLACE WITH ADA-COMPLIANT

6' SIDEWALK

PUBLIC ENTRANCE

EMPLOYEE-ONLY

ENTRANCE

(NON-PUBLIC)

CONCRETE TO BE

REMOVED

PROPOSED TRASH ENCLOSURE

(6' HIGH CHAIN LINK WITH PRIVACY

SLATS AND EAST-FACING LOCKING

DOUBLE SWING GATE)

CONCRETE TO BE REMOVED

3' VALLEY PAN

5' PEDESTRIAN WALK

& TRAFFIC BUFFER

CURB AND GUTTER

8' PEDESTRIAN ACCESS &

WHEELCHAIR BOARDING

PROPERTY LINE

DEAD TREE AND LANDSCAPE BOX

TO BE REMOVED

DEAD TREE AND LANDSCAPE BOX

TO BE REMOVED

PROPOSED INLET

METERING

STRUCTURE

EXISTING ACCESS TO BE REMOVED

CURB AND GUTTER TO BE REPLACED

PUBLIC ENTRANCE

COMMUNICATION SERVICE TO BE

RE-ROUTED AROUND

PROPOSED POND BY CONTRACTOR

SEE GENERAL NOTE #9 THIS SHEET

EMPLOYEE-ONLY ENTRANCE

(NON-PUBLIC)

CURB AND GUTTER

EXISTING HYDRANT

SIGHT TRIANGLE

EMPLOYEE-ONLY ENTRANCE

(NON-PUBLIC)

CONCRETE TO BE REMOVED

ADA RAMP CONFIGURATION

TO SERVE BOTH ENTRANCES

CONCRETE TO BE

REMOVED

POND GRADING FOOTPRINT

DETECTABLE

WARNING

PLATE (TYP.)

10' LANDSCAPE BUFFER

3' VALLEY PAN

4" WIDE YELLOW STRIPES 18" APART.

DIAGONAL YELLOW STRIPING (TYP.)

4.75' EXISTING SIDEWALK

5.00' EXISTING SIDEWALK

10' x 12' CONCRETE BICYCLE PAD (SEE NOTE 5)

10' x 12' CONCRETE

PICNIC TABLE PAD

(SEE NOTE 6)

EXISTING TREE TO BE REMOVED

EXISTING HYDRANT

40.00' UNOBSTRUCTED APPROACH

12.00'

ADJUST VALVE BOX TO GRADE IF THE WATER LINE

WORK IN SHEETS 14-15 IS NOT COMPLETED WITH THIS PROJECT

15.00'

NEW "VAN ACCESSIBLE"

ADA PARKING SIGNAGE

WITH POST

PROPOSED LIGHT POLE

(TYP.) SEE SHEET 13 DETAIL 1

WATER LINE BID ALTERNATE

SEE SHEETS 14-15

24'

12.00'

FLOWLINE

18.50'

10.00'

24'

6' VCP PRECAST LOW

PROFILE WHEEL STOPS (TYP.)

11'

NEW "VAN ACCESSIBLE"

ADA PARKING SIGNAGE

WITH POST

EXISTING TREE

TO BE REMOVED

EXISTING TREE

TO BE REMOVED

EXISTING TREE

TO BE REMOVED

EXISTING TREE

TO BE PROTECTED

FUTURE COMMERCIAL SIGNAGE

(TO BE PERMITTED AT A LATER DATE)

PROPOSED SIGNAGE

(MUTCD R5-1) AND POST

PROPOSED SIGNAGE

(MUTCD R5-1) AND POST

C O

R U

O N

D R

G S

E R

S N

C R

O N

0 2010 6040

D U

R R

A G

R O

U P, IN

. T H

U M

H E

D U

R R

N Y

R O

D U

O N

, R

R M

O D

N O

U M

O R

C O

H O

U T

W R

N P

O N

O F

U R

R A

D R

C H

PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

W G

, 3 /1

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

W W

.A R

D U

R R

A .C

O M

March 20, 2025

W LS

220516

D R

T R

E R

S N

C R

O N

LEGEND

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING PROPERTY LINE

EXISTING PROPERTY EASEMENT LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING SIGN

