BrushCreekRB-Status250401.pdf

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PROJECT LOCATION MAP

Section 1 Township 10 South, Range 86 West 6th Principal Meridian

TOWN OF SNOWMASS VILLAGE

TABULATION OF LENGTH & DESIGN DATA

ROADWAY (NET LENGTH)

PATHWAY (NET LENGTH)

STATION

STRUCTURE

MAJORROADWAY

FEET

BRUSH CREEK ROAD

STA 10+50.00 - STA 19+75.00

OWL CREEK ROAD

STA 20+25.00 - STA 25+00.00

MAYFLY TRAIL

STA 03+32.03 - STA 05+25.35

BRUSH CREEK TRAIL

STA 00+04.72 - STA 02+28.88

CHAPEL CURVE

STA 00+25.78 - STA 01+34.25

925.0 FT -

526 FT

UNCC 1-800-922-1987

DESIGN DATA ROAD

MINIMUM CURVE RADIUS

MAXIMUM GRADE

MINIMUM S.S.D. HORIZONTAL

MINIMUM S.S.D. VERTICAL

MAXIMUM DESIGN SPEED

200 FT.

8.0%

XXX

XXX FT.

25 MPH

BRUSH CREEK ROUNDABOUT

APRIL 2025

POST-60%

PROGRESS PLANS

N.T.S.

Drawing File Name: BrushCreekRB_Admin 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project Engineer:

PROJECT STARTED: / /

Comments:

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/7/25

Last Modification Date: 4/1/25

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Resident Engineer:

Contract Information Contractor:

ACCEPTED: / /Scale: As Shown Quality Control:

SHEET NO. INDEX OF SHEETS

1 TITLE SHEET

2 STANDARD PLANS LIST SHEET

3-4 GENERAL NOTES

5-7 TYPICAL SECTIONS

8-9 DETAILS

10-13 SUMMARY OF APPROXIMATE QUANTITIES

14-16 TABULATIONS

17 OVERALL SITE PLAN

18-20 UTILITY NOTES

11-28 UTILITY PLAN

29-32 REMOVAL PLAN

33-35 GEOMETRY PLAN

36-41 ROADWAY PLAN AND PROFILES

42-44 TRAIL PLAN AND PROFILES

45-47 CURB RAMP DETAILS

48-51 PAVING PLAN

52-53 ROUNDABOUT DETAILS

54-55 INLET DETAILS

56-57 STORM SEWER PLAN AND PROFILES

58-61 PEDESTRIAN BRIDGE PLAN

62-76 WALL PLAN

77 TRAIL & SIDEWALK STRUCTURAL DETAILS

78-80 RAILING DETAILS

81-87 ELECTRICAL PLAN

88-92 STORM WATER MANAGEMENT PLAN

93-96 EROSION CONTROL PLAN

97-101 SIGNING AND STRIPING PLAN

102-106 CROSS SECTIONS

CONSTRUCTION OF 3-LEG ROUNDABOUT AT THE INTERSECTION OF BRUSH

CREEK ROAD AND OWL CREEK ROAD IN THE TOWN OF SNOWMASS VILLAGE.

ADDITIONAL STORM SEWER CONSTRUCTION. EXTENSION OF THE MAYFLY TRAIL

AND REALIGNMENT OF THE BRUSH CREEK TRAIL.

PROJECT DESCRIPTION

475.0 FT

BRUSH C

REEK R

OAD

TO S

H-8

TO SNOWMASS VILLAGE

OWL CREEK ROAD

PROPOSED ROUNDABOUT

193.3 FT

224.2 FT

108.5 FT

-1400 FT

PLAN SET REPRESENTS THE CURRENT DESIGN STATUS AND

INCLUDES UPDATES TO THE PLANS FROM THE 60% DESIGN

REVIEW. QUANTITIES HAVE NOT BEEN UPDATED AFTER 60%

DESIGN AND WILL BE UPDATED WITH A FUTURE 90% SUBMITTAL.

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Drawing File Name: BrushCreekRB_Admin 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/16/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

AMC

Structure Numbers

BRUSH CREEK ROUNDABOUT

STANDARDS PLANS LIST

ADMIN 2 of 4Subset Sheets:

M-100-1

M-208-1

M-203-1 M-203-2 M-203-11

STANDARD SYMBOLS (3 SHEETS)

APPROACH ROADS

DITCH TYPES

M-203-12 M-206-1

M-206-2

M-214-1

M-412-1

M-510-1 M-601-1

M-601-2

M-601-3

M-601-10 M-601-11 M-601-12 M-601-20 M-603-1 M-603-2 M-603-3

M-603-10

M-604-10 M-604-11 M-604-12 M-604-13 M-604-20

M-605-1

SUPERELEVATION STREETS (2 SHEETS)

EXCAVATION AND BACKFILL FOR BRIDGES (2 SHEETS)

CONCRETE PAVEMENT JOINTS (9 SHEETS)

STRUCTURAL PLATE PIPE H-20 LOADING

HEADWALL FOR PIPES

TYPE "S" SADDLE HEADWALLS FOR PIPE

HEADWALLS AND PIPE OUTLET PAVING

REINFORCED CONCRETE PIPE

PRECAST CONCRETE BOX CULVERT

INLET, TYPE C

INLET, TYPE D

CURB INLET TYPE R (2 SHEETS)

CONCRETE INLET TYPE 13

MANHOLES (3 SHEETS)

SUBSURFACE DRAINS

1-3

M-607-1 M-607-2 M-607-3 M-607-4

M-607-10

M-608-1 M-609-1 M-611-1

M-615-1 M-615-2 M-616-1 M-620-1 M-620-2 M-620-11 M-620-12

WIRE FENCES AND GATES (3 SHEETS)

CHAIN LINK FENCE (3 SHEETS)

BARRIER FENCE

PICKET SNOW FENCE

CURB RAMPS (10 SHEETS)

CATTLE GUARD (2 SHEETS)

EMBANKMENT PROTECTOR TYPE 3

EMBANKMENT PROTECTOR TYPE 5

INVERTED SIPHON

FIELD LABORATORY CLASS 1

FIELD OFFICE CLASS 1

FIELD OFFICE CLASS 2

M-210-1 MAILBOX SUPPORTS (2 SHEETS)

M-614-1 RUMBLE STRIPS (3 SHEETS)

M-629-1 SURVEY MONUMENTS (2 SHEETS)

19-29 17-18

30-31

35-39

41-42

43-44

45-46

52-55

67-68

70-72

GUARDRAIL TYPE 7 F-SHAPE BARRIER (4 SHEETS)M-606-13

138-147 148-151 152-153

156-158

169-170

73-77VANE GRATE INLET (5 SHEETS)M-604-25

PRECAST TYPE 7 CONCRETE BARRIER (4 SHEETS)M-606-14

ROAD CLOSURE GATE (9 SHEETS)M-607-15

15-16

159-160SAND BARREL ARRAYS (2 SHEETS)M-614-2

S-614-40 219-223

TUBULAR STEEL SIGN SUPPORT DETAILS (7 SHEETS)S-614-8 198-204

290-313

281-289

255-266S-614-50

224-227

211-214

196-197

194-195 191-193

187-188

171-178DELINEATOR INSTALLATIONS (8 SHEETS)

FLASHING BEACON (PORTABLE) DETAILSS-630-3

PAVEMENT MARKINGS (11 SHEETS)

TYPICAL MULTI-SIGN INSTALLATIONS

TYPICAL POLE MOUNT SIGN INSTALLATIONS

FLASHING BEACON AND SIGN INSTALLATIONS (4 SHEETS)

MARKER ASSEMBLY INSTALLATIONS

CLASS III SIGNS (3 SHEETS)

CLASS II SIGNS

CLASS I SIGNS

GROUND SIGN PLACEMENT (2 SHEETS)

S-627-1

S-630-2

S-630-1

S-614-40A

S-614-22

S-614-21 S-614-20 S-614-14 S-614-12

S-614-10

S-614-6

S-614-5 S-614-4 S-614-3 S-614-2 S-614-1

S-612-1

M-603-4

S-614-11 MILEPOST SIGN DETAIL FOR HIGH SNOW AREAS

METAL PIPE (4 SHEETS)

M-603-5 POLYVINYL CHLORIDE (PVC) PIPE (AASHTO M304)

M-100-2

TEMPORARY EROSION CONTROL (11 SHEETS)

