2025-05-05 RFTA GMF Fuel Tank - Bid Documents_Drawings.pdf

Rec. Nos. 614253 &

(Dotted Hatch)

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Rec. Nos. 614253 &

(Dotted Hatch)

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OVERHEAD CANOPY

MAINTENANCE BUILDING

AREA OF WORK

VICINITY MAP DRAWING INDEX PROJECT DIRECTORY

LOCATION MAP

ROARING FORK TRANSPORTATION AUTHORITY

GLENWOOD MAINTENANCE FACILITY FUEL

TANK RELOCATION

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

BID DOCUMENTS

R

SEH Project

Checked By

Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH.

NOT FOR

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

4/ 2/

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P

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COVER SHEET

179289

A. JAUCH

D. ROBERTS

BID DOCUMENTS 05/09/2025

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CIVIL

C001 CIVIL NOTES

C101 DEMOLITION PLAN

C102 GROUND IMPROVEMENT PLAN

C201 SITE PLAN

C301 GRADING AND EROSION CONTROL PLAN

C401 CIVIL DETAILS

OWNER

ARCHITECT / CIVIL / STRUCTURAL

ROARING FORK TRANSPORTATION AUTHORITY

2307 WULFSOHN ROAD

GLENWOOD SPRINGS, COLORADO 81601

COST ESTIMATING

CUMMING GROUP

0101 FAWCETT RD, UNIT 260

AVON, CO 81620

SHORT ELLIOTT HENDRICKSON, INC.

2000 SOUTH COLORADO BOULEVARD

TOWER ONE, SUITE 6000

DENVER, COLORADO 80222

FUELING SYSTEM

5500 GREENWOOD PLAZA BLVD, SUITE 200

GREENWOOD VILLAGE, COLORADO 80111

GENERAL

G001 COVER SHEET

FUELING SYSTEM

T1.0 GASOLINE/DIESEL PIPING LAYOUT

T2.0 TANKS AND PIPING MATERIALS LIST (1 OF 2)

T2.1 TANKS AND PIPING MATERIALS LIST (2 OF 2)

T3.0 8,000 GALLON DIESEL TANKS PLAN AND DETAILS

T3.1 6,000 GALLON GASOLINE TANK PLAN AND DETAILS

T3.2 NEW OIL 3,000 GALLON TANK PLAN AND DETAILS

T3.3 WAST OIL 1,000 GALLON TANK PLAN AND DETAILS

T4.0 TANK SLAB, ANCHORING AND MISCELLANEOUS

DETAILS

T5.0 TANK TURBINE SUMP INSTALLATION DETAILS

T6.0 TANK TURBINE SUMP AND MISCELLANEOUS

INSTALLATION DETAILS (ALL CONFIGURATIONS)

T7.0 TANK FILL SUMP & FITTINGS INSTALLATION DETAILS

T7.1 TANK FILL SUMP & FITTINGS INSTALLATION DETAILS

T8.0 DISPENSER AND PIPING INSTALLATION DETAILS

GASBOY ATLAS 9853

T8.1 DISPENSER AND PIPING INSTALLATION DETAILS

PMC

T9.0 ELECTRICAL PLANS AND DETAILS

REVISION SCHEDULE

REV. # DESCRIPTION DATE

1" = 30'-0"G001

1 AREA OF WORK PLAN

PROJECT SITE

PROJECT SITE

PROJECT CONTROL NOTES:

1. BASIS OF BEARINGS: BEARINGS BASED ON SOUTH LINE OF LOT D, AS PER THE FIRST AMENDED PLAT, RECEPTION NO. 937346, GARFIELD COUNTY, N9000'00”W, BETWEEN TWO 18 INCH LONG, 5/8 INCH DIAMETER REBARS AND 1-1/4 INCH GREEN PLASTIC

CAP MARKED LS 381417.

2. DATE FIELD SURVEY: INCLUDES DATA FROM SURVEY INITIATED IN 2019, WITH LATEST FIELD SURVEY DATE OF JANUARY 4, 2022

AND JULY 2022.

3. UNITS OF LINEAR MEASUREMENT ARE DISPLAYED IN US SURVEY FEET.

4. VERTICAL INFORMATION:

DATUM AND BENCHMARK: ELEVATION INFORMATION SHOWN HEREON IS BASED UPON GPS OBSERVATIONS UTILIZING OPUS, GEOID 12B TO DERIVE THE NGVD 29 ELEVATION OF 5824.7 FEET AT THE TOP OF AN 18 INCH LONG, 5/8 INCH DIAMETER REBAR AND 2-1/4 INCH GREEN PLASTIC CAP MARKED LS 38417, AT THE EAST END OF THE SOUTH LINE OF LOT D, AS PER THE FIRST

AMENDED PLAT, RECEPTION NUMBER 937346, GARFIELD COUNTY.

5. THE SURVEY WAS PREPARED UNDER DIRECT SUPERVISION OF JOSHUA L. WILSON, COLORADO PLS #38417, FOR AND ON

BEHALF OF SGM.

SURVEYING

1. PRIOR TO BEGINNING WORK ON THE PROJECT, THE CONTRACTOR’S SURVEYOR SHALL PERFORM A SURVEY TO VERIFY ALL

SURVEY CONTROL POINTS, SECTION CORNERS, AND BENCHMARKS AS SHOWN ON THE HORIZONTAL CONTROL PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LAND SURVEY MONUMENTS DISRUPTED BY CONSTRUCTION ACTIVITIES OR BY NEGLIGENCE ON THE PART OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO FOLLOW COLORADO STATE LAW REGARDING SURVEY MONUMENTS. THE CONTRACTOR SHALL RETAIN A COLORADO LICENSED PROFESSIONAL LAND SURVEYOR TO RESET ANY AFFECTED SURVEY MONUMENTS. THIS WILL NOT BE PAID SEPARATELY, BUT SHALL BE

INCLUDED IN THE WORK.