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING BOLLARD

EXISTING PHONE CABINET

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING BUILDING

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO BE REMOVED

PROPOSED ASPHALT REHABILITATION

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE AREAS

EXISTING CONCRETE TO BE REMOVED

DRAINAGE ARROWS

PROPOSED CATCH BASIN

PROPOSED FLARED END SECTION

PROPOSED STORM SEWER PIPE

PROPOSED LIGHT POLE

Y D

OHP

GENERAL NOTES

1. CURRENT ZONING: CB

2. PROPOSED USE: TRANSIT FACILITY

3. TOTAL SITE AREA: 1.67 ACRES

4. A TOLAR MODEL # SFSS-01 BUS SHELTER (OR APPROVED EQUAL) SHALL BE

INSTALLED CENTERED ON THE PAD. BUS SHELTER SHALL BE INSTALLED PER

MANUFACTURER'S INSTRUCTION. ALL MATERIALS AND LABOR REQUIRED TO

FURNISH THE BUS SHELTER COMPLETE SHALL BE PAID UNDER THE LANDSCAPING

BID ITEM.

5. A BELSON MODEL # CBBR-9UR-BK BICYCLE RACK (OR APPROVED EQUAL) SHALL BE

INSTALLED IN THE CENTER OF THE PAD. RACK SHALL BE INSTALLED PER

MANUFACTURER'S INSTRUCTIONS. ALL MATERIALS AND LABOR REQUIRED TO

FURNISH THE BICYCLE RACK COMPLETE SHALL BE PAID UNDER THE LANDSCAPING

BID ITEM.

6. A BELSON MODEL #238HS-V6 PICNIC TABLE (OR APPROVED EQUAL) SHALL BE

INSTALLED IN THE CENTER OF THE PAD WITH OVERHANG ON THE STREET SIDE.

PICNIC TABLE SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. ALL

MATERIALS AND LABOR REQUIRED TO FURNISH THE TABLE COMPLETE SHALL BE

PAID UNDER THE LANDSCAPING BID ITEM.

7. CROSSWALK MARKINGS SHALL BE 18"Wx60"L AND SPACED EVERY 24". COLOR

SHALL BE SOLID WHITE.

8. PROTECT EXISTING WATER AND SEWER APPURTENANCES. ADJUST TO FINAL

GRADE AS NEEDED PER BOPU STANDARD DRAWING 02570-01.

9. ALL RE-ROUTED UTILITIES SHALL BE INSTALLED TO THE DEPTH REQUIRED BY THE

UTILITY OWNER. RE-ROUTED UTILITIES SHALL BE ACCEPTED BY THE OWNER AND

UTILITY PRIOR TO COMPLETION OF THIS ITEM. ALL LABOR AND MATERIALS

REQUIRED TO RE-ROUTE UTILITIES SHALL BE SUBSIDIARY TO THE UNCLASSIFIED

EXCAVATION LINE ITEM.

10. ALL WORK SHALL BE PHASED TO ALLOW FOR EMPLOYEE ACCESS AND ON-SITE

PARKING FOR THE ENTIRE DURATION OF CONSTRUCTION.

COMPUTATION TABLE

· BUILDING AREA: 9,600 SF

· PROPOSED PAVED AREA: 35,011 SF

· PROPOSED CONCRETE AREA: 4,988 SF

· TOTAL IMPERVIOUS AREA: 49,599 SF (68% OF TOTAL SITE)

· REQUIRED PARKING: 1 SPACE PER 300 SF OF BUILDING

= 9,600 / 300 = 32 PARKING SPACES

· PARKING SHOWN: 13 SPACES IN FRONT (INCLUDING 2 ADA)

27 SPACES IN BACK

VICINITY MAP

N.T.S.

E. LINCOLNWAY

HWY 30

CITY OF

CHEYENNE

W . C

OLL

DR.

PROJECT LOCATION

1800 WESTLAND RD

CHEYENNE, WYOMING

AVE

MAGIC CITY ENTERPRISES INC.

LOT TYPE: EXEMPT

ZONING: CB

CON WAY FREIGHT INC C/O TAX DEPARTMENT

LOT TYPE: COMMERCIAL

ZONING: LI

JOANNIDES FAMILY PROPERTIES INC.