CURBS, GUTTERS, AND SIDEWALKS (4 SHEETS)

S-630-4

S-630-5

S-630-6 EMERGENCY PULL-OFF AREA (TEMPORARY)

S-630-7

PORTABLE RUMBLE STRIPS (TEMPORARY) (2 SHEETS)

13-14

119-121

123-127

129-137

318-319

ACRONYMS AND ABBREVIATIONS (4 SHEETS) 4-7

10-12

116-118

FIELD LABORATORY CLASS 2 (2 SHEETS) 165-166

S-614-9

S-614-41

241-244S-614-42 CABINET FOUNDATION DETAIL (4 SHEETS)

245-252S-614-43

267-280S-614-60 DYNAMIC SIGN MONOTUBE STRUCTURES (14 SHEETS)

316-317STEEL SIGN SUPPORT (TEMPORARY) INSTALLATION

DETAILS (2 SHEETS)

321-323ROLLING ROADBLOCKS FOR TRAFFIC CONTROL (3 SHEETS)

STATIC SIGN MONOTUBE STRUCTURES (12 SHEETS)

M-216-1 33-34

50-51WINGWALLS FOR PIPE OR BOX CULVERTS (2 SHEETS)

CORRUGATED POLYETHYLENE PIPE (AASHTO M294) AND

CORRUGATED POLYPROPYLENE PIPE (AASHTO M330) (2 sheets)

M-603-6 STEEL REINFORCED POLYETHYLENE

RIBBED PIPE (AASHTO MP 20)

M-606-1 79-97MIDWEST GUARDRAIL SYSTEM TYPE 3 W-BEAM

31 INCHES (19 SHEETS)

102-104

M-606-15 105-115GUARDRAIL TYPE 9 SINGLE SLOPE BARRIER

(11 SHEETS)

DEER FENCE, GATES, AND GAME RAMPS (7 SHEETS)

M-611-2 154-155DEER GUARD (2 SHEETS)

SOIL RETENTION COVERING (2 SHEETS)

SINGLE CONCRETE BOX CULVERT (CAST-IN-PLACE)

(2 SHEETS)

DOUBLE CONCRETE BOX CULVERT (CAST-IN-PLACE)

(2 SHEETS)

TRIPLE CONCRETE BOX CULVERT (CAST-IN-PLACE)

(2 SHEETS)

SUPERELEVATION CROWNED AND

DIVIDED HIGHWAYS (3 SHEETS)

EXCAVATION AND BACKFILL FOR STRUCTURES

(2 SHEETS)

CONCRETE FOOTINGS AND SIGN ISLANDS

FOR CLASS III SIGNS (2 SHEETS)

M-603-12 62-64

CONCRETE AND METAL END SECTIONS 61

NURSERY STOCK DETAILS

98-101

PEDESTRIAN PUSH BUTTON POST ASSEMBLY (2 SHEETS)205-206

STRUCTURE NUMBER INSTALLATION (2 SHEETS) 209-210

216-217CONCRETE BARRIER SIGN POST INSTALLATIONS

(2 SHEETS)

TYPICAL TRAFFIC SIGNAL 30'-75' DOUBLE MAST ARMS

65'-75' SINGLE MAST ARMS (5 SHEETS)

TRAFFIC CONTROLS FOR HIGHWAY CONSTRUCTION

(26 SHEETS)

BARRICADES, DRUMS, CONCRETE BARRIERS (TEMP)

AND VERTICAL PANELS

ALTERNATIVE TRAFFIC SIGNAL

25'-55' SINGLE MAST ARMS (4 SHEETS)

TEMPORARY SPAN WIRE SIGNALS (13 SHEETS) 228-240

COLORADO

DEPARTMENT OF TRANSPORTATION

July 31, 2019

M&S STANDARDS PLANS LIST

ALL OF THE M&S STANDARD PLANS, AS SUPPLEMENTED

AND REVISED, APPLY TO THIS PROJECT WHEN USED

BY DESIGNATED PAY ITEM OR SUBSIDIARY ITEM.

PLAN NUMBER M STANDARD TITLE PAGE NUMBER

179-186S-613-1 ROADWAY LIGHTING (6 SHEETS)

TRAFFIC LOOP AND MISCELLANEOUS SIGNAL DETAILS

(7 SHEETS)

253-254S-614-44 PEDESTAL POLE SIGNALS (2 SHEETS)

BREAK-AWAY SIGN SUPPORT DETAILS

FOR CLASS III SIGNS (2 SHEETS)

TRAVERSABLE END SECTIONS AND SAFETY GRATES

(3 SHEETS)

M-412-2 CONCRETE PAVEMENT CRACK REPAIR (6 SHEETS)

(REVISED ON SEPTEMBER 6, 2022)

THE M&S STANDARD PLANS USED TO DESIGN THIS PROJECT ARE

INDICATED BY A MARKED BOX , AND WILL BE ATTACHED TO THE

PLANS. ALL OTHER M&S STANDARD PLANS ARE STILL ELIGIBLE FOR USE

IN CONSTRUCTION IF APPROVED BY AN APPROPRIATE CDOT ENGINEER.

(REVISED ON SEPTEMBER 30, 2020)

(SUPERSEDED ON JANUARY 23, 2020 BY S-614-45)

S-614-45 PEDESTRIAN PUSH BUTTON POST ASSEMBLY DETAILS (6 SHEETS)

(REVISED ON DECEMBER 3, 2020)

(REVISED ON MARCH 5, 2020)

(REVISED ON FEBRUARY 17, 2023)

(REVISED ON APRIL 14, 2023)

(REVISED ON FEBRUARY 9, 2023)

(REVISED ON JULY 13, 2020)

(REVISED ON SEPTEMBER 10, 2020)

(REVISED ON SEPTEMBER 21, 2020)

S-613-2 ALTERNATIVE ROADWAY LIGHTING (4 SHEETS)

(NEW, ISSUED ON SEPTEMBER 30, 2020)

(REVISED ON MARCH 1, 2024)

(REVISED ON JANUARY 31, 2022)

(REVISED ON MARCH 7, 2022)

(REVISED ON JULY 22, 2022)

(REVISED ON JULY 22, 2022)

(REVISED ON NOVEMBER 7, 2023)

(REVISED ON FEBRUARY 3, 2023)

S-613-4 TRAFFIC SIGNAL ONE-LINE DIAGRAMS (6 SHEETS)

(NEW, ISSUED ON JUNE 15, 2023)

(REVISED ON JULY 24, 2023)

Revised on April 4, 2024

(REVISED ON

MARCH 1, 2024)

(REVISED ON MARCH 1, 2024)

(REVISED ON MARCH 1, 2024)

(REVISED ON

MARCH 1, 2024)

(REVISED ON

MARCH 1, 2024)

J-POST SIGN SUPPORT (3 SHEETS)S-614-23

(NEW, ISSUED ON MARCH 1, 2024)

(REVISED ON APRIL 4, 2024)

(REVISED ON APRIL 4, 2024)

PLAN NUMBER M STANDARD TITLE PAGE NUMBER PLAN NUMBER M STANDARD TITLE PAGE NUMBER

S-613-3 PULL BOX DETAIL (2 SHEETS)(NEW, ISSUED ON APRIL 4, 2024)

DIVISION 100 - GENERAL PROVISIONS

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF TRANSPORTATION, STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, DATED 2023, AND AS SUBSEQUENTLY REVISED; THE STANDARD PLANS, DATED JULY 2019, AND AS SUBSEQUENTLY REVISED, AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS INCLUDED

HEREIN.

2. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION ACTIVITIES INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. THE CONTRACTOR SHALL NOT PARK ANY VEHICLES

OR EQUIPMENT IN, OR DISTURB ANY AREA NOT APPROVED BY THE ENGINEER.

3. ALL EXISTING ACCESSES SHALL REMAIN OPEN TO TRAFFIC THROUGHOUT CONSTRUCTION, WITH THE EXCEPTION OF MINOR CLOSURES OF LESS THAN ONE HOUR. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE ENGINEER FOR ALL MINOR

CLOSURES PER TRAFFIC CONTROL PLAN - GENERAL SPECIAL PROVISIONS.

4. THE CONTRACTOR SHALL PROTECT ALL WORK AREAS AND FACILITIES FROM WATER AT ALL TIMES. AREAS AND FACILITIES SUBJECTED TO FLOODING SHALL BE PROMPTLY DEWATERED AND RESTORED AT NO COST TO THE PROJECT.