2. PROPOSED FINISHED GROUND ELEVATIONS FOR ITEMS TO BE ADJUSTED, RESET OR MODIFIED SHALL BE FIELD VERIFIED BY

THE CONTRACTOR. CONTRACTOR SHALL NOTIFY RFTA IF DISCREPANCIES ARE NOTED.

GENERAL

1. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND OBTAIN CITY AND RFTA BUS OPERATIONS APPROVAL

PRIOR TO ANY WORK WITHIN PUBLIC RIGHT-OF-WAY. THE CLOSURE AND DETOUR DURATION SHOULD BE LIMITED AS MUCH AS

POSSIBLE.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY.

3. THE CONTRACTOR SHALL REMOVE MATERIALS AND EQUIPMENT FROM THE ROADWAY ROW AT THE CLOSE OF DAILY OPERATIONS. THE CONTRACTOR SHALL NOT STOCKPILE MATERIAL IN THE CLEAR ZONE OF THE TRAVELED WAY.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT PERMITS ASSOCIATED WITH CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR BEING AWARE OF, NOTIFYING, COORDINATING AND SCHEDULING ALL INSPECTIONS REQUIRED FOR FINAL APPROVALS AND PROJECT ACCEPTANCE. ALL WORK, INCLUDING CORRECTION WORK, IS SUBJECT TO

NOTIFICATION AND INSPECTION REQUIREMENTS.

5. IF ANY OF THE CONTRACTOR'S OPERATIONS DESTROY OR DAMAGE ANY PROPERTY, PUBLIC OR PRIVATE, THE CONTRACTOR

SHALL PROMPTLY REPAIR OR REPLACE SUCH PROPERTY.

6. PER SB18-167, ALL NEW UNDERGROUND FACILITIES INSTALLED ON OR AFTER JANUARY 1, 2020, MUST BE ELECTRONICALLY

LOCATABLE WHEN INSTALLED.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-BUILT INFORMATION ON A SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE, AND AVAILABLE TO THE CITY INSPECTOR AT ALL TIMES. THE PRODUCTION OF THESE DOCUMENTS WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF THE WORK. ALL UNDERGROUND UTILITIES, TANKS, FUEL LINES, DRAINAGE, AND IRRIGATION MUST BE SURVEY GRADE AS BUILT DURING THIS PROCESS - PLEASE SEE CITY REQUIREMENTS FOR AS BUILT DRAWINGS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SURVEY THE PROJECT AREA AND PREPARE RECORD DRAWINGS, IN BOTH PDF AND AN AUTOCAD COMPATIBLE FORMAT, FOR

THE CITY AND RFTA.

8. PRIOR TO FINAL ACCEPTANCE, ALL DISTURBED PORTIONS OF ROADWAY ROW SHALL BE CLEANED UP AND RESTORED TO

THEIR ORIGINAL CONDITION, SUBJECT TO CITY APPROVAL.

9. NO WORK SHALL BE PERMITTED ON WEEKENDS OR HOLIDAYS WITHOUT PRIOR AUTHORIZATION OR UNLESS OTHERWISE SPECIFIED. THE CITY MAY RESTRICT WORK IN THE ROW DURING ADVERSE WEATHER CONDITIONS OR DURING PERIODS OF

HIGH TRAFFIC VOLUME.

10. NO CLEATED OR TRACKED EQUIPMENT MAY WORK IN OR MOVE OVER PAVED SURFACES WITHOUT MATS.

11. IF UNKNOWN/UNIDENTIFIED UNDERGROUND STORAGE TANKS, DRUMS, ODOROUS SOIL, STAINED SOIL, ASBESTOS-CEMENT PIPE, TRANSITE, BUILDING DEBRIS OR WASTE MATERIALS ARE ENCOUNTERED DURING THE PROJECT, CONTRACTOR SHALL

IMMEDIATELY STOP WORK IN THE AREA AND INFORM RFTA.

12. CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PREVENT PARTICULATE MATTER FROM BECOMING AIRBORNE AND TO PREVENT THE VISIBLE DISCHARGE OF FUGITIVE PARTICULATE EMISSIONS BEYOND THE PROPERTY ON WHICH THE EMISSIONS ORIGINATE. THE MEASURES TAKEN MUST BE EFFECTIVE IN THE CONTROL OF FUGITIVE PARTICULATE EMISSIONS AT ALL TIMES ON THE SITE, INCLUDING PERIODS OF INACTIVITY SUCH AS EVENINGS, WEEKENDS, AND HOLIDAYS AS WELL AS ANY OTHER PERIOD OF INACTIVITY. THE CITY MAY RED TAG AND STOP WORK AT THE PROJECT ANY TIME DUST OR PARTICULATE

MATTER ISSUES ARISE.

13. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL WASTE FROM PROJECT IN ACCORDANCE WITH LOCAL, STATE AND

FEDERAL REQUIREMENTS.