LOT TYPE: COMMERCIAL

ZONING: CB

K&C CHEYENNE LLC

LOT TYPE: COMMERCIAL

ZONING: CB

APPROVED

Apr. 07 2025

SDSDSD

30'

DRAINAGE & UTILITY

EASEMENT

(7,310 SF OF SITE

LANDSCAPED AREA)

16' UTILITY EASEMENT

(1,228 SF OF SITE

LANDSCAPED AREA)

PROPERTY LINE

DEAD STREET TREE

TO BE REMOVED

DEAD STREET TREE

TO BE REMOVED

EXISTING OFFICE

BUILDING

D R

DETENTION

POND

SIGHT TRIANGLE (TYP.)

EXISTING TREE

TO BE PROTECTED

0 2010 6040

D U

R R

A G

R O

U P, IN

. T H

U M

H E

D U

R R

N Y

R O

D U

O N

, R

R M

O D

N O

U M

O R

C O

H O

U T

W R

N P

O N

O F

U R

R A

D R

C H

PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

G P

.D W

G , 3

/2 0/

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

W W

.A R

D U

R R

A .C

O M

March 20, 2025

W LS

220516

D R

T R

E R

S N

C R

O N

LEGEND

GENERAL NOTES

COMPUTATION TABLE

· MAXIMUM LOT COVERAGE FOR CB = 85%

· REQUIRED INTERNAL LANDSCAPE AREA (15%) = 10,912 SF - 8,538 SF OF EASEMENTS

WITHIN LANDSCAPED AREAS = 2,374 / 500 = 5 POINTS

· EXISTING INTERNAL TREES = 1 (1.5 POINTS)

· NEW INTERNAL TREES = 3 (4.5 POINTS)

· INTERNAL LANDSCAPING TREES = 6 POINTS

· REQUIRED GROUND COVER POINTS = (10,912 / 500) = 22 POINTS

· PROPOSED GROUND COVER = SEEDED, NATIVE SHORT-GRASS PRAIRIE: 25,205 SF

· 25,205 / 500 x 0.5 = 25.2 POINTS

· PROPOSED PICNIC TABLE = 1 POINT

· TOTAL GROUND COVER POINTS = 26.2 POINTS

· WESTLAND ROAD REQUIRED STREET TREES: 155'± / 40 = 4 TREES

C O

R U

O N

D R

G S

G P

E R

S N

C R

O N

· DRIP IRRIGATION SYSTEM TO BE IMPLEMENTED FOR ALL TREES.

· SEEDED NATIVE SHORT-GRASS PRAIRIE TO BE USED FOR ALL GROUND COVER

AND LANDSCAPE BUFFERS.

· REFERENCE CITY OF CHEYENNE TREE PLANTING GUIDELINES AND DETAILS FOR

DRIP IRRIGATION, MULCHING, AND TREE PLANTING.

· ALL AREAS OF PROPOSED GRASS COVER WHERE PAVEMENT CURRENTLY EXISTS

SHALL BE PREPARED WITH FULL REMOVAL OF ALL EXISTING PAVEMENT AND BASE

AND BROUGHT TO FINISHED GRADE WITH TOPSOIL PRIOR TO SEEDING.

· ALL PROPOSED IRRIGATION AND LANDSCAPING MODIFICATIONS SHALL BE PAID

LUMP SUM UNDER THE LANDSCAPING BID ITEM.

· ALL EXISTING TREES TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION

ACTIVITIES.

TREE PLANTING SCHEDULE

DECIDUOUS TREES COMMON NAME BOTANICAL NAME SIZE MATURE SIZE QTY

` NORTH AMERICAN

LINDEN TILIA AMERICANA DUROS 2" CAL. 60'X30' 7

HATCHES MATERIAL DESCRIPTION QTY NOTE

Seeded, native short-grass prairie

Drought tolerant native grass 25,205 SF See Landscaping and Planting Specifications.

GROUND COVER SCHEDULE

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING PROPERTY LINE

EXISTING PROPERTY EASEMENT LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING SIGN