5. CONTROL OF SURFACE RUNOFF AND THE REPAIR OF DAMAGES RESULTING FROM RUNOFF IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE COST TO CONTROL SURFACE RUNOFF OR REPAIR DAMAGES WILL NOT BE PAID FOR SEPARATELY, BUT

SHALL BE INCLUDED IN THE WORK.

6. THE CONTRACTOR SHALL KEEP EXISTING DRAINAGE STRUCTURES FUNCTIONAL AND MAINTAIN DRAINAGE TO THOSE STRUCTURES.

MAINTAINING DRAINAGE WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.

7. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS DESIGNATED TO REMAIN FROM DAMAGE DURING CONSTRUCTION OPERATIONS. ANY MONUMENTS DISTURBED BY THE CONTRACTOR THAT ARE NOT DESIGNATED FOR RELOCATION SHALL BE RESET AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL NOTE THOSE MONUMENTS IN THE FIELD PRIOR TO

CONSTRUCTION.

8. A SANITARY FACILITY SHALL BE LOCATED ON SITE AND SHALL BE FULLY OPERATIONAL BEFORE CONSTRUCTION CAN BEGIN.

9. THE CONTRACTOR SHALL HAVE: ONE COPY OF THE GEOTECHNICAL INVESTIGATION, ONE COPY OF THE PLANS AND REVIEWED SHOP DRAWINGS AND ONE COPY OF THE CONSTRUCTION SPECIFICATIONS FOR THE PROJECT AT THE JOB SITE AT ALL TIMES.

10. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF SNOWMASS VILLAGE (TOWN), THE SNOWMASS WATER AND SANITATION DISTRICT (DISTRICT), OR THEIR ASSIGNED REPRESENTATIVE. THE TOWN AND THEIR ASSIGNED REPRESENTATIVES RESERVE THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE PLANS AND SPECIFICATIONS LISTED HEREIN. REQUIRED QUALITY CERTIFICATIONS AND DOCUMENTATION SHALL BE SUBMITTED TO THE COUNTY AND THEIR REPRESENTATIVES PRIOR TO PLACEMENT OR USE OF THE MATERIAL.

11. PROJECT INSPECTION AND TESTING WILL BE PROVIDED BY THE CONTRACTOR AND OVERSEEN BY THE TOWN OR DISTRICT

REPRESENTATIVE. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ALL REQUIRED TESTS.

12. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROJECT SPECIAL PROVISIONS CONCERNING UTILITIES. THE CONTRACTOR SHALL COORDINATE WORK WITH UTILITY COMPANIES SO THAT NECESSARY RELOCATIONS CAN BE ACCOMPLISHED WITHOUT

IMPACTING THE CONSTRUCTION SCHEDULE.

13. IF FIELD CONDITIONS ARE FOUND TO BE DIFFERENT THAN SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IMMEDIATELY SO THAT APPROPRIATE ACTION CAN BE TAKEN BY THE OWNER.

PERMITS

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED DEWATERING PERMITS AND DEVELOPING THE FOLLOWING METHODS OF COMPLIANCE WITH THOSE PERMITS FOR ALL CONSTRUCTION ACTIVITIES ON THE PROJECT.

2. WORK ACTIVITIES SHALL ADHERE TO THE PERMANENT AND TEMPORARY LIMITS SHOWN ON THE PLAN SET, AS AUTHORIZED IN

PERMITS, RIGHTS OF WAYS AND EASEMENTS ISSUED TO THE TOWN FOR THE PROJECT.

3. ANY PUMPING OF WATER MAY REQUIRE A DISCHARGE PERMIT FROM CDPHE WATER QUALITY CONTROL DIVISION, AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ONLY CLEAN WATER THAT HAS NOT PICKED UP SEDIMENT FROM THE WORK AREA SHALL BE DISCHARGED FROM THE SITE WITHOUT PRIOR TREATMENT. WATER CONTAINING ELEVATED LEVELS OF SEDIMENT SHALL BE TREATED PRIOR TO DISCHARGE USING BEST MANAGEMENT PRACTICES AS APPROVED BY THE ENGINEER. CONDITIONS OF THE PERMIT INCLUDING MONITORING AND REPORTING WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.

4. USACE 404 PERMIT - THE PROPOSED WORK AS SHOWN ON THE PLANS HAS BEEN PERMITTED BY THE U.S. ARMY CORPS OF ENGINEERS UNDER SECTION 404 OF THE CLEAN WATER ACT. THE CONTRACTOR SHALL COMPLY WITH ALL SPECIAL AND

GENERAL CONDITIONS ATTACHED TO THE PERMIT.

5. CDPS PERMIT - IF PROJECT ACTIVITIES RESULT IN ONE ACRE OR MORE OF EARTH DISTURBANCE A COLORADO DISCHARGE

PERMIT SYSTEM - STORMWATER CONSTRUCTION PERMIT WILL BE REQUIRED. THE CONTRACTOR SHALL NOT COMMENCE PERMIT-RELATED WORK UNTIL THE PERMIT IS RECEIVED. WORK PERFORMED MUST BE CONSISTENT WITH THAT DETAILED IN THE

STORM WATER MANAGEMENT PLAN.

6. CDPHE DEWATERING PERMIT - SUBSURFACE WATER AND GROUNDWATER SHOULD BE ANTICIPATED. THE CONTRACTOR SHALL SUBMIT THE PROPOSED DEWATERING METHOD TO THE ENGINEER PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL SURFACE AND SUBSURFACE DRAINAGE AND GROUNDWATER ENTERING THE PROJECT AREA AND SHALL BE RESPONSIBLE FOR OBTAINING A CONSTRUCTION DEWATERING PERMIT FROM THE CDPHE IF CONDITIONS OF THEIR LOW RISK GUIDANCE FOR DISCHARGES OR UNCONTAMINATED GROUNDWATER TO LAND ARE NOT MET. THIS

WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.

7. WETLANDS AND THREATENED AND ENDANGERED SPECIES - WORK ACTIVITIES INCLUDING THE MOVEMENT AND PLACEMENT OF VEHICLES AND EQUIPMENT SHALL NOT DISTURB WETLANDS BEYOND THE PLANNED LIMITS OR THREATENED AND ENDANGERED

SPECIES (OR THEIR HABITAT).

DIVISION 200 EARTHWORK

1. PROTECTIVE PLASTIC FENCE AND EROSION CONTROL MEASURES MUST BE IMPLEMENTED BEFORE CONSTRUCTION AND GRADING

OPERATIONS BEGIN. CONTRACTOR'S VEHICLES AND EQUIPMENT SHALL BE WASHED AND FREE OF SOIL AND DEBRIS CAPABLE OF TRANSPORTING NOXIOUS WEED SEEDS OR ROOTS FROM OTHER AREAS BEFORE BEING BROUGHT ON THE PROJECT SITE.

2. CLEARING AND GRUBBING SHALL INCLUDE REMOVAL OF ALL TRASH AND DEBRIS WITHIN THE PROJECT LIMITS. ALL SURFACE OBJECTS, TREES, TREE STUMPS, ROOTS, BUSHES, LANDSCAPING AND OTHER PROTRUDING OBSTRUCTIONS WITHIN THE LIMITS OF CUTS AND FILLS SHALL BE CLEARED AND GRUBBED, INCLUDING MOWING AS REQUIRED. ALL OTHER TREES AND BUSHES SHALL

BE PROTECTED.

3. THE CONTRACTOR SHALL FIELD VERIFY EXISTING PAVEMENT ELEVATIONS PRIOR TO COMMENCING REMOVAL, PLANING AND PAVING OPERATIONS. ANY DEVIATION OR DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

4. WHERE CUTTING OF ASPHALT PAVEMENT IS REQUIRED, THE CUTTING SHALL BE DONE TO A NEAT WORK LINE WITH A SAW OR CUTTING WHEEL AS APPROVED BY THE ENGINEER. THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED

IN THE WORK.

5. REMOVAL OF TEMPORARY PAVEMENT MARKING WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK. REMOVAL METHOD SHALL BE NON-SCARRING AND AS APPROVED BY THE ENGINEER PRIOR TO THE START OF WORK.

6. ALL REMOVALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE INDICATED IN THE PLANS AND

PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL MATERIALS.