PROJECT PLANS, SPECIFICATIONS, PERMITS

1. ALL MATERIAL, EQUIPMENT, INSTALLATION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE

FOLLOWING STANDARD REFERENCES AS APPLICABLE IN THIS ORDER OF PRECEDENCE:

1.1. CITY OF GLENWOOD SPRINGS ENGINEERING STANDARDS, JULY 2018

1.2. COLORADO DEPARTMENT OF TRANSPORTATION (CDOT) STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION 2023 AND STANDARD PLANS, (M&S STANDARDS), VERSION AT TIME OF BID

1.3. FEDERAL HIGHWAY ADMINISTRATION (FHWA), MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS

AND HIGHWAYS, 11TH EDITION AND THE COLORADO SUPPLEMENT THERETO

1.4. AMERICAN ASSOCIATION OF STATE AND HIGHWAY TRANSPORTATION OFFICIALS (AASHTO) ROADSIDE DESIGN GUIDE, 4TH

EDITION

2. RFTA RESERVES THE RIGHT TO ACCEPT OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO THE APPLICABLE STANDARDS SPECIFICATIONS, OR HALT CONSTRUCTION UNTIL THE CONFLICT IS RESOLVED. THE CITY MAY REJECT ANY MATERIALS OR WORKMANSHIP WITHIN THE CITY ROW OR ANY MATERIALS THAT WILL BE HOOKED TO A CITY

UTILITY SYSTEM, EVEN IF THAT MATERIAL IS TO BE PLACED ONSITE.

3. THE CONTRACTOR SHALL HAVE ONSITE AT ALL TIMES, ONE COPY OF THE APPROVED PLANS, ONE COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND COPIES OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB.

4. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED ON THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT RFTA IMMEDIATELY.

REMOVALS, EXISTING ITEMS, SAW CUTTING

1. ALL ITEMS TO BE REMOVED AND NOT RESET SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE

NOTED, AND SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY.

2. WHERE IT IS REQUIRED TO REMOVE EXISTING CONCRETE OR ASPHALT, CUTTING SHALL BE DONE TO A NEAT WORK LINE TO FULL DEPTH USING A SAW, CUTTING WHEEL, OR OTHER METHOD APPROVED BY THE PROJECT MANAGER. THIS WILL NOT BE

PAID SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.

3. REMOVAL OF EXISTING CURB AND GUTTER, SIDEWALK, DRIVEWAYS, CURB CUTS, AND OTHER CONCRETE ITEMS THAT ARE ATTACHED OR ADJACENT TO OTHER CONCRETE ITEMS SHALL BE REMOVED TO THE NEAREST JOINT, AS NEEDED TO AVOID DAMAGING THE REMAINING CONCRETE ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ADJACENT SIDEWALK DURING CURB AND GUTTER REMOVAL AND SHALL REPLACE DAMAGED SECTIONS AT NO ADDITIONAL COST TO THE

PROJECT.

4. THE CONTRACTOR IS REQUIRED TO RESET, ADJUST, OR REPLACE ANY UTILITIES, LANDSCAPING, SPRINKLER SYSTEMS, SIGNS, SIDEWALKS, ETC. THAT ARE IMPACTED BY CONSTRUCTION AND ARE NOT DESIGNATED TO BE REMOVED.

PAVEMENT

1. A TACK COAT IS REQUIRED PRIOR TO THE PLACEMENT OF SUBSEQUENT LIFTS OF HMA AND AT T-PATCH LOCATIONS.

EARTHWORK AND EXCAVATIONS

1. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND TOES

OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL

CONDITIONS AT THE EXPENSE OF THE CONTRACTOR.

2. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. COST FOR DUST PALLIATIVE SHALL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE WORK. THE CITY WILL RED TAG THE

CONTRACTOR AND STOP WORK IF DUST MITIGATION IS NOT UP TO CITY STANDARDS.

3. MOISTURE DENSITY CONTROL SHALL BE APPLIED FULL DEPTH FOR ALL FILL.

4. DURING EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL SHAPE TO DRAIN AND COMPACT THE WORK AREA TO A UNIFORM CROSS-SECTION. ELIMINATE ALL RUTS AND LOW SPOTS THAT COULD HOLD WATER. AREAS AND FACILITIES SUBJECTED TO FLOODING, REGARDLESS OF THE SOURCE OF WATER, SHALL BE PROMPTLY DEWATERED AND RESTORED AT

NO ADDITIONAL COST TO RFTA.

5. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL

SIDE OF TRENCHES.

6. CONTRACTOR TO REVIEW AND COMPLY WITH RECOMMENDATIONS OF THE "RFTA GLENWOOD MAINTENANCE FACILITY PHASE 6 - ADMINISTRATION BUILDING AND BRT STATION FINAL GEOTECHNICAL REPORT", AUGUST 2023 PREPARED BY WSP USA INC.

7. EXISTING ONSITE SOIL MATERIALS MAY BE REUSED AS FILL UNDER PAVING AFTER SCREENING AND RECOMPACTION OF MATERIAL TO RECOMMENDATIONS IN PROJECT GEOTECHNICAL STUDY. MATERIALS BENEATH FOUNDATIONS SHALL BE

STRUCTURAL FILL.

CONCRETE

1. IF CONCRETE REPLACEMENT IS NECESSARY, THE ENTIRE AFFECTED SLAB OR PANEL MUST REPLACED.

2. SIDEWALK SHALL BE CLASS P CONCRETE. THE USE OF 3/4 INCH (#67) TOP SIZE AGGREGATE IS ALLOWED.

3. BENDER BOARDS (TWO INCH MINIMUM THICKNESS) SHALL BE USED ON ALL CURVES OF LESS THAN 75 FOOT RADIUS.

4. THE CONTRACTOR SHALL INSTALL ½ IN EXPANSION JOINT MATERIAL BETWEEN THE CURB, CURB AND GUTTER AND THE SIDEWALK, AND AROUND INLET STRUCTURES OR BLOCKOUTS OR AS DIRECTED BY THE PROJECT MANAGER.

TRAFFIC

1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE

PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICES AND PERSONNEL.

2. CONTRACTOR IS RESPONSIBLE FOR PREPARING TRAFFIC CONTROL PLANS FOR REVIEW AND APPROVAL BY RFTA, AND

OBTAINING ANY PERMITS REQUIRED FOR WORK IN CITY RIGHT-OF-WAY.