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING BOLLARD

EXISTING PHONE CABINET

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING BUILDING

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO BE REMOVED

PROPOSED ASPHALT REHABILITATION

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE AREAS

EXISTING CONCRETE TO BE REMOVED

PROPOSED CATCH BASIN

PROPOSED FLARED END SECTION

PROPOSED STORM SEWER PIPE

PROPOSED LIGHT POLE

Y D

OHP

APPROVED

Apr. 07 2025

Y D

RCP

G G

W W

SEW

UGP

6''W

8''W 8''W

8''W

SEW

12''W

8''W

Y D

SEWSEWSEW

12''W

6''W

Y D

8''W

8''W 8''W

8''W

SDSDSD

EXISTING OFFICE

BUILDING

D R

SEE SHEETS 8 -10 FOR ADDITIONAL

GRADING AND STORM SEWER

INFORMATION

6093 6092

TYPE A

INFLOW CURB

TYPE A

INFLOW CURB

SEE SHEET 7

FOR ADDITIONAL GRADING

INFORMATION

SEE SHEET 7

FOR ADDITIONAL GRADING

INFORMATION

3' CONCRETE VALLEY PAN (SEE

SHEET 12 DETAIL 4 FOR SECTION)

33.50'

21.50'

FLOWLINE

6' CONCRETE SIDEWALK (SEE

SHEET 12 DETAIL 1 FOR DETAIL)

CONCRETE APPROACH (SEE

SHEET 12 DETAIL 3 FOR

SECTION)

TYPE A

INFLOW CURB

CURB CUT AND SIDEWALK PER

STANDARD DRAWING 03340-06

CONCRETE SIDEWALK(SEE SHEET

12 DETAIL 1 FOR SECTION)

N=228562.23 E=746217.19

N=228555.54 E=746256.62

N=228548.64

E=746255.45

N=228555.27 E=746216.02

N=228542.25 E=746221.35

N=228535.55 E=746260.79

N=228528.65

E=746259.63

N=228535.34 E=746220.19

N=228522.29 E=746225.21

N=228515.59 E=746264.65

N=228508.69

E=746263.48

N=228515.32 E=746224.04

N=228502.31 E=746229.38

N=228495.60 E=746268.82

N=228495.41 E=746228.22

N=228488.77

E=746267.67

N=228410.96 E=746041.63

ME=6094.08

N=228413.25 E=746053.41

ME=6094.08

N=228396.23 E=746044.50

ME=6093.94

N=228398.53 E=746056.28

ME=6093.94

6.00' SIDEWALK

N=228465.96 E=746235.24

TBC=6093.41

N=228461.06 E=746236.23

TBC=6093.33

N=228472.97 E=746270.36

TBC=6093.13

N=228468.07 E=746271.33

TBC=6093.05

N=228482.37 E=746233.33

N=228475.67

E=746272.77

N=228455.86 E=746198.20

ME=6093.74

N=228450.63 E=746199.31

ME=6093.69

N=228452.13 E=746206.38

FG=6093.29

N=228457.32 E=746205.26

FG=6093.35

N=228463.51 E=746235.73

FG=6092.87

N=228470.52 E=746270.85

FG=6092.59

N=228468.56 E=746261.04

FG=6093.09

N=228465.47 E=746245.54

FG=6093.37

5.00% 5.00%1.76%

TYPE A

OUTFLOW CURB

5' CONCRETE SIDEWALK (SEE

SHEET 12 DETAIL 1 FOR SECTION)

24'

7' (TYP.)

40' (TYP.)

12' (TYP.)

VAN ACCESIBLE

ADA PARKING

12.00'

SEE SHEET 12 DETAIL

3 FOR SECTION

CONCRETE APPROACH

(SEE SHEET 12 DETAIL 3 FOR SECTION)

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0 2010 6040

GENERAL NOTES

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PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

G R

G P

T 2_

R .D

W G

, 3 /1

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

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March 20, 2025

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220516

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1. ALL EXISTING ELEVATIONS SHOWN TO BE EXISTING ARE FROM A RECENT

SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION.

2. ALL CURB AND GUTTER SHOWN SHALL BE IN COMPLIANCE WITH CITY OF

CHEYENNE STANDARD DRAWING NO. 03330-01. WIDTH OF CURB AND GUTTER

SECTION SHALL BE 24".

3. THE ENGINEER RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO THE

CONTRACTOR'S FORMS PRIOR TO CONCRETE INSTALLATION. ANY ADDITIONAL

CONCRETE PLACED AS A RESULT OF THESE ADJUSTMENTS WILL BE PAID AT

THE BID UNIT PRICE.

4. ALL FLOWLINES BETWEEN PROPOSED AND EXISTING CURB AND GUTTER AND

VALLEY PANS SHALL BE BROUGHT TO A SMOOTH TRANSITION TO FACILITATE

DRAINAGE AND ELIMINATE PONDING.