7. IN THE EVENT THAT PROJECT PERSONNEL ENCOUNTER UNKNOWN SOIL AND/OR GROUNDWATER CONTAMINATION, CONSTRUCTION ACTIVITIES SHOULD CEASE IMMEDIATELY AND THE PROCEDURES OUTLINED IN THE CDOT STANDARD SPECIFICATIONS SECTION 250

SHALL BE FOLLOWED.

8. DUST CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COST OF THIS WORK WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE EARTHWORK ITEM. WATER SHALL BE USED AS A DUST PALLIATIVE WHERE

REQUIRED. LOCATION SHALL BE AS DIRECTED BY THE ENGINEER.

9. TYPE OF COMPACTION FOR THIS PROJECT WILL BE:

FINE GRAINED SOILS - AASHTO T-99 (STANDARD PROCTOR)

COARSE GRAINED SOILS - AASHTO T-180 (MODIFIED PROCTOR)

10. WATER FOR COMPACTION WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.

11. MOISTURE-DENSITY CONTROL WILL BE REQUIRED FOR THE FULL DEPTH OF THOSE EMBANKMENTS, AGGREGATE BASE COURSE

(SPECIAL), AND AGGREGATE BASE COURSE (CL 6) ON THIS PROJECT.

12. DEPTH OF MOISTURE-DENSITY CONTROL FOR THIS PROJECT SHALL BE AS FOLLOWS:

FULL DEPTH OF ALL EMBANKMENTS AND ENGINEERED FILLS

BASES OF CUTS AND FILL 6 INCHES

FULL DEPTH OF EMBANKMENT SECTIONS USED FOR DITCHES AND CHANNEL CHANGES

13. ALL EMBANKMENT MATERIAL BELOW PAVED ROADWAY SHALL HAVE A MINIMUM R-VALUE OF 40 WITHIN THE TOP 24

INCHES OF SUBGRADE.

14. PROOF ROLLING OF THE SUBGRADE WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN

THE WORK.

15. EXCAVATION REQUIRED FOR COMPACTION OF BASES OF CUTS AND FILLS WILL NOT BE PAID FOR SEPARATELY, BUT WILL

BE INCLUDED IN THE WORK.

16. THE CONTRACTOR SHALL PROVIDE SHOULDERING MATERIAL FLUSH WITH THE EDGE OF PAVEMENT AS SHOWN IN THE TYPICAL SECTION. IF ADDITIONAL GRADING IS REQUIRED AT THE END OF THE PROJECT TO ENSURE THIS, IT SHALL BE

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Drawing File Name: BrushCreekRB_Admin 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/16/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

AMC

Structure Numbers

BRUSH CREEK ROUNDABOUT

GENERAL NOTES (1)

ADMIN 3 of 4Subset Sheets:

DONE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT.

17. ANY OPEN EXCAVATION LEFT UNATTENDED SHALL BE BARRICADED OR FENCED OFF BY THE CONTRACTOR.

18. ALL TEMPORARY EXCAVATION SUPPORT (SHORING) REQUIRED TO CONSTRUCT CERTAIN ELEMENTS OF THIS PROJECT WILL NOT BE MEASURED AND PAID FOR SEPARATELY, BUT WILL BE INCIDENTAL TO THE COST OF THE ELEMENT CONSTRUCTED.

DIVISION 400 PAVEMENT

1. THE CONTRACTOR SHALL SUBMIT A PAVING SEQUENCE SCHEDULE TO THE ENGINEER AT LEAST 10 WORKING DAYS PRIOR TO

BEGINNING THE PAVING OPERATION. PAVING SHALL NOT BEGIN UNTIL THE SCHEDULE HAS BEEN ACCEPTED IN WRITING BY THE

ENGINEER.

2. THE CONTRACTOR SHALL SUBMIT HOT MIX ASPHALT LONGITUDINAL JOINT AND PAVEMENT MARKING PLAN PRIOR TO THE

PRE-PAVING CONFERENCE PER CDOT STANDARD SPECIFICATIONS SECTION 401.

3. PAVING AND PLACEMENT OF BASE COURSE SHALL NOT BEGIN UNTIL THE ENGINEER HAS APPROVED THE SUBGRADE. THE SUBGRADE SHALL BE PROOF ROLLED AND APPROVED BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY SUBSEQUENT STRUCTURAL LAYERS. AREAS THAT DEFORM UNDER HEAVY WHEEL LOADS AS DETERMINED BY THE ENGINEER ARE NOT STABLE AND SHALL BE REMOVED AND REPLACED TO ACHIEVE A STABLE SUBGRADE. THE ENGINEER SHALL APPROVE THE TYPE AND WEIGHT OF THE VEHICLE TO BE USED FOR THE PROOF ROLL PER CDOT 203.07. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT AND LABOR NECESSARY FOR THE PROOF ROLL. PROOF ROLLING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL

BE INCLUDED IN THE WORK.

4. FOR APPROXIMATE PLAN QUANTITIES OF PAVEMENT MATERIALS, THE FOLLOWING RATES OF APPLICATION WERE USED:

TACK COAT EMULSIFIED ASPHALT (SLOW-SETTING).................@ 0.1 GALS/SQ. YD. (DILUTED) BITUMINOUS PAVEMENT.............................................................. @ 147 LBS. / CU. FT.

AGGREGATE BASE COURSE (CLASS 3)..................................... @ 133 LBS./ CU. FT.

AGGREGATE BASE COURSE (CLASS 6)..................................... @ 136 LBS./ CU. FT.

5. DILUTED EMULSIFIED ASPHALT FOR TACK COAT SHALL CONSIST OF 1 PART EMULSIFIED ASPHALT (SLOW-SETTING) AND 1 PART

WATER.

6. A TACK COAT OF EMULSIFIED ASPHALT (SLOW-SETTING) SHALL BE APPLIED AT THE FOLLOWING LOCATIONS:

BEFORE PLACING NEW PAVEMENT OVER EXISTING PAVEMENT

ALONG THE FACE OF ALL EXISTING PAVEMENT, AND ALL SURFACES AGAINST WHICH ASPHALT IS TO BE PLACED BETWEEN

PAVEMENT COURSES

7. THE FOLLOWING SHALL BE FURNISHED WITH EACH BITUMINOUS PAVER:

A SKI TYPE DEVICE AT LEAST 30 FEET IN LENGTH

SHORT SKI OR SHOE

500 FEET OF CONTROL LINE AND STAKES

8. ANY LAYER OF BITUMINOUS PAVEMENT THAT IS TO HAVE A SUCCEEDING LAYER PLACED THEREON SHALL BE COMPLETED TO THE FULL AVAILABLE WIDTH WITHIN EACH PHASE OF CONSTRUCTION BEFORE A SUCCEEDING LAYER IS PLACED.

9. WHERE NEW PAVEMENT IS TO ABUT EXISTING PAVEMENT, THE EXISTING PAVEMENT SHALL BE REMOVED TO A NEAT VERTICAL LINE USING A PAVEMENT-CUTTING SAW OR OTHER METHOD AS APPROVED BY THE ENGINEER. THE WORK WILL NOT BE

MEASURED AND PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.

10. PRIOR TO PLACING TACK COAT OR BITUMINOUS PAVEMENT, THE PAVED SURFACE SHALL BE CLEAN. SWEEPING OR OTHER CLEANING METHODS MAY BE REQUIRED AND WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.

SWEEPING SHALL BE DONE WITH A PICKUP BROOM.

DIVISION 600 MISCELLANEOUS

1. COLD WEATHER CONCRETING OPERATIONS SHOULD BE ANTICIPATED FOR THIS PROJECT. THESE OPERATIONS SHALL BE

PERFORMED IN ACCORDANCE WITH CDOT STANDARD SPECIFICATIONS SECTIONS 601 AND 203. THIS COST SHALL BE INCLUDED

IN THE WORK.

2. SEVERITY OF POTENTIAL SULFATE EXPOSURE ON THIS PROJECT IS CLASS 0 WHERE ELEMENTS ARE IN DIRECT CONTACT WITH SOIL. ALL PRECAST AND CAST IN PLACE CONCRETE SHALL MEET THE REQUIREMENTS SPECIFIED IN SECTION 601, 624, AND 701.

3. ALL SURVEYING NECESSARY TO COMPLETE THE WORK SHALL BE DONE BY THE CONTRACTOR. THIS WORK WILL BE PAID FOR AS ITEM 625, CONSTRUCTION SURVEYING, LUMP SUM. REFER TO THE SURVEY TABULATION SHEET.