EROSION CONTROL

1. THE CONTRACTOR SHALL IMPLEMENT AND COMPLY WITH THE APPROVED EROSION CONTROL PLAN AND ASSOCIATED

DOCUMENTS FOR THIS PROJECT.

2. THE CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS AND ALL OTHER POLLUTANTS FROM ENTERING THE STORM SEWER SYSTEM DURING ALL DEMOLITION, EXCAVATION, TRENCHING, BORING, GRADING, OR OTHER CONSTRUCTION OPERATIONS THAT ARE PART OF THIS PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REMEDIATION OF ANY ADVERSE IMPACTS TO THE MUNICIPAL SEPARATE STORM SEWER SYSTEM, RECEIVING WATERS, WATERWAYS, WETLANDS, AND OR OTHER PUBLIC OR PRIVATE PROPERTIES, RESULTING FROM WORK DONE AS PART OF THIS PROJECT.

3. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT, MUD, CONSTRUCTION DEBRIS, OR OTHER POTENTIAL POLLUTANTS THAT MAY HAVE BEEN DISCHARGED TO OR, ACCUMULATE IN, THE FLOWLINES, STORM DRAINAGE APPURTENANCES, AND PUBLIC RIGHTS OF WAYS OF THE CITY AS A RESULT OF CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS SITE DEVELOPMENT OR CONSTRUCTION PROJECT. SAID REMOVAL SHALL BE CONDUCTED WITHIN ONE WORKING DAY. THE CONTRACTOR SHALL NOT

WASH THE MATERIALS DOWN THE CURB AND GUTTER TO A CITY VEGETATED SWALE.

4. SOIL STABILIZATION MEASURES SHALL BE IMPLEMENTED WITHIN SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING ACTIVITIES. STABILIZATION OF DISTURBED AREAS ADJACENT TO RECEIVING WATERS OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING COMPLETION OF GRADING ACTIVITIES.

5. THE GENERAL CONTRACTOR, GRADING CONTRACTOR AND/OR THEIR AUTHORIZED AGENTS SHALL INSURE THAT ALL LOADS OF CUT AND FILL MATERIAL IMPORTED TO OR EXPORTED FROM THIS SITE SHALL BE PROPERLY COVERED TO PREVENT LOSS OF

THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHTS OF WAY.

6. CONTRACTOR WILL BE RESPONSIBLE TO CONTROL TRUCK LOAD WEIGHTS SO AS TO NOT HAVE TRUCKS ENTERING OR LEAVING THE SITE THAT ARE OVER LEGAL WEIGHT LIMITS. CITY MAY HIRE AN OUTSIDE CONTRACTOR TO STOP AND REVIEW

TRUCK WEIGHTS.

7. THE USE OF REBAR TO ANCHOR BEST MANAGEMENT PRACTICES IS PROHIBITED.

8. SOILS THAT WILL BE STOCKPILED FOR MORE THAN THIRTY (30) DAYS SHALL BE PROTECTED FROM WIND AND WATER EROSION WITHIN SEVEN (7) DAYS OF STOCKPILE CONSTRUCTION. STABILIZATION OF STOCKPILES LOCATED WITHIN 100 FEET OF RECEIVING WATERS, OR WITH SLOPES 3 TO 1 OR GREATER SHALL BE COMPLETED WITHIN SEVEN (7) DAYS FOLLOWING STOCKPILE CONSTRUCTION. STABILIZATION AND PROTECTION OF THE STOCKPILE MAY BE ACCOMPLISHED BY ANY OF THE FOLLOWING: MULCHING, TEMPORARY/PERMANENT REVEGETATION OPERATIONS, OR EROSION CONTROL MATTING/GEOTEXTILES. IF STOCKPILES ARE LOCATED WITHIN 100 FEET OF RECEIVING WATERS, A DRAINAGEWAY OR THE

SITE PERIMETER, ADDITIONAL SEDIMENT CONTROLS SUCH SHALL BE REQUIRED.

9. APPROVED EROSION AND SEDIMENT CONTROL ‘BEST MANAGEMENT PRACTICES’ SHALL BE MAINTAINED AND KEPT IN GOOD REPAIR FOR THE DURATION OF THIS PROJECT. AT A MINIMUM, THE PERMITTEE OR CONTRACTOR SHALL PRODUCE AND RETAIN WEEKLY WRITTEN INSPECTION RECORDS FOR ALL BMPS AND AFTER SIGNIFICANT PRECIPITATION EVENTS. ALL NECESSARY MAINTENANCE AND REPAIR SHALL BE COMPLETED IMMEDIATELY. ADDITIONALLY, STREET SWEEPING IS TO BE COMPLETED BY THE CLOSE OF THE BUSINESS DAY OR (AND) ON AN AS NEEDED BASIS THROUGHOUT THE DAY.

10. WATER USED IN THE CLEANING OF CEMENT TRUCK DELIVERY CHUTES SHALL BE DISCHARGED INTO A CONCRETE WASHOUT AREA ON THE JOB SITE. BERMED CONTAINMENT OR COMMERCIALLY AVAILABLE CONCRETE WASHOUT DEVICES THAT FULLY CONTAIN ALL WASH WATER ARE ACCEPTABLE. WASH WATER DISCHARGED INTO THE CONTAINMENT AREA OR DEVICE SHALL BE ALLOWED TO INFILTRATE, EVAPORATE, AND OR BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS.

DRIED CEMENT WASTE IS TO BE REMOVED FROM THE CONTAINMENT AREA AND PROPERLY DISPOSED.