5. THE FOLLOWING ABBREVIATIONS ARE USED ON THIS SHEET:

5.1. ME=MATCH EXISTING GROUND ELEVATION FOR TIE IN (ELEVATION GIVEN IS

APPROXIMATE)

5.2. FG=FINISHED GRADE ELEVATION

5.3. TBC=TOP BACK OF CURB ELEVATION

6. IF OVERLAY OR RECONSTRUCTION BID ALTERNATE IS AWARDED, EXISTING

PARKING LOT GRADES ARE TO MATCH EXISTING UNLESS OTHERWISE SHOWN.

CONTRACTOR SHALL NOT EXACERBATE ANY DRAINAGE DEFICIENCIES IN

EXISTING LOW-SLOPE AREAS WITHIN THE PARKING LOT PAVEMENT.

LEGEND

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING PROPERTY LINE

EXISTING PROPERTY EASEMENT LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING SIGN

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING BOLLARD

EXISTING PHONE CABINET

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING BUILDING

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO BE REMOVED

PROPOSED ASPHALT REHABILITATION

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE AREAS

EXISTING CONCRETE TO BE REMOVED

PROPOSED CATCH BASIN

PROPOSED FLARED END SECTION

PROPOSED STORM SEWER PIPE

PROPOSED LIGHT POLE

Y D

OHP

APPROVED

Apr. 07 2025

12:01:18 PM

Y D

UGP

6''W

8''W

N=228549.41 E=746005.28

ME=6093.73'

N=228438.12 E=746027.52

ME=6094.31'

N=228434.14 E=746001.22

ME=6092.68'

N=228510.91 E=745945.30

ME=6092.45'

N=228513.72 E=745916.26

ME=6091.00'

N=228526.56 E=745907.46

ME=6091.00'

N=228522.57 E=745948.28

ME=6092.64'

N=228516.67 E=745946.40

SPILLWAY=6091.20'

N=228519.75 E=745912.13

FG=6090.20' GRADING BOUNDARY

3H:1V MAX ABOVE 6091.20'

4H:1V MAX BELOW 6091.20'

SEE SHEET 13 FOR OUTLET

STRUCTURE INFORMATION

SEE SHEET 8 FOR ADDITIONAL STORM

SEWER & FLOWLINE INFORMATION

5.00' 3.25'

4.50'

5.00'

RIPRAP APRON

D50=9", 18" DEPTH

3' WIDE VALLEY PAN

RIPRAP APRON

D50=9", 18" DEPTH

FLOWLINE

93 60

BURIED UTILITIES TO BE RE-ROUTED

AROUND PROPOSED POND BY

CONTRACTOR (SEE NOTE #11 THIS SHEET)

W W

12''W

SEWSEWSEW

EXISTING OFFICE

BUILDING

N=228498.00 E=746175.29

ME=6093.02'

N=228530.75 E=746168.54

ME=6092.96'

N=228525.03 E=746169.75

ME=6092.90'N=228533.94

E=746154.13

FG=6094.35'

N=228535.35 E=746160.95

FG=6094.25'

N=228523.61 E=746163.30

FG=6094.24'

N=228522.21 E=746156.51

ME=6094.35'

N=228512.65 E=746165.49

FG=6093.36'

N=228507.74 E=746166.47

FG=6093.36'

N=228489.51 E=746163.07

ME=6094.35'

N=228496.80 E=746168.70

FG=6094.24'

N=228495.43 E=746161.89

ME=6094.35'

N=228511.28 E=746158.66

FG=6093.46'

N=228506.33 E=746159.67

FG=6093.46'

N=228513.91 E=746172.12

FG=6092.82'

N=228509.13 E=746173.09

FG=6092.82'

N=228502.48 E=746174.44

ME=6093.12'

N=228503.35 E=746179.20

ME=6093.12'

N=228509.97 E=746177.82

FG=6092.75'

N=228514.86 E=746176.74

FG=6092.75'

N=228521.24 E=746175.50

ME=6093.00'

N=228520.51 E=746170.85

ME=6093.00'

6.67'

11.17'

12.00'

20.50'

5.00'

7.00'

LANDSCAPE CURB

AS REQUIRED

CONNECT ROOF DRAIN TO EXISTING

PIPING VIA FLEXIBLE COUPLING

N=228476.71 E=746172.72

FG=6094.25'