4. CONSTRUCTION TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CDOT M&S STANDARDS. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A METHOD OF HANDLING TRAFFIC (MHT) TO THE

ENGINEER FOR APPROVAL FOR EACH APPLICABLE PHASE OF WORK.

5. THE CONTRACTOR SHALL DETERMINE WHERE TO STOCKPILE MATERIAL OR STORE EQUIPMENT FOR THE PROJECT. TRAFFIC CONTROL MEASURES REQUIRED TO ACCOMMODATE MATERIAL AND EQUIPMENT STORAGE SHALL BE INCLUDED IN THE MHT.

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Drawing File Name: BrushCreekRB_Admin 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/16/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

AMC

Structure Numbers

BRUSH CREEK ROUNDABOUT

GENERAL NOTES (2)

ADMIN 4 of 4Subset Sheets:

BRUSH CREEK ROAD - TYPICAL SECTION

SCALE: 1" = 10'

7.5" HMA (SEE

ASPHALT DETAIL)

MIRAFI 140N

OR EQUAL

13.5" ABC

CLASS 6

BRUSH CREEK ROAD - UPVALLEY BUS STOP

SCALE: 1" = 10'

2' GRAVEL

SHOULDER

HCL, PGL

14'

LANE

6' DITCH14'

LANE

2.5' C&G

2.0% 2.0%

14'

LANE

14'

LANE

2:1

0'-12'

BUS LANE

2.5' C&G

7'

SW

2.5' C&G

8'

CONC.

TRAIL

7.5" HMA (SEE

ASPHALT DETAIL)

13.5" ABC

(CLASS 6)

2.0% 2.0%

9" CONC. (SEE

BUS STOP DETAIL)

6" ABC

(CLASS 6)

CURB & GUTTER

TYPE 2

(SECTION IIB)

CURB & GUTTER

TYPE 2

(SECTION IIB)

2:1

2:

2:1 2:

2:1

2:

4" ABC

(CLASS 6)

4" ABC

(CLASS 6)

2.0%

BRUSH CREEK ROAD - DOWNVALLEY BUS STOP

SCALE: 1" = 10'

2:1

2:

1 2:1

2:

2.5' C&G

14'

LANE

14'

LANE

0'-12'

BUS LANE

2.5' C&G

7'

SW

7.5" HMA (SEE

ASPHALT DETAIL)

13.5" ABC

(CLASS 6)

2.0% 2.0%

9" CONC. (SEE

BUS STOP DETAIL)

6" ABC

(CLASS 6)

CURB & GUTTER

TYPE 2

(SECTION IIB)

CURB & GUTTER

TYPE 2

(SECTION IIB)

4" ABC

(CLASS 6)

2.0%2.0% 2.0% 2.0%

HCL, PGL HCL, PGL

MIRAFI 140N

OR EQUAL

MIRAFI 140N

OR EQUAL

CURB & GUTTER

TYPE 2

(SECTION IIB)

2:1

12'

LANE

2' GRAVEL

SHOULDER

12'

LANE

2' GRAVEL

SHOULDER

7.5" HMA (SEE

ASPHALT DETAIL)

13.5" ABC

(CLASS 6)

2.0% 2.0%

HCL, PGL

MIRAFI 140N

OR EQUAL

BRUSH CREEK ROAD - ASPHALT ONLY

SCALE: 1" = 10'

1' THICKENED

EDGE

1' THICKENED

EDGE

= 4" TOPSOIL

2:

2:1

2:

2:

RAILING

RAILING

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Drawing File Name: BrushCreekRB_Typicals 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/13/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

MWM

Structure Numbers

BRUSH CREEK ROUNDABOUT

TYPICAL SECTIONS (1)

TYP 1 of 3Subset Sheets:

18'

LANE

2.5' C&G

7'

SW

23'

APRON

1' CURB 0.5' CURB

LANDSCAPED AREA

30' INSIDE DIAMETER

0.5' CURB

23'

APRON

2.8' C&G

5'

SW

VARIES

CONC.

115' OUTSIDE DIAMETER

9" CONC. (SEE

ROUNDABOUT DETAIL)

2.0%

CURB & GUTTER

TYPE 2

(SECTION IIB)

2.0%

9" CONC.

(SEE APRON

DETAIL)

6" ABC

(CLASS 6)

4" ABC

(CLASS 6)

2.0%

MIRAFI 140N

OR EQUAL

6" ABC

CLASS 6

CURB TYPE 2

(SECTION M)

CURB TYPE 2

(SECTION B) 9" CONC.

(SEE APRON

DETAIL)

6" ABC

(CLASS 6)

CURB TYPE 2

(SECTION B)

2.0% 2.0%

2.0%2.0%

CURB & GUTTER

TYPE 2

(SECTION IIM)

4" ABC

(CLASS 6)

6" ABC

(CLASS 6)

9" CONC.

(SEE BUFFER

DETAIL)

CURB TYPE 2

(SECTION M)

ROUNDABOUT - CIRCULATORY

SCALE: 1" = 10'

LOOKING NORTH FROM BRUSH CREEK ROAD

12'

BUS LANE

2.5' C&G

7'

SW

9" CONC. (SEE

BUS STOP DETAIL)

6" ABC

(CLASS 6)

CURB & GUTTER

TYPE 2

(SECTION IIB)

4" ABC

(CLASS 6)

2.0%2.0%

14'

LANE

1.8' C&G 1.8' C&G

14'

LANE

2.5' C&G

VARIES~

TRAIL/SW

2.0%

9" CONC. (SEE

ROUNDABOUT DETAIL)

MIRAFI 140N

OR EQUAL

4" ABC

(CLASS 6)

VARIES

STAMPED

CONC.

VARIES

SPLITTER

ISLAND

2.0% 2.0% 2:1

2:

CURB & GUTTER

TYPE 2

(SECTION IIB)

4" ABC

(CLASS 6)

6" ABC

(CLASS 6)

1' THICKENED

EDGE

14'

LANE

1.8' C&G 1.8' C&G

14'

LANE

VARIES

STAMPED

CONC.

VARIES

SPLITTER

ISLAND

2.5' C&G

6'

SW

2.0%

6'

SW

VARIES

CONC.

2.0%2.0%

CURB & GUTTER

TYPE 2

(SECTION IM)

4" ABC

(CLASS 6)

2:1

2:

12:1

2:

4" ABC

(CLASS 6)6" ABC

(CLASS 6)

9" CONC.

(SEE BUFFER

DETAIL)

CURB & GUTTER

TYPE 2

(SECTION IIB)

4" ABC

(CLASS 6)

2.0%2.0%

CURB & GUTTER

TYPE 2

(SECTION IIB)

ROUNDABOUT - APPROACH

SCALE: 1'=10'

SOUTHERN APPROACH - BRUSH CREEK ROAD

ROUNDABOUT - APPROACH

SCALE: 1'=10'

NORTHERN APPROACH - BRUSH CREEK ROAD

EASTERN APPROACH - OWL CREEK ROAD

CURB & GUTTER

TYPE 2

(SECTION IM)

CURB & GUTTER

TYPE 2

(SECTION IM)

CURB & GUTTER

TYPE 2

(SECTION IM)

1' THICKENED

EDGE

= 4" TOPSOIL

~ SEE ROADWAY PLANS FOR SW/TRAIL WIDTHS

MIRAFI 140N

OR EQUAL

RAILING

RAILING

1.0' CURB

18'

LANE

3' VARIES

SEE

PLANS

2:1

REDI-ROCK WALL

(WALL 2)

9" CONC. (SEE

ROUNDABOUT DETAIL)

6" ABC

CLASS 6

MIRAFI 140N

OR EQUAL

6" ABC

(CLASS 6)

9" CONC. (SEE

ROUNDABOUT DETAIL)

6" ABC

(CLASS 6)

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Drawing File Name: BrushCreekRB_Typicals 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/13/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

MWM

Structure Numbers

BRUSH CREEK ROUNDABOUT

TYPICAL SECTIONS (2)

TYP 2 of 3Subset Sheets:

OWL CREEK ROAD - TYPICAL SECTION

SCALE: 1" = 10'

OWL CREEK ROAD - BUS STOP

SCALE: 1" = 10'

VARIES~

LANE

VARIES~

LANE

VARIES^ VARIES^

7.5" HMA (SEE

ASPHALT DETAIL)

13.5" ABC

(CLASS 6)

VARIES

13.5" ABC

(CLASS 6)

CURB & GUTTER

TYPE 2

(SECTION IIB)

4" ABC

(CLASS 6)

2.0%

0'-12'

BUS LANE

2.5' C&G

7'

SW

12'-14'

LANE

12'-14'

LANE

HCL, PGL

VARIES^ VARIES^ VARIES^

MIRAFI 140N

OR EQUAL

7.5" HMA (SEE

ASPHALT DETAIL)

2:

2' GRAVEL

SHOULDER

9'

TRAIL

1' GRAVEL

SHOULDER

HCL, PGL

6" CONC.