11. THE CONTRACTOR SHALL PROTECT ALL STORM SEWER FACILITIES ADJACENT TO ANY LOCATION WHERE PAVEMENT CUTTING

OPERATIONS INVOLVING WHEEL CUTTING, SAW CUTTING, OR ABRASIVE WATER JET CUTTING ARE TO TAKE PLACE. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL WASTE PRODUCTS GENERATED BY SAID CUTTING OPERATIONS ON A DAILY BASIS OR AS NEEDED THROUGHOUT THE WORK DAY. THE DISCHARGE OF ANY WATER CONTAMINATED BY WASTE PRODUCTS FROM CUTTING OPERATIONS TO THE STORM SEWER SYSTEM IS PROHIBITED.

12. PAVED SURFACES WHICH ARE ADJACENT TO CONSTRUCTION SITES MUST BE SWEPT ON A DAILY BASIS AND AS NEEDED DURING THE DAY WHEN SEDIMENT AND OTHER MATERIALS ARE TRACKED OR DISCHARGED ONTO THEM. EITHER SWEEPING BY HAND OR USE OF STREET SWEEPERS IS ACCEPTABLE. STREET SWEEPERS USING WATER WHILE SWEEPING IS PREFERRED IN

ORDER TO MINIMIZE DUST. FLUSHING OFF PAVED SURFACES WITH WATER IS PROHIBITED.

LOT LINE

EASEMENT LINE

EXISTING CONTOUR4000

EXISTING WATER VALVE

EXISTING SANITARY MANHOLE

EXISTING FIRE HYDRANT

EXISTING TRAFFIC SIGN

PROPOSED CONTOUR4000

W EXISTING WATER MAIN

EXISTING SANITARY LINES

EXISTING UNDERGROUND COMMUNICATIONS LINETV-BUR

EXISTING GAS LINEG

EXISTING OVERHEAD POWER LINEP-OH

EXISTING FIBER OPTIC LINEFO FO

EXISTING STORM LINE

ROW LINE

LEGEND

PROPOSED CONCRETE PAVEMENT

PROPOSED ASPHALT PAVEMENT

EXISTING UNDERGROUND TELEPHONE LINET-BUR T-BUR

EXISTING UNDERGROUND POWER LINEP-BUR

S

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EXISTING STORM MANHOLED

EXISTING STORM INLET

EXISTING IRRIGATION CONTROL BOX

EXISTING ELECTRIC VAULT

EXISTING ELECTRIC METER

EXISTING ELECTRIC PEDESTAL

EXISTING COMMUNICATIONS PEDESTAL

EXISTING POWER POLE

EXISTING WATER SHUTOFF

EXISTING IRRIGATION CONTROL VALVE

ICB

EM

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EXISTING ELECTRIC TRANSFORMER

EXISTING FIBER OPTIC VAULT

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EXISTING WATER MANHOLE

EXISTING SANITARY CLEANOUT

EXISTING TREE

EXISTING LANDSCAPING ROCK

E EXISTING ELECTRIC MANHOLE

LIMITS OF DISTURBED AREA (LDA)LDA LDA

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

970.925.8484

179289

T. NUETZEL

B. RISK

BID DOCUMENTS 05/09/2025

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REV. # DESCRIPTION DATE

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ADDENDUM #2

ADDENDUM #3

4/18/2025 4/25/2025 5/09/2025

C001

CIVIL NOTES

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11.5'

UTILITY

EASEMENT

20'

UTILITY

EASEMENT

EXISTING 1,000 GAL OLD OIL

TANK TO BE REMOVED

EXISTING 1,000 GAL SAND/OIL

INTERCEPTOR PREVIOUSLY ABANDONED

(FILLED WITH SAND) TO BE REMOVED

CLEANOUTS

OIL & SAND SEPARATOR

REMOVE FUEL DISPENSER AND CONCRETE PAD

EXISTING COMPRESSED

NATURAL GAS (CNG) DISPENSER

EXISTING OVERHEAD CANOPY TO REMAIN

CLEANOUTS

EXISTING 3,000 GAL NEW OIL

TANK TO BE REMOVED

EXISTING 15,000 GAL DIESEL

TANK TO BE REMOVED

EXISTING 6,000 GAL GASOLINE TANK TO BE REMOVED

EXISTING PREVIOUSLY ABANDONED SANITARY

SEWER - REMOVE AS NEEDED FOR NEW WORK

EXISTING 8" PVC SANITARY SEWER TO REMAIN

EXISTING 6" PVC SANITARY SEWER TO REMAIN

EXISTING SANITARY MANHOLE TO BE REMOVED

REMOVE

CONCRETE

PAVEMENT

REMOVE BOLLARDS (2)

EXISTING CLEANOUT TO BE REMOVED

EXISTING SANITARY SERVICE TO BE REMOVED,

PLUG AT DOWNSTREAM WYE/TEE

REMOVE

ASPHALT

PAVEMENT

RELOCATE POWER LINE

COORDINATE LOCATION WITH RFTA

SAWCUT

REMOVE

ASPHALT

PAVEMENT

FUEL AND WASH BUILDING

M

AI

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TE

N

AN

C E

BA

YS N=43837.42

E=9843.45 N=43850.35 E=9863.70

N=43845.44 E=9866.84 N=43853.54

E=9879.60

N=43812.96 E=9859.08N=43790.96

E=9824.65

N=43851.48 E=9880.92

N=43909.67 E=9972.17

N=43882.39 E=9989.57

N=43865.74 E=9963.45

N=43852.02 E=9941.94

N=43827.13 E=9902.91

N=43826.95 E=9900.57

N=43808.87 E=9912.12

N=43807.21 E=9909.53

N=43839.21 E=9950.11 N=43852.92

E=9971.62

RESET ASSETWORKS FUELFOCUS FMS SYSTEM

ADJUST ALL CLEANOUTS AND MANHOLES

WITHIN LIMITS OF PAVEMENT

DISTURBANCE TO FINAL GRADE.