N=228475.33 E=746165.89

FG=6094.35'

N=228492.25 E=746176.47

ME=6093.11'

6.00'

6.67'

4.83'

6.80'

SEE NOTE 10

N=228529.74 E=746194.28

ME=6092.47'

N=228519.03 E=746196.81

ME=6092.57'

N=228514.13 E=746197.82

ME=6092.62'

N=228503.29 E=746199.71

ME=6092.77'

C O

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0 105 3020

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PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

G R

G P

T 2_

R .D

W G

, 3 /1

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

W W

.A R

D U

R R

A .C

O M

March 20, 2025

W LS

220516

D R

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O N

DETENTION POND BUILDING ADA IMPROVEMENTS

GENERAL NOTES

1. ALL EXISTING ELEVATIONS SHOWN TO BE EXISTING ARE FROM A RECENT

SURVEY AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION.

2. ALL FLOWLINES BETWEEN PROPOSED AND EXISTING CURB AND GUTTER AND

VALLEY PANS SHALL BE BROUGHT TO A SMOOTH TRANSITION TO FACILITATE

DRAINAGE AND ELIMINATE PONDING.

3. THE ENGINEER RESERVES THE RIGHT TO MAKE ADJUSTMENTS TO THE

CONTRACTOR'S FORMS PRIOR TO CONCRETE INSTALLATION. ANY ADDITIONAL

CONCRETE PLACED AS A RESULT OF THESE ADJUSTMENTS WILL BE PAID AT

THE BID UNIT PRICE.

4. THE CONTRACTOR SHALL COORDINATE INSPECTION OF ALL ADA RAMPS WITH

THE ENGINEER PRIOR TO SCHEDULING CONCRETE.

5. ALL CONCRETE PLACED ADJACENT TO ENTRYWAYS SHALL BE FLUSH WITH THE

EXISTING FINISHED FLOOR, LESS THE THICKNESS OF THE THRESHOLD.

6. ALL CONCRETE PLACED ADJACENT TO DOORWAY EXITS SHALL BE FROST

PROTECTED IN ACCORDANCE WITH THE LATEST VERSION OF THE

INTERNATIONAL BUILDING CODE.

7. THE FOLLOWING ABBREVIATIONS ARE USED ON THIS SHEET:

7.1. ME = MATCH EXISTING GROUND ELEVATION FOR TIE IN (ELEVATION GIVEN

IS APPROXIMATE)

7.2. FG = FINISHED GRADE ELEVATION

8. SLOPE SHALL NOT EXCEED 2% IN ANY DIRECTION WITHIN DESIGNATED

ACCESSIBLE PARKING AND LOADING AREAS.

9. HANDRAILS SHALL BE PROVIDED ON THE EDGES OF ALL RAMPS AND

ENTRYWAYS INTO THE BUILDING. HANDRAILS SHALL COMPLY WITH SECTION 505

OF THE 2010 DOJ ADA STANDARDS. HANDRAILS ARE SUBSIDIARY TO OTHER BID

ITEMS.

10. CONTRACTOR SHALL RETAIN THE EXISTING SIDEWALK CHASE AND RE-INSTALL

IN PROPOSED CONCRETE AT ORIGINAL LOCATION.

11. ALL RE-ROUTED UTILITIES SHALL BE INSTALLED TO THE DEPTH REQUIRED BY

THE UTILITY OWNER. RE-ROUTED UTILITIES SHALL BE ACCEPTED BY THE

OWNER AND UTILITY PRIOR TO COMPLETION OF THIS ITEM. ALL LABOR AND

MATERIALS REQUIRED TO RE-ROUTE UTILITIES SHALL BE SUBSIDIARY TO THE

UNCLASSIFIED EXCAVATION LINE ITEM.