(SEE CONC.

TRAIL DETAIL)

4" ABC

(CLASS 6)

MAYFLY TRAIL - TYPICAL SECTION

SCALE: 1" = 10'

MIRAFI 140N

OR EQUAL

1:1

2:1

2:

2.0%

8'

TRAIL

1' GRAVEL

SHOULDER

1' GRAVEL

SHOULDER

6" ABC

(CLASS 6)

4" HMA

(SEE ASPHALT

TRAIL DETAIL)

HCL, PGL

2.0%

MIRAFI 140N

OR EQUAL BOULDER WALL

2:

1 2:1

BRUSH CREEK TRAIL

SCALE: 1" = 10'

1' THICKENED

EDGE

= 4" TOPSOIL

^ SEE ROADWAY PLANS FOR CROSS SLOPES

~ SEE ROADWAY PLANS FOR LANE WIDTHS

HCL, PGL

2:1

1' THICKENED

EDGE

RAILING

10'

TRAIL

SHOULDER

VARIES

HCL, PGL

6" CONC.

(SEE CONC.

TRAIL DETAIL)

4" ABC

(CLASS 6)

2.0%

1' THICKENED

EDGE

1'

CURB

1:1

EX. WINGWALL

10'

TRAIL

HCL, PGL

6" CONC.

(SEE CONC.

TRAIL DETAIL)

4" ABC

(CLASS 6)

2.0%

1' THICKENED

EDGE

RAILING

1:1

MAYFLY TRAIL- UNDERPASS

SCALE: 1" = 10'

MAYFLY TRAIL - UPHILL WALL

SCALE: 1" = 10'

REDI-ROCK WALL

VARIES 2.0%

2.5' C&G

6'

SW

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Drawing File Name: BrushCreekRB_Typicals 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/13/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

MWM

Structure Numbers

BRUSH CREEK ROUNDABOUT

TYPICAL SECTIONS (3)

TYP 3 of 3Subset Sheets:

EXISTING HMA

EXISTING SUBGRADE

ASPHALT REMOVAL LIMIT -

SAW CUT FULL DEPTH

2'

MILL TOP 2" EX. PAVEMENT

PAVEMENT JOINT DETAIL

N.T.S.

NEW FULL DEPTH

CONSTRUCTION

Z SLOPE

SAFETY EDGE DETAIL FOR HOT MIX ASPHALT

PAVEMENT GREATER THAN 5 INCHES

N.T.S.NOTE:

1. THE SAFETY EDGE WILL BE CONSTRUCTED AS PART OF THE ROADWAY PAVEMENT. A

SHOULDER WEDGE DEVICE WILL BE ADDED TO THE SCREED OF THE PAVING MACHINE.

2. THE CONTRACTOR SHALL USE A SHOULDER WEDGE MAKER OR A SIMILAR DEVICE THAT

PRODUCES THE SAME COMPACTION RESULTS.

3. SHORT SECTIONS OF HANDWORK WILL BE ALLOWED WHEN NECESSARY FOR TRANSITIONS

AND TURNOUTS.

4. SITE PREPARATION AND ADDITIONAL EARTHWORK REQUIRED TO CONSTRUCT THE SAFETY

EDGE WILL NOT PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.

SUBGRADE Z SLOPE 50:1 OR STEEPER (2%).

MINIMUM 4" TOPSOIL OR SPECIFIED ALTERNATIVE.

6"

HINGE POINT

T >5"

OUTSIDE EDGE

OF SHOULDER

2%

32°±5°

POINT OF SLOPE

SELECTION

VARIES

3.0" HMA (GRADING SX) (75) (PG 58-28)

ASPHALT DETAIL

ABC CLASS 61

CONCRETE SIDEWALK DETAIL

3.0" HMA (GRADING SX) (75) (PG 58-28)

2.0" HMA (GRADING SX) (75) (PG 58-28)

4" STAMPED CONC. (CLASS D)

SPLITTER ISLAND DETAIL

4" ABC CLASS 6

PORTLAND CEMENT CONCRETE

PAVEMENT

ROUNDABOUT/

BUS STOP DETAIL

AGGREGATE BASE COURSE

(CLASS 6)6

4" STAMPED CONC. (CLASS D)

4" ABC CLASS 6

PORTLAND CEMENT CONCRETE

PAVEMENT (SPECIAL)

CONCRETE BUFFER/APRON DETAIL

AGGREGATE BASE COURSE

(CLASS 6)6

CONCRETE SIDEWALK

CONCRETE TRAIL DETAIL

AGGREGATE BASE COURSE

(CLASS 6)6

ASPHALT TRAIL DETAIL

AGGREGATE BASE COURSE (CLASS 6)

2" HMA (GRADING SX) (75) (PG 58-28)

2" HMA (GRADING SX) (75) (PG 58-28)

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Drawing File Name: BrushCreekRB_Typicals 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/13/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

MWM

Structure Numbers

BRUSH CREEK ROUNDABOUT

PAVEMENT DETAILS

DETAILS 1 of 2Subset Sheets:

6"

114"

" 1

A

C

6"6"

A

B

CURB TYPE 2

(SECTION B)

6 IN. BARRIER

CURB TYPE 2

(SECTION M)

6 IN. MOUNTABLE

RDWY

PVMT

"1

RDWY

PVMT

CURB AND GUTTER TYPE 2

(SECTION IIM)

(6 IN. MOUNTABLE - 1 FT. GUTTER)

SCALE 1" = 1'

1. CONCRETE SHALL BE CDOT CLASS B OR D.

2. PROFILE GRADE OF CURB AND GUTTER SHALL BE LOCATED AT THE FLOW LINE.

3. EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR FIXED STRUCTURE.

EXPANSION JOINT MATERIAL SHALL BE 12 IN. THICK AND SHALL EXTEND THE FULL DEPTH OF CONTACT

SURFACE.

GUTTER CROSS SLOPES SHALL BE 12 IN./FT. WHEN DRAINING AWAY FROM CURB AND 1 IN./FT. WHEN

DRAINING TOWARD CURB.

WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO THE PAVEMENT THICKNESS (T). BARS SHALL BE EPOXY-COATED #4 CONFORMING TO AASHTO M 284M AND SPACED AT

2'-6". THEY SHALL BE INSERTED T/2 AND 1/2 LENGTH INTO THE GUTTER.

GENERAL NOTES

A

A

C

1D

2'-0"4" 6"

LEGEND

FOR RADII

A = 18" TO 14"

B = 1" C = 112"

D = 112" TO 2"

CURB AND GUTTER TYPE 2

(SECTION IIB)

6 IN. BARRIER - 2 FT. GUTTER

SCALE 1" = 1'

1 A

A

C

2'-0"412" 112"

"D

CURB AND GUTTER TYPE 2

(SECTION IM)

(6 IN. MOUNTABLE - 1 FT GUTTER)

SCALE 1" = 1'

A

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1'-0"4" 6"

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Drawing File Name: BrushCreekRB_Typicals 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

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Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/13/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

MWM

Structure Numbers

BRUSH CREEK ROUNDABOUT

CURB & GUTTER DETAILS

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Drawing File Name: BrushCreekRB_Admin 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

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Sheet RevisionsComputer File Information

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MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

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Structure Numbers

BRUSH CREEK ROUNDABOUT

SUMMARY OF APPROXIMATE QUANTITIES (1)

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Project No./Code

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Sheet RevisionsComputer File Information

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Last Modification Date: 9/16/24

MDF

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As Constructed

Scale: As Shown Quality Control:

Engineer:

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BRUSH CREEK ROUNDABOUT

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Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 9/16/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

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AMC

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Structure Numbers

BRUSH CREEK ROUNDABOUT

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970.945.1004 www.sgm-inc.com

Project No./Code

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Date Comments Init.Rev.