PROTECT EXISTING DOWNSPOUT AND DRAIN

PROTECT EXISTING DOWNSPOUT AND DRAIN

PROTECT EX. COLUMN (TYP)

PROTECT EX. COLUMN (TYP)

PROTECT EX.

ASPHALT

PROTECT EX. ASPHALT

PROTECT EX.

CONCRETE

PROTECT EX.

ASPHALT

N=43758.13 E=9845.56

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

970.925.8484

179289

T. NUETZEL

B. RISK

BID DOCUMENTS 05/09/2025

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ADDENDUM #1

ADDENDUM #2

ADDENDUM #3

4/18/2025 4/25/2025 5/09/2025 feetscale

10 2010

C101

DEMOLITION PLAN

NOTES:

1. ALL CONCRETE SHALL BE REMOVED TO NEAREST JOINT

BEYOND LIMITS SHOWN ON PLAN.

2. TANK AND FUEL LINE LOCATIONS ARE APPROXIMATED

FROM SCHEMATIC DESIGN. CONTRACTOR IS RESPONSIBLE

FOR LOCATING ALL UTILITIES AND EXISTING SERVICE

LINES.

3. ALL TANKS TO BE REMOVED AND ABANDONED ARE TO BE

DONE IN ACCORDANCE WITH 2015 IFC 5704.2.13 AND

CONTRACTOR IS TO PROVIDE COMPLETION OF THE

"NOTICE OF INTENT TO PERMANENTLY CLOSE STORAGE

TANK SYSTEMS OR CHANGE-IN-SERVICE" FORM TO

COLORADO DEPARTMENT OF LABOR AND EMPLOYMENT -

DIVISION OF OIL AND PUBLIC SAFETY - COMPLIANCE

SECTION AND RFTA WITHIN AT LEAST 10 DAYS, BUT NO

MORE THAN 30 DAYS, BEFORE CLOSURE ACTIVITIES BEGIN.

4. RFTA TO EMPTY ALL TANKS PRIOR TO DEMOLITION.

CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF

TANKS AND ANY RESIDUAL LIQUIDS.

F

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SAWCUT

FUEL AND WASH BUILDING

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LIMITS OF GROUND IMPROVEMENTS

20'

UTILITY

EASEMENT8' (TYP.)

8' (TYP.)

100.50'

20.33'

GROUTED PIERS

SEE PROJECT SPECIFICATIONS

12.00'10' (TYP.)

10' (TYP.)

5' (TYP.)

5' (TYP.)

5' (TYP.)

5'

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

970.925.8484

179289

T. NUETZEL

B. RISK

BID DOCUMENTS 05/09/2025

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ADDENDUM #1

ADDENDUM #2

ADDENDUM #3

4/18/2025 4/25/2025 5/09/2025 feetscale

10 2010

C102

GROUND IMPROVEMENTS PLAN

F

CO

S

S

CO

CO

CO

EM

E

GM

CO

CO

M CO

CO

CO

CO

S

LD

A

LD

A

LD

A

LD

A

LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA

LDA

LD

A

LD

A

LDA LDA LDA LDA LDA

LD

A

LDA LDA LDA

LD

A

LD

A

LDA LDA LDA

LD

A

LD

A

LD

A

LD

A

LDALDALDALDALDALDALDALDALDALDALDALDA

LDA

LD

A

LDALDALDA

LD

A

LD

A

LD

A

LDALDALDALDALDA

ASPHALT PAVEMENT

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONCRETE TANK SLAB

SEE TANK SHEETS

8,000 GALLON DIESEL TANK

6,000 GALLON UNLEADED TANK

3,000 GALLON NEW OIL TANK

1,000 GALLON WASTE OIL TANK

FUEL AND WASH BUILDING

M

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FUEL DISPENSER AND BOLLARDS

SEE TANK SHEETS

REMOTE TANK FILLING STATIONS

CONNECT PAN AND CONCRETE PAVEMENT WITH DOWELS

CONNECT PAN AND CONCRETE PAVEMENT WITH DOWELS

RESET ASSETWORKS FUELFOCUS FMS SYSTEM

PROTECT EX. COLUMN (TYP)

PROTECT EX. COLUMN (TYP)

PROTECT EX.

ASPHALT

PROTECT EX. ASPHALT

PROTECT EX.

CONCRETE

PROTECT EX.

ASPHALT

OBSERVATION WELL

OBSERVATION WALL

PROTECT EX. CONCRETE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

970.925.8484

179289

T. NUETZEL

B. RISK

BID DOCUMENTS 05/09/2025

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ADDENDUM #1

ADDENDUM #2

ADDENDUM #3

4/18/2025 4/25/2025 5/09/2025 feetscale

10 2010

C201

SITE PLAN

NOTES:

1. SEE SHEET C401 FOR PAVEMENT SECTIONS.

2. REFER TO MECHANICAL PLANS FOR TANKS AND FUEL LINE

PLACEMENT.

3. REFER TO PROJECT SPECIFICATIONS FOR FACILITY FUEL

SYSTEM REQUIREMENTS.

4. 3

4" PREFORMED EXPANSION JOINT MATERIAL SHALL BE

INSTALLED BETWEEN CONCRETE PAVEMENTS AND

FOUNDATIONS.