12. SLOPE SHALL NOT EXCEED 2.0% IN ANY ADA PARKING STALL.

LEGEND

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING PROPERTY LINE

EXISTING PROPERTY EASEMENT LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING SIGN

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING BOLLARD

EXISTING PHONE CABINET

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING BUILDING

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO BE REMOVED

PROPOSED ASPHALT REHABILITATION

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE AREAS

EXISTING CONCRETE TO BE REMOVED

PROPOSED CATCH BASIN

PROPOSED FLARED END SECTION

PROPOSED STORM SEWER PIPE

PROPOSED LIGHT POLE

Y D

OHP

APPROVED

Apr. 07 2025

UGP

6''W

8''W 8''W

8''W

SDSDSD

EXISTING

OFFICE

BUILDING

GRASS SWALE

9.80'± (SEE SHEET 12 DETAIL 5)

N63°32'37"E 24.65'

OUTLET STRUCTURE

STA=10+58.64

CMP FES

STA=10+88.51

INLET #1 (NYLOPLAST 2'X2' ROAD & HIGHWAY)

STA=11+56.15

3.00' VALLEY PAN (SEE SHEET

12 DETAIL 4 FOR SECTION)

60906088

BOP

STA.=10+00.00

N=228493.12 E=745906.37

EXISTING UTILITIES TO BE

REMOVED WHERE

ENCOUNTERED (CONTRACTOR

TO COORDINATE REMOVAL

WITH UTILITY OWNER)

RIPRAP APRON

D50=9", 18" DEPTH

RIPRAP APRON

D50=9", 18" DEPTH

STORM DRAIN AND

WATERLINE CROSSING

(SEE SHEET 14)

CUT-OFF WALL

STA=10+22.12

REFER TO WYDOT STANDARD PLAN NO. 617-1 SEE SHEET 13 FOR OUTLET STRUCTURE INFORMATION

10+00 10+25

10+50

10+75

11+75 12+00 12+25

N31 °3

0'3 1"E

.36

N75°43'49"E 61.14'

N78°22'59"E 136.64'

C H

10+00

10+50

11+00

11+50

12+00

12+25

38' OF 18" CLASS III RCP @ 0.50%

C U

T- O

C M

O U

T #1

(2 'X

2' N

T R

O U

T( W

O U

U C

1.68% 9.71%

H P

+9 3.

2.46%

25.00%

0.50%

O F

137' of 15" @ 0.40%

68' of 15" @ 0.40%

O U

O W

E L=

EXISTING GRADE

AT FLOWLINE

PROPOSED GRADE

AT FLOWLINE

HGL

PROPOSED WATER MAIN

30.29%

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0 105 3020

GENERAL NOTES

D U

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U M

H E

D U

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N Y

R O

D U

O N

, R

R M

O D

N O

U M

O R

C O

H O

U T

W R

N P

O N

O F

U R

R A

D R

C H

PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

R M

D R

.D W

G , 3

/2 0/

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

W W

.A R

D U

R R

A .C

O M

March 20, 2025

W LS

220516

D R

T R

E R

S N

C R

O N

1. ALL EXISTING UTILITIES SHOWN HERE-IN ARE THE BEST INFORMATION

AVAILABLE TO THE ENGINEER. THE ACCURACY OF THIS INFORMATION IS NOT

GUARANTEED NOR SHALL IT BE CONSIDERED COMPLETE. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND IS RESPONSIBLE FOR

ANY DAMAGE CAUSED TO THEM DURING CONSTRUCTION. THE CONTRACTOR

SHALL CALL "ONE CALL OF WYOMING" 1-800-849-2476 AT LEAST 48 HOURS PRIOR

TO DIGGING.

2. LT. IS LEFT, RT. IS RIGHT, LOOKING FROM LOW STATION TO HIGH STATION

ALONG THE ALIGNMENT.

3. EXTREME CARE SHALL BE TAKEN WHEN WORKING IN THE PROXIMITY OF

EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO, CARE TO AVOID

UNDERMINING EXISTING LIGHTPOLE BASES AND DISTURBING EXISTING WATER

LINE.

4. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWER PIPE SHALL BE SDR35 PVC

(OR APPROVED EQUAL) OR ADS HP STORM DUAL WALL (OR APPROVED EQUAL).

SIZE SHALL BE AS INDICATED IN THESE DRAWINGS.