Sheet RevisionsComputer File Information

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Last Modification Date: 9/16/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

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BRUSH CREEK ROUNDABOUT

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Drawing File Name: BrushCreekRB_Tabulations 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 7/10/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

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Structure Numbers

BRUSH CREEK ROUNDABOUT

TABULATION OF REMOVALS AND RESETS

TABS 1 of 3Subset Sheets:

TABULATION OF REMOVALS

TABULATION OF RESETS

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Drawing File Name: BrushCreekRB_Tabulations 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 7/10/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

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AMC

EJM

Structure Numbers

BRUSH CREEK ROUNDABOUT

TABULATION OF SURFACING, CURB &

GUTTER, AND SIDEWALK

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TABULATION OF SURFACING

TABULATION OF CURB & GUTTER AND SIDEWALK

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Drawing File Name: BrushCreekRB_Tabulations 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 7/10/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

AMC

EJM

Structure Numbers

BRUSH CREEK ROUNDABOUT

TABULATION OF FENCING, GUARDRAIL, AND

EARTHWORK

TABS 3 of 3Subset Sheets:

TABULATION OF FENCING

TABULATION OF GUARDRAIL

TABULATION OF EARTHWORK

ET

Parcel: 273301112801 Owner: Snowmass Chapel &

Community Center

PO BOX 17169

SNOWMASS VILLAGE, CO 81615

Town of Snowmass Village

Parcel: 273301175800 Owner: Ridge Condo Association

PO Box 46 Rifle, CO 81650

Parcel: 273301113003 Owner: Town of Snowmass

Village PO Box 5010

Snowmass Village, CO 81615

ROW

ROW

ROW

OW

L CREEK ROAD

CHAPEL CURVE

ROW

+00

+00

+00 24

+00 25

BRUSH CREEK

ROAD

ROW

+00 2

+00

Parcel: 273301100851 Owner: Snowmass Wildcat Fire

Protection District PO Box 6436

Snowmass Village, CO 81615Parcel: 273301100801 Owner: Town of Snowmass

Village PO Box 5010

Snowmass Village, CO 81615

+00 1

+00

∅115'

PROPOSED STORM SYSTEM

PROPOSED STORM SYSTEM

BRUSH CREEK

EX. MAYFLY TRAIL

EXISTING TRAIL

TO REMAIN

REMOVAL OF EX. WALL

BUS PULLOUT

BUS PULLOUT

WALL (4)

PROPOSED MAYFLY

TRAIL EXTENSION

WALL (1)

EX. MAYFLY TRAIL

WALL (2)

WALL (3)

EX. VILLAGE TRAIL

MOUNTABLE CURB

FOR WB-67 RIGHT

TURN MOVEMENT

50' PEDESTRIAN BRIDGE

REPLACING EX. PIPE

STAIRS

BUS PULLOUT

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Drawing File Name: BrushCreekRB_OverallSitePlan 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 7/10/24

MDF

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

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Drawn By:

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AMC

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Structure Numbers

BRUSH CREEK ROUNDABOUT

OVERALL SITE PLAN

SITE 1 of 1Subset Sheets:

Graphic Scale

In Feet: 1" = 60'

0 30 60 120

EXISTING UTILITY NOTES - "SUE-REQUIRED PROJECT" COMPLIANT

1. THIS PROJECT DOES MEET THE CONDITIONS FOR A "SUBSURFACE UTILITY ENGINEERING-REQUIRED PROJECT," AS SET FORTH IN

THE 8/8/2018 COLORADO STATE LAW. REFER TO THE "COLORADO REVISED STATUTES (CRS) 2018 TITLE 9-1.5-102 SUBSURFACE UTILITY ENGINEERING (SUE) REQUIRED PROJECT COMPLIANCE CHECKLIST" TABLE FOR REFERENCE TO THESE

CONDITIONS.

2. UTILITIES ARE DEPICTED ON THESE PLANS IN ACCORDANCE WITH THEIR ACHIEVED "QUALITY LEVELS" AS DEFINED IN THE AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) DOCUMENT ASCE 38, "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." LOCATION OF EXISTING UTILITIES IS DEPICTED ACCORDING TO THE BEST AVAILABLE INFORMATION, ARE NOT GUARANTEED TO BE ALL INCLUSIVE, AND REPRESENT CONDITIONS AT THE TIME OF DATA COLLECTION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING UTILITIES WITH THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AND/OR UTILITY COMPANIES. ALL COSTS ASSOCIATED WITH FIELD VERIFICATION OF LOCATION AND DEPTHS OF UTILITIES FOR DAMAGE PREVENTION SHALL BE BORNE BY THE CONTRACTOR AND SHALL BE COMPLETED PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES

OR NEWLY ACQUIRED UTILITY DATA.

3. UTILITY QUALITY LEVELS ARE GENERALLY DEFINED BELOW. REFER TO ASCE 38 FOR MORE INFORMATION:

3.1 UTILITY QUALITY LEVEL "D" (QLD) - A VALUE ASSIGNED TO A SUBSURFACE UNDERGROUND UTILITY SEGMENT OR UTILITY FEATURE, WHOSE ESTIMATED POSITION IS JUDGED THROUGH UTILITY RECORDS, INFORMATION FROM OTHERS (SUCH AS UNCC 811 FIELD MARKS), OR FROM VISUAL CLUES SUCH AS PAVEMENT CUTS, OBVIOUS TRENCHES, OR EXISTENCE OF

SERVICE.

3.2 UTILITY QUALITY LEVEL "C" (QLC) - A VALUE ASSIGNED TO A SUBSURFACE UTILITY SEGMENT, WHOSE ESTIMATED POSITION IS JUDGED THROUGH CORRELATING UTILITY RECORDS OR SIMILAR EVIDENCE TO UTILITY FEATURES, VISIBLE ABOVE AND/OR

BELOW GROUND.

3.3 UTILITY QUALITY LEVEL "B" (QLB) - A VALUE ASSIGNED TO A SUBSURFACE UTILITY SEGMENT OR SUBSURFACE UTILITY FEATURE WHOSE EXISTENCE AND POSITION IS BASED UPON GEOPHYSICAL METHODS COMBINED WITH PROFESSIONAL

JUDGMENT AND WHOSE LOCATION IS TIED TO THE PROJECT SURVEY DATUM.

3.4 UTILITY QUALITY LEVEL "A" (QLA) - A VALUE ASSIGNED TO THAT PORTION OF A SUBSURFACE UTILITY SEGMENT OR SUBSURFACE UTILITY FEATURE THAT IS DIRECTLY EXPOSED (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES), MEASURED, AND WHOSE LOCATION AND DIMENSIONS ARE TIED TO THE PROJECT SURVEY DATUM. (E.G. A TEST

HOLE OR TEST PIT.)

4. RELIANCE UPON THIS DATA FOR RISK MANAGEMENT PURPOSES DURING BIDDING DOES NOT RELIEVE THE EXCAVATOR OR UTILITY OWNER FROM FOLLOWING ALL APPLICABLE UTILITY DAMAGE PREVENTION STATUTES, POLICIES, AND/OR PROCEDURES DURING EXCAVATION. IT IS IMPORTANT THAT THE CONTRACTOR INVESTIGATES AND UNDERSTANDS THE SCOPE OF WORK BETWEEN THE PROJECT OWNER AND THEIR ENGINEER REGARDING THE SCOPE AND LIMITS OF THE UTILITY INVESTIGATIONS LEADING TO THESE

UTILITY DEPICTIONS.

5. THE CONTRACTOR SHALL COMPLY WITH COLORADO REVISED STATUTES (CRS) 2018, TITLE 9, ARTICLE 1.5, "EXCAVATION REQUIREMENTS", WHEN EXCAVATING OR GRADING IS PLANNED IN THE AREA OF UNDERGROUND UTILITY FACILITIES. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITIES AT LEAST TWO (2) BUSINESS DAYS, NOT INCLUDING THE ACTUAL DAY OF NOTICE, PRIOR TO COMMENCING SUCH OPERATIONS. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO (UNCC) AT 811 OR 800-922-1987, TO HAVE LOCATIONS OF UNCC REGISTERED LINES MARKED BY MEMBER COMPANIES. ALL OTHER UNDERGROUND FACILITIES SHALL BE LOCATED BY CONTACTING THE RESPECTIVE OWNER.