F

CO

S

S

CO

CO

CO

EM

E

GM

CO

CO

M CO

CO

CO

CO

S

LD

A

LD

A

LD

A

LD

A

LDA LDA LDA LDA LDA LDA LDA LDA LDA LDA

LDA

LD

A

LD

A

LDA LDA LDA LDA LDA

LD

A

LDA LDA LDA

LD

A

LD

A

LDA LDA LDA

LD

A

LD

A

LD

A

LD

A

LDALDALDALDALDALDALDALDALDALDALDALDA

LDA

LD

A

LDALDALDA

LD

A

LD

A

LD

A

LDALDALDALDALDA

5812.10

± MATCH EXISTING

5812.09

± MATCH EXISTING

5812.19

± MATCH EXISTING

5811.90

± MATCH EXISTING

5812.26

± MATCH EXISTING

5812.26

± MATCH EXISTING

5811.68

± MATCH EXISTING

5812.56

± MATCH EXISTING

5812.52

± MATCH EXISTING

5812.46

± MATCH EXISTING

5812.90

± MATCH EXISTING

5812.85

± MATCH EXISTING

5813.14

± MATCH EXISTING

5812.57

± MATCH EXISTING

5813.05

± MATCH EXISTING

5812.28

± MATCH EXISTING

5812.00 N=43836.36 E=9852.94

5812.38 N=43826.65

E=9896.69 5812.39

N=43823.50 E=9898.76

5812.46 N=43820.87

E=9900.48 5812.47

± MATCH EXISTING

FUEL AND WASH BUILDING

M

AI

N

TE

N

AN

C E

BA

YS

CF CF CF CF CF CF CF

CF

CF

CF

CF

CF CF CF CF CF CF CF CF CF CF CF CF CF C

F

C F

C F

C F

C F

C F

C F

C F

C F

C F

C F

C F

C F

CFCFCFCFCFCFCFCFCF

CWA

SSA

AB

CF

AB

5812.79

± MATCH EXISTING

5812.65

± MATCH EXISTING

5813.14

± MATCH EXISTING

5813.04

± MATCH EXISTING

5812.44 N=43840.88 E=9913.30

5812.36 N=43844.40 E=9911.06

5812.21 N=43858.04 E=9902.36 5812.25 N=43854.52 E=9904.60

5811.98 N=43897.86

E=9972.58

5812.29 N=43887.75

E=9979.03

5812.41 N=43830.31 E=9896.73

5812.31 N=43847.47

E=9885.78

5812.96

5812.87 N=43848.92 E=9949.85

5812.95

5812.90 N=43857.26 E=9962.92

5812.03 N=43838.17 E=9855.43

5812.06 N=43834.83 E=9850.25

5812.13

± MATCH EXISTING

5811.98

± MATCH EXISTING

5811.94

± MATCH EXISTING

5812.85

5812.92 5812.93

5813.02

5813.06

5813.09

5812.81

5813.02

IP

5812.55

± MATCH EXISTING

2.

2.

2.

2.

2.

1.

1.

1.

2.

2.

4.

2.

1.

1.

2.

2.

2.

2.

2.

1.

0.

0.

0.

% 0.55%

CONSTRUCTION FENCE

BMP LEGEND

CONCRETE WASHOUT AREA

STABILIZED STAGING AREA

CF CF

CWA

SSA

AGGREGATE BAGAB

INLET PROTECTIONIP

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

970.925.8484

179289

T. NUETZEL

B. RISK

BID DOCUMENTS 05/09/2025

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REV. # DESCRIPTION DATE

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ADDENDUM #1

ADDENDUM #2

ADDENDUM #3

4/18/2025 4/25/2025 5/09/2025 feetscale

10 2010

C301

GRADING AND EROSION

CONTROL PLAN

8" CONCRETE

36" PREPARED

SUBGRADE

CONCRETE PAVEMENT

SECTION

NTS

PAVEMENT NOTES:

ABC: CDOT CLASS 6 AGGREGATE BASE COURSE, AS NOTED IN SECTION.

CONCRETE: CDOT CLASS P CONCRETE FOR PAVEMENT, CDOT CLASS B

CONCRETE FOR SIDEWALK

PREPARED SUBGRADE - ON SITE MATERIALS SCREENED TO 4" MINUS, FREE OF

DEBRIS AND DELETERIOUS MATERIAL PLACED IN 8" LOOSE LIFTS

COMPACTED TO 98% SPD (ASTM D698).

ALL EARTHWORK SHALL BE IN ACCORDANCE WITH SECTIONS 203 AND 206 OF

THE CDOT STANDARD SPECIFICATIONS. STRUCTURE BACKFILL SHALL MEET

THE REQUIREMENTS OF STRUCTURE BACKFILL (CLASS 1) FROM THE CDOT

STANDARD SPECIFICATIONS. ENGINEERED FILL SHOULD BE PLACED SUCH

THAT COMPACTED LIFT THICKNESS IS EQUAL TO OR LESS THAN 8 INCHES

FOR RUBBER-TIRED OR SMOOTH DRUM ROLLER TYPE EQUIPMENT AND NOT

EXCEEDING 6 INCHES FOR SHEEP’S FOOT ROLLERS. THE FILL PLACED AT

FOUNDATION LOCATIONS SHOULD BE COMPACTED TO 92 PERCENT OF THE

MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED

PROCTOR) AT AN AS-COMPACTED MOISTURE CONTENT OF WITHIN 2

PERCENT OF THE OPTIMUM MOISTURE CONTENT. FILL COMPACTION PLACED

AT LOCATIONS NOT SUPPORTING FOUNDATIONS MAY BE COMPACTED TO 87

PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557.

PER RFTA DIRECTION, PAVEMENT SECTIONS ARE BASED ON PLANS FOR RFTA

GMF PHASES 3, 4, 5, & 7 BY SAUNDERS/SGM/STANTEC 5/16/2023.

CONTRACTOR TO PREPARE A JOINTING PLAN FOR ENGINEER REVIEW AND

APPROVAL MINIMUM 7 DAYS PRIOR TO PLACING ANY CONCRETE PAVEMENT.