LEGEND

EXISTING TELEPHONE LINE

EXISTING WATER LINE

EXISTING OVERHEAD POWER

EXISTING GAS LINE

EXISTING SANITARY SEWER

EXISTING PROPERTY LINE

EXISTING PROPERTY EASEMENT LINE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING SIGN

EXISTING SEWER MANHOLE

EXISTING STORM DRAIN MANHOLE

EXISTING CATCH BASIN

EXISTING GAS METER

EXISTING BOLLARD

EXISTING PHONE CABINET

EXISTING LIGHT POLE

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

EXISTING BUILDING

EXISTING PAVEMENT TO REMAIN

EXISTING PAVEMENT TO BE REMOVED

PROPOSED ASPHALT REHABILITATION

EXISTING CONCRETE

PROPOSED CONCRETE

PROPOSED LANDSCAPE AREAS

EXISTING CONCRETE TO BE REMOVED

PROPOSED CATCH BASIN

PROPOSED FLARED END SECTION

PROPOSED STORM SEWER PIPE

PROPOSED LIGHT POLE

Y D

OHP

APPROVED

Apr. 07 2025

6''W

8''W 8''W

SEW

SEWSEWSEWSEWSEWSEWSEW

SDSDSD

EXISTING

D R

N78°37'40"E 106.36'

S54°28'06"E 7.88'

STA=13+98.07

OFF=4.50(LT.)

TBC=6092.12'

PARKING LOT SIDE GRADING

BOUNDARY (REFER TO

SHEET 11 FOR X-SECTIONS)

STA=13+98.08

OFF=2.00(LT.)

TBC=6092.02'

=4 .7

3' VALLEY PAN

(SEE SHEET 12 DETAIL 4 FOR SECTION)

MATCHLIN

SEE SHEET 10

S1 1°

3" E

S54°27'31"E 10.87'

STA=13+99.15

OFF=0.59(LT.)

TBC=6091.92'

12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00

LANDSCAPED AREA

INLET #2 (2'X2' NYLOPLAST ROAD & HIGHWAY)

STA=12+92.79

C H

GRASS SWALE

9.75'± (SEE SHEET 12 DETAIL 5)

O U

TFLO

C U

R B & G

TTER

12+25

12+50

13+00

13+50

14+00

2.46%

0.30%

O U

T( W

T #2

(2 'X

2' N

T R

C H

U R

O W

+9 9.

EXISTING GRADE

AT FLOWLINE

PROPOSED GRADE

AT FLOWLINE

HGL

C O

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O N

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D R

E R

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O N

0 105 3020

GENERAL NOTES

D U

R R

A G

R O

U P, IN

. T H

U M

H E

D U

R R

N Y

R O

D U

O N

, R

R M

O D

N O

U M

O R

C O

H O

U T

W R

N P

O N

O F

U R

R A

D R

C H

PROJECT:

DATE:

6- M

6\ 3_

D W

G \S

R M

D R

.D W

G , 3

/2 0/

10 1/2

ATTENTION:

IF THIS BAR DOES NOT MEASURE

1" ON 22x34 SHEET or 1/2" ON

11x17 SHEET, THEN DRAWING IS

NOT TO SCALE

SHEET:SHEET:20

D , S

E, W

W W

.A R

D U

R R

A .C

O M

March 20, 2025

W LS

220516

D R

T R

E R

S N

C R

O N

1. ALL EXISTING UTILITIES SHOWN HERE-IN ARE THE BEST INFORMATION

AVAILABLE TO THE ENGINEER. THE ACCURACY OF THIS INFORMATION IS NOT

GUARANTEED NOR SHALL IT BE CONSIDERED COMPLETE. THE CONTRACTOR IS

RESPONSIBLE FOR LOCATING EXISTING UTILITIES AND IS RESPONSIBLE FOR

ANY DAMAGE CAUSED TO THEM DURING CONSTRUCTION. THE CONTRACTOR

SHALL CALL "ONE CALL OF WYOMING" 1-800-849-2476 AT LEAST 48 HOURS PRIOR

TO DIGGING.

2. LT. IS LEFT, RT. IS RIGHT, LOOKING FROM LOW STATION TO HIGH STATION

ALONG THE ALIGNMENT.

3. EXTREME CARE SHALL BE TAKEN WHEN WORKING IN THE PROXIMITY OF

EXISTING FACILITIES. THIS INCLUDES, BUT IS NOT LIMITED TO, CARE TO AVOID

UNDERMINING EXISTING LIGHTPOLE BASES AND DISTURBING EXISTING WATER

LINE.

4. THE FOLLOWING ABBREVIATIONS ARE USED ON THIS SHEET:

4.1. TBC=TOP BACK OF CURB ELEVATION

4.2. ME=MATCH EXISTING GROUND ELEVATION FOR TIE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 13, 2026.