6. SHOULD THE CONTRACTOR ENCOUNTER UNKNOWN AND/OR ABANDONED UTILITY FACILITIES THE CONTRACTOR SHALL VERIFY WITH THE RESPECTIVE UTILITY OWNER THAT THE UTILITY MATERIAL IS INACTIVE/ABANDONED BEFORE REMOVAL FROM THE WORK AREA.

7. THE CONTRACTOR SHALL COMPLY WITH COLORADO REVISED STATUTES (CRS) 2018, TITLE 9, ARTICLE 1.5-103 (10), "ALL NEW UNDERGROUND FACILITIES, INCLUDING LATERALS UP TO THE STRUCTURE OR BUILDING BEING SERVED, INSTALLED ON OR AFTER

8/8/2018, MUST BE ELECTRONICALLY LOCATABLE WHEN INSTALLED."

8. PROJECT SPECIFIC NOTES:

8.1. UTILITY FIELD INVESTIGATION WAS PERFORMED PER THE FOLLOWING DATES/WEATHER: OCTOBER 18, 2022 WITH GENERALLY COOL/DRY CONDITIONS BY SGM. THE UTILITY TEST HOLE INVESTIGATION WAS PERFORMED BY BADGER DAYLIGHTING WITH TRAFFIC CONTROL PROVIDED BY ACM TRAFFIC CONTROL ON OCTOBER 28, 2022 WITH COLD TEMPERATURES IN THE 10-40 DEGREE FAHRENHEIT RANGE AND SNOW ON THE GROUND, WHICH INCLUDED SGM OVERSIGHT AND ADDITIONAL GEOPHYSICAL EQUIPMENT INVESTIGATION. EXISTING UTILITY CONDITIONS MAY HAVE CHANGED AFTER THESE DATES.

8.2. UTILITY INVESTIGATION EQUIPMENT UTILIZED/AVAILABLE AS FOLLOWS: VIVAX-METROTECH VLOC3-5000, JAMESON FIBERGLASS DUCT CONDUIT RODDER, PROSTAR POINTMAN UTILITY LOCATING AND MAPPING SOFTWARE APPLICATION, SAMSUNG TABLET, TRIMBLE DA2 CATALYST GNSS GPS RECEIVER, FIBERGLASS TAPE MEASURE, VIVAX-METROTECH VM-880 FERROUS METAL DETECTOR, AND IDS GEORADAR OPERA DUO GROUND PENETRATING RADAR (GPR). THE GPR HAS NOT BEEN UTILIZED.

8.3. THE GPR HAS NOT BEEN UTILIZED ON THIS PROJECT. BASED ON SITE-SPECIFIC RESEARCH, THE DEEPER FACILITIES WILL BE VERY DIFFICULT TO SCAN DUE TO THE DEPTH, SOIL TYPE, AND SOIL MOISTURE CONTENT.

8.4. UTILITY FIELD INFORMATION WAS RECORDED BY THE SGM SURVEY AND UTILITY DEPARTMENTS. REFER TO SGM'S SURVEY

DEPARTMENT FOR FOR SURVEY DATUM DETAILS.

8.5. THE PRIMARY SCOPE OF THIS PROJECT IS TO REPLACE THE BRUSH CREEK CULVERT THAT EXISTS UNDER THE BRUSH

CREEK ROAD ROADWAY NEAR THE OWL CREEK ROAD INTERSECTION.

8.6. THE PIPE AND CABLE (PCL) LOCATE EQUIPMENT FREQUENCIES PRIMARILY USED WERE 8.19 KHZ, 32.8 KHZ, 65.5 KHZ, AND

83.1KHZ.

8.7. SGM WAS UNABLE TO ACHIEVE QUALITY LEVEL B FOR THE FOLLOWING UTILITY SEGMENTS:

COLORADO REVISED STATUTES (CRS) 2018 TITLE 9-1.5-102 SUBSURFACE UTILITY

ENGINEERING (SUE) REQUIRED PROJECT COMPLIANCE CHECKLIST

1 9-1.5-10 2-6.8.A

PROJECT INVOLVES CONSTRUCTION CONTRACT WITH A

PUBLIC ENTITY YES NO

2 9-1.5-10 2-6.8.B

PROJECT INVOLVES PRIMARILY HORIZONTAL CONSTRUCTION

AND DOES NOT INVOLVE PRIMARILY THE CONSTRUCTION

OF BUILDINGS

YES NO

3A 9-1.5-10 2-6.8.C.I.A

EXCAVATION FOOTPRINT EXCEEDS 2-FEET DEPTH AND IS

A CONTIGUOUS 1,000-SQUARE FEET; OR YES NO

3B 9-1.5-10

2-6.8.C.I.B INVOLVES UTILITY BORING YES NO

4 9-1.5-10 2-6.8.D

PROJECT REQUIRES THE DESIGN SERVICES OF A LICENSED

PROFESSIONAL ENGINEER (P.E.) YES NO

SUMMARY 9-1.5-10

3-2.4

REQUIRED TO MEET OR EXCEED THE ASCE 38 STANDARD

AND CO SUE LAW? YES NO

X

X

X

X

X

X

UTILITY OWNER TYPE SEGMENT(S) QL JUSTIFICATION(S)

SNOWMASS WATER &

SANITATION DISTRICT WATER

NORTH-SOUTH

ON BRUSH

CREEK ROAD

C, D

NO TRACER WIRE PRESENT; NEARBY WATER VALVES EITHER

HAVE A VALVE EXTENSION OR ARE FULL OF WATER/DIRT;

WATER LINE IS EXPECTED TO BE AT LEAST 10-FEET DEEP

SNOWMASS WATER &

SANITATION DISTRICT SANITARY ALL AREAS C

PER DISTRICT STAFF AND PRIOR WORK EXPERIENCE IN

SNOWMASS VILLAGE, SOME SANITARY LINES HAVE BEEN

INSTALLED AS CURVED SEGMENTS BETWEEN MANHOLES.

SEGMENTS WHERE SGM DID NOT RODDER WITHIN THE SCOPE

AREA IS DESIGNATED AS QLC FOR THIS REASON.

SNOWMASS WATER &

SANITATION DISTRICT SANITARY ALL AREAS D THE SANITARY SEGMENT DESIGNATED QLD IS OUTSIDE OF THE

SUE-REQUIRED SCOPE AREA.

CENTURYLINK,

COMCAST,

HOLY CROSS

TELEPHONE,

CABLE TV,

FIBER OPTIC,

ELECTRIC

ALL AREAS C, D

THE LATE TIMING OF THIS PROJECT HAD THICK SNOW

GROUND CONDITIONS THAT PREVENTED A WORTHWHILE FIELD

INVESTIGATION WHERE SURFACE FEATURES WERE COVERED.

IN REGARDS TO THE LEGACY UTILITY DATA QUALIFIED AS QLD

IT WAS PREVIOUSLY SURVEYED BY SGM STAFF. PROJECT

OWNER AND UTILITY OWNERS ARE AWARE OF AND

COMFORTABLE OF THIS INFORMATION.

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Drawing File Name: BrushCreekRB_UtilAdmin 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601

970.945.1004 www.sgm-inc.com

Project No./Code

Sheet Number

No Revisions:

Revised:

Void:

Date Comments Init.Rev.

Sheet RevisionsComputer File Information

Print Date: 4/1/25

Last Modification Date: 7/9/24

SAK

Autocad Ver. 2022 SGM Project No.: 91004D-83

As Constructed

Scale: As Shown Quality Control:

Engineer:

Drawn By:

Sheet Subset:

Structure Numbers

BRUSH CREEK ROUNDABOUT

EXISTING UTILITY NOTES

UTILITY 1 of 7Subset Sheets:

--SAK

MWM

TEST HOLE TABLE REPRESENTING "QUALITY LEVEL A" DATA PROJECT:

BRUSH CREEK

CULVERT

REPLACEMENT

DATES:

10/28/2022

TH # UTILITY OWNER UTILITY TYPE

GENERAL LOCATION

DESCRIPTION

(ALL DISTANCES ARE

APPROXIMATE)

QUANTITY

(EACH)

SIZE

(IN) MATERIAL

UNDERGROUND

ALIGNMENT

GROUND

CONDITION

NORTHING EASTING

GROUND

ELEV (FT)

DEPTH TO

TOP (FT)

DEPTH TO

BOP (FT)

TOP ELEV

(FT)

BOP ELEV

(FT)

DATE

PERFORMED

COMMENTS

BLACK HILLS

ENERGY

GAS

-NORTH OF BRUSH CREEK

CULVERT IN…