6" ABC CL 6

6" HMA SX(75) PG 58-28

36" PREPARED

SUBGRADE

ON-SITE ASPHALT PAVEMENT

SECTION

NTS

12" ABC CL 6

NATIVE SOIL

NATIVE SOIL

EDGE MILL DETAIL

NTS

EDGE MILL TOP 2" OF ADJACENT

ASPHALT 18-INCHES FROM THE

SAWCUT LINE. INNER SURFACE

TO BE TACK COATED WITH HSS-1

18"

SAWCUT

NEW ASPHALT

EXISTING ASPHALT,

THICKNESS VARIES

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORADO 81601

970.925.8484

179289

T. NUETZEL

B. RISK

BID DOCUMENTS 05/09/2025

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REV. # DESCRIPTION DATE

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ADDENDUM #1

ADDENDUM #2

ADDENDUM #3

4/18/2025 4/25/2025 5/09/2025

C401

CIVIL DETAILS

CONCRETE PAVEMENT SECTION

EXISTING/NEW PAVEMENT JOINT

NTS

18" #5 EPOXY COATED REBAR AT 18" O.C.

EXISTING CONCRETE

JOINT SEALANT

DRILL AND EPOXY REBAR INTO EXISTING

NEW CONCRETE PAN

EXISTING/NEW CONCRETE PAN JOINT

NTS

18" #5 EPOXY COATED REBAR AT 9" O.C.

EXISTING CONCRETE PAN

JOINT SEALANT

DRILL AND EPOXY REBAR INTO EXISTING

NEW CONCRETE PAN

CONCRETE PAN / CONCRETE PAVEMENT JOINT

NTS

18" #5 EPOXY COATED REBAR AT 9" O.C.

NEW CONCRETE PAVEMENT

JOINT SEALANT

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

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Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

NOT FOR

CONSTRUCTION

DISPENSER EQUIPMENT FOR DIESEL

MANHOLES

DISPENSERS

DISPENSER EQUIPMENT FOR GASOLINE

OTHER EQUIPMENT AT DISPENSERS

TURBINE SUMP EQUIPMENT

STAGE I SUMP AND VENT EQUIPMENT

TANKS

PENETRATION FITTINGS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS DESCRIPTION (BLENDERS) MANUFACTURER COMMENTSBYITEM

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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A

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

FIBERGLASS PIPING AND FITTINGS

MISCELLANEOUS EQUIPMENT

VEEDER ROOT EQUIPMENTFLEXIBLE PRODUCT PIPING AND FITTINGS

DESCRIPTIONBYITEM

DESCRIPTIONBYITEM

MANUFACTURER

MANUFACTURER

COMMENTS

COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

VEEDER ROOT TLS-450 PLUS FUEL MANAGEMENT SYSTEM SHALL BE THE PRIMARY MEANS OF TANK OVERFILL PREVENTION, SET TO ALARM AT 90% OF TANK CAPACITY.

OMEGAFLEX PRODUCT PIPING AND FITTINGS

DESCRIPTIONBYITEM MANUFACTURER COMMENTS

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

EN

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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A

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

EN

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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A

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

EN

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

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A

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

EN

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

SECTION VIEW - TURBINE SUMP INSTALLATION DETAIL

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

TOP VIEW - DIESEL - WEST TANK MANIFOLD

SECTION VIEW - DIESEL - MANIFOLDED TANKS

TOP VIEW - DIESEL - EAST TANK MANIFOLD

NOT USED

ELEVATION - HYDROSTATIC

INTERSTITIAL SPACE MONITORTOP VIEW - GASOLINE - ONE LINE

SECTION VIEW - GASOLINE - ONE LINE

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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A

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

TOP VIEW - TANK TOP AT WASTE OIL EXTRACTION

SECTION VIEW - TANK TOP

AT WASTE OIL EXTRACTION

PLAN VIEW - TANK TOP AT WASTE OIL EXTRACTION

TOP VIEW - OIL ACCESS MANHOLE

SECTION VIEW - OIL ACCESS MANHOLE

PLAN VIEW - WASTE OIL ACCESS MANHOLE

SECTION VIEW - NEW OIL WITH REMOTE FILL

SECTION VIEW - WASTE OIL

NOT USED

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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A

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FU

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

EN

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

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A

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

SECTION VIEW - TANK TOP AT GASOLINE FILL

TOP VIEW - DIESEL FILL

SECTION VIEW - TANK TOP AT DIESEL FILL

TOP VIEW - GASOLINE FILL

REMOTE FILL SLAB DETAILSREMOTE FILL PLAN VIEW

SIDE VIEW SECTION @ DISPENSER SUMP (END SUMP)

FRONT VIEW SECTION DETAIL @ DISPENSER SUMP

DISPENSER MOUNTING DIAGRAM FOR

GASOLINE/DIESEL HIGH FLOW (1 1/2")

DISPENSER ON GRADE INSTALLATION DETAILS

SECTION VIEW - PIPE TRENCH AND COVERPLAN VIEW @ DISPENSER SUMP (PASS THRU)NOT USED

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

METER STAND FUEL DISPENSER

FRONT VIEW

SATELLITE HOSE STAND FUEL

DISPENSER - FRONT VIEW

SATELLITE HOSE STAND FUEL

DISPENSER - SIDE VIEW

METER STAND FUEL DISPENSER

SIDE VIEW AT SUPPLY PIPE

METER STAND FUEL DISPENSER

SIDE VIEW AT SATELLITE PIPE

Issue Date

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

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A

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FU

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025

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BID DOCUMENTS 05/09/2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

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A

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CA

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PROJECT OWNER

2307 WULFSOHN RD.

GLENWOOD SPRINGS, COLORDO 81601

970.925.8484

1 ADDENDUM #1 04/18/2025